Loading...
HomeMy WebLinkAbout06-60P_ALDI DISTRIBUTION FACILITY SITE DEVELOPMENT PLAN_RYE STREETn I nu, I n,u unm I , ,nllillIlIhI �I,I,II,II. IIIIII.:IIIII0� 11 u'IlllIIuIII.llllhl,,, .,,,oIqd.ji. II,ld,,lllllaillll� .,,III !I In'° ,��,.n ull'lIllI. II III IIIIII.IL. '�' I I ""I'6.i ,,�„ ,,,,,II ij!II II rl„Ill:n nllU. I llI IIIIi.I; II. IIL.! , ';I I ,.,,u IIiIIII ,,,, IIlk�i.I II:I IIIIlIlai.lOl IlIuIIwI II u4III1I,I�. II II � :II IIII-. unlrlln I.', I nuu,m IIII II "II I .i •,IuIInnII1p1 I lI IIIIII' II�IIII I� '�I, II n, !,rU IIIrIII, nIlil :i ;...IlIIuhun'l .uIIIlnIpIlIllI,. IIIIII IIII uI I ,,I I I IIiI t 1 I �1 I ,: I I I Illrl IIIII II 1 II I i'.IIIIII 6 �� II II .IIII a 0I I1 iII dIIIII IIII, IIII.III II m III ; ', I o, ., IIIII �:.IiIIIII I I I. IIII . IIp I. , Il II IIIIIII I �I �d I: I , � IIIIII I .! �I�h�� I � •.,I.III; II. IIII,':. I I I � N"' I II � IJI I IuIImIILv11u1 qI1 . IIII I I d II II. II I I i(t.IIIIIIIIIIII, ,lIlIlIlIll:. I : IIIIi I IIII i� tI n I I IIII 111p1 'ulI I I I1, III uII IpI'I' "Vd I 1I 1u" ,"ad I II Il"uuullllllll � I I I I I „" III1. IIVI e'•. IIII. I Illun,I.,nIl III II I InIIuI Il IlI .IIII I I I II ""II I II IIII�InI ' IIiIII iiII11.11110 ..... I I Jillllll ,el , Ill;mlllllnn. „ah ilo,,, ,od I Illuuul,nnll• ,nll� ,III,., Illlunwnm nnlll ilium, ,ndl n,,,,. IIIIII „ I IIIII Oln ml e�:, o II,,. nA II,,, IIII,IIIIILIII ,I ,:, „ o .. 5 RYL�� 57i LEGEND EXISTING DESCRIPTION PROPOSED - - PROPERTY LINE - - RIGHT OF WAY LINE - CENTER LINE - EASEMENT BOUNDARY CONSTRUCTION LIMIT 100 YEAR FLO❑DPLAIN BOUNDARY REGULATED AREA SOILS STONE WALL RETAINING WALL TREE LINE CATCH BASIN AND PIPE `�- _ STORM MANHOLE - D - - STRUCTURE SEDIMENTATION E.R.L. ROOF LEADER P.R.L. FOUNDATION DRAIN SANITARY MANHOLE AND PIPE SANITARY LATERAL O SEWER CLEANOUT 0 WATER MAIN WATER MAIN PROP. WATER W,L, WATER LATERAL W.L. wV wv WATER VALVE p WELL FIRE HYDRANT GAS GAS LINE PROP GAS -- D.H. WIRES OVERHEAD LINE UE U.G. WIRES UNDERGROUND ELECTRIC T TELEPHONE (D TV CABLE T.V. rnn Am 1 ,r,-I nArn c+ - - INLAIVU W L I LAIVUJ SILT FENCE ® DUMPSTER PAD --------- - 330----------- CONTOUR X61.95 SPOT GRADE X61,95 Q IRON PIN 0 p MONUMENT ■ CO-) UTILITY POLE COL) TP PI TEST PIT LOCATION AND NUMBER � JUKr Hl.t 11KH11VHl� FLOW DIRECTION AISLE PARKING Cl LIGHT POLE LIGHT BOLLARD UNDERDRAIN I"IIPTATNI nPATt\I APPLICANTf AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELE, 704-365-3160 LAND OWNER, ALDI, Inc, (CONNECTICUT) 828 SULLIVAN AVE. P,O. BOX 699 SOUTH WINDSOR, CT 06074 VOL. 1894 PG, 67 VOL. 1894 PG, 71 142-) �i t42-,0 ,32-4 ,Sx-l.4 uo-x /2o-s SITE DEVELOPMENT PLAN IWV 0 U_U H (0) Uj K 1�9 fie 1R-tx 133-a '�4� y\ A 3 133-e 121-2) .2 s 12f-7 120-4 12, 2e-a t20-e O ,xi-13 wl Z_. i20-it ' ^ V ' 0-20 m-ea 120-13 0 121-ax 12o-1a 120-« 120-,7 120-13 12I-04 12p�19 106-3 10h,) to9-1a ,as_a s ow IV-: m-xe ,z ,n-n ,Ss-x Project Site (106,09Ac) 122-1 ,22-n 7s-2 ' 122-3 122-5 122-1a 122-14 WV vo-4 no 20 t, / Hale no-n\ vo-,e 134-N if N (0) U U (C 44-M (Y- ,4e-14 0000a1 A,as-n 144-09 44-te ,46-7e 46-n40A t44-41 t44_u 10M i ua.." 14"9 ua-x ,.e-n 113-70 A• C 3 44-51 1N 24 ltl )a 46-41 ,.ter byq ,,.., � 'µ'�.a->, ,.s-.. ,N-0 ta4-22 t144-72 ta4-7a � ,44-6x t3e-x 136i a1a4 .A'. ,44 a3 134-1 U4-4 3a-oa 134- 112 la-s ,9 134-1a ,SFS 13a- ,3Y4 '° 13" SfiM � 13 21 Is t 13M7 3e-71 i3,h.}I Saa 13 35-N Say, SS-t0 ISe-De [N-22 131-23 .J Sa-xb ,34M ,Shf ,aaa ,22-) 173-9 ,2s n 22-12 ,12.13 ,y,�,, In -to „oa ,to •••'a'\/ /ice LOCATION MAP SCALE: I"= 5001 Zoning Data Block ZONE: I (Industrial Zone) ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 20,000 SQ. FT. 106.09t A.C. Minimum Lot Width 100 FT. 1,800t FT. Minimum Lot Depth 150 FT. 4,000f FT. Front Yard 35 FT. 266.34 FT Side Yard 10 FT. 71.37 FT. Rear Yard 25 FT. 600t FT. Lot Coverage 50% max. 10.447o Impervious Coverage 65% max 22.15% Max. Stories 2 1 Max. Height I 1 40' 1 31.33' 1*4 FINAL PLANS TOWN OF SOUTH WINDSOR AUTHFRIZED SIGNATURE. ©ATE:- tAWIVERS=AIVER GRANTED TO SECTION 17,20.3 c TO ALLOW 30' AND 35' LUMINAIRE HEIGHT, 30' LAMPS ALONG NORTHERN MOST DRIVE AND EMPLYEE PARKING AREA TO BE DIMMED AT 9100PM (SEE SHEET LP1), KING CALCULATIONS+ USE PARKING RATE PARKING REQUIRED WAREHOUSE (468,595 SF) 1/1250 + 1/EMPLOYEE 375+ OFFICE (11,440 SF) 4.5/1,000 S.F. 51 DISPATCH OFFICE (2,650 SF) 4.5/1,000 S.F. 12 TOTAL REQUIRED 438+ TOTAL PROVIDED 151 PER SECTION 13,4.1-WAIVER GRANTED FOR REDUCTION IN REQUIRED PARKING SPACES OF 287 SPACES TO ALLOW 151 SPACES AS PROVIDED IS SUFFICIENT FOR PROPOSED FACILITY BASED ON OWNERS EXPERIENCE WITH SIMILAR FACILITIES, THERE IS SUFFICIENT ROOM ON SITE TO PROVIDE ADDITIONAL PARKING IF REQUIRED, PLANING D prepared by: civil engineers planners surveyors landscape architects • gis gps 425 Sullivan Avenue PO Box 1167 South Windsor, CT 06074 860.291.8755 Fax 860.291.8757 www.designprofessionalsinc.com WESM/SMITH Associates, Inc. 1857 William Penn Mby. Suite 200 Lancaster, Pennsylvania 17601 Phone (717�291-220 pESIpf pyglyEERS Fax (717)-251-4401 Emal: lnfb**vbbersmith.com r621`1flM nr_nc� UL) U UJ U=U 1'u U u CJ ®T'� 7���1._I ��C, UBE, E, m PLANNING • ENGINEERING • DESIGN 2'iY$ WghfwW Avenue Cheshire, CT 06410 (203) 272-0400 FAX (203) 272-5655 jbubarisobubaristraff►c.com C1 K1 B1-B2 11 S1- S7 P1-P5 P6-P7 T1- T5 T6-TO U1-U5 U6-U7 R1-R4 E1-E5 E6 L1-L11 LP1-LP5 A101-A105 A302 C720GZA GeoEnvironmenttd, Inc. 1:'ngineers tY Scientists 120 Mountain Avenue Bloomfield, Connecticut 06002 Phone (860)286-8900 Fax (860)243-9055 COVER KEY MAP INDEX MAP BOUNDARY SURVEY SURVEY TOPOGRAPHIC PLANS SITE PLOT PLANS SITE DETAILS SITE TOPOGRAPHIC/DRAINAGE PLANS DRAINAGE DETAILS UTILITY PLANS UTILITY DETAILS DRAINAGE & UTILITY PROFILES EROSION CONTROL PLANS EROSION CONTROL DETAILS LANDSCAPE PLANS AND DETAILS LIGHTING PLAN ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS DATE: NOVEMBER 22, 2006 REV. 2/2/07 REV. 3/2 07 REV. 3/0 /07 REV. 3/29 07 REV. 4/24/07 SHIEIET C n 22 _cover.dWg SOUTH WINDSO N/E PROPERTY OWNERS MAP LOT NAME 121 27 GREEN, WILLIAM P & COLLEEN J 121 28 NAMCO, LLC. 121 29 NAMCO, LLC. 121 30 NAMCO, LLC. 121 31 THE REAL GROUP, LLC. 121 32 LUKASIK, JAN & ELIZABETH 121 33 LUKASIK, JAN M, & ELIZABETH K. 121 34 D & L CARON, LLC. 121 35 SHEPARD POLA INC. 122 1 CULBRO SHEPARD ASSOCIATES C/O GRIFFIN LAND & NURSERIES 122 2 REICHLE, ERNEST & NICOLE K. 122 3 HILL, JEAN T ETAL 122 4 FOLSOM PROPERTY MANAGEMENT, LLC. 122 5 SHEPARD POLA INC. 122 6 SHEPARD POLA INC. 122 7 WOODCOCK, JOHN J JR TRUSTEE 122 8 ALTA REALTY COMPANY, LLC. 122 17 STATE OF CONN. 123 1 GAINER, WILLIAM N. & ATHENA TRUSTEES 133 1 CRUMBIE, N'MARIE 133 2 SOUTH WINDSOR LAND CONSERV. TRUST, IN( C/O CHARLES SHEPARD 133 3 JSJ REALTY, LLC. 133 4 JSJ REALTY, LLC. 133 5 JSJ REALTY > LLC. 134 46 McGRATH, JAMES B & DORAN ANNE M &KATHERINE M. KELLEY 134 47 TOWN OF SOUTH WINDSOR 134 48 CULBRO SHEPARD ASSOCIATES 135 51 MATULIS, GEORGE W 143 8 CHAGNOT, LOUIS P 143 9 STATE OF CONN. DEP Z � x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z �1 11 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 2 4/4/07 PER APPROVAL COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY GRAPHIC SCALE Z00 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. Tel. 860.291 • 8755 Fax 860.291.8757 esign 00afeimlonals nccl�nl. /`QC �' civil engineers • planners surveyors ti�alVrv.: 2282 landscape architects • gis gps ✓OB No.: 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: n%on l,vyrfA!