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HomeMy WebLinkAboutPlan Jehovah&apos;s Witnesses Sp Ex Site Plan ,JI I t l 1 i ov '50 LOCATION PLAN 7 1. y _ 3 s 1 Z I I 1ST OF ORA INNS, Irr vv SoUrm ■�/ t OR _4v NHAM T E T _91mmoft, Mel m A EEL" SOUTH WINDSOjm CONNinicTICU ' 4t-,7_7o RVEY � xA T 10 N SV SU b� _ LA 1 PLOT' PLAN H UTILITY PLAN ' E S SITE GRADING AND Aki S Ax LA2 QL 3 SOIL ER 0 SION AND SEDIMENT CONTROL PLAN � r _ P' LANDSCAPE AND LIGHTING PLAN _ : a, .-- LA4 . . , H% DERU ° N _. FLA DETAILS � Al L 0 WER FLOOR PLAN A iA2 MAIN FLOOR PLAN s a tA3 BUILDING ELEVATIONS NORM _u IMF L A N I rd A Rp a - d aT. ARCHITECTURE CODESPOTI scaLE SITE PLANNING ENGINEERING 1^_ 00 CODESPOTI SITE LANDSCAPE ARCHITECTURE INTERIOR DESIGN DESIGN GROUP ENGINEERING �� �AT�S LAND SURVEYING LAND USE CONSULTING Professional Corporation ASSO 4 44 44## } 44}} { { {{ {{ { { ff {{ iiff IIIIIi II 44 44 44 44 llllllll�llll�lll��lf��llll��I�Illl��lll�lllll[II�Illlllllll11ll1lllllllllllll }} jj }} {{� {{ffff ii {{ {{ ffIIiiIIII IIIII �� �{ iii1 � ii � 1�ll � lllillllll��l�i �l� ll�lill � flli COLONY STREET • ��i����l���l����l���ll1���1�1����i��lllll��l##!�� 21 �-23 3060 MAIN STREET 203 MERIDEN, CONNECTICUT STRATFORD,CONNECTICUT 06450 203-237 9860 06497 203--375-3661 t 4 S f14 q<<.�? • I 'r REViSICENB gY " J NOV. 2 5t 198 8 NEW JANUARY12,1989 NEW _ FEBRUARY 7, 1989 NEW 50 JUNE 2,1989 NEW 3O� S 'O °�6 t O Id 1 F JUNE 30,1989 NEW DR .45 t t . HELCO o 4s A�N'4G� $aa.�2 e tl t f 1 I DULY 5,1989 NEW 7' --- O SOT t 1 t f ! r OCT. 2 5,19 89 NEW • _ , � 1 t II t I 1 1 � I 1 87° ' 25 E 22 _ •� � ! } 1 \ -.�..� , 'I t vi �� 1 � w'•� 14 8.32 1 - 4� . � �l�7 �•23 4aE 5 87 22 25'• Em ,� � � i • i o t J I WETLANDS � „ ..w-,► \` ; \ ; ` . ` i 1 so.o t LIMIT .LINE __�_�..:. - 45 `I4 �� 1 t1 } 1 I t AS SET IN THE FIELD �46 -�' 4 t } I ( 1 f { 1 HENRY MOELLER SOIL- " - • ,.. �•.� .,, 43 N/F SCIENTIST AUG. 1988 .`- - 39 I ( 1 l r r r !I 1 \ THERESA M. ! WARREN LOCATED BY FIELD SURVEY»SEPT. 1988 • "' L 41 38 J } 40 u, NOTE: �, NO REGULATED ACTIVITY PROPOSED ; ' -37 f li 1 I I t j 1 It 1 I I {{ WITHIN DESIGNATED WETLANDS. , z I i I ' .,^1,_.,.�z r � i I t 11 t � ! 1 I I i 'f� ► I .j �36 N/>" C — I .°•• •.. ,. . 35 1 , LARM INE J. NAPOLITANO 7-run aP S-btL _ `dkdA<>t „ 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CONN.06074 �•. I 1 t \ 1 1 1 r j 1 �} Z �t - - AREA CODE 203 b44.25l1 ''r y — �. 34 December. 20, 1988 I I } } ( I I 1 LOT 1 —_ South Windsor Congregation of Jehovah's Witnesses / 1 ( 4l 1 i I t AREA N/F c/o Raymond Mack ...,, " 1 \ r 1 1 t l I I l , 1 �.�.6 c} A C. H' 59 Lovell Avenue ", +!!! PARCEL F3 Windsor, CT 0606b I fl S I t r ` f I i 1�3,478 Sq.Ft. may__--- a Q - � F Z RESUBDiViSION OF PROPERTY ..-.. ' 1 1 � I � o � — � w o � OF EMANUE`1ELAL LUGINBUHL RE: Application r88-871' _ I \1 I ( 1 I I i J I j i �/ o W Q Gentlemen: "'• t ( I At the December 19, 1988 meeting, the Inland Wetlands a" \ ` ` } 1 I ' I I O 1 r v' _ O — $Q Agency/Conservation Commission approved with modifications �! STEPI-I EN C. cg, MARIE M. V °� = Application #88-87P - TWA/CC permit for a resubdivision of industrial '••+. \ l l DUSSAU LT zoned land located an the northerly side of Burnham Street and ` t , t i r r ! I I N1 } westerly side of Long Hill Road, I zone. PA R C E L r t ! l 1 I h Z 1 The following modifications must be adhered to for this permit to be „- ; t 1 } 4 ! t � � � � J ,•� f �, f � / Z valid: - 1 t [I I , �, l ', TOTAL AREA : 13.2 0 Ac. I,� o 1. Black and white transparent mylars of sheets # 3 of 3 with , 1 1 1 l the above modifications and this letter reproduced thereon r t } } 1 4 574 r780 Sf 1,Ft, U 1 . t y together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must bb completed and reviewed Q g p prior to t , W� any construction activity on the site. 1 I } I I \ PARCEL I S I N ZONES : I & RR M"1 In DRAINAGE EASEMENT IN ,•�• '' � � FAVOR OFPARCEL 'P 2. Construction activities shall be sub42ct to the approval of r l ' t PARCEL IS IN FIRM ZONE C _ Z AT THIS POINT i W� the Town Engineer. •' .. -'• t� I � /�! FIRM MAP NO. 090036 0007 B � 3. The application shall indemnify and hold harmless the Town •� ' t ( ' >; 1 � { �-•, 1 { of South Windsor against any liability which might result + f" l l ` /- j MAY 1 , 19BO Q from the proposed operation or use. IIr \ �\ 11 1 / 1 I W 4. The permit is valid for one year and shall expire December t y I t ` 1 SITE !S TOTALLY WOODED U i9, 1989. _ � U (� 5. All approvals required must be obtained and submitted prioz ,, ! t ' ' t t , ' \ �} to any activity on the site. r I LEGEND 0 ` 6. A contact person shall he identified directly on the plans. '' ' -1 1 I 7. A pre-construction meeting must be held with Town Staff L 18 \\ - ,2 1 t , r 5 1 ` / f ELVA KIgI� (� CATCH BASIN Q � prior to construction. .: .1. \ LOT( �•. t 1 ` 1 4 4 MANHOLE e I \ ( I I 1 o MANH 8. Erosion and sedimentation measures shall be applied to all �" AfI I `i k > y disturbed areas These areas must be loomed and seeded. 99/ 1 I ^ C } ., \ I I 1 , I I """' SANITARY SEWER o EL �.., `_'f y/ H jjj ' 9. This permit is for subdivision only - any activity an site t: } t I 1 I I I 1 I I -�- DIRECTION OF DRAINAGE FLAW co will require a permit, reference Section 7.2 of the Inland 434,336 q• I ! 