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HomeMy WebLinkAboutPlan 89-69P Resource Renewal Center, coil (51 L NVInslsO� ' ( o �/�. -•. �"t...y'ra..,i.' � t' :ice-' ' �.n. ) `,• CprinAll � 1 f ; � I:1`:r�o. itr'� �� Ir9a ;� _.�� • 1n a•• ; 1 n Tnal tiYFr,rf rir E s \. t / r 1 j SURROUNDING PROPERTY OWNERSIT A `----1 1 l.ilnited P�•,.ttttershi If ,:�• t 1►° . �. 1 1. 51-32 14.J.M. Really n 2S lJlL'•ali4a5: „•,t ``II } �[�. t ; w` \�.%i , �. /` 060 Canal Street ly 4f?y 1? .. .. Stanford, {"l ETENTION ; 2- 5.1-29 I,eit,cr.t, Minttal M. BASIN r 1.05 Ilaynes ]told IJest Ilartford, CI' -�-- 3. 50 2 Vil erl . Joseph W. Jr. YTrrr'ley trlrI } 1 1 sou] ,l4d ►x1 c�r� Cl' ZONE LINE 'r�rtti .3W" I 0 I RR -t i ( l2 A. 50-13 Colinas, 1.ic5ttel R. ! /' _ ('��` lj +Ite t.•ar Y'ut S 1i � Rtitulr n t:t,ynt 3 ! e' + 5130 WW Rrx-Id fk�rtlt 1 '41+ f( y + i South L 1i r,clsc�r., Cr •s c t r-.},',• 1�, ;,t ( 51 -30) 5 (50- I4) 5. 50-14 Schneider, Allmrt J. il� `� I // :. �,�Sa,i .'"' '•'' ' srr3rtnrn�•L 'T,,, 330 Governors ilighway 1; /'y='�..'+t I •`a i 'o lsor,. r t ) 1 _ •1 South lJitx , CI' i YI fly s +/r' �'! �.,j " 1. ��� r0��!� �, n cry s~ 0 sU Ira 5. 50-3 >,el.ticr, Jean C. L t y ! ';e • - lca t �r ' 5I13 Foster Street 0 nil ;A , j ,�.•;: ,?1 � + 1� rrrf - South Wbidsor, CI' . �' i• � `l �, �`,e\`s; - - oQ� k 7. 60-5 r'Ghtte.ictcr., A.11tert J. t•��'� 330 Gove ,rs 1Eig{n.r,y • : .- r" 'f •n�``�2 �'�. d► -�--- ;, Soutl, Wltxlsor, CI' SITE yhl .:' 6 (50-3) 7 (60-5) 1 J• ; +st� '1 �� / r �' ;!� •�: hlr'�r f �!!� f1 1 ( ,ill .. aft !IS( I.I I I .�' I�:,� i �'6 ,rts.,_ ;i. j•: •• �,• 1� �. S A t r f l r f , i�r'•!f l •Itlisrtr •� ;•,• {,•:� / ,I j• - LOCATION MAP SCALE: I11=2000' KEY MAP SCALE: 1 INCH = 200 FEET ' ® Zonkg DataBlock is PR &9L FOR ZONE:IL INDUSTRIAL ITEM REQUIRED/ALLOWED PROVIDED Y CLot Area 20,000 s.f. 1,271,952 SQ. FT./29.2 AC. Lot Width 100 ft. 235f ® Lot Depth 150 ft. 935' ® Building Height 2 STORIES 1 STORY Building Coverage 50% 4% i n c Front Yard I 35 ft. 124'f Rear Yard 25 ft. 26'1- , 1 Side Yard 10 ft. 37't Ar Impervious Coverage # 65% 15.8% Ar ® Parking Spaces 16 24 4.a{u rf a Ljl'k FINAL - � +..,• E i � A 4 t ...�( fr�Y�•L . - - /• Alex 1 i r' D `� ?4s OWNER/APPLICANT: SHEET NUMBER DESCRIPTION ENGINEERS. SANTO LOMBARDO I OF 6 COVER SHEET ® 660 NUTMEG ROAD NORTH 2 of 6 SITE PLAN SOUTH WINDSOR, CT 06074 e E F;i ,90m wnft 3 OF 6 SITE PLAN MUM 646-4564 4 OF 6 SEDIMENTATION AND EROSION r o f -me- sbw&i o-no-a 150%, CONTROL PLAN ® VEYORS ,__ 5 OF 6 LANDSCAPE PLAN CIVIL ENGINEERS PLANNERS SUR ?i 170 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 6 OF 6 DETAIL SHEET (203) 291 8755 __ _ . _.,_ I ft olesotwt aulAdt ' r e -/'�'Z�NZ- l!"