• /'4C I �N�r[f�n• / !?(� V. DA TE.• 17122106 �s/2282/2282_ co ven dwq VOL, 1894 PG. 71 PREPARED FOR: JT) 5074 SHEET ALDI DISTRIBUTION FACILITY IKI m "VT�� CONNECTEC4J JS K1 •:��`"` /5a0 SULLIVAN AVENUE • SOUTH WINDSOR. CT 0GO74 `;yid TELEPI iONL .sWi 6"-2b11 April 20,1007 Mr. Galen Semprebon Dcshm Profas;ipnals. Inc 165 Soldh Salelhlc Ruad SoathNVwdsor,Cl' 06074 Re: Ald-.Meributiunracilit_y Suulh Windsor, CT Dear Mr. Semprebon: The South Windier Water Pollution Conlrol authority, at Its repulai meeting of April 3, 2007, approved the application m presented thr connection in the'i'nvni s selverage system for the Aldn Distribution Center located tin Rye Sueet, South W mdsnr, ('I' as mint specifically shoe'- on plans entitled, "Aldi Distribution racility, 295 Rye Street, South Windsor, Connecticut: Prepared by Design Prc&sssionals, Inc., South Windsor, CT: Shcet Nos, U^_, C7, C4, Uri, & U 7, "Topographic Plan" Job No: 2282, Dated: 11, 22'O6. with revision dates or 7.12'07 3;9f07, 3P7,10?"; and subjuct to thu fulluwing:unditiuns: 1. If there is any c!nange to the meter station, they vill come before the Commission again. 2. Paywent of all appropriate connection charges. 3. Tcd�uical approval orilu Tulin F.n6n10el ing Department. 4. ...1 Author:-.............1 .-a. _ -lithe s.mnary<cwcraoe connection will 1-.6n, t. line I:as been installed and inspected by th:: Town slaff and based upon I'm avi itten vtwication 0! the'I'nsvn slarf that sa;d smilary srwer line nos installed in sub;tautial conformance ntth the desipn plans approved by UIa Aut1Wr.1y, and meeting all Tnmt regulati-s and appropriate technical specifications relating to .auflary uwcr con;unction. This approval letter must be superimposed on the final approval plans. Very truly yuixs, 1 Joseph,]. Canon, Chairman Water Pollution Control authority JC:vap Cc: ltiebsel J. Oantw•s. Director of Public Works Jeff Donhttle, I'ovni Engineer Marcia Bmnach. Director of Planning Chris Dougare Chief Building Inspector e1,a Se, %ufsz olpslcwt/2 ?A�dgotc 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 •yosotoco � TELEPHONE (860) 644.2511 March 29, 2007 CERTIFIED MAIL 7004 1160 OD07 4128 0894 Design Professionals Mr. Peter DeMallie 425 Sullivan Avenue South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 06-06P Aldi Distribution Center Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on March 27, 2007 to approve with modifications, application #06-60P Aldi Distribution Center Site Plan request for a 500,000 sf distribution facility for property located at 295 Rye Street, I Zone as shown on plans by Design Professionals, Job No 2282, dated 2-2-07 as revised. This approval is subject to the following modifications. 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be ts-sued Until the final mylars have been filled in the —town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $100,000 for construction of stormwater controls including the detention basin, $40,000 for wetland and mitigation plantings, and $60,000 for erosion and sedimentation control, 4. A landscape bond in the amount of $50,000 is required and must be submitted prior to filing of mylars. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-bulit plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. No building permits will be issued until the State Traffic Commission certificate has been issued (per CGS §14- 311). 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. , Z n n Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 — 4/24/07 3 4/4/07 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/9/07 1 2/2/07 \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE 13. The supplemental evergreen plantings along the northern boundary line, as shown on sheet L3, dated 3/12/07 and submitted at the public hearing on 2/27/07, must be incorporated into the final landscaping plan. 14. The Town Engineer's review comments dated March 20, 2007, and March 27, 2007, must be addressed to the Town Engineer's satisfaction. 15. Tractor -trailer trucks are not allowed to turn left from the site onto Rye Street. A pork chop island must be Installed at the exit to channel tractor -trailer trucks to the right, with a narrow passenger vehicle lane that allows passenger vehicles to turn left. Both the entrance median island and the pork chop island must be raised. The radius on the east side of the driveway entrance at Rye Street must be reduced to 50 feet. Signage must be installed to prohibit left turns by trucks. The final driveway design is subject to the Town Engineer's approval. 16. All notes referring to construction 'by others" must be removed from the off -site street improvement plans. All road construction plans and specifications must be designed and constructed in accordance with the Public Improvement Specifications of the Town of South Windsor and are subject to the approval of the Town Engineer and the Director of Public Works. The Director of Public Works shall make the final decision on any road design issues, and his decision shall be binding. 17. Rye Street must remain open to at least one lane of traffic, alternating directions, during road reconstruction. 18. A waiver is hereby granted to allow 30-foot and 35-foot light poles as shown on the approved site plan. Outside lighting must be dimmed after 9:00 p.m. within the employee parking area and driveway. 19. A waiver of 287 parking spaces is hereby granted to allow 151 parking spaces. 20. The water tower Is limited to maximum twenty (20) feet height, 71 No ale hams, shall be used On the cite Black and white transparent mylars of Sheets #I1, Pi-P5 with the above modifications, together with three blueprint copies of the plans must be submitted to this Commission to be stamped and signed. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. Very truly yours, Patrick Kennedy, Chairman Planning and Zoning Comn Enclosures a: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education 4eWX Sl, `%tn�n o� v orct/� 2lJi!gotc �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J^�SOR•e0�� TELEPHONE (860) 644-2511 March 29, 2007 Certified # 7004 1160 0007 4128 0917 Design Professionals, Inc. Attn: Galen Semprebon P.O. Box 1167 425 Sullivan Avenue South Windsor, CT 06074 RE: Appl. #06-60P — Aldi Distribution Center Dear Mr. Semprebon: At the March 21, 2007 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #06-60P —Aldi Distribution Center — 295 Rye Street — Inland Welland Commission/Conservation Commission application for 1110 4UIIJtlUctlUIl of q SVV,VVV sglt VIOU 4UtnJil Me,lllty, 111VItldllig pall1li11V IUt, 9fdUlrl9, stormwater, utilities, road construction, and associated improvements for property located on the northerly side of Rye Street, northeasterly of Commerce Way, Industrial zone (1). This approval Is subject to the following conditions: One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. The permit is valid for five years and shall expire on March 21„ 2011. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Ali approvals required must be obtained and submitted prior to any activity on the site. A contact person shall be identified on the plans. REVISIONS GRAPHIC SCALE PER APPROVAL COMMENTS GBS 200 0 100 200 400 PER APPROVAL COMMENTS CJC FM , PER TOWN COMMENTS GBS C IN 1 inch = 200 ft. PER TOWN COMMENTS CJC DESCRIPTION BY I !J I Z1J °UiA Aldi Distribution Center March 29, 2007 Page 2 Construction fence and erosion controls must be erected along the limit of disturbance adjacent to the pocket wetland located on the Caron property The Town engineers comments of March 20th and March 21" must be addressed to staffs satisfaction. Bonding in the amount of $100,000 for construction of stormwater controls including the detention basin, $40000 planting for wetland and mifinarir,rl nlernflnne and ., --- ,,,,�, salt., $60,000 for erosion and sedimentation control Very truly yours, `6AQ�1-P X1t TTI A 1/Ih An i Elizab th A. Warren, Chairperson INLA ETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Aidi Distribution Center Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 UNDEX MAP DESIGN.• GBS I DRAWN.• ✓AU I CHECKED.• LRG t/o8 NO.: 2282 IDA TE.• 11122106 DRAWING No.: G. J085/2282/2282_/I AM KING CONSTRUCTION CO„ LLC 2115 REXFORD ROAD r1 ItTC 71 A JU1 I r- J1T CHARLOTTE, NC 28211 TELEt 704-365-3160 PLAN PREPARED FOR: LAND OWNERi ALDI, Inc, (CONNECTICUT) 828 SULLIVAN AVE, P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL. 1894 PG, 67 VOL, 1894 PG, 71 SHEET ALDI DISTRIBUTION FACILITY I I 1 U0 l 1 fI �!\ I\ 11> ;fit II : 1611 I : I: I 11 O MIC !i IC tV 1L �I METES & BOUNDS DESCRIPTION FOR 295 RYE STREET METES & BOUNDS DESCRIPTION - VOLUME 558 PAGE 200 (AKA LOT 4) Beginning at a point on the northwesterly right-of-way line of Rye Street, said point being further defined as the northeasterly corner of land now or formerly Nicole K. & Ernest J. Reichle; Thence N66°55'10"W along the northerly property line of land now or formerly Nicole K. & Ernest J. Reichle, 222.77 feet to a point at the northwesterly corner of land now or formerly Nicole K. & Ernest J. Reichle and the northeasterly corner of land now or formerly of State of Connecticut; Thence N74'50' 20"W along the northerly property line of land now or formerly State of Connecticut, 88.82 feet to a point; Thence N66'52'00"W along the northerly property line of land now or formerly State of Connecticut, 149.91 feet to a point; Thence N62°07'20"W along the northerly property line of land now or formerly State of Connecticut, 1287.21 feet to a point; Thence N27'52'40"F alo_na the easteriv Dror)(-rty line_ of land now or formerly State of Connecticut, 350.00 feet to a point; Thence N67°32'36"W along the northerly property line of land now or formerly State of Connecticut, 310.00 feet to an existing monument; Thence N44°54'14"W along the northeasterly property line of land now or formerly State of Connecticut, 598.81 feet to a point on the northeasterly property line of land now or formerly State of Connecticut; Thence N44°54'14"W along the northerly property line of land now or formerly State of Connecticut, 162.00 feet to an existing monument; Thence N57'56'05"W along the northerly property line of land now or formerly State of Connecticut, 138.93 feet to an existing monument; Thence N57°56'05"W along the northerly property line of land now or formerly State of Connecticut, 75.8 feet, more or less, to a point on the easterly bank of the Scantic River; Thence in a northerly, easterly, southerly, easterly direction along the bank of the Scantic River, 4171.00 feet, more or less, to a point, said point also being the southwesterly corner of land now or formerly Anne McGrath Doran; Thence S67°44'47"E along the southerly property line of land now or formerly Anne McGrath Doran, 409.4 feet, more or less, to an existing monument; Thence S67°44'47"E along the southerly property line of land now or formerly Anne McGrath Doran, 1849.69 feet to an existing brown stone; Thence S38°56'41"E along the southwesterly property line of land now or formerly Anne McGrath Doran, 443.84 feet to a point on the northwesterly right-of-way line of Rye Street; Thence in a southwesterly direction along the northwesterly right-of-way line of Rye Street, on a curve to the left having a central angle of 9.20'00", a radius of 1200.00 feet, and an arc length of 195.48 feet to a point; Thence S62°10'42"W along the northwesterly right-of-way line of Rye Street, 314.65 feet to a point; Thence in a westerly direction along the northwesterly right-of-way line of Rye Street, on a curve to the right having a central angle of 12°00'15", a radius of 1950.00 feet, and an arc length of 408.54 feet to a point; Thence S74°10'56"W along the northwesterly right-of-way line of Rye Street, 802.14 feet to the point and place of beginning. NOTES: 1. AREA OF PROPERTY = 4,621,322t S.F. 106.090t AC. parcel No .. 1 an a sap alnittled "Plain Showing'Froper%y or General isoo., Rye Street and 'troy Road, South Windsor, Soels 10 . loot, July, 199W Joan 8. talthline, Sarvoyor", on file in the offiae' of the Torn Cleric of i of Saath Windsor, to which reference &my be had, acid rsepeotivo psraelai r on said rep being more psrticalarly bounded " described to fallowst MParcel No. 1--dontaining 92 Acres,. More or Lose Beginninit at a mere stone set in the west line of ft}te Street, N southeast corner of the land herein described and the northeast oarner of or formerly of J. 1t. 8hopaxd; then** In 4 wastarly direction along tore not qf said J, Z, Shepard, one thousand three hundrod and thirty-eight end tW `1339•3) fast to a more stone; thsnos continuing in tic ssm* we$tsrly 41x one thousand and twenty-five and seven -tenths (1027.7) toot to a sure $tor continuing in the sacs westerly direction, WL-ae hundred and frrr ty (340) 1 or less, to an Iran pips; trienoe to a northwesterly direction, six hu:l4rod (690) fast, sore or Ins, to an iron pine; thence in a westerly diraotioa, hundred and fifty (150) tee%, mare or less, to an Iron peips set near the the Scantic Aiverii thence continuing in a waaterlq direction to the Bassi thence along the Beentie Riyar about throe thcusond live h=Ared (3500) N iron pipe act near the seat bank of ,the Saentia Hitler; thanoe in an esetex direction along the south line of I.Ardt now or foncerly of oho RoGrath estx hundred (400) toot, more or loss, to an Iron pipe; tbanea continuing is of die-nxion along land now or formerly of sold KoGruth eetats one thousand r Hundred ar►4 sixty (1960) feet, more or 76a, to an iron pipe; thence in a sastorlr direotion, four hundred (400) toot, more or Lis, to all iron pipe th. =0wt �3�,e cf >v! Airi•r,et� Chrnn* in . enutliwsterlr diregtlnrs, *loss¢ 1 line of Ayr Street, about one thousand and fifty (1050� feet& to the gla'c� boxinninI together with ell the grantor's right, titl.