1 ( 1 , 1 t W Wetlands/Conservation Regulations. WETLANDS LIMIT LINE W �°�ry trul yaurs� -� ,: i I ( I I 1 I \ 1 �4 L WETLANDS FLAGGING q2 CONTOUR LINE S John M. MEran, Jr., Chairman 1Fi / I I i t I , I �I /# _,/ t0'CONTOUR LINE Inland wetlands Agency/ �, y --W— WATER LINE Z • Z ' Conservation Commission .•• // �I r r � t ' ) I \ I 1 ` t � r DRAINAGE EASEMENT IN © ' . �� ! 1 I [ I I ' . i f ' / � / /`� / ' I 1 �) \ BUILDING SETBACK 1 ,SUBDIVIDER FAVOR OF PARCEL 'B ,� JMMJr./pmm /� - / 1 AT THIS POINT En N O. 15 / I I { m Co ry Enclosure _ / 1 I I \ ` { I 1 1 LINES �TYP) �...�- o m--� cc: A.B. Davies, Deputy Town Engineer / ''�� `� // w• SOUTH WINDSOR CONGREGATION OFJEHOVAH S WITNESSES TOPO�RAPH1 C 1 1 v � Marcia Banach, Director of Planning- t John R. Collins, Chief Building Official "-I / I 1 r \ - M Michael Gantick, Director of Public works ,, 1'4 / / 1 ! I I f. \ -APPROX..LOCATION AT iON C/O RAY MO N D MACK SURVEY Raymond Hallowell, Chairman, Planning &' Zoning .,, % �r� } ` ; 1 1 } , ! �\ ♦\ 59 LOVELL AVENUE INLAND WETLANDS AGENCY/CONSERVATION COMMISSION _. / / / j ( 1 �� I RQ WINDSOR, CT 06095 -15.0.: .r'° NNO CURB SIGNATURE DATE �- .� j , I 1 i (♦ \ TOPOGRAPHIC FEATURES SHOWN HEREON, WERE �� ! ` ` } w gCLC PREPARED IN ACCORDANCE WITH CLASS T D -•(� ` '"�� r� S00041150 W Np--CERTIFICA=N AND/OR DECLARATION IS EXP2ESSED _ 12 ASEME� L \ ` W ��� j� 8,00 OR TMPLIER BY THIS :KAP UNLESS IT BEAF S THE SEAL 2. E 1 1 �� DRAI�}�GE \ \ / �`� O AND ORIGINAL SIGNATURE OF THE SURVEYOR/ENGINEER f-' 5 7 g 10 11 i � ;3 1 .1 t — \ 1 r� / WHOSE NktlE AND REGISTRATION I3U%IBER APPEAR BELOW. ���'�� NEW 82 / r p CHECKED _ .3 63T // / 872.62 \ / �l o I hereby declare that this map is substantially DATE �" correct. This map and survey were prepared in SEPT 14, 1988 =z -�-"`'�� �� / o accordance with the standards of a Class A-2 _ - 1 66 .�_'- —` W ••��'"'" 1 survey as defined in the "Recommended Standards SCALE ♦ r -- _ L LAND TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR .. for Surveys and Maps in the State of Connecticut 1 ' 4� - FOR STREET WIDENING PURPOSES, 'JQe N 0 W ,. L as prepared and adopted by the Connecticut W AREA 0160 Ac. 6,966 Sq.Ft.• Association of Land Surveyors , Inc. , on 1554 l SHEET Septe.-.ber 13, 1984 . , Q� 9 c O 2 5 6 07 E� 8,03 ury yor Date Reg. No. S V OF 5 SHEETS ,.. 3543 hill I t 0il,Ili 11T F111INT IN( _ j • ASIT.F A4 T4 A m , ' ZONE RR LOT AREA 3.064 Ac. 133,470 sf. ? 0 s tail Oi 30' REQUI[1!L_Z ALLOWEL PROPOSEL tr rn �S BUILDING SETBAi:KS -- . --- - - Or E,V4�vr FRONT 50 feet 225 feet (/) T SIDE 20 feet 61 feet Z W ` O COT l REAR 50 feet 230 feet o 0 n wM ` BUFFERS Q I<S \ FROM INDUSTRIAL ZONE 50 feet 50 feet � ce FROM RESIDENTIAL ZONE 20 feet 20 feet o PARKING REQUIREMENTS 1 space per 250 sf. 1 space per 135 sf. U cr_ `\ 74 spaces 124 spaces a a. a BUILDING AREA 1 QX Lot Coverage 6.3% Leverage . • \` 13,347 sf. 8360 sf. n//f HELLO SITE COVERAGE 50% 43% ` BUILDING HEIGHT 2.5 stories 1.5 stories 30 feet 24.5 feet \� NOTE: Waiver required for 9'x18' parking space striping. ADJOINERS WITHIN `SOD FEET: 7 Mnp Parcel Name 6 Address C�, 46 2 Elva Kibbe iU Long Hill Rd. ,...,, dj�jrL Q���LGZi2• WLIZ(LA2l� — -_ _ South Windsor, Ct. 06074 ' \ 4 1540 SULLIVAN AVENUE SOUTH WINOSnR.CONN.06074 -,•-•,•,-^�, � AREA CODE 2fJ7 644.25n !'- 15 � l `.' ]•5•R I n/f 45 3 Steven C. L Marie M. pus5aul � � 1 1 1 THERESA M. WARREN 19 Long dill Rd. 1 South Windsor. Ct. 06074 1 28 14 July 19, 199D 7.!'R 1 p 1 4n 4 Carmine J. Na olitano 29 Long Hill Rd. 2 4•R i South Windsor, Ct. 06074 Mr. Santo Giangrave Codeepoti Design Group 1 46 5 'Teresa M. warren 1 — 21-23 Colony Street 92'R 'R 1 39 Long Hill Rd. — Meriden, CT 06450 —_ 1 1.5'R 48 1 South Windsor, Ct. 06074 — Dear Mr. Giangravee 47 1 � — 46 6 Elva Kibbe a _ 'Res Application iB9-47P, Jehovah's Witnesses, Special 1 1 10 Long Windsor, Rd. _ Exception to Article 4.1.8.b and Site Plan 1 South Windsor, Ct. 06074 We are pleased to advise that the Planning and zoning Commission 1 i 46 7 HELLO o settlement of pending litigation of ' Long Hill Rd. voted to approve, ne a and zoning Commission, Jehovah's Witnesses versus the Planning 9 1 south Windsor, Ct. 06074 Application i89-47P for a Special Exception to Article 4.1.8,b 1 24- 18' 27' 18' 24' 18' development. for property located on the north 50l 46 6 Helen Hilt (3 = N U M and site plan of WO I side of Burnham Street. This approval is based on plane prepared Iou h Windsor, Hill Rd. _ by Codespnti and Associates, Sheets SV, AI-AS, LA5 revised 1 0 = Chin through May 8, 1990,ss and is subject to the following 15'R 5'R i South Windsor, Ct. 06074 — �Zenrl 1 46 18 Jean F. Klein O p I modifications: _ I. Prior to commencement of any site work, a meeting must be 40 1 59 57 156 --v I 79 Long Hill Rd. � r = W�n held with town Staff. I South Windsor, Ct. 06074 r ) 2. No building permits will be issued until the final mylars, 4'R 4'R 4'R 4•R 1 1 n/f n6 19 HELLO W $ have been filed in the Town Clerk's Office. 