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Home My WebLink About98-22P_UNITY CHURCH SITE PLAN OF DEVELOPMENT_ELLINGTON ROADSIT PLAN OF D V LOPM NT D T1 D C�i TT9 - 00 TD lt-A ir-10 N.N 'D DD 0 1 L_-:�LLJ �� 4 � 00 5 00 U Ce 11� - 0 00 RNi T A. H WU It U a_lt, prepared by. esign Porofessionals, Inc. Civil Engineers - Planners - Surveyors - CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 Zoning Data Block ZONE: RURAL RESIDENTIAL (RR) AND RESIDENTIAL A-20 ITEM REQUIRED/ALLOWED (A-20) REQUIRED/ALLOWED (RR) PROVIDED Lot Area 20,000 sq. ft. min. 40,000 sq. ft. min. 403,041 s.f./9.25 Ac. Lot Width 100 ft. min. N/A 110.41 ft, Lot Depth 150 ft. min. 200 ft. min. 1675:1: ft. Lot Coverage 15% max. I Oy. max. 2.4% impervious Coverage 50% max. 50% max. 14.8% Building Height 30 ft. 30 ft. 20 ft. Front Yard 40 ft. 50 ft. 332.29 ft. Side Yard 10 ft. 20 ft. 26.2 ft. Rear Yard 40 ft. 50 ft. 1175:1: ft. Parking Spaces 96 spaces 56 spaces 113 spaces PARKING CALCULATIONS: MIN. NUMBER OF PARKING SPACES REQUIRED (13.4) = #SEATS/3 = 288/3 = 96 NUMBER OF PARKING SPACES PROVIDED (56 LOWER/57 UPPER) = 113 MIN. AREA INTERIOR LANDSCAPING REQUIRED (13.4a) = 5% PARKING AREA TOTAL PARKING AREA = 38,948 S.F. LANDSCAPING AREA REQUIRED = 1,947 S.F. LANDSCAPING AREA PROVIDED = 4,677 S.F. rlyi:4_4 THESE PIRMINSS AP4 TM PR4PMrr Of VeSION PROFtSSIONAL5, IW�,, AND HA\-'F- SMN pRMOARW SM01INICALLY FOR TM O"aWAFPLI0AXr roR THIS PROXOT. THMY ARM NOT To BE VSW FOR ANY OTHER KIRPOW OR DY AW OTHM PERSON OR PERSONS NOR RZPROPV_4EP IN ANr MANNIM;NITH= Tie E)"ES5 MTMN FEWISSION OF Vr;6ICN PROFr;SSIONALS, IW-,. TMW PLANS ARM IWALIV UNLESS THLLY BEAR THE ORISINAL SIONATURE AW IMPRe5SION SMAL Ofm THE PROFE-4610NAL ENSINEER OR WtVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE VATH SECTIONS 20-3008-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNE011CUT STATE AGENCIES - *STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED 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 CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNO AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P-_M�� LIC. No. 4 48-55 OV 0 4# 35-3 35-2 35-68 % 35-1�57 MILL ON THE RIVER 4181-29 12 13 MILL POND 1617 18 8 04 M 19 2 w* ? Ab 79 5 1022 86 85 80 7 23 D 36 77 35 6 24�� .34 37 F-35--41 6 �544�� A\ > 83 2 P-33 0038 %b 4 39 31 30 5 40 0 -b 29 43 4445 41 42 28 4026 �4 EQ 35 -8 47�� 71 027 11�7 48 r 70 4 58 668 35-9 []57 so 51 7 P2 C>3� n 35-7 54 55 %1. 66 A 65 35-11 35-12 35-66 .... .... 35 35-10 35-14 35-15 35-16 35-20 35-17 �%'. % A 35-21 35-22 ,35-18 35-19 35-23 35-24 60 6.� 64 62� Lj' 6.3 35-6 35-25 35-26 35-27 lb 35-28 35-29 35-30 KOP, 35- KEY MAP SCALE: 1"=200** NIF ASUMER LIST 35 4 0 ""rWo 7 OD KELLEY, S0077 R. & US4 r 25 104 TOWN OF SOUTH WINDSOR 4 4 72 OD X_W0 �5676 74 LA 'Vrl�/O 109 �SVR K,-LLEY, SCOTT R. & USA F SURY CESSARIO, PETER J. & SHARON M 35 1 2 246 11IL70M DRIVE 914 EtUNGrOM ROAD BONITO, ANTHONY BOBROWSKI, DAVID F. & ALLISON 4 4 �68 76 LANEW7109 9 _ 76 LAKEWOOD-SANDPIPER 5' BURSACK, C14INE' KUORIN, ALEYAhVER & LUCYNA (SURY) j 4 $26 ELLINGTON ROAD ') 2 LAKEWOOD - MALLARD �(4 RAINV14L& CHRISTOPHER H. BROWN, KEITH 8. & KRISTEN K. 4 4 �'703 80 LAA'rW0 -SA 7 -q2 44KEW0'0D-SA'NRP"1P'fR 1� ((72 11A11111, 1111 1 1 AA1,1111 I AIAZ44ET, RONALD J. & LYNN M. 4 4 ) 8/ AKEW000 'D LAKEWOOD �5 MACOONOUGH, EDIT R. KELLEn S007T R. & ll$A F, (SURV) 4 4 B, LA KEW00.0-SANOPIPER 7433 86 I.AKEWOOD-SWANNESr REICH,54r, TANYA A. VAUAR10. DANIEL & CIIERY4 4 4 , 12 LAKEWOOD DR. 6� 1 LAKEWOOD CUUMINGS, LISA W. BIDWELL, ROBERT S. a MARY H. 4 4 �7 qj AKEWOOV-SWANNESr 9' LAKEWOOD RICCI, ROSIN JEAN BOXER PROPERAES 4 4 ((7 103 - 7 HERON NEST LAKEWOOD (It 9 LAKEWOOD RUNKLE, JULIE A. OARONER, BETH 1. 4 �751 7 89 LAKEWOOD 6 UCLiAN, DONNA Y. 4 4 11 HERON'S NEST ) Ij ly LAKEWOOD - HERON WEBSTER, GERALDINE P. YVON, 4 4 (77 857 LA KrWOOD 838 AKEWOOD COL& HOWARD RAIVVER, DEANNA I. 4 �14 '5 AKEWOOD 'LAKEWOOD FRANCOISC P. ZINKER, JOSEPH L. & IREZMA I. (S OR V) 4 4 ( 85 179 SWAN NESr-LAREWOOD 80 3 8f LAKEWOOD-SWAN NEST WATER$, VAMCS P,& SANDRA 8. 49ARNES, ZRILYAf M, & ASIAN, CAROL A. 4 4 15� 17 '6 '9 DUCK COVE - LAKEWOOD �17 V Y IOR A MCKEL VIE I'Vo BlMh , NOREEN 4 4 f - 7 LAKEWOOD-SWAN NEST 8) 797 LAKEWOOV-SWAN NEST NICHOLS, TERRY A. & CLASS, MARK A. SUNDIN, CARL R. & MARCIA 0. 4 4 21 LAKEWOOD - DUCK COVE 23 LAKEWOOD HAT00AWAY. NANCY J. FORNWALD, ROBERT C. 4 �6Q 75 OSPREY CIRC1EL4K6W0O9 PA 7CUA, VANES A. 4t TERRI A. 4 �'1893 15244 MIMOS A TRAII. SMITH, DONNA LOUISE 4 4 ) 30 _ 7 SPREY �4 CIRCLE-LAKEWOOD MI) 71 OSPREY CIROIC-LANEWOOD NEAL PANIEL f. & MARY A INOMA$, BASIL SrGEORGE & SANDRA W, 4 4 IWONrCLAIR , VA 22026 (90) 27 LAKEWOOD - DUCK COVE (9f) 29 LAKEWOOD BFAUMEGARD, MICHAEL R. MCGUIRE FOROMA, 4 4 - (86) 69 LAKEWOOD t87) $7 LAKEWOOD-OSPREY SIEFANOV, AlARIAMMCN, PEDERSON, FRANK A. & SCOTT ?HERC5A 4 4 (1ZO J5 14KEWOOD - DUCK COVE (9) LAKEWOOD JOSEPH A. & MARIA ANNA CARRON, DAVID HALL, 4 4 tgg) 65 LAKEWOOD-OSPREY . 6-Y OSPREY CIRCLE-LAKEWOOV (?9) LEE, ELEANOR S. PFEIFFER, MICHAEL A t MARY BETH 4 JTO (20 28 LAKEWOOD BRIAN & JUV17H PMO, 011RIS71NA 4 (?d) 61 OSPREY CIRCLE-LAKENOOD KONMCKI, SIANLEY S. & DIANA 4. 4 4 (21) 26 LAKEWOOD (99) 24 LAKEWOOD OTTER AY, GENE D & PAUL H, IGH 4 4 (2j) 406 LAKEWOOD 9) J05 LAKEW000 8t1R$ACK, ELAINE & .1ACK Z, 0101MIER, REAL 4t CEUNE 4 (2§) 22 LAKEWOOD K� ON R , RICIIARD R. & BELVA M. ORRIEN, LAUREL ANN 4 (PS) 1540 $414UVAN AVE. TOWN OF SOVIN WINDSOR 4 4 (�TOQ 20 LAKEWOOD 650 18 PIN7AX - LAKEWOOD CASTRO, GEORGE F. & MARIA I. (SUR V) MICHELSON ALAN H. 4 5 �22 U�2_5) LAKEWOOD A RY BROOK DRIVE CORCORAN, 49ERA4D J. & KAT94EEWZ. TOWN Dr SOUrll WINDSOR 4 4 (0) 16 LAKEWOOD (2.0) f4 LAKEWOOD CASEY JOHN M. JR. rZORIDIA, 6 7JO FARMINGTON AVE wesT HAMM, or psfyg UNITY CHURCH OF HARTFORD 4 6u) 37 LAKEWOOD - LOON PLACE NANCY Y ODOM, HAROLD A. & DENISE' Z. 7 730 FARMINGTON AVE. WEST IIARrFORA, or osi ig UNITY CHURCH OF MARrFORD 4 4 f8 LAKEWOOD 16JJYV�) 41 LAKEWOOD MIRE, CAR04YN r C088� CHRISTOPHER 0. & REBECCA S. 8 R09 E44INGTON ROAD CLARK, ERIC R. & RACHEUE 4 (37) 45 LOON PLACE - LAKEWOOD CRANNELL, JOSEPH S. SR. & CLAIRE' M. 9 899 jMUN0108 ROAD CALAIS& ROBERT& & J1401rH A. 4 4 (0) 4.5 LAKEWOOD (J5i) 47 LAKEWOOD - LOON PLACE STE8CM, ROBERT J, & EZENOR L. LOMBARDO, KENDRICK D, 10 95 SOUrfl MAIN Sr RES7 HARTFORD, Or 06107 JOHNSON, JI(IJA RACKAUSKI 4 4 (40) 49 LAKEWOOD (41) 51 LAKEWOOD SHIMKOFF, RERSCOA W, & JAMES L TYLER, CARY K. & VIRGINIA V it f2 887 ELUX0.7011 ROAD 871 ELLIM49TON ROAD FRIEND, M. .41YOrIlY & AMPERSON, ROGER H, & DONNA S. 34IRV 4 4 (42) 51 LOON P4AC.