! �1�lLGl.lG �UGCLfiL!"G - x• � 1540 SULLIVAN AVENUE SOUTH WIHO50R,CONN. 06074 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074 4!IhYn,,,Cn'�` AREA CODE 203/644.2511 4�TORCIO - AREA CODE 203/644.2511 February 27, 1990 30 March 1990 Mr. Jeff Shaw Santa Lombardo resign Professionals, Inc. 660 Nutmeg Road North 1170 Ellington Road South Windsor, CT. 06074 South Windsor, CT 06074 D bear ,Mr. Lombardo: n Re: Application #89-69P - Resource Renewal Center Dear Mr_. Shaw: t- At the February 26, 1990 meeting, the inland Wetlands re: Appl. 989-69P, Recyclers Inc. (Resource Renewal) Agency/Conservation Commission approved with modifications westerly .side Nutmeg Road North M . Application #89-69P - IWA/CC permit for the construction. of an e industrial building on property located on the easterly side of We are pleased to advise that the Planning and Zoning Commission it Nutmeg Road North as shown on plans ,prepared by Design Professionals, Job No: 88-342 and dated August 22, 1989, revised November 16, 1989, voted on March 27, 1990 to approve the above-referenced and February 21, 1990. application for a site plan of development in accordance with j Drawings #1-6 dated 8/22/89 (last rev. 3/16/90) prepared by 1. Two blueprint copies of the entire set of plans and this Design Professionals, Inc. , Proj. No. 88-342, and with the ' S 51�16'33 E •••� I letter reproduced thereon, must be submitted to this following modifications: I Commission to be stamped and signed. This must be i 82.63' completed within 65 days of approval and prior to any F '��-�^-"'"-i`""'-��_ O O O p construction activity on the site. 3'. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. Construction activities shall be subject to the approval of r/ exist. 6" pvc the Town-Engineer. :!. No building permits will be issued until the final mylars 3. Tile application shall indemnify and hold harmless the Town have been filed in the Town Clerk's Office. exist. bit. of South Windsor against .any liability which might result pr EXIST. CB from the proposed operation or use. 3• This application is subject to the conditions of approval a TF=77 46 of the Inland 'Wetlands Agency/Conservation Commission, I it FL--73.2$ 15") 4. The,permit is valid for one -year and shall expire on including a bond in the amount of $10,000. I rr FL=73.55(6") Fabl:uaty 26, 1991. I l 4. . An as-built plan is required prior to issuance of a EXIST. SMH 5 + trees, 1 Ir 5. All approvals required must be obtained and submitted prior_ Certificate of Occupancy per Section 4.13.10 of the Zoning t ri I to any activity on the site. I Regulations. t it a.c.units 6. A contact person shall be identified directly on the plans. t ii 00V1 3 5. Footing drains are required if the building has a basement. m cr ri 3 I 7. We recommend a bond in the amount of $10,000.00 to be 1 submitted to the Planning and Zoning Commission to ensure compliance with the erosion and sedimentation control 6. A landscape bond in the amount of $5,000 is required and must be submitted prior to film of mylars. 7.�. ' �r a EXIST. BUILDING measures. P g Y �� n Z' rr o OFFICE v I -� z �oQ gar. fI.