1 CARMINE J. NAPOLTTANO Long Hill Rd. 40.12' 3� PARKING AREA 'Er 1.75' Q 64 CARS i South Windsor, Ct. 06074 = Q p 3. This application is subject to the conditions of approval1.5'R 1 O MZ Inland Wetlands A ency/Conservation Commission, 5'R • � -, "6 20 Richards Elva Kibbe ¢ of the Inla 9 including a bond in the amount of 65,000. 1 4'R 1 10 Long Hill Rd. 1 30' 60 fi4 15'R ( South Windsor, Ct. 06074 `/ � -� I`7�Q 4. An as-built plan is required prior to issuance of a '`$ ^$ "� '� 1 Certificate of occupancy per Section 4.13.10 of the zoning 1 46 21 Elva Kibbe 1 10 Long Hill Rd. � Regulations. I S. Footing drains are required if the building has a basement- 1 1 South Windsor, Ct. 06074 1 � f � 6. A landscape bond in the amount of $5,000ara required and 1 L__ W must be submitted prior to filing y ��.�»r,., 1 `jai et bear the � 1 , 1 _��- W 7. All plans used in the field by the developer mu 1 1 K E Y M A P SCALE: 1 n 2 0 U t z stamp and authorized signature of the Town of South 1 f 85' I ^.�.^ " �7 Windsor. 1 �� from the 8.. No on-street parking is permitted. A sidewalk along 1 site driveway west to the property line is required1 1 / the Burnham Street frontage (built to Town specifications) 1 1 to connect to adjacent parking (when available). 1 m Iars of Sheets tSV and LAS with the 72' 1 Slack and white transparent y lea of the three blueprint cap 1 nA above modificatiansr together with th p -entire sat of plane must be submitted to this Commission within 1 1 STEPHEN C. & MARIE M. DUSSAULT « 30 days to be stamped and signed. The Wetlnre ndsof approb$1 of 1 6' S()•1 1 as the Inland this Commission, as wel ba reproduced on the mylare. Agency/Conservation Commission, must p 36.83' 1 24' 1 �18 After the mylars have been signed by the Commission, they will be 1 N returned to you- for filing in the Office of the Town Clerk within 1 �.�«..«.....��J j �} 90 days. After filing these plans, a copy of the receipt must be 81.18 1 1 Department- w submitted to the Planning verytruly yours, 115 R 5 R 1 / -7 ' 1 19 THE PLANNING AND ZONING COMMISSION 1 60'R WETLANDS LIMIT typ. 4 C' lam/I''�` Louise C. Evans CONCDUMPRETE TER ON .25'R 1 E� Chairman CONCRETE PAD 1 1 I WETLANDS •�-- Q e o cc: Inland Wetlands Agency/Conservation Commission 1 fi0 O 19 114 _ M. Banach Planning Director 1 fi'R 1 LIMIT %lit M r J. Collins, Chief Building Official ( 13 1 LINE J. Iazzetta, Town Engineer F. Shaw, Suet. of Pollution Control 1 I �- E. Belleville, A1380"Or 1 20 12 5 _ 4 W. Canning, Fire Marshal 1 O r- 1 `"I Registrar of Voters 1 1 Contact Person 1 :d• PARKING AREA 'A" ( ELVA/KIBB - 3" 1 N 60 CARS 1 ! + -20- 1 2 -�- Tft t 0 31 °� 26 -2- 0 2,- PLOT 50 8' 4• 32 io 37 1 i PUN __"'��—"51 MENT "v- 1 BURN HA —'.= STR N A 47 1 1 J 46 —'fib r 38 J 7.5'R �O h SIGN D1Gwi AREA TO REMAIN CLEA -- CHa , -� ----- ' ��---- 25'R 25' -------- ' 30' DRAINAGE EASEMENT \ . �---_ ____ ---_ DAZE 90ALE CURB CUT WIDTH REDUCED TO 40' AS PER EAST HARTFORD TOWN ENGINEER'S LETTER DATED 10/12/89. 1�4 NEW C N OF SOUTH WINDSOR SPECIFICATIONS SEES PU1q1V HAff Ay utt_Iltttrrittttti�l ' 4 U IM rip 4 O I _�_ o � O - , _ __!-- --' w z filter fabric �_' N 4'S`sttme FnT' RAP r0� . 6' PROPOSED GRADE -�i - - Zw Q W rn size CHANNEL LINING r = a o'. sa �. .�.::: . tOc� 1 5WALE INTERCEPTOR Oc8 � _ z t TOP E L.100.0 uj tit -41 3p. FILTER FABRIC -- K-•� EXISTING GRADE I BOTTOM EL.97.75 Z O� 0�� CRUSHED STONE- o -Q t,.t o NAGS 1'stx,e size 9 0 0 W u1-} fAS�MFjy +INFILTRATOR" pod o O �p ° t5' Y) j0 i ©w TO CO HIGH CAPACITY oeQ O o° pop0t 0 2.25" PROPERTY LINE S Ot- > ¢� T 1 PLASTIC GALLERY o oop DO 1 W o D CC zJ (Specification for H-10 �o°o�G g o a A A O 0- o {oad ) ° o O o�e OD � ,��a o a p ro . ?o oa ��o•� ' SECTION A-A , 0 ©a w a_ \S >p=26, a mro+ 0 D 0 6�4�o o ° d 4aro �" SCALE 1'_ 10 �4 O LL ad �¢ •. . ao v � � SWALE INT5RCEPTOR DETAIL 4' 25 4' 2.9' 4' \ o/f HELCO SCALE:Ill 1" 1 _ r pp EP RAP PROPOSED GRADE `r rtS-WALE INTERCEPTOR 100 EX{STIN �-"""� L.101.05 ,`�` \ \ G � F�gq.,p` �5" �, � GRADE BOTTOM E L.98.80 `•� •p2 STOtt 1 9 - PROPERTY LINE 19'—�S3'-15" W ' N \37'-35" E 7F8 \ INV 85.5 In 5.00' ' 15.05' / go B Q ' \ ' t ' >o. , s 87-22'-25" E SECTION B--B —26' 4 . 148 32 , \ �? $ S 87-22'-25" E ' ! S LE:1°:10 s w-26'-48 O 6 50.00� —" ` ` \ 7T # 6" ONE RIP RAP 1 f 102-00 A ' Topographic features,shown hereon,were prepared in i I -----r- - ----- -_- accordance with Class T 2. o � ► I .1 0 o `, ' r t + ` i ; r "-- / :THERESAn f WARREN y p y correct # -This map II I hereby declare this in accordan etwith the standards of a and survey prepared Class A-2 survey as defined in the"Recommended Standards for Surveys and Maps in the State of Connecticut"as prepared and 340' INTERCEPTOR skALE ! # adopted by the Connecticut Association of Land Surveyors,Inc., (SEE DETAIL) . 03 SLOPE t t A \ September 13, i9$4. P- on — U RASSED o + , I i i ,# , i l '� 1465$ _ 9 n I + t I z w � � Aarry .Hammons Date License# — r 0 � 102.8 / E t ! 1 # = (3 - 6" STONE SIZE # p2 / RIP RAP ( �{ ! 1 i r. „ 0 U) W N # ' U) I 4'-0" \ ' r r i f , / i i j n/f Ld CARMINE J. NAPOLtTANO Q � �o STANDARD CL ' ! i 1 ( r C 8 # DRAINAGE CONSTRUCTION SEQUENCE CATCH BASIN TOP { r ! 14 LFr 8" PVC # i t 1.) Slit fencing and outlet protection to be installed prior to F. c\i W , r } r I any grading disturbances. O \ r r / ' tt i \ I t , 2.) Storm drainage installation to commence in an uphill direction from the ftorod end to the Swale interceptor. 