- - LAKEWOOD (43) 55 LOON PLACE - LAKEWOOD KE'U", KAIRPYN A. AHYRRING, FRANCIS M, & ROBIN t.T 14 861 RIUNOrON ROAD 1275 TOLLAMP SIACE RD. MICHAUD, MICHELE SIMEONE P11MOUCHE4 ROBERT` 0. & EVA 4 4 (44) 57 LAKEWOOD (45) 59 LAKEWOOD BEEPED, CHRISUMF A & PAUL W. MARTIN, RODERICK R. & LUCY A. 15 70L40D, Or 06084 847 EILINOZON ROAD TA YARNM FRANK J. &ROSE P. 4 (46) 49 SIL40W RD, MCMAHON, PATRICIA R. & KEVIN P. f6 17 21 QUARRY BROOK DRIVE 39 011ARRY L?ROOK DRIVE THOMAS, RICHARD A. & 8ARNES, RArNLEEN G. 4 (47) J4 LAKEWOOD NIAAMIC Cr 06357 SHAW, RAYMOND A. JR. & BEROFANA V. 18 $5 OVARRY BROOK DRIVE GRADY, JAMES J. N & MICHELLE E. 4 oe) N 4amba-Goose Nrs�r qn?Rlwrou, Jow w. 19 59 QUARRY BROOK DRIVE 4009Y. STEPHAN & PAULA (SURV) 4 4 (49) J8 GOOSE NESr-LAREWOOD (P) 40 LAKEWOOD FWSER, DAVID K. PEAK, 20 21 71 QUARRY BROOK DRIVE 79 QUARRY BROOK DRIYE PIA77CIS, ALAN M. & TERESA A. ShTOUr MICHAEL C. & SEIDEL 4 4 (51) 42 LAKEWOOD (02) 46 GOOSE NEST AA17ZIFEN E. CAFFREY. KYLE J. & MIKE4-AN41 22 23 89 QUARRY BROOK DRIVE 99 QUARRY BROOK DRIVE SCHORINOER, VIRGINIA BROAD, ROSEMARY & MICHAEL A. 4 (�6j) 46 GOOSE NEST BROWN, ELMER 0. & JFAN CORO, DONNA M. 24 25 fO9 QUARRY BROOK DRIVE 1h9 04VARRY BROOK DRIVE BEMENT, ALBERT K, MILLER, BRUCE A & 4 4 (�54) 48 LAKEWOOD (55) 50 LAKEWOOD IVROANICK, RONALD & HEZEN S K4 "" RY,,V A. 'Wk4 26 129 QUARRY BROOK DRIVE awms, RoPERr A & VOYCE A, (SV) 4 4 (56) 52 LAKEWOOD (jq!) 54 GOOSE AEST - LAKEWOOD 9F F�Aj (IC _ AA X. WALSH, DANIEL R. & jrANVr p. 27 28 IJ�9 QUARRY BROOK DRIVE 149 QUARRY BROOK DRIVE STOKER, ROBERT 0. & KAREN M, SCHEZ 4, VA VID J. & 4 4 (50) 56 LAKEWOOD (650) S8 LAKEWOOD AK.-ROYR, RICHARD 0. Jq. 4- JOANNE V 8URSACK, 249 JO 15�9 QUARRY BROOK DRIVE 169 QUARRY BROOK DRIVE 81LODEAU, DAVID A & MERRIDY HOSZETIXR, JOHN r. 4 4 r�W) 60 LAKEWOOD (�51) 62 LAKEWOOD ZIAIME NICKNAIR, CA14 A. =NIK, 31 32 179 011ARRYSROOK DRIVE 187 011ARRYBROOK DRIVE PERKI", WILLIAM S. & 16AINERYN 4. CARLSON, B46NIAMIN M. & OEM R. 4 4 (§1) 64 LAKEWOOD-KINGFIsIl 6T 66 KINOFISH CIRCLE MARK F. T WRV AKER IVAN E. & HOCH, LAURIE �RARUR 68 56 46 882 AOUIXGTON ROAD J_T SA14Y DRIVE RSK AZILCO 4AJOI,-, KENNM K. & MARY ANNE 4 �6_4� 68 LAKEWOOD 'VOW E4L, S JR. & KIM M. WHITHAM, ROOER E. & 6A )E 8. 44 43 12 CHAR41E CIR04E 18 C11AR4AF CIRCLE ALVAREZ, GEORGE RAJOS, fREDERICKA JR. 42 f9 ChIARLIF CIRCLE CHUCX, STEPHEN Al. ftb 35-4 25-104 op I 35-32 FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: 36-47 36-46 36-44 36-4,3 36-42 2-3 4-5 6 7 8 9 Ll SHEET INDEX Go :-4 sourq NVINDSOR pLjkt4l�qNG DEPT. COVER SHEET KEY MAP PLOT PLANS TOPOGRAPHIC PLANS SOIL EROSION & SEDIMENT CONTROL PLAN UTILITY PLAN SEPTIC DESIGN PLAN DETAIL SHEETS PLANTING PLANS FMV: 5/14/05 S,'LW:2/,24/05 r.>ATE: I=E13RUARY 12, SWOET I 04/2q/2004 11IL 1);33 FAX S60 644 7280 South WirldsOr t'uwn Isail V� 0 7e S0 � ?dl;'� 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 0G074 TELEPHONE (860) 644-9511 April 27,2004 Mr. Peter DeMallie Design Professionals, Inc. 1 65 South Satellite Road South Windsor, CT 06074 D= Mr. DeMallic: Re: Appl 998-22P, Unity Church - 919 Ellington Road We are pleased to advise you that the Planning & Zoning Commission voted on May 23, 2003 to extend the site plan approval period for an additional five years. This approval is subject to all previous conditions (contained herein) and the following modifications: I . Prior to commencement ofany site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Towm Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands AgencylConservation Commission, including a bond in the amount of $2,000. 4. An as -built plan is required prior to issuance of a Certificate of Occiipancy per Section 8.1.10 ofthe Zoning Regulations. 5. Footingdrains are required i ftbe building has abasement. 6. A landscape bond in the amount of$3,000 is required and must be submitted prior to filing ofmylars. 7 U car the tw U lluti- .%.� ..... .. 7 . All plans -used in the field by 'he developer must bu s -,ip art' aut'----A the Town of South Windsor. S. The enclosed Special Exception form must be completed and filed in the Town Clerk's office. Ile special exception will take effect upon filing. 04?29/2004 THU 11:33 FAX 660 644 7280 sout;h Windsor -ro�n Hall 9. The existing shallow wells at 899 and 909 Ellington Road must be tested for total and volatile hydrocarbons prior to church construction. During high groundwater conditions, -it least six (6) months after the Certificate of Occupancy is issuccl, the wells must be retested. If the wells are found to be contaminated at a level exceeding the preconstruction test levels, the two wells must be connected to the public water supply at the Church' expense. A bond to cover the costs of testing and installation in an amount to be determined by the C pancy 10. The Commission strongly suggests that the parking lot construction be phased. 11. Final plans, incorporated the most recently approved change orders, are to be reviewed by the Town Eng�incer. 12. The applicant must work with the Envixonmental Planner/Conservation Officer on the rain garden cross -sections, planting, and soil amendments. 13. The applicant must proceed in good faith to obtain the necessary drainage casements from Lakewood Association to allow drainage from the Church to enter into the Lakewood system. In addition, the Church landscaping will be field adjusted to provide maximum screening as possible. Black and white transparent mylars of Sheets 2 & 3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to Ihis Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk- After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H . Wentzell, C airman Planning & Zoning Commission cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. MAIL60X J/ It Q& SNET Co. No. 234-4 TRAFFIC LIGHT EX. MOM El 10-4*,d 3'03"Er, 'JO. 2 0' E44. CURB C\1 TP BE cur co FOR NEW ORI �Z SNET Co. No. 2343 // # It EX. SCHOOL SIGN # SNET Co. No. 2342 EX BROW SrONE Dasr MAILBOX 44 C.H.D. EX Ct - CS F = 79.88 r a U. MA718OW ET J2339 rl-- EX. HtDRANT iWST MA14ROX SNET #2338 TRAFFIC LIGHT EX. SIGN EX C- CS DO NOT PASS T F = 79.39 SNET #2337 Z >< 0 11 Z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR T6 CONSTRUCTION. 3 4-29-04 APPROVAL LETTERS KMI 2 5-14-03 GENERAL REVISIONS MHA 1 2-24-2003 Revisions per Town Comments JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIP77ON BY D q I VE 0 0 .0 1. 20.00 ;V"5 � -- ::� Z: r-A. " A EX. CB-(CB1) TF, 74.63 TF: 75.62 INV. 70.67 G :NV-. 71.42 NV(l 2"): 71.7± A EX. S/ GN LAKEWOOD DR. Z Cd "1Vg(9 N68'15'16"W ------DRAINAGE EASEMENT RIGHT TO DISCHARGE 10 13.49 16 TO BE GRANTED BY LAKEWOOD OV Ex. 61, N65*21'20"W 101 7.45' 141 K I r-- ERIC R. & RACHEL CLARK N/F ROBERT B. & JUDITH A. GALAISE PROP. 5' WOODEN STOCKADE FENCE NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N/F 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 3 PROPERTY IS UNDER THE OWNERSHIP OF DAVID G MOULTON. JULIA RACKAUSKI JOHNSON 4. PROPERTY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE FENCES. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. 5. ADEQUATE SIGHTLINE OF MINIMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF N/F GALAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SHALL BE NOTIFIED TO REINVESTIGATE THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO PROVIDE THE REQUIRED SIGHT LINE. 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, JOHN IANNI, OF HIGHLAND SOILS, L.L.C, ON 1/21/98. 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE - MIN. COVER 2' @ 0.5% SLOPE. MAP REFERENCES: 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS, INC. ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, SCALE 1"=40' PROJ. N. 83-53A, SHEETS 1, 2 & 3 OF 3, FUSS & O'NEILL, CONSULTING ENGINEERS. 2. SUBDIVISION PLAN - TUDOR HILL SECTION 11, PROPERTY OF GEORGE J. ACHENBACH, SOUTH WINDSOR, CONN. SCALE 1"=40', DATE 4-22-74 REV. TO 7-17-74, SHEET 1 OF 4, ACHENBACH REALTY COMPANIES. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP - TOWN OF SOUTH WINDSOR. EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT 1,070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY AND EASTERLY ABOUT 6,300 FT. - ROUTE NO. 15, SCALE 1"=40', NUMBER 132-04, SHEET 1 OF 3, NOV. 30, 1936. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. LEGEND 0 EXISTING IRON PIN 0 IRON PIN TO BE SET 0 EXISTING MONUMENT LIGHTING POLE FIXTURE LIGHTING BOLLARD GRAPHIC SCALE 40 0 20 40 so IN FEET I inch = 40 ft. N/F LAKEWOOD S, Iq ah. EX. WIRE FENCE BARBED WIRE IN TREE - TYPICAL N, E.I.P. DRAINAGE EASEMENT & RIGHT TO DISCHARGE TO BE GRANTED BY LAKEWOOD EX. CL - C8 TF = 99.22 1NV(15"-N).-95.94* 7 -2-96.20 IN 14(12'� M *CONTRACTOR TO FIELD VERIFY <V '%' 46'.001 E�.I.P. 70 76 79�6?- ?6 9 BARBED WIRE IN TREE - TYPICAL L) Tel. 860-291-8755 esign Fax 860-291-8757 ifrofessionals, inc, civil engineers - planners - surveyors landscape architects - gis - gps 165 South Satellite Road, South Windsor, Connecticut 06074 DEsIGN G8S1,P1?4DRAwN W I cHEcKED GBSI ,/08 No.: 1452 IDA 7F. 2-12-2003 DRAWNG NO: SERVERXIOBS1145211452base2. Resurvey Prepared For: U # n 'I UrCh CM I ty LIZ W0119 Minston Road 4P South Windsor Connecticut SHEET 9 z - rn S18,04,01"E 2 0. _00' 77 n-7R n 6" TOP ro 77.5 SOIL MIN. 76.5- EX. CB-(CB2) -(cBl) TF: 74.6.3 EX. C13 INV. 70.67 75.0 CLEAN GRANULAR FILL TF: 75.62 INV. 71.42 INV(1 2"): 71.7± -FILTER FABRIC 3/4 0) STONE 12" PERF. 'A.D.S. PIPE 12" INV. 73.75 INSTALL LEVEL F, 2 $1 INI-ILIHAHUN IHENUH F w SNET Co. FY _qIrAmf 41-4 STR 4/ No. 23" tq TRAFFIC LIGHT ��;ViWb�D DR. z, Ex, UO)V El L-A3103"E X82.& , op Nr,8'15'16-W 2(0.2 " 16,,W 1,3.49- DRAINAGIE EASEMENT & RIGHT TO DISCHARGE &_- TO BE GRANTED BY LAKEWOOD EX, %� 2 S. �Al� Ao PROP/2-SIDED SIGNIL- N ft- 15' 0 TR 3 IVA, 9 19" P11 PR 24' 7' <0 N/F 10 6R'IVE BIT.,P T LAKEWOOD X. DIRT DP SNET Co. No. 2343 7 EX BIT. X81,3 7 CO A RON 01 IT 7 64 LF - X GALLERI E.I.P. SEE SHEET 8 OF 9 180' INFILTRATION TPvxIr1w TOP: . ' *40 FOR COMPLIE M SEPTIC INVERT- 77.0`� DESIGN PLAN. L STORM SEWER STRUCTURE TABLE STORM SEWER PIPE TABLE STRUCTURE TOP FRAME INVERT RUN LENG11-1 SIZE SLOPE STIR 1 103.0 101.00 (16" IN 1 _2" OUT) STIR 1 - EX. CB RCP CLASS V 92) 12" 5.2% STIR 2 76.00 74.00 (6" IN 12" OUT) TR 2 - S TR .3 S S RCP CLA S V 5 5 12" 0.72% STIR 3 77.0 73.60 STIR 3 - STIR 4 RCP CLASS V 98' 12" 0.8% STIR 4 1 80.0 72.80 STIR 4 EX. CB 1-N- -1 - 11 ULIAZ)Z, V 1 -�R, 191, () R 0/_ OUT3 - 74.00 CB C 87.5 83.00 CB C CB D 70' 15" 5.0% CB D 83.25 79.75 CB D CBE 35' 151) 1.0% CIB E 83.0 79.40 CB E CB F 45' 15" 0.5% CB F 83.0 79.15 CB F CB G 68' 15" 0.5% CB G 83.4 78.80 CB G 6UT17 85' 15)' 0.5% OUT 1 - 78.35 OU T 2 CB H 20' 15 ) 1.25% OUT 2 - 74.00 OUT 3 CB H 50' 151, 0.5% CB H 79.3 73.75 - - - - NOTE: ALL PIPES TO BE ADS UNLESS NOTED OTHERWISE ALL FLARED ENDS (OUT 1, OUT 2, OUT 3) TO BE CONCRETE WITH CUTOFF WALL. H BOTTOM: 73.5 15 �o . I S-&= '0" INV.-77. LF r CI 140' INFILTRATION 41 TRENCH 21. k 'Ilk EX. SCHOOL SIGN '.1 / / 1/ N/F .4 7 OP. SNET Go. /INV.75.75 P A250 GALLON No. 2342 75 GREASE TRAP INSTALL. RODEN INV. (IN)-78.15 SCREEN INV.(OUT) '/ERIC R. RACHEL CLARK,/ 10 GALLON r I S C TANK w77.90 -1/sp.. .,T k - Y 711,0, INV -77.75 44 EX. WIRE FENCE N��ONU) T)-77.50 PROP. W047DEN 8' WIDE CJ4 SrOCK.ADE FENCE GRASS PAVERS k. .001 & 4a6 P 00 BROW SrONE ED WIRE IN TRE CAL C(31 DRAINAGE EASEMENT & RIGHT TO DISCHARGE 10 BE GRANTED BY LAKEWOOD W7 J X CZ - CS 7.9. 7,5,.� 80 OOX 7 TF = 99.22 X77.4 IN V(15 "- N).- 95.94 75 14k4 f d B IN 14(12'�-2).- 96.20 )�p ljlvl2z� *CON7RACrOR TO FIELD VERIFY SNET CO No. 2;w 75 12: X3 & .1 / , - E. 1. F:�. V 1102 N/F ROBERT B. & lo X78.2 JUDITH A. GALAISE -7a- ST 140' INFILTRATION TRENCH PROP, TF 79.07 X78,1 'num R PAVED LEAKOFF(TYP.) PST 0. H. D. So 80. EX. CL - C8 NOTES: T F = 79.88 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N /F xs4,s, -- --------------- 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 0 .25 3. PROPERTY IS UNDER THE OWNERSHIP OF DAVID G. MOULTON. JULIA RACKAUSKI JOHNSON BARIBED/WIR�AN DaSr 4. PROPERTY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF JREE,��- TFICAL/ Dffsr UNLBOX FENCE$. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. MAILBOX OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE 5. ADEQUATE SIGHTLINE OF MIN IMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE J/ SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF N/F GALAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SHALL BE NOTIFIED TO REINVESTIGATE LEGEND . ................................ THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO ....... . ... SNET 12339 PROVIDE THE REQUIRED SIGHT LINE. EXIS11NG IRON PIN 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, 0 IRON PIN TO BE SET k JOHN IANNI, OF HIGHLAND SOILS, L.L.C, ON 1/21/98. a EXISTING MONUMENT TEST PIT DATA: 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE - MIN. COVER 2' 0 0.5% SLOPE. LIGHTING POLE FIXTURE SOIL SAMPLED BY DESIGN PROFESSIONALS, INC. 2-11-98 _4 10V MAP REFERENCES: LIGHTING BOLLARD TEST PIT fi: - - - - - - - - - 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS, INC. 0 - a TOPSOIL 00 ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, 152Q a - 118" TAN FINE SILTY SAND TEST PIT #4: EXISTING CONTOUR SCALE I"=40' PROJ. N. 83-53A, SHEETS 1, 2 & 3 OF 3, FUSS -4320- PROPOSED CONTOUR K 0 118" = .39.5 FT/DAY 0 - 12" TOPSOIL O'NEILL, CONSULTING ENGINEERS. _RL ROOF LEADER 12 - 24" REDDISH BROWN FINE SANDY LOAM EX. HYDRANT 2. SUBDIVISION PLAN - TUDOR HILL SECTION 11, PROPERTY OF GEORGE J. EXISTING TREELINE TEST PIT #2: 24 - 110" GRAY -BROWN SILTY SAND 18.7 FT/DAY zvsr 0 - 14 TOPSOIL K (AVG.) ACHENBACH, SOUTH WINDSOR, CONN. SCALE 1"=40', DATE 4-22-74 -E- PROP. ELEC. SERVICE 14 - 36" REDDISH SILTY SAND REV. TO 7-17-74, SHEET 1 OF 4, ACHENBACH REALTY COMPANIES. MAILBOX 41C SNET #2338 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP - _G- PROP. GAS SERVICE 36 - 106" GRAY -BROWN FINE SILTY SAND TEST PIT4f5: TRAFFIC LIGHT TOWN OF SOUTH WINDSOR. EAST HARTFORD - WAPPING ROAD FROM -w- PROP. WATER SERVICE K @ 106" = 73.3 FT/DAY 0 - 8 HARDPAN A POINT AbUUT 1,070 FT. SOUTHERLY FROM THE PODUNK RIVER WETLANDS SOIL NOT TESTED FOR PERMEABILITY EX. SIGN EX. C_ C8 DO NOT PASS TF=79.J9 NORTHERLY AND EASTERLY ABOUT 6,300 FT. - ROUTE NO. 15, SCALE TEST PIT #3: TEST PIT #6: 1"=40', NUMBER 132-04, SHEET 1 OF 3, NOV. 30, 1936. 