=79.45 �I 8. Limits of clearingshall be flagged on site prior to the 7. All plans used in the field b the developer must bear the C,7 m CA ff=7,9.85 I gg P P Y P ri cutting of trees. The tree line should be labeled existing stamp and authorized signature of the Town of South and proposed. The proposed tree line should be identified Windsor. 4-_11_O I x YoI along the northwesterly side of the project. O @ �,�lv !n �g I 9. The Certified Soil-Scientist, who flagged the site, shall 8• Buffer must comply with Section 5.4 of Zoning Regulations. LEGEND &i EXIST. C be identified on the final plans. F � r� decorative i 9. Drainage is subject to approval of the Town Engineer; all ® EXISTING IRON PIN TF=76.3 ri plantings OS IRON PIN TO BE SET FL=71.8 I ` } o 10. Details shall be provided for the Covered Recycling other concerns in memorandums dated 2/27/90 and 3/21/90 } 0 1 unloading Station which is shown. to the rear of the site. must also be satisfied. FL=71.91 This is to be constructed on a slab at proposed grade. ® EXISTING MONUMENT © ! 10. No outside storage is permitted; all storage must be g J il. Stockpiles shall be indicated on the plans if the are to enclosed. The applicant has indicated that outside storage © MONUMENT TO BE SET -� t ► P t? Y PP g `.'.' x flelect. jog O oil + -exist an the site. Appropriate sedimentation and erosion will be in metal trailers. == = EXISTING CATCH BASIN AND PIPE vault r d.2" tree tete. elect. separator protection should be shown for the stockpiles. - ll.. Items to be recycled are limited to: PROPOSED CATCH BASIN AND PIPE t exist. o o vault EXIST. CB t o 12. Limit of wetlands disturbance on sheet 2 of 6 indicates 1.4 V 4 bit, Q acres, all remaining sheets indicate 9.93 acres. This t i q TF=77.88 a Paper - all aspects including cardboard; wg �'ri FL=71.64 E shall be clarified and consistent on all sheets. { ) P P +J PROPOSED STORM MANHOLE '�g___ _ _ '' FL=71.59�j Merestones shall be placed at the four corners of the (b) Glass - all aspects; and - - - EXISTING SANITARY MANHOLE AND PIPE EXIST. CB t _ -o'W' 300' 8" PVC ® .5% Conservation Easement Area. These shall be shown on the - final "as-builts". In addition; a deed restriction shall , p --�--- PROPOSED SANITARY MANHOLE AND PIPE TF=74.41 0"1 t 15"C ' ' -15" RCP- ' - - _ - - - = S - - - _ _ - _ - - - - - � _� 15- RCP - - - - - - - - - - - - - (C) Metal containers scra metal without hazardous -EXIST. SM W ' `� _ - - - - - - � ' '" -- -°� ---- --- -- be - - - - drafted for the Conservation Easement Area. Once FL=69.54 W •99 e-kg� - ` - wastes except for electrical components of ) ` approved by the Commission, this shall be filed with the FL=70 38 E � ' TF=78.01 elect. Town clerk. household appliances (white goods) . EXISTING WATER MAIN AND HYDRANT ) I INV.