* mid Interest to tt thread of said 808ntia River. METES & BOUNDS DESCRIPTION_ - VOLUME 558 PAGE 199 (AKA 199 A certain piece or parcel of land located in the Town of South Tax dsor, Caamty of Hartford and State of Connecticut with any buildings and improvements thereon, k wen as the first piece of the Bice Fawn, so-called, containing 18 acres, more or less, and bounded and described as follows: IMMEMY: by land rlow or formerly of Wibry 'Brothers; EASY: by a higixaay Imin as Rye Street, StW.>liEi2I.Y and 41ESl,Y: by land now or formerly of the Estate of Martin McGrath. The said premises are c=; yed together with ail appurtenances and strips and gores relating thereto. TI Ir- I rIC AAr'-rr-Q AKIn IVIG I GJ HIVu Qnl INInC nCC/-DIDTInNI DDIn\/nCn CnD DUVI\IuJ uCJIiI\L I IUIV I- ICU VUL_u I -"I\ 295 RYE STREET INCLUDES ALL OF THE PROPERTY DEFINED IN THE METES AND BOUNDS DESCRIPTIONS OF 199 RYE STREET AND LOT 4. 2. PROPERTY IS LOCATED IN THE INDUSTRIAL (1) ZONE. 3. HORIZONTAL DATUM IS NAD 83 VERTICAL DATUM IS NAVD 88 4. THE FLOOD PLAIN ELEVATION AS DEPICTED ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY IS ELEVATION 32.0' BASED ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD 88 IS-0.80'. ELEVATION 32.00' (NGVD 29) - 0.80' = 31.20' (NAVD 88). 5. PLANIMETRIC INFORMATION DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY DATED 3/28/03 & 4/28/03 AS COMPILED BY GOLDEN AERIAL SURVEYS. 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPF GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES I THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPR( PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455 7. REFERENCE IS MADE TO LAWYERS TITLE INSURANCE CORPORATION COMMITMENT FOR TITLE INSURANCE FILE NO. ST017815T, EFFECTIVE DATE:3-21-06, SCHEDULE B-SECTION 2, TITLE EXCEPTION "RIPARIAN RIGHTS OF OTHERS IN AND TO THE SCANTIC RIVER, WHICH FORMS THE WESTERLY BOUNDARY OF SAID PREMISIES." MAP REFERENCES: 1. "PLAN SHOWING PROPERTY OF GENERAL CIGAR CO. INC., RYE ST.& TROY RD.-SO. WINDSOR, SCALE 1"=100', JULY 1944, BY. JOHN H. KEITHLINE. 2. "PHASE II JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN AVENUE AND RYE STREET SOUTH WINDSOR, l'•f\AIAIE!`TI/^I IT Q/^AIE 1" - Inn' IAAIIIAPV tn4'7 NINE 1 PREPARED BY LUZZI ENGINEERING QP SURVEYING 412 WEST VVIVIVLV IIVV I JV/1LL.. 1 - IVV VI11V Vf11\ 1 IJV/ IVIVL I PREPARED V I LV LEI ENGINEERING w SURVEYING ...� ..�.�. AVON ROAD AVON, CONNECTICUT". 3. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". 4. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER 24. 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". CERTIFICATION: TO ALDI INC. (CONNECTICUT); LAWYERS TITLE IN THIS IS TO CERTIFY THAT THIS MAP AND THE S DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TI INCLUDES ITEMS 1,3,4,6,8,10,11,13, & 14 OF TAE AND IN EFFECT ON THE DATE OF THIS CERTIFIC4 SURVEYOR REGISTERED IN THE STATE OF CONNE WHICH IS SPECIFIED THEREIN. 1. THIS SURVEY AND MAP HAS BEEN PREPARE OF THE REGULATIONS OF CONNECTICUT STP OF CONNECTICUT, PREPARED AND ADOPTED ♦ TYPE OF SURVEY IS A BOUNDARY SURVEY IMPROVEMENTS RELATIVE TO PROPERTY Lit ♦ THIS IS A DEPENDENT RESURVEY BASED C ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. zo_<x Z m 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 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 4 4/4/07 PER APPROVAL REQUIREMENTS MHA 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 'LAC 12127 3 2/2/07 PER TOWN COMMENTS CJc 2 12/01/06 REVISE NOTES LRG 1 11/22/06 UPDATE CERTIFICATION PER ATTY COMMENTS LRG LAWRENCE R. GEISSLER, JR. LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTON BY GRAPHIC SCALE 100 0 50 100 200 (INS) 1 inch = 100 ft. Tel. 860.291 • 8755 Fax 860.291.8757 ILL �J J J J 1 rJ 1 J J J civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 �©UN©ANY SURVEY DESIGN. I DRAWN.• MHA I CHECKED. LRG ✓oa No.: 2282 1DA TE.• 9122106 DRAWING NO.: lobs-survev/2282/2282_boundary PREPARED FOR: ALDI DISTRIBUTION FACILITY 29.E R YIE STREET SOUTH WUNDSOj CONNIECTICUT B 2 SHEET B2 / W P11 � W �f "9 .a0 R��� PRE � I so s cb W IF � ANNE McGRATH DORAN 12 WrF�2p \ \ \ \ \ \ \ \ A \ W (F (VOL. 64 PG. 247) WrF 1P p r�`�` WrFg3 WrF WrF 8 WrF .----_ WrF ♦-- -------- - - - - -- - \\ � \`\ ` \\\� \ ♦' �if(E, 1 ! / / / 2 / / •' ag5 \ `� ` \ 1 tSt gR°�N \ � t � WfF �2 F #p6 pp1� S.Y_ ) s9' '� � t 1 ES °NE I / t ti o F \ \ � \ `� 1 I I �"� % � LulfF'� / _ _ -^' / / /Q�j I � \�� ♦ �� � �tP.S .et iFpp1 1O' S.Y. _ 183.06 i - ! 1♦ ♦ j j P1, WrF W1` ` ii�1 -� _/ t • -� - --- -- 101S.Y. �. - 1 \♦W p,9 p2tr pp8 Wry\ \\ � _---'t�F��1�'� Wry' � � � 11 • _ - .. � ` ♦ ♦ � //�� I \ ^ '/ ♦ ♦ / / � 3 \ �p,2 �Pq W�F �P �Pp20 WJF �P WrF � � \ \ / �� - / / : ♦ / /\ f / g2 t 81 , WrF WrF WrF PP25 pP to ` `-^��.. ♦ ♦ �-- ` � / \\ 1 I X I X / ♦♦/// �� WrF 6 6 X83. 1 � / .�p2 _ .. �~ WrF � W� �pP WIF �Pp26 $Pp5 : /--- - - -- -- / 1 ♦♦ / �---80---� �: :`� WIF NIF 4Pp2$ 2 WIF $pph �ppg9 ' - 1 X83.59 \ `AW' Wr WrF 17 � ' � ` ` 8g2 \` \ ♦ ♦ ♦ �.\ � ` ` \ � 1//� I ; / WI� �pp3 WIF WiF �pP /♦��' X ��` ` -------- X � X83.75 80 19• v gk? r"-DfBg3� - ^-------------- - --- - �X85.6s _- ^^ ^ X ---- - _ - -- /�X7PQ �\I I X�7 Xa4.49 � - - Xaa.9s - _ / \�� - - 'n`8h-77- .: _.sAg- XRan� a�9 ...�_ a29 � `' `• - � � / �a .I.P X85.35 X84.68 \ '---yyy--• _ / r'� X85.77 X84.51 ? ----- X84.90 ----- X84.54 $y0 \ ` X \ ' \ X \ \ � . w ` _ � / ♦ 8 / SIG N X84.23 \ X83.7\ \\ -_---------- _\yam \ \ X83.67 _ " $35 ♦,\ / r' 1a , 83.20 / X X X85.65 O A IQCX, 5 1 0 KING" X85.50 � � 1 / 1 S GN / ,�; �a.02 /�IGN X85.34 X85.17 ` oe X i�\3.85 \ � �i / / / / Cf)\\ \ ♦ % G / LIG 17 W X84.67 _ - _ _ Xss.zs _ _ - - , � � � g3� X / / D NG" EX• 2� D LIMIT" \ ` X // / ♦ - SIG S $y5 ��.---.-^-X$�0_._-_ ^ X85.65- g62 g6� I ``�� \ / /' ♦♦ X ' I . ' / o?• / a5 s X86.03 X86.16 i � I ♦ � � - ' � ' - l _ - ^ X85.92 X85.27 X84.62 X84.19 X / 5 CB �- X83.99 / / $ � N" 0 INV': 2" CPP)82.25 S 7 X84. 