0 - 14!' TOPSOIL 0 - 6 TOPSOIL W/LEAFY DEBRIS 14 - 30" REDDISH BROWN FINE SILTY LOAM W/ROOTS 0 - 38* ROOTS PRESENT 30 - 108" TAN FINE SILTY SAND K 110" = 28.0 FT/DAY K (AVG.) 25.7 FT/IDAY 6 1164 REDDISH SAND & GRAVEL MIX -BARSED WIRE IN SANCTUARY SEATING = 288 REE TYPICAL, PARKING SHOWN: 113 SNET #2337 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 SEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS 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. GRAPHIC SCALE 40 0 20 40 so I 1 Tel. 860-291-8755 Fox 860-291- 8757 le w sign 0 Avft rofessionals, ln%,�, civil engineers o planners surveyor s ' landscape architects - gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 w amon"Mm- - TOP-08�M61APM FILM Compilation Map Prepared For: Unity qC716 urch V 919 Mfinston Road South Wim&oir Connecticut SHEET 4 9 IN FEET 1 inch = 40 ft. pis DESIGN.- GBSIPRD I DRA W.- KMI CHECKED.- G8S 2 5-14-03 GENERAL REVISION MHA 1 2-24-2003 Revisions per Town Comments JAS JOB No.: 1452 DA TE.- 2-12-2003 NO. DA TE SMANWOMWwwava"M DESCRIP77ON 13 Y DRA WNG A10.: SER ��45211452bqqq2. . - __ � 11 1102 i 791,! E.I.P. N/F 7. 19 LAKEWOOD --E. P 6* E.I.P. 4 E.I.P. .1 0 A, 0� . - 4:y- 1 - - I % —13ARZED VARE IN E17 �� 'TYPInal 0 E X. VA-iilT,� EXIST WOODPILE ............ ................ ...... 9. ?I Cif N/F JULIA RACKAUSKIJOHNSON zfx 1 0111 , z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 6-14-03 GENERAL RE%ASIONS MHA 1 2-24-2003 Revisions per Town Comments JAS 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. No. 0 A TE DESCRIPTION BY �`o s'), NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 3. PROPERTY IS UNDER THE OWNERSHIP OF DAVID G. MOULTON. 4. PROPERTY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE FENCES. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. 5. ADEQUATE SIGHTLINE OF MINIMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF N/F GALAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SHAH BE NOTIFIED TO REINVESTIGATE THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO PROVIDE THE REQUIRED SIGHT LINE. 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, JOHN IANNI, OF HIGHLAND SOILS, L.L.C, ON 1/21/98. 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE — MIN. COVER 2' 0 0.5% SLOPE. MAP REFERENCES: 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS. INC. ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, SCALE 1"=40' PROJ. N. 83-53A, SHEETS 1. 2 & 3 OF 3, FUSS & O'NEILL, CONSULTING ENGINEERS. 2. SUBDIVISION PLAN — TUDOR HILL SECTION 11, PROPERTY OF GEORGE J. ACHENBACH, SOUTH WINDSOR, CONN. SCALE 1"=40', DATE 4-22-74 REV. TO 7-17-74, SHEET 1 OF 4, ACHENBACH REALTY COMPANIES. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP — TOWN OF SOUTH WINDSOR. EAST HARTFORD — WAPPING ROAD FROM A POINT ABOUT 1,070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY AND EASTERLY ABOUT 6,300 FT. — ROUTE NO. 15, SCALE V=40% NUMBER 132-04, SHEET 1 OF 3. NOV. 30, 1936. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC11ONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL 12882 LIC. No. I.P. TO BE SET--\ x lid zo EXIST POLE 1R1,qnAff)1 I Cq a) E. /. P. EX. BA?O WNS TONE 1EXIS 7. WOOD BOX C*4 M Z-Z-. %W- S6q*,3s'45"E LEGEND * EXISTING IRON PIN * IRON PIN TO BE SET 0 EXISTING MONUMENT LIGHTING POLE FIXTURE LIGHTING BOLLARD 52P — EXISTING CONTOUR GRAPHIC SCAM 40 0 20 40 80 IN FEET I inch = 40 ft N/F TOWN OF SOUTH EX. MOV. WINDSOR. EX. WRE f ENCE .9. 9# 0. I.P. TO BE SET I.P. TO BE SET %**% <S661 N /F TOWN OF SOUTH Tel. 860-291- 8755 Fox 860-291-8757 jCjesign CFrofesslonals, winc. ' I civil engineers - planners surveyors I landscape architects - gis gps 165 South Satellite Road, South Windsor, Connectii�ut 06074 WINDSOR I DESIGIV- KU1 I CHECKED. G831FIM 1 /08 No.: 145`�2 IDA TE. 2-12-2003 1 1 DRA WIV-- NO.: � SL-R WRIJ06SII 45211452b ase2. dwj Compilation Map Prepared For: U .1 ty 42 JL UrC12 n # Ch 11111!11111g�p d �)11[1 � I � � I I (M South wizt&or I.P. TO BE SET —10.00' N23*49'30$?E I.P. TO BE SET (00=eCticul SHEET A .A.:UW=,: -�*,U.�l-=-"=M=Ztr-v"==.122=*=&-�-=:Ilaa . oUsk, AkL M=M"%�Zw zo�*AWI&xr�r-� 77.0-78.0 76.55-77.5 75.0 -.6-4 -3/4" (-,Tnl\117 3' V —9" TOP(�011 MIN - CLEAN GRANULAR FILL 9& -00 FILTER FABRIC -A SNET Co. No. 2344 EX. SIGN E_Wo TRAFFIC LIGHT VLAKEWOOD DR. CAP. 12" PERF. EX. MON. N68,15,16*W 13.49' .D.S. PIPE EX 01 12"' INV. 73.75 IN]qTAI I I PA/P1 I 12 PROPOSED ANTI -TRACKING PAD 6*-2* STONE ON FILTER FABRIC -A ------------ TR 3 JW S TR 4/ �111 0) ( —Ifie; 0 DRAINAGE EASEMENT & RIGHT TO DISCHARGE 94--TO BE GRANTED BY LAKEWOOD I I \ \ /10� N65-2112G-W 7.145' .INFILTRATION TRENCH T SNET Co. No. 2343 -S� ') 180' INFILTRATION TRENCH 8 H 2 140' INFI TRATION co EX. SCHOOL SIGN TRENCH 10-1 SNET Co. 'INV. 7.5.75 No. 2342 INSTALL RODEN ZERIC R. RACHEL CLARK SCREEN PROP. 01' WOODEN ST90KADE FENCE P. BROW SMNZ' EXIST MAILBOX 44 SNET Co. No. 2.341 E 4 P. N/F ROBERT B. & JUDITH A. GALAISE EX. C- C3 i4-O' -INFILTRATION TRENCH-/ TF = 79.07 C, H. 0. 6 CL-CB PAVED LEAKOFF(TYP.) EX, CB-(CB2) EX. CB -(CBI) TF. 74.63 1MV. 7n A-7 V':' 7,1, 4,2 NV(1 2'): 71.7* 79.88 N/F ", JULIA RACKAUSKI JOHNSON r7-XIN MA1111OY UNLA90X J/ 0 I \ LEGEND MET #23,39 EXISTING IRON PIN 0 IRON PIN TO BE SET EXISTING MONUMENT LIGHTING POLE FIXTURE UGHTING BOLLARD 0 §29 - EXISTING CONTOUR -=- PROPOSED CONTOUR —RL— ROOFLEADER EX, HYDRANT 1�-p EXIST SILT FENCE oi MAIL8 OX co r HAY BAIL SNET #2338 LJ TRAFFIC LIGHT EX. SIGN EX. C-06 00 NOT PASS T F = 79.39 tj '�/SNET #2337 z -,4 X, z 1. UNLESS OTHERVASE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. RENASIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5-14-03 GENERAL REVISIONS MHA 1 2-24-200 Revisions per Town Comments JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DAM DESCRIPTION BY GRAPHIC SCALE THIS PLAN IS FOR SEDIMENTATION AND 40 0 20 80 EROSION CONTROL ONLY, AND IS NOT TO (W BE USED FOR UTILITIES CONSTRUCTION. I inch 40 ft. N/F LAKEWOOD Z A P. LF P"Cl 4�' IIVV 4� EX. WIRE FENCE 9. BARBED/ WIRVN fREE, ��- TF ICAL, Tel, 860,291-$755 Fox 860-291-8757 Cmesign Crrofessionals, inc, N civil engineers - planners surveyors 1 landscape architects - gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 H14 I H) - I �1 � � P� - SEDREMATON COMMOL PLAN DESIGN. qfS1,0R�DRA M GBSIPRL ,,Ios No.: 1452 1 DA 7F.