3.) Swale p interceptor to be Installed and gradedand according to deta!#s 100 O .. i , 1: '. ' j ; t t # +'! I / l elevation to Insure, thatovasin ert pping shall ewill not occurepr below final END OF PLASTIC , r i ' I I I I I I ` final stabilization and planting. LA \ I t I ( I � to P O i t GALLERY r` / I jj t I t I 0 1' 1' 4.) Storm drainage for the parking and building shalt be connected cd N RIP RAP -SWALE r 1 r' ' /. I t l E i I �� (,EM �,E1/A1�I i to Swale interceptor as shown on design drawings. � O O Wt I t Af,I '. I lfAt l I if ll r t ! a) 00 j 4 ( 114A j ^' cn 5.) At completion of all grading and construction all siltation and Irv - r r C B TEN© OF 5WALE } r i if 1 ? { i n> w I f ( LEV!!:L Q.IYAfION I ' o sedimentation shall be removed from the drainage system to DET 1L \ ! ! I €nsure a clean system. All 8ott erosion contral measures to v I I {' { 103A , I n/f be removed and sediments to be disposed of at the direction ♦N L411-A i I ! # N.r+ ! ! i I j STEPHEN C. & MARIE M. DUSSAULT of the town engineer / wetlands enforcement officer, t PLAN VIEW r \ ` \ \ 1 ` j '1 / � FOLI DRAINS SCAL E: 1=�' # It } 1 i I LEGEND ( , ' EXISTING CONTOUR '► '_ PROPOSED CONTOUR Q (� EXISTING MANHOLE EXISTING CATCH BASIN t i ` tl Nv. 99.75 aEXISTING SANITARY LINE NNECTON,TO BE # t I DE INTO E6LLERY EXISTING STORM LINE 102.4 t. 3�tf a" �VC b .0 t7 11 --------_- EXISTING GUTTER LINE WIN, __1 102. TF 20 �, I EASEMENT LINEQ� FENCE �r—II--o-- GUARD RAIL �100.0 + + t ` "I � 1 # t n f I - d GALi-ERY i I / Ut-Q- UTILITY POLE ELVA KIBB t a + ; I 0WV WATER VALVE 15" RCP---,,,,- °a wc�a ¢ a po /�� ` ' } ' + i +; ' i f © © STONE WALL TREE LINE ,SITE MONUMENT TO BE SET f GRAl�I W o LAMP POST 1 # , i , i I t�YD q HYDRANT N 'CL' TYPE CB �' , t + t 1 ! O i � SPOT ELEVATION tUTILITT ! GCB PROPOSED CATCH BASIN P"JV :upo/Dw PROPOSED DRY WELL PROPOSED STORM DRAIN ,f' f J ; ' t 1 } � 1 � ' _ - - ---- • PROPOSED MANHOLE A PROFILE VIEW - CT ION A-,� f PROPOSED SANITARY SEWER �_ sly ._ f � � 1 1 � , I , ` ' , S oo•-41';50" w E UNDERGROUND ELECTRIC HP 8.0o T UNDERGROUND TELEPHONE w UNDERGROUND WATER C�IID l� ---------�- `�— -- --�-� ` , / ` G UNDERGROUND GAS aA1! EMENT , ' SI SILT FENCE 3/,>!�/tip 30' aI;,AINAGE � `+ ST HAY BALE FILTER ICIM,L • ----- -----'_ . ------- ' , -- -� - . _ \ W , \ _.._ TV TEMPORARY VEGETATIVE COVER / _637..-' 873.13' EXISTING SAN MH CURB CUT WIDTH REDUCED TO 40' AS PER PV PERMANENT VEGETATIVE COVER / S Sg•_35'-45 W \ TF 106.20 EAST HARTFORD TOWN ENGINEERS LETTER 1Jlli64 N 02'-56'-07" E INV IN 97.2 DATED 10/12/89. DV DIVERSION " INV OUT-: . 8.03' - ' � RR RIP RAP OP OUTLET PROTECTION VP VEGETATIVE STREAM BANK PROTECTION jj yffA 1 L CE CONSTRUCTION ENTRANCE B'CJ ...iJ" ..J 1 I 1 `y SOILS LE6T.IVh m N NnA NINIGRET FINE SANDY LOAM 0 TO 3% SLOPES WkD WETHERSFIELD LOAM 15 TO 25X SLOPES Z PuB POQUONOCK SANDY LOAM 3 TO 8X SLOPESYell- m RaB RAINBOW SILT LOAM 3 TO 8X SLOPES RaA RAINBOW SILT LOAM 0 TO 39L SLOPES N ` Ta 0 Q V? ¢w W a \` 0 O¢ �CL Era ' HE 70� a slau�1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ��Osaa•ca�'� AREA CODE 203/644.2511 ` 1 E IP� � ` November 2 1989 t\m FE 4.0' South Windsor Congregation of Jehovah's Witness c/o Raymond Mack \ . •4 .� STO TF 8 .1 { 59 Lovell Avenue • Windsor, CT 06095 � \ INV §5.5 �2S CF r IA / SEQUENCE OF CONSTRUCTION 1 Dear Mr. Mack: \ S RCpr ' 1.) Locate and install hayboles at toe of all proposed fill slopes. 0 , , 2.) Clear and grub trees and vegetation in building and driveway areas Q - Kingdom - Burnham Re: Application #89-12P Kid Hall Bnham Street > • \ , , 6 , ♦ � 3.) Major stockpiling of topsoil will be as shown, stabilized with rye At the October 30, 1969 meeting, the Inland Wetlands j 6" E RIP P ' •�'~��� , R grass and perimeter hayboles. 1 v Agency/Conservation Commission approved with modifications �+�� 4.) Rough grade proposed entrance drive at Burnham Street and t' Application #89-12P - IWA/CC permit for the construction of a Kingdom ` ' ' �'� t construct mud tracking pad. a Hall located on the northerly side of Burnham Street and easterly , ' A 1 1010 �� 1 5. Rough grade parking areas and immediate stabilize all cut and 1 ( � � 1 / ,e,w �� � 1 } g g P 9 immediately � .. �-,�1°�.L; side of Lon Hill Road RR zone as shown on lane prepared b , 1 V 95.00 � 1 fill slopes along uphill and downhill sides of road with quick ., g r P P P Y j �..r� ♦ 1 go rmenabng rye seed mix as specified, install with specified ) , Codiespoti & Associates, dated February 22, 1989, project #1554. mulch. 6•) Drainage structures and pipes shall be installed. Haybales shall =-^ 1. Black and white transparent mylars of sheets # LA3 with the be installed in and around drainage structures as shown prior M THERESA WARREN � ,• above modifications, together with two blueprint copies of ` 1 1 M. 1 � to their becoming operable. � l the entire set of plans, must be submitted to this ' 1 ' 1 I 1 TO Sol OC PI Commission to be..stamped and signed. This must be ' ' , 1 I i , 1 7.) Construct building. I 'r completed within 65 days of approval prior to any 1 , 1 ! I ` A. The building shall have footing and roof gutter systems.ale construction acti ity on the site. 1 340' INTERC OR SWALE 1 ` ! All footing and roof drains shall be fed into the storm (SEE DETAIL) 03 SLOPE 1 ( { rr ` ors ) 1 drainage system. 