=69.61 box C - 14. The landscaping plan shall be modified to show a row of Any other items to be recycled require approval from this � ��+, � significant plantings between the proposed bituminous Commission upon request in writing by the applicant. _ t p Q� ... p�.�.� t ��"' 49 IS t parking area and the Conservation Easement Area. PROPOSED WATER MAIN AND HYDRANT 373.49 Black and white transparent mylars of Sheets #2, 3, and A-2 map X 78.5 EXISTING SPOT GRADE I` TF'S�.52 15 The enhancement of the existing detention basin shall be with the above modifications, together with four blueprint copies FL=70 97 E detailed an the plans in accordance with the of the entire set of plans, must be submitted to this Commission - _100- - EXISTING CONTOUR AND ELEVATION ) recommendations in the report from Penelope C. Sharp, within 30 days to be stamped and signed. The letters of approval -®- PROPOSED CONTOUR AND ELEVATION FL=70.99(N) Environmental Consultant. Specific plantings have been Y P g PP FL=70.96 SW t" identified in the report. of this Commission, as well as the Inland Wetlands EXISTING UTILITY POLE { ) S 16. Existing trees., "to be replanted" shall be placed at the Agency/Conservation Commission, must be reproduced on the mylars. - LIMITS OF INLAND WETLANDS j top of the sloped banks. N177 04l.65 After the mylars have been signed by the Commission, they will be , returned to you for filing in the Office of the Town Clerk within EI69,297.3t very truly yours, 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. James A. Lombardi, Chairman very truly yours, Inland Wetlands Agency/ PLANNING AND ZONING COMMISSION Conservation Commission N/F Louise C. Evans LIONEL R. GELINAS Chairman CC: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters . Engineer Applicant PZC File MAP REFERENCES: RESOURCE RENEWAL CENTER PREPARED FOR RELIABLE REFUSE, INC. SOUTH WINDSOR, CT. SCALE; 1"=40', DATED: 3-10-87, MAP NO. t �s 73-85-1C, REV. 5-4-88, REINO HYYPPA X 73. 6 & ASSOCIATES. 07' S 5'I MAP OF PROPERTY OF ALBERT SCHNEIDER S 0 .... \` �.... 73 " ....�- SOUTH 4-13 87, JOB NO. 864--3B, ALFRED E.NRT • DSCHINDLER 3 .19 REV. TO 7-24--87. 1 _ _ - - ` _ 10' SIDE X 77.0 PROPERTY OF SANTO & NANCY LOMBARDO, REAR exist. �� J! X 75.11 OF 580 NORTH NUTMEG RD., SOUTH WINDSOR, CT. cb 0 CR X 74.81 SCALE: 1"=60', DATE: JULY 9, 1987, ALFORD \ %1, _ 7- ASSOCIATES, INC. 0. 1 PROPERTY OF EUGENA E. SPENCER ESTATE, NOTES: S FOSTER ROAD, SOUTH WINDSOR. CT. SCALE: 1. LIMIT OF WETLANDS DISTURBANCE = 2I,344 Sq. ft. (0.49Ac) 1"=80', DEC. 1969, REV. APRIL, 1972. PETERSON 2. TOPOGRAPHY HAS BEEN FIELD VERIFIED. n & HOFFMAN. 