- 2-12-200J I DRAWNG NO.: SERVER1,108S1145211452base2dA DRAINAGE EASEMENT & RIGHT TO DISCHARGE �'O,Y-TO BE GRANTED BY LAKEWOOD V9 9. EX, CL 1r 99.22 INV(12- -2).-96.20 *CONTRACTOR TO FIELD VERIFY — — — — — — — — — — — — — — - - — *--4 ———-—---—— -—— BARBED )NIRE IN TREE 'Z� -TYPICAL_ I - - Reaurvey Prepared Fam Unity Ch urch 919 Effionstoa Road soutk wk&or Connecticut 102 SHEET Ne 041 I SNET Co. No. 2344 TRAFFIC LIGHT EX. HOA( El SNET Co. No. 2343 180' INFILTRATION EX. SCHOa SUN SNET Co. No. 2342 4'. 1. P. EX BROW STOME SNET Co. No. 2341 EX. C- C6 rF=79.07 C.H.D. 1, A K -E W 0 0 D I A ^' MIMI �M . -, N/F ERIC R. & RACHEL N/F ROBERT B. & JUDITH A. GALAISE 20.00 15r EX. CB-(CB2) EX. CB -(CBI) rF. 74.63 TF: 75.62 INV, 70.67 71.42 INV: INV(12"):71.7:h G 11Q�i STR 4 -----DRAINAGE EASEMENT & RIGHT TO DISCHARGE TO BE 'GRANTED BY LAKEWOOD PROP. 5' WOODEA STOCKADE FENCE STR 2 140' INFILTRATION TRENCH-/ -% %-.. PAVED LEAKOFF(TYP.) �1�EX. OL - C8 NOTES: 7. F = 79.88 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N/F 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 3. PROPERTY IS UNDER THE OWNERSHIP OF DAVID G. MOULTON. JULIA RACKAUSKI JOHNSON 4. PROPERTY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE MA"Ox FENCES. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. 5. ADEQUATE SIGHTLINE OF MINIMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE J/ SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF LEGEND N/F GALAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT 0 EXISTING IRON PIN DEPARTMENT OF TRANSPORTATION SHALL BE NOTIFIED TO REINVESTIGATE 0 IRON PIN TO BE SET THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO A;ET 42339 PROVIDE THE REQUIRED SIGHT LINE. 0 EXISTING MONUMENT 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, LIGHTNG POLE FIXTURE JOHN IANNI, OF HIGHLAND SOILS, L.L.C, ON 1/21/98. LIGHTING BOLLARD 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE - MIN. COVER 2' 0 0.5% SLOPE. MAP REFERENCES: 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS, INC. ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, SCALE 1"=40' PROJ. N. 83-53A, SHEETS 1. 2 & 3 OF 3, FUSS & O'NEILL, CONSULTING ENGINEERS. EX. HYDRANT 2. SUBDIVISION PLAN - TUDOR HILL SECTION 11, PROPERTY OF GEORGE J. MAILBOX ACHENBACH, SOUTH WINDSOR, CONN. SCALE V=40% DATE 4-22-74 SNET #2338 REV. TO 7-17-74, SHEET I OF 4, ACHENBACH REALTY COMPANIES. 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP - TRAMC LIGHT TOWN OF SOUTH WINDSOR. EAST HARTFORD - WAPPING ROAD FROM EX, SIGN EX. C- CS A POINT ABOUT 1,070 FT. '770UTHERLY FROM THE PODUNK RIVER DO NOT PASS T F = 79-39 NORTHERLY AND EASTERLY ABOUT 6,300 FT. - ROUTE NO. 15, SCALE 1"=40', NUMBER 132-04, SHEET 1 OF 3, NOV. 30, 1936. C�SHET #2337 zfx 0 11 z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REMSIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5-14-0.3 GENERAL REVISIONS MHA 1 2-24-2003 Revisions per Town Comments JAS 3. THIS PLAN IS INVALID UNLESS IT SEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE ---DESCRIP77ON BY GRAPHIC SCALE 40 0 20 40 so 6m IN FEET 1 inch = 40 ft. N/F LAKEWOOD STORM SEWER STRUCTURE TABLE STORM SEWER PIPE TABLE STRUCTURE TOP FRAME INVERT RUN LENGTH Sl ZE SLOPE STIR 1 103.0 101.00( 6" IN �12" OUT) STIR 1 - EX. CB RCP CLASS V 92' 12" 5.2% STR 2 76.00 74.00 6" IN (12" OUT STIR 2 - STIR 3 RCP CLASS V 55' 1211 0.72% STIR 3 77.0 73.60 STIR 3 - STIR 4 RCP CLASS V 98, 12" 018% STIR 4 80.0 72.80 STR 4 - EX. CB CLASS V 138' 12" 0.8% OUT 3 - --(CB1)RC 74.00 CB C 87.5 83.00 CB C - CB D 70' 15" 5.0% CB D 83.25 79.75 CBD - CBE 35' 151y 1.0% CB E 83.0 79.40 CB E - CB F 45' 15" 0.5% CB F 83.0 79,15 CBF - CB G 68' 1,51 0.5%- CB G 83.4 78.80 CB G OUT1 85, 15" 0.5% OUT 1 - 78.35 OUT 2 CB H 20' 1531 1.25% OUT 2 - 74.00 OUT 3 CB H 50' 15" 0.5% CB H 79,3 73-75 - - - - NOTE. ALL PIPES TO BE ADS UNLESS NOTED OTHERWISE. ALL FLARED ENDS (OUT 1, OUT 2, OUT 3) TO BE CONCRETE WITH CUTOFF WALL, 9 BARBED WIRE IN TREE - TYPICAL Tel. 860-291-8755 Fox 860-291-8757 1pesign C rofesslonals,, ine, civil engineers - planners surveyors landscape architects - gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 EX. WIRE FENCE ,& I , t/0, BARBED WIRE IN TREE - TYPICAL E. 1. P. A IN I I A I DES10V 66-�IPRPWAW W __I CHECKED GBSIPRL JOB No.: 1452 1 DA TE- 2-12-2003 DRA WNG NO � SER VV?1J0BS1145211415,9b,7q,-2 Yw.-A S�o DRAINAGE EASEMENT & RIGHT TO DISCHARGE �'TO BE GRANTED BY LAKEWOOD E'X. CL - C8 TF = 99.22 IN 14(12'�-2). 96.20 *CONTRACTOR TO FIELO VERIFY .00, E. 1. R Resurvey Prepared For: Un # e-VL Uj.Cjb Ity Lh 919) ]ER11ington Road South Wim&0T comeeficut SHEET 6 A NOTES: 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED NTH STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. M 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (8' DIA x 4' DEEP CONCRETE), I SNET Co. 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE No. 2344 NTH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. TRAFFIC LIGHT 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION 103V3'03"E AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. EX. 0.20' 0 5. PARCEL ZONED RURAL RESIDENTIAL RR. 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE PROP/2-SIDED SI" ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF - 1/4" PER LINEAR FOOT. 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL NEW AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED SNET Go. TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. No. 2343 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER EX SIT. A RON SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED BEFORE ANY SITEWORK IS PERFORMED. 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 1E r- V Him N i V HIM S T rR;4/� 0) (o If> Mir - DRAINAGE EASEMENT & RIGHT TO DISCHARGE GROUND VATER 9_�170 BE 13RANTED BY LAKEWOOD II \ t�, LEDGE N16511 20"W 5 TYPICAL 4'X4' LEACHING GALLEY CONSTRUCTION NOT TO SCALE ')7 AA 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE AKI AKIN A U�A e) IV LL OF THE' PUBLIC nca%L 'Irl Ike lk Z_ 'rf" orul" OL I"L;. r "\1'4 13Yu r% F%r CODE OF THE STATE OF CONNECTICUT, 140' INFILTRATION 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT TRENCH f OF HEALTH CODE. 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS EX. SCHOOL SIGN ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. SNET Co. N/F E*. .4 'INV: 75.75 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS No. 2342 INSTALL RODEN PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE /-/ERIC R. & RACHEL CLARK/ SCREEN DESIGN ENGINEER IMMEDIATELY. PROP. WOODSW 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. STOCKADEP FENCE 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. 