7 X84.31 / / r X84.95 XS4.90 gk? X85.02 X X X85.31 X85.28 ,y^IK- -00/ 3 X85.11 ' X84.90 ti X X84.85 S T 726 MAP REFERENCES: Xa3. X / PARKING" 1. "PHASE II JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULJVAN AVENUE AND RYE STREET SOUTH ` X83.9t Xaa 11 // �X. S 2 "IGN WINDSOR, CONNECTICUT SCALE 1" = 100' JANUARY 1987 ZONE I PREPARED BY LUZZI ENGINEERING & // ;�� SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT". r 2. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR / SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALY AND ASSOCIATES (23) 688-2413 123 PROSPECT Xaa 15 HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". ` X84.47 � X8469 3. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND X85.01 r // / RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR X84.97 Xaa95 / / ' `` SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". NOTES: 1. AREA OF PROPERTY = 4,641,638t S.F. : , SNE #1725 106.557* AC. X83.63 X83.86 r / // / .PROPERTY IS LOCATED IN THE INDUSTRIAL (I) ZONE. � SURVEY NOTES: , `' // 3. HORIZONTAL DATUM IS NAD 83 X 5 � �' VERTICAL DATUM IS NAVD 88 I HEREBY CERTIFY TO ALDI INC CONNECTICUT , TO LAWYERS TITLE INSURANCE CORPORATION, AND TO CULBRO/SHEPARD ASSOCIATES. , ` / 4. THE FLOOD PLAIN ELEVATION AS DEPICTED ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E TOWN OF SOUTH WINDSOR, CONNECTICUT, 1. THIS SURVEY AND MAP HAS BEEN PREPAREb IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 / // / HARTFORD COUNTY IS ELEVATION 32.0' BASED ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD 88 IS-0.80'. ELEVATION 32.00' ` OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE ' (NGVD 29) - 0.80' = 31.20' (NAVD 88). X83.65 ♦ X83.89 OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. � Xsata S. TOPOGRAPHY INFORMATION DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY OBTAINED ON 2/28/O6 & 4/28/O6 AS COMPLETED BY GOLDEN AERIAL SURVEYS. 84.41 q / TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF X84.61 �a�9 / ,' / // / 6. EXISTING SPOT GRADES OBTAINED BY CONVENTIONAL FIELD SURVEY ON 9/5/06 BY DESIGN PROFESSIONALS, INC. IMPROVEMENTS RELATIVE TO PROPERTY LINES. ` X83.43 9 / 7. LIMITS OF INLAND WETLANDS DEPICTED HEREON WERE DELINEATED BY GZA AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. �� ♦ THIS IS A l3.IeENDENT RESURVEY BASED ON MAP REFERENCES #2 & 3. X �'� / // \ X 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE \ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. / / # 4 RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS `\ / % /TR S LOCATION APPROXIMATE ANDI EXISTENCE OF ALADDITIONALLY, FEATURES MUST EBE�FIELD DETERMII ED A D VERRES MAY EXIST ON THE IFIED BYEXISTENCE THE APPROPRIAiTE AUTHORITIES PRIOR TO CDESIGN ONSTRUCTION. CALL BEFO ETHE YOU SIZE, MATCH LINE SHEET S2 / /, / IGN o-<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 PREPARED FOR: SHEET Z LOCATIONS T SHOWN, ARE BASED I N AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860. 291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE ���j�� u O�O���° " �'�^� �" "" " ALDI DIS`TRIBUTIQN FACILITY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ��,��JJ/�,� st 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1anal's �j (� j� may' STREET ° BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET) 295 Jill JS IE tyTRl ET CONSTRUCTION. 2 4/4/07 PER APPROVAL REQUIREMENTS MHA civil engineers* • DESIGN.• DRAWN.• MHA CHECKED: LRG , g planners surveyors 1 inch = 40 it. p gis • gps ✓OB NO.: 2282 DATE.• 9126106 �TtT�\�v 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC � � 12327 landscape architects SOUTH WUNDS® (0®�CTICUT IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: bbS-Suave 2282 2282 f0 O. dw SOUTH u \1J OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION FTY7 or-\ / //TR S MATCH LINE SHEET S3 MATCH LINE SHEET S1 //FAK IGN // / r X83.94 2.53 / 5<84.06 X82.56 X84,14 - X84.24 X84.36 X82.93 X82.70 X83.33 - - / 2.02 SZ6 ♦ ` X $r` 3 / / / // / / X82.23 / / / _ - - X83.69 ' ' / / X83.39 X83.59 - ~ - - - � ' $q 5 i' � // / SNE 1722 g5� � X83.51 X83.57 X83.9�G / $� 6 5 3 i // / GHT XB4.77 ` X81.91 $3 0 1 ♦ / 1 X83.44 V� X1 SN 1721 �X1.2s ~ --- / � / 1 X82.06 / X82.57 V X81.41 �i X81.67 $25 X62.38 Y_ > / j X7 94 X79.94 80.91 ' X8i.76 2'�k •yj ' / / / I� X81.13 , ' PREP -----^- ~ GRa'0_9, P� EXISTING BARN Y_ EXISTING BARN pJC�� 5<EN� 6,.57ED / _ .' / /, ,� ♦ 1 1 1, 1\ \ SNET #2010 GAR O.H. ELEC. gS? / / ' /''/E 1717 $ #2S ET _ / ♦r� / t,C Y, 64, 1 ET#1716� 8 / 2 I 1 NOTES: S.Y. / NEE p(1/9 / / / / ' / ` t 1 <1�,p�QPG t�l 1. AREA OF PROPERTY = 106.557ttF. AC. 86.82 coRNE � -, � ' - �• '.� 2. PROPERTY IS LOCATED IN THE INDUSTRIAL (I) ZONE. 77 \ BARN $ 55'10"W �� ' ' ' 3. HORIZONTAL DATUM IS NAD 83 ` / / / / P VERTICAL DATUM IS NAVD 88 ' 4. THE FLOOD PLAIN ELEVATION AS DEPICTED ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E TOWN OF SOUTH WINDSOR, CONNECTICUT, 8p ` - : \ / j / ,SNET -#171 % // \ / HARTFORD COUNTY IS ELEVATION 32.0' BASED ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD 88 IS-0.80'. ELEVATION 32.00' (NGVD 29) - 0.80' = 31.20' (NAVD 88). 111 _ EX. / / _ ~ ' � / ' ' � � __-• � \ \ �\ ♦ \ � � HOUSE / / / � / ' � � /, ' � �/ 5. TOPOGRAPHY INFORMATION DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY OBTAINED ON 2/28/06 & 4/28/06 AS COMPLETED BY GOLDEN AERIAL SURVEYS. _ - - / - . \ ♦ ♦ �--,� - - \ ` pP\N\\ / /� 6. EXISTING SPOT GRADES OBTAINED BY CONVENTIONAL FIELD SURVEY ON 9/5/06 BY DESIGN PROFESSIONALS, INC. 7. LIMITS OF INLAND WETLANDS DEPICTED HEREON WERE DELINEATED BY GZA AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ' • , ' • i / - /,' / - _ - \ ♦\ ` ~ - _ NICOLE K. R EN STD: REICHLE _ / / / % , • i , ' , / /�2 /b (VOL. 86 PG. 159) e.F. / / .' _ _ �' / 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR ' GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. ' r' " -' - ♦ ` ♦ �60� �� ` / / i . MAP REFERENCES: / \♦ FE♦F _5 ''' '''' �' ,'' / '' '' ` - - -72 1. "PHASE II JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN AVENUE AND RYE STREET SOUTH WINDSOR, ♦ _ _ _ �Z° RpOn `\� 1 i `/ .'.' / �'� / ,' CONNECTICUT SCALE 1" = 100' JANUARY 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT". Q� \ // ', , , �i / // , / �, ✓ A --7r6UKVtY NO-ItS: I HEREBY CERTIFY TO ALDI INC (CO NECTICUT), TO LAWERS TITLE INSURANCE CORPORATION, AND TO CULBRO/SHEPARD ASSOCIATS. 2. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, BE 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. REVISE R cp Q 1. THIS SURVEY AND MAP HAS B EN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED _ y�FQ OF THE REGULATIONS OF CO NECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE THROUGH 6/25/91 JUNE 13, 1991 LETTER ADDED". -66 l OF CONNECTICUT, PREPARE AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. 3. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 e� \ /'' 'y��' /' J / ' ' ' �' I 1 - TYPE OF SURVEY IS A POGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER sg_ = �� / a -64 ♦ IMPROVEMENTS RELA TO PROPERTY LINES. 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED / / / / THROUGH 6/25/91 DUNE 13, 1991 LETTER ADDED". 4r`IW54S_A-DEPrNDENT RESURVEY BASED ON MAP REFERENCES #2 & 3. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. o Oil x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 291 • 8755 PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE Fax 860.291 • 8757 �pP®C�G1PC PLI m INFORMATION. ALL EXISTING UTILITIES SHOULD 40 0 20 40 80 ���� ALDI DISTRIBUTION FACILITYS2 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD�JIJ��� BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4/4/07 PER APPROVAL REQUIREMENTS MHA t IN FM � DESIGN: DRAWN.• MIA CHECKED: LRG 2� RYE STREET { 1 inch = 40 it. civil engineers planners surveyors JOB NO.: S7 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 2/2/07 PER TOWN COMMENTS CJC (,{� � 12327 landscape architects gis gpS 2282 nA TE.• 9126l06 IMPRESSION SEAL AND ORIGINAL SIGNATURE �_..,_ ,.,•_ _,_ _ _ _ _ _ _�•_ . �. .,. ^.,, ..., .,,, SOUTH �fi11[�Tl®SM CO�IEIC'iC�ICUT � / I I - ��LAWRENCE R. GEISSLER, JR. LIC. No, 425R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1 167, South rvinasor, Connecticut vov/ r D14AWING NO: bbS-Suwey 1LtfL LLtfL i0 O.IJW _ _ _ _-- .. - ._ i/ OF THE PROFESSIONAL ENGINEER SURVEYOR. NO. DATE DESCRIPTION BY l _ P 9 I FP3 fl / t / IV /rr //// N W / /�// / SOUTH WINDSOR LAND CONSERVATION 'TRUST A / / , tl � ►I � t (VOL. 282 PG. 11) W \ i FlOODPLAIN i7N SC�_ ...=,,,�• - - - 10' S.Y. AF ..-•ten / / / // //`1 `\\\\\\\\ ♦`�_\\ r -----r,...�-- x9 //rrr'-_�`�__�,\`r/••```\\` ��' /F��•�-�21Y�c,� '///�/ // J///// //1/)////� /// \ � //� \\\\\\ `\`\\ ` ��yIF� -� \ ` ` - -----_ =r =---- �\ l - '' `�♦\ _--- � r rr' .' _- ..// // /' /rr �F�= _'QtlFr�-�_ `♦ \\`/ /_ `�` �`` - - �. �''!} _.- � ��' / / // / //// / / // �//'/ / ,// 1 / /)// / ayr / /' / / ,' `1 11 \I I � - - � ` ` ` \ \ \ � ` r ♦ ; y\y \\ \\ \\ .� � �.' .. 1 1 i ' + - - /' / / / / / '/ /' / / /' / / - _. \ \ \ - `I,1�- ` � � ` � ' � �\ ` -- � � � '' // /'u(: / / / i ' � /' / / 1) /)/ 1//1) / 1 J // / / / / / / I 1 �'``_ I ♦ ` \\ `- li\��+ \ \ \ i N63 ) 0 / / / \IIIF - _ - " � ♦ \ -� . � � � � - _ \ F3 f // ` \ \ r r 1 I 1 / / / / / / / / \ ` � ` _ _ ... _ .. J - _ ... _. _. _ _ ^ �G\ ` \ �-' / � + � � � / ' � r '� / I 1 1 t 1 1 1 / / / / � _- ``♦ \ - \ \ `•� � -`� � �IE�- t-' s• 163 .ls 1 ` +♦ ' r� 1 1 / I \\ \ ._ .. •#\y1� ,/ 1' / / / ,' / / / / / + \ ` ,� \� _.� i r r - \\ �- ` / ` \ ` r ' �/ r r «- _ + / / / r / ' ) 1 1 l 1' 1 ; ► / / / / // / `\� ` ` `� '�` � \ \ � _ \` \ `_ � \ • r 1 \ 1 •--... ., ` \ ` l ( ' ' / / / / rr �� `� -ter _ \.�...-._�. "/'•� r 'r+' .�--' / rr` �-/ / •// 1 t ,!k1'i`21 / / , /r r / \ \ \ ``�.� `-,�` •'`` `� \--+•� `` ``�` `� K\W � \\ ` 137 \ / 1 / / r -�. ... _ ` \ \ \ ( r' -� ,��, ,� .� _ .. '� `\ \..,//- rrr �•!^ ._ ' + r.. �` -/ / r !I' 3 // // /��� / / / , \\\`� \ \` ``�\`\ \````-� `\`\\``\Ey ``\ C��S\NG t / ai r ' /r/// /'�Ij�/-___-..._\\\\y 1�`1, 1�i///, ////'ram .. _._�. .� �__.�\ i^\\`//rr'//r'r rr'rr��i•�I'"\'rrr /., j///�'I / / / / / // \``` �- \ ♦ \ \ �`` ♦` `1,E �H\ -` MPQ 1 / / r' / / ,'/ / / / r- \vl'\1\�tI/ / / / //♦ `~ __^- _ _� / \1 \/rr / r / r/� -.\\ //r / . to / � \ . \ \ / / . ( I `_ ., \ �•- / „Ty.}E+ j 1 , 1 ' ' r _ / t \ ` `` `` `` \-- ♦ � ` � \ \ \ � _ �. _ `` ' ' / / 1;13, / / // // // / / / �" /rrW�� ♦ / 1 1 I I 1 �/ / , / � "` \ _ '^ /,`, / ,+ rr / �r \ / / / / / 1 '� \ ` \ � •• ` � \ ` \ \ � ` � ` \ - .� r r / FLOOD PLAMI'UN _ , r i• / / ' / / / /' / , r / ' / ' + ' �� \ \ \ I 1 t t I I ► I 1 / / \ ` - - - •� � - - ,� / / / r / S - / ELEy1Sf20' / -•--`--- 1 /� \ `\ \ ♦ � / ^' • r / / / / / / r ' fit _ �. •� / l r r _ I�E 1 / ` � � \ \ \ \ � ♦ ♦ \ \ � . \ � --- / � ' E�1- r r / / r r / ' / / ' / / / ' / r etl� ` \ \ ► !) 1 I { I ( � _ 00 / / r / `ii � � / 1 'r 1 \ `it t�\ �` / ` ` � ` � \ ` \ ♦ \ \ \ \ \ ♦ \ \ ` O �� ` \ •� ..... _ - _ .r - ' / � �. / W �r�r r / I 1 / / / , / / / / / / / + \ ♦ ♦ \ V---- / / / 21 1 _'• ------ _ y 1 `- `� `♦ � � \ \ \ \ � \ \ `♦ � � #` `_ � r / rr �/ - _ - / / r _ / J r' /' / // / /' / // ,' // // / _�\\\ \ t! ! t\1 t $}. __ 3-"-` 3 ' / ! E �L ( / F"'�L` --"/ \ \ t --- `` � � `♦ \\♦ \\ \ � `♦ \ \ `♦ ` \ � `�-.., 'r � / /' / / , .. /' /' � _/ I / / / / / / / � �r /' // ///� / r� ♦� \ \ �. I I \ 1 t1\ 1 � �-" �- X .� t / 010\ 5 1 ! - - 1 ` ` ♦ ` \ ♦ ` \ \ \ \ \ rrr . _ F ' r r y / r r f E / / / / / t \ \ 1 X / _ l 1 r ' ` \ \ \ \ \ \ \ \ \ - _ _ _• `N� r E / / / / r r /~ 1 r /' 1 / / // / / / / / / / / / '\,F ( t 'JCc� 82.49 '/ / rr 1h/ /' // / / .'+ _ _�,Iti-� / .Ill; \ t /"� ��\ 1'�C1A�`a..��`i U �.i-t��LJ/�\ ��` 1/' "� �\ \lt�f�` ..._ `_ r/ '' ///' .. - /' /' / +--' /' / / //// �// //// /// /////// - J ;� `� '"� \\\\�\ ,� � �,,, �-.,• �- / / � - _ \ ,. ` . ♦ � � III IF � ' .. , r / / / .�\,� r / / / / , / / . r ` '� � \ \ \ \ / / / / \ r r / / / Q /// / /( 1! �0 //r -- \` _ �30 / I/ / ~\ \ `\ \`♦ `\ \ ♦ ♦ .. `t ` \\\ \`........- _ \ ' -•-.�/ rrr / r' rr' / / rr � r/r r / // / / / / /� ;i i / wi �►`�0\\\\\ I/ X \ / y X82.72 , // /' _ r E 8` \ ` � / / ! /r ♦ \ \ \ \ ` � ♦ ` \ �- ` �•_._ / ♦/ r r r'r / ' r r r' �I/ r r r / / I 1/40 / / �// / / I ` - `� r/ / `�Q: � \ \ \ \`� �I � \ / / / / _ `Ill' ! � `N �" _ / ! ♦ \ \ \ � ` \ \ � - - ` .• .. r r r r / .1� / / ♦ � / , � / / + � ` \ ! ( ..•--- ^` \ \ ` \ \ ♦ ` ` � - \ `` ♦ ` \ \ \ _ / r rrr r ' r / ' r ' r + „ r / r r .. � r r' iill' / / / ' / / I l / GR � ' J \ \ \ � � � I _- // ` `\ \ ` 1 / / / / r' --- __ ` - i ) / / / �` �` \ / / 1 1 .� \ \ \ \ ` \ \ ♦ \� 9t"\ \ `�-#t.•--- _ ` - _rrr _-- rgEr r r r' / +' r ,i� r kei//' r / / / /, t\ / / _ r X81.60 ,' / / � / / , ' ' _ `II l ' � � / E #F "1 ! / / / + � � ` � ` ♦ ` _ / / ' / ) Jr ' r r +r \ \ ♦ \ \ \ \ \ ` ♦ \ \ \ ` � \ \ \ \ \ \ \ %! 7 F - _ �• ` \ C � i� .� _ .. - 9C / .i- r ' .. r r �/ r ' 8o Jp r ' / ' r / ' / r ' / / ' / ' ' /.�- -- _-•-- •"" - ._ - _- � � ^_ .� --- .-� / 1 2 � / / / , '� I / ! / / _ ` \ , / / 1 ♦ \\ ♦ ♦ \ ♦ \ \ \ `C� \ -__ �� `� �'% rr'r r'rrr'r / /'r r r ' rr / r' /' // rr ' /' r'/ 8 - `- `•' r E r' r / / r r r' r ' �' r' rr /' r/ ///// r'� _ / / / / /� \ - 1 ' / / /'•+. \ �� `-r/ / / / / \ \ �. -•`�` -` \ \ ` `\ � ` 'I$i_ -� ` - - rrr rr / r+ rr rrr r r' / ' r' / /'/// + r' _ _ �r �. .�... ( ) / / / // � \ y' ) / I \ `� /' / / I 1 \\ \\ `_� `' `\`\`\ ♦ \�\ `\`QI F:�__ \\ ` � �y •�_ `.�\".r r'r 'r // r' .�' r / ' r' r'r' / ////�// 1 1 ! // )/ / rQO /r- I;REP �,11 -, N•it'�1/� / / / / `` \ �r / /, ' I `+-`` \`\\\\ \ \ \` - `- �,- \1�j�`L�^- ` F "�90 ''rrr''' + + rr' 'r' /rr rr'r''r / r /// // / X82.15 _I / / f\\ `��\ \'�/ / ' 1 \ ,'�-;\`\`` ``\ \ \ \ �` ,•```� ."