3. WETLANDS HAVE BEEN FIELD VERIFIED BY CLAYTON HEFTTER,SOIL.SCIENTIST. THE APPROXIMATE ZONE LINE IS TAKEN FROM 4. PARCEL IS NOT LOCATED IN THE 100 YEAR FLOOD ZONE. - "THE ZONING MAP OF THE TOWN OF SOUTH 5. STUMPS SHALL BE CHIPPED WHERE POSSIBLE AND THE REMAINING X 73.60 r' WINDSOR". STUMP DEBRIS SHALL BE REMOVED FROM SITE. f>(RR //p � �t OF N ��,��. r_q'.. a * .3 1.w o n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP ® {203} 291-8755 DRAWING TITLE SHEET LOCATIONS AS SHOWN ARE BASED ON BEST /��+ �» ��»» ` p� a o 1 11-16-89 TOWN COMMENTS JSS AND SURVEY WERE PREPARED IN ACCORDANCE NTH THE STANDARDS OF A ® ■ ���®��CE RENEWAL L CENTER 00 AVAILABLE INFORMATION. ALL EXISTING UTILITIES CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR GRAPHIC SCALE �,s� r1 ���� pL�Q�i 2 00 SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 2 21 9O OVE BUILDINGS PER IWWA/CC REQUEST SRC ~o o sD 4o eo 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD SURVEYS AND MAPS 1N 11-lE STATE OF CONNECTiCUT" AS PREPARED AND 3 3-16-90 LABLE CORNERS MONUMENTS AND IRON ADOPTED BY"THE CONNECTICEJT ASSOCIATION OF LAND SURVEYORS, INC., ON PREPARED FOR ' BY A LICENSED LAND SURVEYOR PRIOR TO PINS JD SEP ER 3, 19 A EFFECTIVE ARY 1, 1987. ( � P } ��� �w y/� r CONSTRUCTION. ® g REC/CZERS Inc: DRAWN BY. jss/src JOB ND.: 88-.342 _8 -2 2�y 12882 CHECKED BY r o/ m DATE 8\22�89 3. THIS PLAN 1S INVAUD UNLESS IT BEARS THE 4 O5 14-90 ADD PBZ APPROVAL LETTER JD 1 inch = 40 ft � civil engineers 4 planners • surveyors SOUTH WINDSOR, CT. ' IMPRESSION SEAL AND ORIGINAL SIGNATURE RVEYOR'S SIGNATURE DATE LIC. NO. COORDINATES BASED ON M.D.C. GRID OF THE PROFESSIONAL ENGINEER/SURVEYOR• NO. DATE DESCRIP77ON BY 1170 ellington road (route 30), south windsor, Connecticut 06074 DRAWING NO.: d• e ab e 88J42I f 1 � . > :- N F I o _ N/F JOSEPH W. VIBERT, JR. j r MANUEL M. LIEBERT z I -- i`...• S 50'54 54 m .... -�- 934.45' __ -. ....__.�..._ 2289.82' 50'50'28" W F 0 0 0 6. 10' SIQE ARD to { FL-79.10 _ _ - O I ' 1 76.11' f J conc. .��� '�� ! t II to W pad exist. gravel area PROP CBS Po �1° . 1 ' 1 ` Z ' TF=80.70 4°oQ�° . 0 1 1 1 I FL=78.67 exist. trees in det. FL=76.05 71 -It-. C FL=75.30 OUT- y ► RESOURCE RENEWAL CENI�R t ov�RilEAa DOOR W basin to be replanted ..-_ 15`RCP �o 1 FIN. FLOOR = 81.70 1 I ti �' ® Z ;i FL=79.10 ) 1 t ' $1.60 ' 8 .60 81. go. Q I containment _ _ _ Root L r t 1 fdn. _ y 87 -6 pVC of$ °� rr X 7$.50 FL-78.87 N RAMP o'.� °�° .� O 1 d J 1 ! ' FL-78.61 i t �.•oo`o .-�' m I -�T" 1 z7a 1 I ! OVERHEAD DOOR < tp OVERHEAD aooRs R 6 i r 1 a i I _ 8 .60 I is I tof3' o s"06 o �g' Q O ►0 exist. detention basin ! , 77.1 t I C0 LOADING ROCK ( o ` PQ��. t ' 1 d 1 I ! ! :t 1`114. OR - 83.70 `' 80.7 �C Q 1 I p I 0 r I INV. 74.3 I ! 90' io, PROP. CBI in U 1 ; I w r 1 t TF=80.10 COVERED `0 f 'r• a ' DETENTION BASIN I FL__ ' Rna Eu=so30 10i1 t MLI ININGwy� TRENCH DRAIN SEE DETAIL FL=77.35 „ o RECYCLI o SEE DETAIL FL= 6 PVC +n ` r FOL 7E (SEE DETAIL) 1Y_^�e�-s�O) v ` � ,/ -'�Separator) � 8 0 �r� a =Taro � ap5� � UNLO NG I `� I (to bet - - __ iNV.=74.14 O�', 1 ! �! ATION LL.1 1 t O e FL=78.g6 fuel ; r _ I .- • FF=81.20 PROPOSED TREE LINE Q bid I J j EX. FL=73.4 F 60 �\w \ u�i Corte. 6a+,m•� t /l' 'it "�d g ,s o�q,,, 1 _ -- 657C PROP. SMH f J J RIM EL.