6ROW SrONE' 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE Evsr BEEN PLACED AND COMPACTED. AIA1181IX 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE C1q EXCAVATION FOR THE TRENCHES. t-- 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO X77.4 THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HELATH 2± .75 DEPARTMENT. /// 4*4 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SNET Co. SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. No. 2,341 SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. .75 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL N/F ROBERT B. & BE PROVIDED ON THE FOUNDATION DRAIN. v7c� ;) 1%1'. B" INUE = < X 0411 z GREASE TRAP NOT TO SCALE 1000 GALLONS 1Q0 JUDITH A. GALAISE I \\\ - -_ EX, C_ C8 _147& INFILTRATION TRENCH-/ TF=79-07 X78.1 CH.D. PAVED LEAKOFF(TYP.)- EX. CL - C8 NOTES: )UTLET TF = 79.88 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N /F 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. FFLE 3. PROPERTY IS UNDER THE OWNERSHIP OF DAVID G. MOULTON. JULIA RACKAUSKI JOHNSON Emsr 4. PROPER TY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF UAIL60X OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE AfA180X FENCES. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. 5. ADEQUATE SIGHTLINE OF MINIMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE J/ SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF N/F GALAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SHALL BE NOTIFIED TO REINVESTIGATE SNET #23,39 THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO PROVIDE THE REQUIRED SIGHT LINE. 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, k JOHN IANNI, OF HIGHLAND SOILS, L.L.C, ON 1/21/98. 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE - MIN. COVER 2' @ 0.5% SLOPE. MAP REFERENCES: 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS, INC. 0 CIO ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, SCALE 1"=40' PROJ. N. 83-53A. SHEETS 1, 2 & 3 OF 3, FUSS & O'NEILL, CONSULTING ENGINEERS. EX. HYDRANT 2. SUBDIVISION PLAN - TUDOR HILL SEC11ON 11, PROPERTY OF GEORGE J. M AIIBOX ACHENBACH, SOUTH WINDSOR, CONN. SCALE 1"=40', DATE 4-22-74 N I- T #2338 REV. TO 7-17-74, SHEET 1 OF 4, ACHENBACH REALTY COMPANIES. TRAFFIC LIGHT 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR. EAST HARTFORD - WAPPING ROAD FROM EX. SIGN EX. C_ CS A POINT ABOUT 1,070 FT. SOUTHERLY FROM THE PODUNK RIVER DO NOT PASS rF = 79. J9 NORTHERLY AND EASTERLY ABOUT 6,300 FT. - ROUTE NO. 15, SCALE 1"=40', NUMBER 1,32-04, SHEET 1 OF 3. NOV. 30, 19,36. - 1_^I� 1111%7 IMAN 1-1114 0 IRON PIN TO BE SET a EXISTING MONUMENT LIGHTING POLE FIXTURE LIGH11NG BOLLARD �5.2Q - EXISTING CONTOUR -i=- PROPOSED CONTOUR _RL ROOF LEADER N /F LAKEWOOD N TEST PIT DATA: SOIL SAMPLED BY DESIGN PROFESSIONALS, INC. 2-11-98. TEST PIT fl: A - Q _rr%0Cf)I1 -MANHOLE EXTENDED TO GRADE- (REOVIRED IF FILL 0%SR TANK EXCECDS 12') __ MANHOLES ---- - OUTLET(WITH FILTER) BAFFLE CONNECTION AT MID 2/,l IN MIQUZIWARTY MTME14T M COMPARTMENT SEPnC TANK NOT TO SCALE EX. WIRE FENCE 8 - 118" TAN FINE SILTY SAND TEST PIT #4-. 0 - 12" TOPSOIL K 0 118" = 39.5 FT/DAY 12 - 24" REDDISH BROWN FINE SANDY LOAM TEST PIT t2- 24 - 110" GRAY -BROWN SILTY SAND 0 - 14 TOPSOIL K (AVG.) 18.7 FT/DAY 14 - 36" 36 - 106" REDDISH SILTY SAND GRAY -BROWN FINE SILTY SAND TEST PIT #5: K 0 106" = 73.3 FT/DAY 0 - 84 HARDPAN WETLANDS SOIL NOT TESTED FOR PERMEABILITY TEST PIT 3: 0 - W TOPSOIL TEST PIT #6. 14 - 30" REDDISH BROWN FINE SILTY LOAM W/ROOTS 0 - 6 TOPSOIL W/LEAFY DEBRIS 30 - i0e K (AVG.) TAN FINE SILTY SAND 25.7 FT/DAY 0 - 38" 6 - 116" ROOTS PRESENT REDDISH SAND & GRAVEL MIX SEP11C SYSTM DESIGN: K 0 110" = 28.0 FT/DAY ESTIMATED SEWAGE FLOWS: NON-RESIDENTIAL: CHURCH 792 GALS/DAY (PEAK 3 DAY AVERAGE) PERO. RATE - 4 MIN/IN. SEWAGE APPLICATION RATE 1.5 GAL/S.F. EFFECTIVE AREA REQUIRED 799 GAL/1.5 GALS/S.F. = 533 S.F. USE SYSTEM WITH EFF. AREA = 9.2 SF/FT. TOTAL TRENCH LENGTH REQUIRED = 57.9 FT. PROVIDE: 64 FT. TOTAL LEACHING AREA PROVIDED - 539 S.F. REQUIRED SEPTIC TANK CAPACITY (PEAK 24 HOURS) = 1,087 GALS USE 1250 GALLON TANK REQUIRED GREASE TRAP CAPACITY 1250 GALLONS PERCOLATION TEST: 21 DEPTH OF PERC. HOLE: 22.5 INCHE TIME READING CAL!�. RATE (MINUTES) (INCHES) (MIN/INCH) 9: 41 8.00 - 9:43 9.50 1.33 9:45 11.25 1.14 9: 47 12.75 1.60 9: 49 14.00 1.60 9:51 15.00 2.0 9:53 16.25 1.60 9:55 17.50 1.60 9:57 18.50 2.0 9: 59 19.00 1.33 10:01 20.00 2.0 10: 03 20.75 2.67 10:05 21.75 2.0 10:07 22.25 4.0 10:09 23.00 2.67 10:11 23.50 4.0 10:13 24.00 4.0 1. 0: 15 94.50 4,0 10:17 25.00 4.0 10:19 25.50 4.0 DRAINAGE EASEMENT & RIGHT TO DISCHARGE 'TO BE GRANTED BY LAKEWOOD EX. CL - C19 T F = 99.22 INV(15'�-N).-95.94- INV(12'�-2).96.20 *CONTRACTOR TO FIELD VERIFY - - - - - - - - - - - - - - - - j - - - - - - - - - - '0 /Vl^ Ile, 'RARRFn VARF IN 1. UNLESS OTHERWISE NOTED, EMSTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF Tel. 860-291- 8755 Fox 860-291-8757 CHANGE ORDER Compilation Map Prepared For: SHIEET SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD CONNECTICUT" AS ENDORSED 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 CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. GRAPHIC SCALE 40 0 20 40 8D esign dprofessionals, inc. 0"EPT0%'D%% DEORGH FILM un .1 ty urch 8 6m I I olow BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET ) 9R9 ER110ington lRoad DESI( 2)RA wN. W CHECKED; G1?S1PRL 0 civil engineers - planners surveyors JOB No.: 1452 IDA TE. 2-12-2003 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 40 ft. 1111111 m landscape architects - gis gps 9 9 NO. DA TE DESCRIP77ON BY DRAWNG NO.: SER JORS 1145211452base2dwg IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LIC. No. 1 65 South Satellite Road. South Windsor, Connecticut 06074 South Wbm&oir Co=eCticut 07 EROSION CONTROL NOTES: 1. 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. 2. 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. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED NTH AIR-DRIED WOOD CHIP MULCH OR SEEDED NTH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR 0 ISSION -METROPOLITAN DISTRICT C MM STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, 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. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING U11LITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 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 33-0-0 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 SQ. FT. PERMANANT VEGETATION COVER 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. _<x R 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY (o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD ,j(p (a �, BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 82 L4 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. SEQUENCE OF CONSTRUCTION: 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE STAFF OF THE TOWN OF SOUTH WINDSOR. 2. INSTALL THE ANTI -TRACKING APRON AT ELLINGTON ROAD AS DEPICTED ON THE PLANS. 3. INSTALL ALL SILT FENCE ALONG THE NORTHERN AND WESTERN BOUNDARIES AS DEPICTED ON THE PLANS. 4. CUT TREES AND REMOVE STUMPS IN THE WOODED AREAS TO BE REGRADED. 5. STRIP AND STOCKPILE TOPSOIL IN THE AREAS DEPICTED ON THE PLANS. CARE IS TO BE TAKEN NOT TO DISTURB THE AREA OF THE PROPOSED SEPTIC LEACHING SYSTEM. 6. BEGIN CUTS IN THE AREA AT THE EASTERN END OF THE PROJECT, AND TRANSPORT FILL MATERIAL NEEDED TO THE WESTERN END OF THE PROJECT. EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE. 7. ROUGH GRADING OF THE SITE IS TO COMPLETED. 8. BEGIN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, PIPE, AND DRYWELL STRUCTURES. 9. BEGIN CONSTRUCTION OF THE BUILDING AT THIS TIME. 10. BRING ALL PAVED AREAS TO PROPER SUBGRADE ELEVATION. 11. INSTALL SEPTIC SYSTEM, WATER, AND ALL OTHER UTILITIES AT THIS TIME. 12. INSTALL SUBBASE, BASE, BINDER COURSE OF PAVEMENT, AND CURB AT THIS TIME. 13. PLACE LOAM, SEED, AND LANDSCAPING OF NON -PAVED AREAS. 14. INSTALL WALKS, FINAL COURSE OF PAVEMENT, PARKING LOT STRIPING, AND REMAINDER OF SITE APPURTENANCES. 15. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED. ANTICIPATED START OF CONSTRUCTION: JUNE 1, 2003 ANTICIPATED COMPLETION DATE: JUNE 1, 2004 A APPLICATION OF GRADE-_,_., V-7 3/8*-" PVMT. qRqS_ ELOPE U) W 003 W T_ Ujj 0 x <.N ID Lo = .1 'L', � V) F- Z a LU F:� < W Z� _�-CLASS 'C' CONC. Uj T CON OR PRECAS C. T., A V_0" ",\,CLASS 'C' 4' 0: CONC. 4'-4" 51 4 SEC-AON B-B SECTION A -A TYPE 'C' CATCH BASIN not to scale 01.5" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE (2)1.5" BITUMINOUS CONCRETE CLASS I BINDER COURSE (1)6" PROCESSED STONE BASE 0 6" PROCESSED GRAVEL SUBBASE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- MOED IN CATCH BASIN WIIERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4 RED BRICK NOT TO BE USED. 5: MERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE P PE OUTLET FROM THE CATCH F B1ASJN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING VALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. EV-1 5/8'- BRICK LEVELERS , I F_ 00- -W - 1 C3 z 4--8 3/4- 7 3-5/8' �SOIL SEED TRASH RACK SIR 1 6" INV.-IOI.0 12" INV. 101.0 STIR 2 6" INV. 74.0 12" INV: 74.0 2'f'*%"2' CONCRETE DRAINAGE STRUCTURES not to scale NOTE: MANHOLE ACCESS AT SURFACE FOR MAINTENANCE. PROVIDE MIN. 2'-O� OF COVER OVER PIPE AT BELLS. DESIGN NOTES 1. OMCRM 4000 PAW, 28 DAY& 2. VkXHT 300 L= g�r 9 3/4' 4. (2) 3/4' HOUZ 'fformu" :: 2 3/4* -j ��STRAI�GHT �SEC-=N� TYPICAL CROSS SE011ON PHEMI CONCREM-MHEEL STOR NOT TO SCAE fir < L �- B 8.5" loll CASTIRON HANDLE A B S17-E WT. LBS. SE METHOD 16 12" _EIPE TO 6" 70 lb 2 HOOKS 18 1 8" 75 lb 2 HOOKS 20" 12" loll 85 lb 2 HOOKS 22" 16" 12'� 100 lb 2 HOOKS 25" jr 15" 1,35 lb 2 HOOKS 28 20" 1 197 155 lb 2 HO()Kq CATCH BASIN TRAP not to scale CB FILTER FABRIC FILTER SUBGRADE FABRIC OB TOP r-INOTE: REMOVE CB GRATE. PLACE FILTER FABRIC R L - F1 REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC C� 0 ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scole EARTH OR STONE ANC14OR PILE SU13GRADE z 0 13/16" FINISHED GRADE _\ Z-8 3/8 4 13/10-- 4 13/16" MIN STANDARD PRECAST CONCRETE UNIT ,-BRICK LEVELERS 12 2'-8 �L4" 1 12 V-8 3/ 2' =_1 F- 0 1� �j 7 5/8"- B -7 13/16- d ;a > l z 5 2 --- to 4'- j 8' - 4-4" CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SEC11ON B-B M NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED q AND GROUTED VvITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- A T d. A VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- C3 PROOFING ON ALL FOUR WALI S. 4. RED BRICK NOT TO 13E USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 5'- 4- 6" BELOW THE bLi-rOM OF THE PIPE OUTLET FROM THE CATCH M - BASIN. 6. MERE MASONARY CONCRETE: UNITS PLAN VIEW ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. TYPE 'C-L' CATCH BASIN not to scale AN 1. SET POSTS AND 2, STAPLE THE SILT EXCAVATE A 6"x6' TRENCH FENCING TO THE POST UPSLOPE MOM POSTS. SILT END CC 'ME POST FENCING NC,NG CLEANING. 95* F 12" MIN. 7 7 W IW fig 6" CT D.O.T. 2" STONE TO BE PLACED MIT z OVER FILTER FABRIC HATERIAL bb SEE SEDIMENT AND EROSION 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE SHEET FOR PAVEMENT WIDTHS FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON not to scole V 1" HANDICAP PAVEMENT MARKING DETAIL CLASS 'CONCRETE OR PRECAST UNIT NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS PROVIDE 6- OF 3/,1- TRAPROCK UNDER EACH STRUCTURE AT BASE, Flow CONSTRUCTION OF SYNTHETIC FILTER BARRIER Storm Sewer Structure Flow with two 2"x2%3' In each bale. Haybale Installation at Catch Basins ,ADE 5" THICK CONC. DUMPSTER PAD---" (SEE PLANS FOR DIMENSIONS) DUMPSTER ENCLOSURE DETAIL N.T.S. DEPTH TO INVERT VARIES SEE PROFILES IN. I.D. + 2' MIN, 12' MIN. 12- 12' V L0-0--o-0-06080801 02p?02020 0 0 0 PROPOSED GRADE .-PAVEMENT SECTION OR LANDSCAPING <SEE PLANS> WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' APPROVED BACKFILL PLACED AND '_�COMPACTED IN 12' LAYERS SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D,O.T, M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE 13EDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER, MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE. BACKFILL TO SPRINGLINE OF PIPE \JTT� WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE TOWN OF SOUTH WINDSOR STORM DRAIN STANDARD DETAIL TRENCH DETAIL JUNE, 1997 REVISED. REMSIONS 860-291-8755 DEMMLS esign dProfessionals, inc. L DRA WjV- Kkfl ED. GBS 1 5-14-03 GENERAL REVISIONS MHA -FDA TE: 412,310J Civil Engineers - Planners - Surveyors - CIS 11016 No.: 1-452 NO. DA TE DESCRIPTION By 65 south sotellite road - south windsor - connecticut 06074 DRA WNG NO.: WOBS \ 1552 lI, DE TA /k S. D WG Un 0 rVLurch y ty %wll A 90 lEffington ]Road Wk&or NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR SHEET NMI- b.. m R- Avg I 7 W-0 rw! 4C- .010MR, _7 _ti -Avw.1 zmf ol QW- KEY BOTANICAL NAME COMMON NAME SIZE TYPE REMARKS: 2 I AS AN ACER SACMiARUM 'GREEN MOUNTAIW AESCULAJS HIPPOCASTANUM GREEN MOUNTAIN SUGAR MAPLE HORSE CHESNUT r-211 .;C CAL 2*-217r CAL B&B B&S PLANT AS SHOWN SPECIMEN 7REE 22 6 AP AESCULM PARVIFOUA BOTTLEBRUSH BUCKEYE 2e-W SPIRD. CONt w ma 7 AD AMELANCHIER CANADOW *NEWPORT, SHAD BLOW 11/9- CAL B&B MUL71--STEM I FP FRAXINUS PENNSYVANIcA 'JERSEY NEVAKM GREEN ASH r-211r CAL B&B PLANT AS SH004 IOP M OPACA. PRINCESS' JERSEY PRINCESS AMERICAN HOLLY W-r HT S&B SPECIMEN 1 IOK 11= OPACA 'JERSEY KNIGH7' 'SPARKLESERRY' JERSEY KNIGHT AMERICAN HOLLY (V-7' HT B&B SPECIMEN(MALE) 40 IV ILEX VERWLIATA SPARKLEBERRY VAN7ERBERRY :r-.V HT CONT, lemm 69 Ji JUMPEROUS HORIZONTALIS CREEPING JUMPER lir-2,C SPRD. CONt 4!0.M 5 35 MS MIR MALUS SNOW DRIFT MYRICA PEMSYLVANICA SNOW DRIFT CRABAPPLE NORRIERN BAYBERRY 13/4!