2. Construction activities shall be subject to the approval of ` 1 ( 1 y� 1 ' S. During construction shutdown for any extended period of time the Town Engineer. byraore hydrosaeedseven application of rye exposed soilsor fabric be netting,nettinsfgaboli�ed _ other suitable manner. _ 3. The application shall indemnify and hold harmless the Town C. During temporary shutdown due to inclement weather. exposed of South Windsor against any liability which might result \ ` r { I 1 C areas also must be appropriately stabilized. from the proposed operation or use. / r { ( 1 D. Additional meas may be required by the authorized agent 2 9 (Inspector) forth ity's Inland Wetland,Agency. 4 . We recommend, a bond in the amount of 50,E 0000 to be ' 11 , 1 •�'� _ submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control \ , , ' 1 ! , , 1 Submitted b to `-4 Measures. ' ' I 1 ' r 1 Jeffre�r Gordon V =_ r to 1 ndscape Architect 5. The permit is valid for one I I + { 1 Member, A.S.L.A. = (n M year and shall expire on October 30 1990. Y \ , NOTE Stumps will be chipped on site. O 0 M 1 Excess ftU wilt be taken off site. -- o 6. All approvals required must be obtained and submitted prior ` 1 1 I 1 V) � PP 4 j 1 , 8 2 , , 1 o f � � to any activity on the site. \ / i I 40 1 1 CARMINE J.NAPOLTTANO W = Z 7. A contact perlon shall be identified directly on the plans. 1 ' ' r ' 1 1 , ll 0 Ir` 1 0 ¢ 8. The drainage calculations must substantiate the stormwater ` r 14 LF 8" PVC .011 1to � storage capadity. This is subject to approve of the Town f ' Engineer i t ! E , 9. The plans shall indicate stone size proposed on the slopes with appropriate labels (i.e., „intermediate" or "modified" ' 1 ! r Il — 1 L� rip-rap) . C r ( II � � � W 10. Provide erosion and sedimentation controls along the street 1 F + ' ' II ' line. This shall be shown on the final .plans. n A ` 7 1 1 l ' ' IC 1 Z , 1 1 1 11 � ' \ 11. Hooded grease traps shall be included on the final' plans � for the two catch basins which discharge into the swale / MAIN LEVEL ON interceptor. r , r ' i , I , r 114.5 1 r r { LOWER LEVEE_ ELEVA N , t , � I � � Very truly yours, 103.5` J , , : 1 n/f STEPHEN C. & MARIE M. DUSSAULT • " 1 � James A. Lombardi , Chairman 1 A� _ Inland wetlands Agency/ ` - , � 11• � LEGEND 4 y Conservation Commission ` # ! n Fmourj' EXISTING CONTOUR JAL/p11sr` 1 \ I 1 �'�,� PROPOSED CONTOURAV E t II 1 �' cc: Jerry C. Tazzetta, Town Engineer l � l , EXISTING MANHOLE �1 Marcia A.Banach, Director of Planning WETLANDs uM typ. ' + g ; C EXISTING CATCH BASIN v John R. Collins, Chief Building Official i 1 `6 *� Planning & Zoning Commission + ' ` , / , -- — — — - EXISTING SANITARY LINE �v Codis oti Design Group, 21-23 Colon Street, Meriden 06450 + ' t ` , , __ P g pr Y -- c/o Santo J. Giangrave ` 39 LF PVC o .0 �� -_ EXISTING STORM LINE Q TF zo — EXISTING GUTTER LINE �N , - EASEMENT LINE l ' FENCE —U U GUARD RAIL , ` > , ELVA/KIBB ul-O- UTILITY POLE t [ , Q O WV WATER VALVE Z ©©c=> STONE WALL TREE LINE rr ti 1 1 MONUMENT TO BE SET ,SOIL t f I EROSION I 1 , LAMP POST HY" HYDRANT �r 4SAI SPOT ELEVATION vCB PROPOSED CATCH BASIN CONTROL `©-PSYDW PROPOSED DRY WELL PLAN PROPOSED STORM DRAIN • PROPOSED MANHOLE Go PROPOSED SANITARY SEWER MUD TRACKING PAD E UNDERGROUND ELECTRIC URASW CONSTRUCTION E CE p i�. , t . ___^__ . �------ • � 1 � ,' T UNDERGROUND TELEPHONE � �^,�_____ - --------�• --�""� ` _ �� 1 G �•��:�:::. w UNDERGROUND WATER -- ------ 'r ' ' 3p� D{�Ai{�iAGE7 , G UNDERGROUND GAS .. RAIE S! SILT FENCE 3)"AV W - ST HAY BALE FILTER ��1/►����!� �•�.�, .��.�,��_.�,_,,,, ::. ':.-• TV TEMPORARY VEGETATIVE COVER EXISTING SAN MH CURB CUT WIDTH REDUCED TO 40' AS PER ;�,,., �....».- ••"" j . TF 106.20 EAST HARTFORD TOWN ENGINEER'S LETTER PV PERMANENT VEGETATIVE COVER im N0. _....._._._..�•1« �:.�:.�: •_•�" ._..�. / INV IN 97.2 �.l.�, .�,_,,_% DATED 1o/,z/ss. DV DIVERSION •,�...�.......�.r....:...� 1W OUT 1554 ..r...•......�......._.�...-;•.�,=-;:-._.......� ._.�.�.�.—...•.r..........�• .�. RR RIP RAP ��i�r� r>a•M••rsr�rrrr•♦•,�e ,�rr�r•••�•r•r•.�•�••s•rs••�•�wrr�• �'iG/ �•—r�•r.r�• r�r�•� �__.�.�.� nVffA OP OUTLET PROTECTION� VP VEGETATIVE STREAM BANK PROTECTION t � CE CONSTRUCTION ENTRANCE Name Size Condition �• Ea _-- 19 Euonyymus alatus comppactus 2-2.5' ht. CG/BB m DWARF WINGED ELIONYMUS FS 1 U Forsythia suspensaa 4-S' ht. CG BORDER FORS z f� 1� Froxinus ameri"na "Autumn F urple Z.5--cam cat. BEt Q a) N At TJMN PORPLF A°.H �rn m r Z Q Q _ 1 Gleditsia triacanthos inermis 2.5-r cal. Be in SHADEMA-"TEFL HONEYLOCUa"T Js 17 Jumperus chinensis sargenti f d-L4" spr. CG o Q 5ARGENT JUNIPER Z fl-1 U' ht. fib Maggnolia soulanggeana U SAUCER MAGNOLIA u"a nQ 6 Malua flurlbundo 2-2.5 cal. Rb g FLOWERING CRABAPPLE 7 Pinus strobes 6-ol ht. fib WHITE FINE n/f 9 Prunus serrulato "Kwonzati 2-L.