=BOLD- J L`' X ! t/ ♦` a: ` � 1 PROP•17 INV.=73.531 ! f ! �' �. - r I - ° • Typ 10 LAT.FL=73.7101 'p ®1+ � PROP. DMH ® � X 78.3 PROP.'SMH 8• ' @C<&_ RIM EL=77.68 . ® 57L 76:o \ }I ` lNV=71.t1 J q '` exlet grace area too -- t3'f?VC O 0.855 ``� J ter (sty D. ^� FL=77.70 / FL=79.03 < j 1 ' 300, 8`=PVC at 0.5% TF-79.42 �t ♦ P OP. SMH `� FL=75.38 Ih 7� PR . BITUMINOUS 0.6 8i.1 Bo' 10' SIDE YARD t,� R EL.=79.48 + FL=7 ,.r �-. - - _- -_ - - - - =J - v.=77-41 - 6.13 O`P WC 19 26- 2' ....��....��� -R�1O {nt yzl6 .. -F• g fire all 264• _ �� EXISTING TREE LINE F ..w _ c i $ 82.30 0* E -•-- _ S exist. gravel are ' CONCRETE PI��. CI3iE 2 to' 20' 1 N I?6,650.26 \� roo/ EXIST. C6 o C AD (Ta 6E FL=79.67 73 NO PARKING E 190,2IT.86 N/� O '`... \ ! � PROP CB 6 Remove Hydrant ovEO FL=,75.73 i� - TF=77.53' TF=77.50 Y X 78.43 FL-74.78 In FL=75.73 out FL=73.23(N) FL=73.22 _ s" GV & Hydrant ® ALBERT J. SCHNEIDER 1 FL=73.29 E) FL-74.28 out 8"x6" Red. 'r..-- FL=73.22(S) '�- N50'39.46"W ... . . - . . .. . . . . MERESTONE TO BE SET ..� 310.0T ._.. - MAP REFERENCES: . - � NOTES: I RESOURCE RENEWAL CENTER PREPARED FOR PROPOSED TREE LINE MERESTONE TO BE SET ` I a 1. LIMIT OF WETLAND DISTURBANCE = 21,344Sq. ft. (0.49 ac) RELIABLE REFUSE, INC. SOUTH WINDSOR, CT. ,I N /� 1 2. TOPOGRAPHY HAS BEEN FIELD VERIFIED. SCALE, 1"=40', DATED: 3-10-87, MAP NO. 3. WETLANDS HAVE BEEN FIELD VERIFIED BY CLAYTON HEFTER,SOIL SCIENTIST. 73-85-1C, REV- 5-4-88, REINO HYYPPA _ rn 4 PARCEL IS NOT LOCATED IN THE 100 YEAR FLOOD ZONE. & ASSOCIATES. 5. STUMPS SHALL BE CHIPPED WHERE POSSIBLE AND THE REMAINING r STUMP DEBRIS SHALL BE REMOVED FROM SITE MAP OF PROPERTY OF ALBERT SCHNEIDER S CONSERVATION " l / 6. ALL FLOOR DRAIN TO CONNECT TO SANITARY SEWER AFTER FIRST SOUTH WINDSOR, CT SCALE: 1 =200, DATE 1 EASEMENT AREA PASSING THROUGH OIL SEPARATOR. 4-13-87, JOB NO. 864-38, ALFRED E SCHMDLER 13 >� 7. ALL ROOF LEADERS TO BE CONNECTED TO STORM DRAINAGE REV. TO 7-24-87. t 89,697 sq. ft. w t SYSTEM. 2.05 CtC- PROPERTY OF SANTO & NANCY LOMBARDO, REAR X 78.85 y OF 580 NORTH NUTMEG RD., SOUTH WINDSOR, CT. { SCALE.- 1"=60'. DATE: JULY 9, 1987, ALFORD � ASSOCIATES, INC. r o W Construction Sequence far the Detertt ion Bas i r► PROPERTY OF EUGENA E. SPENCER ESTATE, 1 1 . ) Construc t i on to commence dur i nq the dry, FOSTER ROAD, SOUTH WINDSOR, CT. SCALE: f © season C June-Oc tab 1"=80' DEC. 1969 REV APRs 197 P S `e r ) . L. 2, ET£R ON 1 ,. �! � � i� ti �•� 2. ) Install silt f & HOi=FMAN. I ence as shown on the i Sedimentation and Erosion Control Pl l7 CS!'�i� THE APPROXIMATE ZONE LINE IS TAKEN FROM P an) . _ THE ZONING MAP OF THE TOWN OF SOUTH ' ti N, I � 3. ) Install riprap berm 2.01 high just WINDSOR*. cD l I upstream from detention ' •�1 � � � basin outlet . •.� I I p CA Qverexcavate area upstream from Berm for f � siltation, as shoo-Jrt on S&F Plan. j 1 p 4• F Pr iini nary grade $vp of slope area for I 4 t ! C? proposed basin. S- ) Remove and replant existi` - - 1 nq trees in X77.63 X79.3 basin at top of slope. I .:! 