`"'-�. �- ' / r r rrr / r' rrrr+'rr' / r'r'//' 1 1 J / / / / ✓ p�No // // / / / l `-- \ // / / �$� \ \\ \\` ` -� \ \ � •- �`` � _ .�_ �` �/ •• rrrr / rr rr' rr / rrrr r �/ �_ �_ -- -- `� �- '-- / V r'-`� `�../ / _ -� -- / / / / X \ ` - \ .. - - r r .• / r + r r/ '' �- ` -^ X82.43 X82.31 � - - - r r / r r r r / r r r r ` r �• ' r r r r r r ' r r \ -_ I 1 ' / / / r/ // / , / / \ ` `� �\ � ♦ •- `� \ •- -1 -.� _ _ _-.. t � ► I t ( / ' / - r' � /' / r'/ \ X ` `�`` `� \ `1- ` \ `_ -�• �`'t ._� .•� -•-r / r +rr r' / r ' �rri/ / / 1 I 1 / / �`•' r' / / / 1 ..• �. \` ��`` `� `� `` - -- ----- - - - -- X �-`` `` \. - `~- - -- ---- ++/rr �-` X82.81 --- X79.88 X76.20 1 X78.76 \ \ �{ r"�� r X82.58 i•T•j X80.31 \ V J '// rrr_/ ) 1 / / / ♦\ /w l X82.50 rT� X77.03 X75.23 •X82.50 X77.57 X78.68 ' \ X83.16 I 1 \ 1 rr \ 1 1 I I \ \\ \1 X76.74 e 1 1 � `♦ \ t 1 � \ 1 1 \ ` \ \ / / X76.98 MAP REFERENCES: ) NOTES: 5 X80.82 \\ \ 8.75 \ 7t'$ \ \ 1. "PHASE II JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN AVENUE AND RYE STREET SOU_Td. WWD60R` r Igo 1. AREA OF PRO ERTY X74 �41,638t S.F. \ \ ` \ /} ` \ \ CONNECTICUT SCALE 1" = 100' JANUARY 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYAG •412 WEST 10 557t AC. Xsz.9s \\ X6&73- - \`` \ ` \ \ \ AVON ROAD AVON, CONNECTICUT". X _ - _ 2. PROPERTY IS OCATED IN THE INDUSTRIAL (1) ZONE. ` \ \ 70. _ \ \ 3. HORIZONTAL C ATUM IS NAD 83 � X7N \ \ 2. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 ` VERTICAL D TUM IS NAND 88 8 r Xs3'4a GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER `\ ` 4. THE FLOOD PIAIN ELEVATION AS DEPICTE[)\ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E`TOWN OF SOUTH WINDSOR, CONNECTICUT, 1 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED - HARTFORD UNTY IS ELEVATION 32.0' BAD ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD�88 IS-0.80'. ELEVATION 32.00' (NGVD 29) - 0.80' = 31.20' (NAND 88). \ THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". X77.o3 \ \ ` _ _ _ _ _ + \ \ \ \ ` ' ` - ' \ r \ \ 3. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 \ ` X S.za 5. TOPOGRAPHY NFORMATION DEPICTED HEREON IS LASED ON AERIAL PHOTOGRAPHY OBTAINED ON 2/28/06 & 4/28/0� -AS COMPLETED BY GOLDEN AERIAL SURVEYS. \ \ \ ` \ / \ GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER \ ♦ -------- \ / \ ` \ 6. EXISTING SPO GRADES OBTAINED BY CONVENTIONAL\IELD SURVEY ON 9/5/06 BY DESIGN PROFESSIONALS, INC. \ 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED ` - \ _ - - \ ` / \ \ ♦ \ ` \ ` _ - - - - - - _ ` ` ` • \ \� \ ' ` X75.1a - --TLjROUGH 6/25/91 JUNE 13, 1991 LETTER ADDED". \ \ 7. LIMITS OF INLAND WETLANDS DEPICTED HEREON WERE DELINEATED BY GZA AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. \ \ __ irate-- -fir \ `�♦ \ ` - \ \ ` ` " _ IF .\ \ \ ` \ \\ ♦ \ 8. UNDERGROUN UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SOPPQED BY THE RESPECTIVE UTILITY COMPANIES OR \ \ ` \ ` ♦ ` ` \ ` ` rn\/CDn1ur TA1 ArCKIrICC CDM/ DADnI TCCTIAA/1KIY AK1f1 MOW nTwf:D CnIIRrGC TI-IF¢F I nrATInNC KAI IST RIP' cnNR10FRFD As APPROXIMATF IN NATURF__ 'ADDITIONALLY_ OTHER SUCH FEATURES MAY EXIST ON THE ATE. \ - ` \ \ ` \ �6 \ `� ` `4 \ \ \� Pg2A \ \ SURVEY NOTES: X76.24 THE EXISTE CE OF WHICH ARE UNKNOWN TO DESIGN P�FESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMLNED AND VERIFIED BY THE APPROPRIATE AUTHORITIES \ - PRIOR TO ONSTRUCTION. CALL BEFORE YOU DIG 1-800 N22-4455. ` \ /` ♦ \ ` _ - - - ��{ 9 - \ \ \ 1 �P� \ \ I HEREBY CERTIFY TO ALDI INC (CONNECTICUT), TO LAWERS TITLE-1 SURANCE CORPORATION, AND TO CULBRO/SHEPARD ASSOCIATS. 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ` X X78.56 \ X79.29 \ \ - - \ X81.21 \ _ \ OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE �•S,y \\ OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. \\ \ \ \ \ \ \X75.75 ♦TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF \\ \ _ - - _. ♦ \ / ) / 1 \ \ ♦ \ \ 1 - - - - \ IMPROVEMENTS RELATIVE TO PROPERTY LINES. \\ _ \ \ ` \ ` X82.02 r - - - r 1 1 I ( ( t \ \ \ - -' \ ` - \ ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCES #2 & 3. \ ` \ ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS.,,---'�_---�;, MATCH LINE SHEET � ` O II II Z m m 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 CONSTRUCTION. 2 4/4/07 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE PER APPROVAL REQUIREMENTS MHA PER TOWN COMMENTS CJC DESCRIPTION BY TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CE R. GEISSLER, JR. 12327 LIC. No. GRAPHIC SCALE 40 0 20 40 80 (IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 •8757 `�OPOO C�MAPme PL�ab 4mig� n " �lmmws DESIGN. ORA wN MHA CHECKED.• LRG civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 2282 DATE.• 9/26/06 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: lobs-survey/2282/2282_tOpO.� PREPARED FOR; SHEET ALDI DISTRIBUTION FACILITY IS5 �•)S IIII 'Z 1 SOUTH WU`NDSO t CONNECTICUT S7 i �.� _. / - 1 \ /r -�` -\ ` \ ♦ \ .\ ♦ ♦ ♦ \ \ \ \��r�N. �`__ -__ �p_r'•r '' / -`-_r' /' r-'/'' /� r r/ 1 �1�// ',/' all ! ► MATCH LINE SHENT S7 - - - - - - - N. / \ \ \ \ ♦ \ \ \ ♦ ♦ '\ \ ♦ \ ` + + _ - ' - - - ' .rC 'rii / ' ��� ♦ \ \ + , 1 5 - / \� ,� / / / , ,' / / / /' ,' -_ ,d�.16 1 91 / !" ��` `� `� / / 1 1 ' `\\ �\�♦ ` `\ �\ \ \ \ ` 1 \ F1�_ •---r r � --- t. - �-'�� ' r +ter N�/a"'� W'r•/� '/ /, / , i 1 \ \ \ 4w ' it'vg 01 / / / / ,' / / ' /' rF ,`� �`, / ' 1 ' I �' -' \ \\ \`♦ \\ \N. \ ♦` \`\\ N.\ N. ♦ \ 'r 'r / r i r / / _ 1 \ / I� ` N. FLOOD PLAIN LINE " - + #\ + `�= ' / ' ' • / ! BOO , RF.('' �y 1'IFL` N. \ ELEV=31.20 1/'ORES DWI' / /' / ' \ `� l \ /~t_\\`\�\�♦`\\`, ` \ �\ 1 / / / / 1 r / / ' JUP�,!>, - / / ♦ �•� ` / / $:� \ \ \ \ ter' N. `� ♦ r / , X \ \ \` \ \\` +�r' X82.31 ``� r/ ,' ` \ �"`" - - .- _ - - - - N. \kh I ! \ \ 1 \ / 1g610 , / , 1 ! !/ ! / l ! ! / / ! /- -•ter / "/ r \ �6• �� N.N. \ �--++ _.-.._--_ _' - r-'- �• _r'��'r' r' '� `� - = -irrr _ X79.88 \ al► 1 V I ' F � i I I / ' - i i i / / / / / / / I ! 1 i I / ' -��.� �' 1 _ .- .- - - _ _ _ r � .k •' \ ,+"\ / .N �• �' /' , / ,. / / ! / / � I t + / ' `/ \ � "` _-_- ter,-.- ___... �/ \ - , . X76.20,4REA L r, X7a.7s o 1,`uf + i ! � � � I 1 � ,' ,' .' /� ter' ,' !! \ \ \ \ 1 I 1 / ,' / , / , / / / / / /' f )(1 .50 \ o5.w 1 / ! O ♦ 1 I t I / X�t.20 / / ' / / / / / ' , ' / / \ / / � ► \\\ I I -I/ ! �rj(;'�T,/ /" + { 1`I / / , / / ! / , / / , �r �-.- /' � / � \\ �g� X77.03 \ \ I I Q5 W � / f" ��/ X,44)78 X75.23 \ ! 013 !! 41 10 3 / /N. ' 1 x/ / / I 1 1 ' ` ; ` 1 I / 2• I �5 \ 1 1 X77.57 X78.68 J 'S?Opit X76.74 I 1 -1 1� 1 /' !'t\\\ , { t ` ♦ N. X76.98 7\ \ N. N. 8.76 \ 71.78 \I ` N. ` `` - _ - / �a1 x \1 \ ►, { 1 , 1 1 \ \ \ `\ \\ `\ N. \ ` N. NN. . X78.24 W N. `��\'`` N. ♦ \ N. - $..