`i cal. bb HE CO KWANZAN CHERRY 2 Quercus palustris 2.5--5' cal. bb PIN OAK Rc 6 Rhododendron catowbiense 3-4' lit. Hb NOVA ZFMBLA RHODUUENDRUN Rrn 6 Rhododendron maximum :)-R. lit. RH ROSEBAY RHODUUENORON TA 31 Taxua c:uspidato denslformis 2-2.5' spr. CG/bH DENSE YEW \ Tin 6 Tuxus media hatfieldi 2.5-1' spr. CG/lJH \` HATFIELD YEW Vc 1 CburnumARLESI VcarlRNeal ti1� 4-5' ht. HH L.IGIIT M: LE G1ey,0 . ' \ Symbol Qty. Fixture Type 1 MATURITY � '-� , .c ��_ 16' FIBERGLASS POLE � .1 L O KEENE SAR SERIES 150W HPS TYPE Ili DISTRIBUTION `- ti /,.--- - I 5 KEENE SAR SERIES 15OW HPS 130 , j \ -�- 16' FIBERGLASS POLE THERESA fvl. WARREN TYPE V DISTRIBUTION - ._. :: . I I 4 8" 18" 5 YEA GROWTH I I -� jlot­ z CL k to AREA FOR TRANS-PLANTING it1. —_ 120 - �^-�' PIN OAFC OAK. ASH. AND MAPLE TREES. i V — N U rI �. MINIMUM CALIPER 2". i I _ t"' PURP�E UASi t f .. . . i O — r` (�IFZM _ Z t r r I I I r� = Uj ©o N ! s , ( ,• ti HARDWOOD : : ! r EVERGREEN MIX n f W — 1 / 16'-9� — Z u I CARMINE J. NAPOUTANO Q � _ ¢Q { i 0 = 0a ` 4 to 3 c i U — v)n r 1 HONEY- ' I .AREA LIGHT DETAIL � LOCUST N.T.S. t� f f ::: ::: I 1 i .Z fi Ea 110 's } I t� �_. .... 5 Fs � I ' I O ,w wITv I , HAf20Vif l;VEICaEN♦� a p { i STEPHEN C. & MARIE M. DUSSAULT +tea eN MIX', : I vc I `i i ::: I 11 Ea r ; 2 J I 3 Rc I I 3 Rm � 100 r` i.... WETLANDS UMI typ• pit I I ��1 I i � t I I ELVA/KIBB I i I CROSS SECTION LINE I 90 w i LIOAM V0 a PION I i 5 Fs i I _-•I i NOTE: Install a diffuser to direct fight down instead of across the street. MIX SO 1 I. t AREA TO REMAIN CLEAR 0 . . ----- .......... _ ------- NT QA7E CROSS SECT f ON A—A ______ ----- ------ — 30' DRAINAGE EASEME SCALE: 1N= 40r , ORI AL.------- --- • --�'T''=�'• VERTICAL - CURB CUT WIDTH REDUCED TO 40' AS PER in N& EAST HARTFORD TOWN ENGINEER'S LETTER 1i64 NEW CONCRETE SIDEWALK BUILT TO DATED 10/12/89. TOW CATIONS OHM RN ��� Vol REVISIONS BY DETAILS ADDED 5/2/89 NEW DIMENSIONS ADDED NEW 6/2/89 at construction with full C or back e be used at (2) 2'x2"x3 PLANTING NOTES at locations adjacent to existingor proposed curbs. Swale stakes Each Bale DIMENSIONS REV N E W SOIL EROSION CONTROL NOTES 6/30/89 � /4" ' �4" � soled Hay i. BOTANICAL NAMES SHALL PREVAIL OVER COMMON NAMES. JULY 6,1989 NEW 2' 1'-6 �" " 2" 10 3/16" 14" 4%16" 10" 2" 1 2. NO PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN Alternate #4 Bars 4' long Together Bales 1. LAND DISTURBANCE WILL BE KEPT TO A MINIMUM; RESTABILIZATiON WILL BE APPROVAL OF THE LANDSCAPE ARCHITECT. construction - {, $•� I SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR PERMANENT Prune to reduce crown by 1/3 SEPT 81i989 NEW [ -- 1 = tI2 r.• Votiea depending maintain branching habit of soles 3. A11 PLANT MATERIALS SHALL BE BALLED AND BURLAPPED OR • . Flow on height of HYDRO-SEEDING SHOULD TAKE PLACE IMMEDIATELY UPON COMPLETION OF p slope and steep- I CONTAINER GROWN OR AS OTHERWISE SPECIFIED. NO CONSTRUCTED .I ''L''•' I nose of resulting I GRADING. PERMANENT_.:SEEDING WILL BE SCHEDULED DURING THE PERIOD APRIL 5/8" die. reinforced black rubber BALLS, SHALL BE ACCEPTED. OCT. 25,1989 NEW - __ y .:• ----- +e: I . .! -� * grade at toe of I slope/existlnq 11 JUNE 15; AUGUST 15-- SEPTEMBER 15. 2 Strands 12 guage hose, Interlocked. '' • qround Intersec- 12" 2' 8- 3/4" 12" ���T�2" 8/8• 18" I lion. w i galvanized wire, 4. 'ALL PLANT MATERIALS SHALL BE PLACED, OR LOCATIONS STAKED, AUG. 2,7990 DJF twist to tighten Notch for wire ON THE SITE AS SHOWN ON THE PLANTING PLAN PRIOR TO SIDEWALK DETAIL D 2:. EROSION .AND. SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO COMMENCEMENT OF PLANT EXCAVATION FOR THE LANDSCAPE CONSTRUCTION WHENEVER POSSIBLE AND WILL BE. MAINTAINED IN EFFECTIVE Remove -� Drive stakes at angle (do not disturb ARCHITECT'S APPROVAL THE CONTRACTOR MUST NOTIFY THE --Class "A' conc. PLAN PLAN burlap from t` roots) and draw vertical. Stakes shall LANDSCAPE ARCHITECT OF ALL PLANTING OPERATIONS A MINIMUM OF CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. ' top 1/3 of ball be 3 minimum diameter, Cedar or SECTION A-A SEC TON B-B I tit jl Red Oak, 24 HOURS iN ADVANCE BY CALLING (203) 375-3661. Embankment Slope 4" Pine bark PRECAST CATCH BASIN CAP (2) 2•x2•xY Stakes each Bala 3. HAY BALE FILTERS WILL BE INSTALLED AS SHOWN ON THIS PLAN AS WELL AS AT mulch 11 1� 5. ALL PLANT MATERIALS ARE TO BE SET WITH THE TOP OF THE ROOT ALL CULVERT OUTLETS AND ALONG THE TOE OF ALL CRITICAL CUT AND FILL Burlap wrap overtopped 1/2 Its width, BALL EVEN WITH THE FINISHED GRADE. All catch basins are to be constructed with brick or concrete block walls 8" thick E E Soil ti each spiral to form a double wrapping, catch basins types A, B are to be constructed with sumps as shown on this deg. 6,� SLOPES. saucer , secure in an approved manner. 6. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS catch basins types Al, 61 are to be constructed without sumps, channel I e --� PLANTED, AND SHALL CONTINUE UNTIL ACCEPTANCE. PLANTS SHALL constructed where specified by the Engineer. _ 4. ALL DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED AND THE EMBANKMENTS n -Flntsh grade BE WATERED, REMULCHED, WEEDED, PRUNED, SPRAYED, FER nUZED, w CULTIVATED, AND OTHERWISE MAINTAINED AND PROTECTED UNTIL Embankment - T _= -_ STABILIZED AS SOON AS POSSIBLE AFTER CONSTRUCTION COMMENCES. E Tro a b ACCEPTANCE OF WORK. SETTLED PLANTS SHALL BE RESET TO =lope {{{{={{{{^{{{{ b ao real Planting pit PROPER GRADE AND POSfTION, PLANTING SAUCER RESTORED, AND ���If�llll �4" Bad 5. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP-RAP CHANNELS; 't b ,y, . • Excavate to minimum depth of 3'-0" DEAD MATERIAL REMOVED. GUYS SHALL BE TIGHTENED AND Ovarl ENERGY DISSIPATERS WILL BE PROVIDED AS NECESSARY. and backfill with specified soil mix. REPAIRED. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS Edges 2ox�l �Existing Ground7 t POSSIBLE AFTER IT BECOMES APPARENT, WHEN WEATHER AND SEASON { Compact sail mix dlrec#i below bail. PERMIT. UPON COMPLETION OF PLANTING AND PRIOR TO TYPE "A" TYPE "B" 6. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION p y ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHAM REMOVE FROM THE d"""°'nn'• , " PERIOD IF NECESSARY AS REQUIRED. I t'-a I I SiTE EXCESS SOIL AND DEBRIS AND REPAIR ANY DAMAGE RESULTING pot a„r,au. Z'yylpl}I �y j3Nr �` TJOTE: To he used fn loeotlone NOTE: To be used where the FROM PLANTING OPERATIONS. DANGEROUS CONDITIONS SHALL BE �e�' � ''''G Z•'c':,� '° _ REPAIRED IMMEDIATELY. wr .oy '>,ab , fiNFsHCr3 GfGtOE •.. •% where the existing ground existing ground slopes away slopes in toward the toe from the toe of the embankment. ,;aao z of embankment 7. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE CONSTRUCTED IN STAKING & PLANTING DETAIL ,, UPON COMPLETION OF ALL LANDSCAPE OPERATIONS AN INSPECTION - �' ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT WILL BE MADE TO DETERMINE THE ACCEPTABILITY OF THE JOB. 'dx ay -a -. (2) 2"x2'x3' Stakes Each Bole " �• �: °� ; c GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL CONNECTICUT COUNCIL " AT THIS TIME, A ONE YEAR GUARANTEE PERIOD SHALL BEGIN, TO / 7 a• 0 8` pyC, o•. I .o-� : z Trees up to and Including 3 caliper Require 2 stakes on opposite sides of tees parallel to s 'oR ON SOIL AND WATER CONSERVATION 1 85. Street, Curb, Pavement Ed es and or rades. BE CULMINATED BY A FINAL INSPECTION. IMMEDIATELY PRIOR TO ' 1� d •, ;rOdfR1`tOW " g / g FINAL INSPECTION, UNLESS OTHERWISE DIRECTED, THE CONTRACTOR 0p.` 'ti I 1 •> Trees 3-3 i/2 caliper Require 3 stakes as shown below. go�tvy� :i? SHALL REMOVE SOIL SAUCERS, HOSE, GUY WIRES, WRAPPING *:do °.�o 6O"�de eoS I 1 ;ooeo•o 8. CROWN VETCH / PERENNIAL RYEGRASS (40q - 60% MIXTURE) IS RECOMMENDED TO Trees over 3 1/2 caliper Require 4 stakes as shown below. MATERIAL AND STAKES. ONLY THOSE MATERIALS FOUND TO BE b: \ S o• I �� p�. CATCH BASIN- 1 I �l I Trees shop be planted so that the roots or tree belt are at the same elevation at which q •••�p° '� __� _ 153ac�L I - ALIVE AND IN A VIGOROUS, HEALTHY CONDITION AT THAT TIME r,�o•.a �y �._r l �_i l BE APPLIED AT A RATE OF 2.5 LBS. PER 100 SQUARE FEET TO STABILIZE ALL they/It grew In the nursery. I I I i WILL BE GRANTED FINAL ACCEPTANCE. ALL OTHER MATERIALS '009 q� o •S':8: :d� SIDE VIEW II lI FILL AND CUT EMBANKMENTS. SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. Edge of traffic or paved areas 8. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT e..;,�_.•• w ti No•rr::-To e,r:nyl�c'u+=v�+�•�o tcr�tra�-r 9. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A - - .--- -- - •--•-- - ------ --•-••• -------�---••---••---- ----- _ PLAN VIEW TYPE "C" MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. Stakes-equal distances Stakes-equal distances IMMEDIATELY FOR DECISION. NOTE. To be used during roadway construction. / \ { \\ 9. SEED ALL DISTURBED AREAS. GRASS SEED SHALL BE FRESH, CB/DRY WELL DETAIL 10. THE PARTY HOLDING THE PERFORMANCE BOND WILL BE RESPONSIBLE FOR THE CLEAN, NEW CROP SEED COMPOSED OF THE FOLLOWING VARIETIES BALED HAY EROSION CHECKS IMPLEMENTATION OF THE SOIL EROSION CONTROL PLAN. THE TOWN'S INLAND Tree trunk - Guy wire - \ Tree trunk - Guy wire MIXED IIMUM N THE PERCENPROPORTIONS DORAGE IONPURITY AND SHOWATiON STING THE WETLANDS ENFORCEMENT OFFICER IS TO BE GIVEN THE NAME OF THIS PARTY Rubber hose /-Tree ball---A _4E Rubber hose /-Tree ball N.T.S. PRiOR TO CONSTRUCTION. THIS PARTY IS ASSIGNED THE RESPONSIBILITY FOR J TYPE I % BY WEIGHT TYPE 11 7 BY WEIGHT - IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS -- -- PERENNIAL RYE 25% F-31 TALL FESCUE 80% _ RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL KENTUCKY BLUEGRASS 25% ANNUAL RYEGRASS 20% PLAN PLAN PLAN - MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF CREEPING RED OR 50% � g THE REQUIREMENTS AND OBJECTIVES OF THIS PLAN, NOTIFYING THE INLAND 3 STAKES 2 STAKES 4 STAKES PENNLAWN FESCUE Z 2" WETLAND OFFICE OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR 10. SEEDING OF LAWN AREAS SHALL BE AT THE RATE OF AT LEAST 5 CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TYPICAL TREE PLANTING DETAIL LBS• PER 1,040 SQUARE FEET. ALL LAWN AREAS SHALL BE - OF THE LAND IF TRANSFERRED. TYPE I MIX UNLESS OTHERWISE DESIGNATED. - # 10/10 WIRE MESH 6.6 4 SCORING n.t.s. Cn = C40to 11. ALL NEW LAWN AREAS SHALL BE MULCHED WITH HAY OR EQUAL AS �,v I 3 11. A PRECONSTRUCTiON CONFERENCE WITH THE WETLANDS ENFORCEMENT OFFICER AND APPROVED BY THE LANDSCAPE ARCHITECT. u� 1 3 CL 4 R• 2 COURSES I--- =_ 5z 2 #6 CONT. I2'BIT• CONC. THE PARTY RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL MUST BE HELD. 12. ALL LAWN AREAS SHALL BE FURNISHED NTH A COMPLETE 0 Q U�, FERTILIZER, AT LEAST HALF QF THE NITROGEN OF WHICH IS 04.1 12. ANY CHANGES TO THE SUBMITTED PLANS MUST BE RESUBMITTED TO THE INLAND -Prune deadwood, crossing DERIVED FROM A NATURAL ORGANIC SOURCE. IT SHALL BE OF V/ p ° ' WETLANDS COMMISSION FOR APPROVAL. 