6. ) Remove- topsoil from basin area and LEGEND I p 1 acw ■ EXISTING MONUMENT in stockpile according to 58,E Plan. I 7. ) Regrade basin to conform to new ©S MONUMENT TO�BE SET I - dimensions Excess suitable material to be �S IRON PINTO BE E S T t stockpiled or used as fill on site. F 8. 1 Construct new detention basin C1Lltlet , EXISTING IRON PIN _ _�_= EXISTING CATCH BASIN AND PIPE I / 9. ) Install inlet pipes arid catch, basins ' in PROPOSED CATCH BASIN AND PIPE r and 'near detention basin. i r 10. ) Loam' and seed basin. Seed upslope area S according to schedule shown on landscape = X 77.00 1 plan.,Ora Install t a 1 1 1 an PROPOSED STORM MANHOLE , p tins according to - QS - - EXISTING SANITARY MANHOLE AND PIPE` landscape plan, : ., 11 . ) Mulch regraded and seeded areas. PROPOSED SANITARY MANHOLE AND PIPE _ f 4 • �~'� -- - '- '� � 12. ) Remove s i ] t fence wl�en 1V SIDE YARD basin has __ _ EXISTING WATER MAIN AND HYDRANT stabilized . i z e d . -- stab ... PROPOSED WATER MAIN AND HYDRANT ... ; I 1000.00 r MERESTONE TO BE SET X 78.5 EXISTING SPOT GRADE -:DP- _ EXISTING CONTOUR AND ELEVATION -®-- PROPOSED CONTOUR AND ELEVATION EXISTING UTILITl` POLE f - - LIMITS OF INLAND WETLANDSre -- m 6 05-08-90 ADD,CONST SEQUENCE FOR DET BASIN JD 7 05-14-90 ADD:PROPOSED TREE LINE JD Ir 3 4 I IF .UPtO n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS (203) 291-8755 DRAWING TITLE -Diva LOCATIONS AS SHOWN ARE BASED ON BEST I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP , SHEET 0o AVAILABLE INFORMATION. ALL EXISTING UTILITIES 1 11-'16•-89 TOWN COMMENTS JSS AND SURVEY WERE PREPARED-IN ACCORDANCE WITH THE STANDARDS OF A ® • � 0o SHOULD BE FIELD VERinED PRIOR TO CONSTRUCTION. 2 2 21 90 MOVE BUILDINGS PER IWWA/CC REQUEST SRC CLASS A-Z SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR 44 GRAPHI o SCALE eS1 r1 RESOURCE RENEWAL CENTER � `�� I!-'t�[n1U�! Z ALL U17U11ES ARE TO BE STAKED IN THE FIELD SURVEYS AND MAPS IN THE STATE OF CONNECTICUT* AS PREPARED AND 8Y A LICENSED LAND SURVEYOR PRIOR TO 3 03 16 90 ADD MONUMENTS AND CORRECT BEARING JD ADOPTED BY THE CONNECTICUT ASSOCIA ON OF LAND SURVEYORS, INC., ON r PREPARED FOR ! CONSTRUCTION. 4 03.22.90 LABLE ROOF LEADERS AND SEWER LATERA !�r�ER3, 19 A D EFFECTIVE NUARY 1, 1987. IN FEET ? ■ of essi0 Calls, inc,I r DRAWN BY.• fSSlsrc JOB Nt7: 88-342 � 3. .THIS PLAN IS INVALID UNLESS IT BEARS THE FLOW LINES JD -ZZ"�9 12$82 1 inch = 40 i RECYCLER�/ /��� I i' IMPRESSION SEAL AND ORIGINAL SIGNATURE R _Y0R'S SIGNATURE DATE LIC. NO. a civil engineers • planners • surveyors SOUTH WINDSOR, CT. CHECKED EY.• r b m DATE; 8122�89 OF THE PROFESSIONAL ENGINEER/SURVEYOR 6 5 05 OI 90 ADD ROOF LEADER PIPE LENGTH AND SLAP JD COORDINATES BASED ON M.D.C. GRID 1170 ellington road (route 30), south windsor, connecticut 06074 DRAWING NO.: j d.• e 'v e