- CAL 2!-.V HT CONT, CONT. KANT AS SHOWN 61 O.Q 1100 INK NARCISSUS 'KING ALFREV KING ALFRED DAFFODILS BULBS NO.1 IrO.C. 8 9 PA Pi PICEA ABIES PIERIS JAPONICA NORWAY SPRUCE JAPANESE ANDROMEDA 6!-r HT 2,C-30r HT B&B CONT. PLACE AS SHOWN w O.C. ,20 PN PS PINUS NIGRA , P*= AUSTRIAN PRE fr-"r HT am PLACE AS SHOWN 17 4 QR SYROBUS QUERCUS RUBRUM EASTERN VH7E PINE NOR7HERN RED OAK 8!-7' HT r-211*r CAL B&B B&S PLACE AS SHOYM PLACE AS SHOWN 8 42 RD RHODODENDRON CAROLINIANUM CAROLINA RHODODENRON W-30' HT CONT. w O.C. VC VACCINIUM CORYMBOSUM HIGHOM BLUEBERRY 2!-.V HT CONT. Ir O.m 22 VP V93URNUM PLICAIM 'SHASTA! SHASTA VIBURNUM r-.V HT CONT. 51 O.C. 34 10 ILEX CRENATA 'GREEN LUSMe GREEN LUS71ER JAPANESE HOLLY 2!-,V HT CONT. %V = An C MA SIGHTUNE-299.9' IF N T 3 R MAILBOX DISTANCE-185.48' - 4X4 / IS MOVED. fE GA 1 Q� 180' INFILTRATION TRENCH N T. 77�t-,, H IN 77.0 140' INFILTRA11ON IOK Ile TRENCH EX. SCH001- SIGN lot .41' No. 2 N/F /INV. SNET Co. 342 5 j INS' rZ DDEN 1250 . G /"ERIC R. & RACHEL CLARK I SCREEN §EPTIC TAN NV.(IN) -77 NV.(OUUT)- .50 PROP. ;W0,001 8' YADE SAOCK41DE FENCIT 'Irv. I GRASS PAVERS RAIN QARIM PLANTING NO. 2 80. us BROW SrONE NOTE - BELOW 8"ATION 76.006 SEEDING MKTURE ML MLM ms 1. NEW ENGLAND EROSION CONTROL RESTIORAIM MIX BY NEW MS IENGLAND %ETLANI) RANTS. INC- AMWW MA. AT 14 LBS/11000W&F. BELOW 8"ATION 7&W KANT TW FOLLOWQ 2. 50-CAW-X CRIWA(FRINGED SEDGE�-4- POT W= & W-CAFQ:X APULINA (HOP SEDSO-e PqT /_ 9--1 / SO.Q 4, 50-CAM SOWARIA (BROOM PoT/,Ymm 5-0 5. 50-CAREX STRICTA (RUSSOCK Pm/mc, 79,75,y 8O.00,,� 0. 50-M VERMCGLOR fSac X77 4 7. 15--rA-CLE7HRA ALN OR P83MM BUSH) .75 & 2D-CS-CORM)S SERIWA 9. SHRUB TO BE PROVIDED HTo AND PLANTED SNET Co. IN GROUPINGS OF 4 CENTERED W-V No. 2,341 300 w 4:511 N/F ROBERT B. & X78.2 JUDITH A. GALAISE 7-< 1416' INFILTRATION TRENCH 3- 0. H. 0. X78.1 PAVED LEAKOFF(TYP.) I P- 80' PROPOSED NEW NOTES: 5- 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. N /F 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 3. PROPERTY IS UNDER THE OWNERSHIP OF DAVID G. MOULTON. JULIA RACKAUSKIJOHNSON 4. PROPERTY/BOUNDARY LINES WERE ESTABLISHED BY MEANS OF MNLBOX OCCUPATION PRIMARILY BY EVIDENCE AND REMNANTS OF WIRE A(NL&O)( FENCES. TOTAL ACREAGE OF TWO LOTS IS 9.25 AC. 5. ADEQUATE SIGHTLINE OF MINIMUM 540' NORTH AND 490' SOUTH ON ELLINGTON ROAD IS PROVIDED. REQUIREMENTS BASED ON 85TH PERCENTILE J/ SPEEDS IN THE AREA AS PROVIDED BY THE DOT. *IF AFTER THE DRIVEWAY IS CONSTRUCTED, THE EVERGREEN TREE(S) IN FRONT OF N/F GAILAISE CAUSE A SIGHT LINE PROBLEM, THEN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SHALL BE NOTIFIED TO REINVESTIGATE $NET #2339 THE SITE AND PRUNE OR REMOVE SAID TREE(S) IF NECESSARY, TO PROVIDE THE REQUIRED SIGHT LINE. 5. WETLANDS FLAGGING WAS DONE BY PROFESSIONAL SOIL SCIENTIST, JOHN IANNI. OF HIGHLAND SOILS. L.L.C, ON 1/21/98. TEST PIT DATA: 6. ROOF LEADERS TO BE COLLECTED IN 6" SOLID PIPE - MIN. COVER 2' 0 0.5% SLOPE. SOIL SAMPLED BY DESIGN PROf MAP REFERENCES: TEST PIT #1: 1. BOUNDARY SURVEY FOR "LAKEWOOD" R.S.K. CONTRACTORS. INC. 0 - a TOPSOIL ELLINGTON RD., SOUTH WINDSOR, CONNECTICUT DATE 2-2-85, 8 - 118" TAN FINE SILTY SCALE 1"=40' PROJ. N. 83-53A, SHEETS 1, 2 & 3 OF 3, FUSS K 0 118- = 39.5 FT/DAY EX. HYDRANT & O'NEILL, CONSULTING ENGINEERS. LEGEND EX. r 2. SUBDIVISION PLAN - TUDOR HILL SECTION 11, PROPERTY OF GEORGE J. 0 EXISTING IRON PIN TEST PIT #2: MAWOX ACHENBACH, SOUTH WINDSOR, CONN. SCALE 1"=40', DATE 4-22-74 0 IRON PIN TO BE SET 0 - 14 TOPSOIL SNET #2338 REV. TO 7-17-74, SHEET 1 OF 4, ACHENBACH REALTY COMPANIES, 0 EXISTING MONUMENT 14 - 36" REDDISH SILTY TRAFFIC LIGHT 3. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP - 36 - 106" GRAY -BROWN F1 TOWN OF SOUTH WINDSOR. EAST HARTFORD - WAPPING ROAD FROM LIGHTING POLE FIXTURE K 0 106" 73.3 FT/DAY EX. SIGN A POINT ABOUT 1,070 FT. SOUTHERLY FROM THE PODUNK RIVER LIGHTING BOLLARD DO NOT PASS NORTHERLY AND EASTERLY ABOUT 6,300 FT. - ROUTE NO. 15, SCALE TEST PIT p: 1"=40% NUMBER 132-04, SHEET 1 OF 3, NOV. 30, 1936. §29. EXISTING CONTOUR 0 - 14 TOPSOIL -CEO- PROPOSED CONTOUR 14 - 30" REDDISH BROWN -RL - ROOF LEADER 30 - 108" TAN FINE SILTY -&A�, EXISTING TREELINE K (AVG.) 25.7 FT/DAY PROPOSED SILT FENCE �ET #2337 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. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 5-6-2003 PER TOWN COMMENTS RLS CONSTRUCTION. 04-09-03 REVISED LANDSCAPE RLS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. DA TE DESCRIPTION BY P, -7 LF 35 A& PROP. A2 CALLON NEW TREELINE GREASE TRAP 71 INV. (IN)w7&15 &A, v EX. WRE FENCE ED V4RE IN -VMAL r "? GARDEN PLAN71NO NO. 3 1 41 NOTE: I.P BELOW ELEVATICNIJU SEEDIND MMURE *WL INCLUDL 1. NEW ENGLAND CONTROL. RMORATION MM BY WW 0"AND WMLAND g��W-. COW M&MAT 1.0 LW.AOOO&F. BELOW M"ATM I FMI�W Z 60-CAM CRINITA(FRINGEO SEDU*-_4- pq/34MC. 3, W-CAM APUUNA (WIP Mop-4r MT/ Mr_ B 41� 60-CAM SOOPARIA (El1ROOM SEDGp-,r P"/.VO.C. 56 50-� sn=A (RUSSM SEDG*-e P"/Som. IL 80-M VEPJ$COLOR (BLIJBIM)-e POT/3'O.C. 7.115-CA-CLEDM ALWWA (SWMT BUSH OR PEIIPER MOO a %*tUB SPE= TO BE PRWMED %WL BE 3e HT. AM PLAN78D & 1b-CS-4)ORt= SERIM (RED-4DM DOQWM) IN CROUPOM OF 5, CEN7ERED V-* E. 1. F3. 1102 FP PROP. J IDUMPSr I Q it R, FIR ............ PROPOSED NEW TREELINE P '3 -PA 19 X84.8 �P IT- .1 1 / .1 1 1 1 0 1 -- , --- -------------- ----- BARBECv INIRVN JREE TfICAL/ 3-PS NE� I-N S: . . .......................... . ....................... . NEW TREEIJNE :.-SSIONALS, INC. 2-111-98 ;AND TEST PIT #4: 0 - 12 TOPSOIL 12 - 24* REDDISH BROWN FINE SANDY LOAM 24 - 110" GRAY -BROWN SILTY SAND K (AVG.) 18.7 FT/DAY - - - - - - - - - - %ND IE SILTY SAND TEST PIT 0 - 84P HARDPAN WETLANDS SOIL NOT TESTED FOR PERMEABILITY TEST PIT #6: FINE SILTY LOAM W,/ROOTS 0 - 6 TOPSOIL WAEAFY DEBRIS 'AND 0 - 38" ROOTS PRESENT 6 - 116" REDDISH SAND & GRAVEL MIX K 0 110" 28.0 FT/DAY 'BAR$ED VVIRE IN IN. EE �!� TYPICAL Tel. 860-291-8755 GRAPHIC SCAM Fox 860-291-8757 40 D 20 40 so esign LMOISCAM PLAN rof essionals, Inc. IN FEET civil engineers - planners surveyors DES7GN: RL 8 RLB 1 inch = 40 ft. landscape architects - gis gps JOB iVo.: 1452 := =DAT�E,- .4-7-2003 165 South Satellite Road, South Windsor, Connecticut 06074 DRA WNG No: SER -- .��RIJOBS /I 4521L 1. D WG PREPARED FOR: Z-V Y-7 UNITY %.,ju UR 919 Mfinston IR10ad South wim&or commectacut SHEET L L