04 branches A 1:1:1 RATIO IN THE SPRING USING A MINIMUM ANALYSIS OF ` in in . a a V. on 10:10 10 AND A 1:2:1 RATIO IN THE FALL USING A MINIMUM (n c� + a w - ANALYSIS OF 5:70:5. Q (n - rr 3" Pine bark mulch Q ��, �: . Y"; ' 4" Soil saucer 13. PLANTING SOIL MIX SHALL CONSIST OF 6 PARTS TOPSOIL (OR 0 = o Q a* 'a• EXCAVATED SOIL IF APPROVED BY THE LANDSCAPE ARCHITECT), ♦ = co 1 to `� ONE PART "BOVUNG" DEHYDRATED COW MANURE, V = to ao °r 1• .q• od a C%Ja' .:. _ = = 14. SHRUB BEDS OF HIGH VISIBILITY ARE TO BE TOPPED WITH A 3" a 4' METAL POST 4' METAL POST Top of ball to be at {11{={{11 - LAYER OF PINE BARK MULCH. ++ e 8 (14' max. spacing) (10' max. spacing) the same grade at Ball {{l1 ROLLED GRAVEL BASE. PROPER SILT STOP PROPER SILT STOP which the plant - U COMPACTED SUBGRADE �tD (or approved equal) p - 1{{{=1{{{ 15. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, NO COLLECTED ( pp eq ) (or approved equal} revioust row. U previously g =1{1i I l[Il{{{{{{ MATERIALS SHALL BE ACCEPTED. r� Backfill with specified 16. PLANTS SHALL CONFORM WiTH THE AMERICAN ASSOCIATION OF J C soil mix. NURSERYMEN STANDARDS IN ALL WAYS INCLUDING DIMENSIONS. Q r� O Remove burlap from top third of e• 17. ALL PLANTS ARE TO BE APPROVED AND/OR TAGGED BY THE v 1 U bail on B8�3 plants. Remove (11 2'' 8" 8' 6 2~ Container and loosen root mass LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT HAS THE �7 to prevent root girdling on RIGHT TO REJECT ANY PLANT MATERIALS UPON DELIVERY TO BACKFILL BACKFILL Container Grown plants. THE PROJECT. SELECTION BY THE LANDSCAPE ARCHITECT DOES IQ RED GUAGE UNE" RED GUAGE UNE- F NOT WAIVE THE RIGHT OF REJECTION. TYPICAL i C A L SHRUB PLANTING DETAIL 18. QUANTITIES SHOWN ON CONTRACT DRAWINGS TAKE PRECEDENCE - g OVER PLANT MATERIALS LIST. PLANT MATERIALS SHALL BE N CONCRETE WALK WITH INTEGRAL CURB a � NATIVE SOIL NATIVE 501E N.T.S. FURNISHED AND PLANTED AS SPECIFIED. ANY DEVIATION FROM � THESE SPECIFICATIONS WILL BE REJECTED. 19. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND O '^ •' Spam Plants as Required SIZE AS SPECIFIED IN THE PLANT LIST, OR AS IS NECESSARY CL ., o a 3' Pine Bark llutah TO MATCH SURVIVING PLANTS OF THE SAME PLANTING GROUP. z ALL COSTS SHALL BE BORNE BY THE LANDSCAPE CONTRACTOR 8'-0' To be deeded to the Town of South Mndsor ALTERNATE A ALTERNATE B 0.. o t o If (PREFERRED) EXCEPT FOR THE REPLACEMENTS RESULTING FROM LOSS OR DAMAGE t` DUE TO VANDALISM OR ACTS OR NEGLECT ON THE PART OF OTHERS, z� SEDIMENTATION CONTROL FENCING - `• PHYSICAL DAMAGE BY ANIMALS, VEHICLES, FIRE, ETC., AS MAY m = = = - = = = = = = = - BE DETERMINED BY THE LANDSCAPE ARCHITECT. ,� o lllf={{l^1116=1Tf=1 =fill=llif={ill lllf=l11f=111 111f=11ff-{ill=lilt-=1p1= DRAINAGE PIPE `o � s {{ll= I1II= =IJII= 20. ALL LAWN AREAS SHALL BE TOP DRESSED AND FINE GRADED WITH >` 4.5 a�# ! 1) 'DIG 4" TO 6" TRENCH ALONG THE.INTENDED FENCE' LINE spr.od Root* Mlntmum I, �� Sol Mix SIX INCHES OF TOPSOIL SO AS TO ALLOW FOR COMPACTION. O 0 12• 2 EXCEPT FOR THE END POST, DRIVE ALL POSTS INTO THE GROUND saQity Bottom of {n `g 4•-0" min. ) Psantha Bed -D AT BACK SIDE OF TRENCH AT RECOMMENDED INSTALLATION SPACING. C s" /4' Radius 3? LAY PO SILT STOP ON THE L UPHILL OVER ALONG THE FENCE LINE. TYPICAL GROUND COVER PLANTING DETAIL _ 1/4• per ,•--o' 4 SUP POCKET IN END OF SILT STOP OVER THE FIRST POST INSURING Curb or Existing Edge of Pavement 1/z 4 0 "� THAT BOTTOM RED GUAGE LINE IS AT GROUND LEVEL. ^� (by others) =1iflI i ki : ; 5 DRAPE BOTTOM $" OF SILT STOP BELOW REG GUAGE LINE IN TRENCH N.T.S. ;do 'o 'J .o.. �. BACK FILL WITH SOIL AND COMPACT. O r o �y.1•,� .a o.•p-• 0a 0' 0,P oo:_.a. . (/) I}�}o� t 0 G� n 5" Concrete Sidewalk 8' Processed Stone RIP RAP 4' Tapeao re seed TO BE SET LEVEL go (� 0 4q I CRASS SECT{QN ao Oro / D5O STONE 12" Off) � as NOTES. OF PRIVATE STREET/DRIVEWAY DETAILS {� , 1. curb cuts at ramps for disabled persons will be as mandated �� O(}� oOV L=27 by P.A. 78-64. o� oa � U �+ �rO at IT 0�04 ��00 �� � Q( 400 ev� • MINIMUM=18��thick o Qo O 004 z4's o v�0 C� TYPICAL SIDEWALK SECTION 0 � n. " U� o o - / o `a0 ° o nJ, tt4•t1 T- -- 6 6` Bituminous Curb �a�o� / � tY DO" V" ,.O roe ia tFoCt loft� r • °1t i }log VI IOL v DRAWN �] (� 4 MINIMUM _Na,, DJF (IO KJ n0 V�n0 �OoO r I �Q �� w 2�' o � i°t t C \ i e' t ' t•i t 1` o' lib' rat 0 0 o V� o C� CT DOT 2" CHECKED a OO d O 0 I_ Bituminous Concrete, Class 2 on �0 _. d C?rn acted SuRalied nvel Basc f b rise , 7/ �p 2 2 o0 ooao�c7c•��� a o FlLT£R FABRIC � ee+ 4 < IJ' Bituminous Concrete, Class I DATE `Q 2/22/89 OUTLET PROTECTION DETAIL CONSTRUCTION ENTRANCE -" MUD TRACK PAD C'� PV61CAL moTcrr'°,I N.T.S. SCALE dP 1'KE� TO AS NOTED N.T.S. N.T.S. �,� to JOB NO. e•SID PROTECTION of TREES to be SAVED 1554 NOTE : RIP RAP BED TO BE PLACED OVER FILTER FABRIC SHEET LA5 OF SH 3 s�3