-- `I - \``\ X75.18 +�` \` W ``- - -- _ ♦ \ \ ` ` \ \ ` \ ` ` ` \ ` - - yE \ \ 1�4 \ ` ►RED `\ X76.24 . N. N. \tff 1p• \ \ U `- - - _ \ \ N. `\ X76.78 X76.22 X77.41 \ N. G _ _ + i N/F - - ------------ ` \ \ \ \ \ \ Y, 5 - ' - X76.40 STATE OF CONNECTICUT \ \fig. (VOL 625 PG. 469) - - - - - - _ ` \ \ \ \ ` •- 70X74.85 \ \ \ ♦ ` \ ` _ - _ \ \ . r - `\ / / - - - _ X72.09 \ . r - - - - - - ` N. \ ♦ N.- - - - _ \ \ ♦ • I Ey,75\ 7bE-..-X69.83 ro• s Y.� '310.00i //!I W�Ft ! ! �l -� , T { � r 60 N. / ! / N. NOTES: 1. AREA OF PROPERTY = 4,641,638f S.F. 106.557t AC. 2. PROPERTY IS LOCATED IN THE INDUSTRIAL (1) ZONE. 3. HORIZONTAL DATUM IS NAD 83 VERTICAL DATUM IS NAVD 88 4. THE FLOOD PLAIN ELEVATION AS DEPICTED ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY IS ELEVATION 32.0' BASED ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD 88 IS-0.80'. ELEVATION 32.00' (NGVD 29) - 0.80' = 31.20' (NAVD 88). I 1 5. TOPOGRAPHY INFORMATION DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY OBTAINED ON 2/28/06 & 4/28/06 AS COMPLETED BY GOLDEN AERIAL SURVEYS. 6. EXISTING SPOT GRADES OBTAINED BY CONVENTIONAL FIELD SURVEY ON 9/5/06 BY DESIGN PROFESSIONALS, INC. 7. LIMITS OF INLAND WETLANDS DEPICTED HEREON WERE DELINEATED BY GZA AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. MAP REFERENCES: 1. "PHASE II JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN AVENUE AND RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1" = 100' JANUARY 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT". 2. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". 3. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". z _< x 11 a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/4/07 PER APPROVAL REQUIREMENTS MHA CONSTRUCTION. 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY SURVEY NOTES: I HEREBY CERTIFY TO ALDI INC (CONNECTICUT), TO LAWERS TITLE INSURANCE CORPORATION, AND TO CULBRO/SHEPARD ASSOCIATS. 1. 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, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY LINES. ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCES #2 & 3. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 ° tee . LAWRENCE R. GEISSLER, JR. / 12327 LIC. No. GRAPHIC SCALE 40 0 20 40 so c IN FEET > 1 inch = 40 it. Tel. 860.291 • 8755 Fax 860 291 • 8757esign TOPOU11UPma -PLAN r� orals DESIGN. DRAW-MIACHECKED:LK(i' civil engineers a planners • surveyors landscape architects • gis • gps d0/3 NO.: 2282 1DATE.• 9126106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut C160741 DRAWING NO.: iObs-survevI2282/2282_tOpo. PREPARED FOR: ALDI DISTRIBUTION FACILITY k}VZ9 MRM, aLM=il cCONMICTICUT i i SHEET rimw *009J X: S'7 NOTES: / 1, AREA OF PROPERTY = 4;641;638f S,F, 106.557f AC. 2. PROPERTY IS LOCATED IN THE INDUSTRIAL (1) ZONE.-�- 3. HORIZONTAL DATUM IS NAD 83 VERTICAL DATUM IS NAVD 88 4. THE FLOOD PLAIN ELEVATION AS DEPICTED ON FIRM PANEL NUMBER 1 OF 13, MAP NUMBER 0900360001E TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY IS ELEVATION 32.0' BASED ON NGVD 29. THE DIFFERENCE BETWEEN NGVD 29 AND NAVD 88 IS-0.80'. ELEVATION 32.00' (NGVD 29) - 0.80' = 31.20' (NAVD 88). 5. TOPOGRAPHY INFORMATION DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY OBTAINED ON 2/28/06 & 4/28/06 AS COMPLETED BY GOLDEN AERIAL SURVEYS. -' a ' X •` X _ ` ^ ; ^ r 1 6. EXISTING SPOT GRADES OBTAINED BY CONVENTIONAL FIELD SURVEY ON 9/5/06 BY DESIGN PROFESSIONALS, INC. ' \1.2 - _ - - - - _ - 7. LIMITS OF INLAND WETLANDS DEPICTED HEREON WERE DELINEATED BY GZA AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. / / / / X ' _ J ' / / \ ------- 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR / , - // // / - \♦ \ ^� - ' ' - - _ _ \ \/ / GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY E 0 THE SITE, ,' / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIAT A ORITIES / PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. / /� / / X \ \ � - - - - - -- SURVEY NOTES: . I HEREBY CERTIFY TO ALDI INC (CONNECTICUT), TO LAWERS TITLE INSURANCE CORPORATION, AND TO CULBRO/SHEPARD ASSOCIATS. / - _- ' - , • ' / r -- ' ' /t \, \, /► \ \ - " _ - - - - - 1. 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, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY LINES. I ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCES #2 & 3. tll ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. t oy- ENE \`' So i 1 /, / !► \ 1 /� \ / / / / / \ \ 1 6 ♦ ' / / '' ',' `' MAP REFERENCES: 1 t / 1. "PHASE 11 JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN AVENUE AND RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1" = 100' JANUARY 1987 ZONE I PREPARED BY LUZZI ENGINEERING & SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT". 2. "SCALE LAYOUT PLAN 1 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 1 -' I /' I / , -' ,' ' // _ " ` / ` t t / ► GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED 1 \\ // ► / // , 1 .' / ,' / , , , / / // / / THROUGH " 6/25/91 JUNE 13, 1991 LETTER ADDED". N� / a�It / r f r / / 3. "SCALE LAYOUT PLAN 2 SHEPARD / CULBRO BUSINESS CENTER PREPARED FOR CULBRO LAND RESOURCES, INC. 8 It , - — — — - s // / / ► / , - / ,' / ,' , , f / / GRIFFIN RD. NORTH WINDSOR, CT TEL. # 688-7501 RYE STREET SOUTH WINDSOR SCALE: 1 IN. = 100 FT. OCTOBER \ ALDI, Inc. (CONNECTICUT) \ I J 1 / ' ' -' + (VOL 1894 PG. 67) ,/ ' t i t / / / / / 24, 1988 ED LALLY AND ASSOCIATES (23) 688-2413 123 PROSPECT HILL ROAD WINDSOR, CONN. 06095" REVISED (VOL. 1894 PG. 71) r / I I i ++ / THROUGH 6/25/91 JUNE 13, 1991 LETTER ADDED". ?,I© fit 1 ! N/F � SOUTH NANDSOR LAND CONSERVATION TRUST \ \\\ \ ,' 1 ,' �/ ' ,• `\- - - - - -- /� itI , s (VOL 282 PC. 11) 41, Air r - - / ---- I \ \ Ur005 ^ `\ `\ ►'- RQv�O tt \` +\` \ \\♦ \ �' - ,'--',// //- ) // / / // `�\� \ `\ �` �` \ ; S�Y-_/' X ► 1 1 / l ! 1 1 G422! 1 I 1 GL3`Z / _�• +`\�+ \ \♦ \ \ ♦ \ \ \ \` 3r7 \ +` •\ \ \ �\ \ � / , \ � \ \\ 1 I / / f W�, / / �/ WIC - / / / -- � + _ ' •\ W�4 �� 1'' / `\ �` `\ \\\\ ; \\ \\\\ \` ___+`�`` ` 1 /i N'MARIE CRUMBIE \ \ / \ \ 1 / {� / f (VOL 1672 PG. 6) + ► ► 1 W t, MATCI-I'LINE, ET 6 , IX i - - - 1 - -- , ' -- ` Tel. 860.291 • 8755 PREPARED FOR: SHEET 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE Fax 860 291 8757 CTOPOOMP ma PLAN N INFORMATION. ALL EXISTING UTILITIES SHOULD ALDI DISTRIBUTION FACILITY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4I 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �1IftelhIR ��* S 7 BY A LICENSED LAND SURVEYOR PRIOR TO E civil engineers •planners •surveyors DESIGN. DRAWN MHA CHECKED. LRG 295 R Y•IE STREET CONSTRUCTION. 2 4/4/07 PER APPROVAL REQUIREMENTS MHA 1 2/2/07 PER TOWN COMMENTS S I% 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NTS CJC i/LC��i -12327 1 inch = 40 ft. landscape architects • gis • gps JOB NO.: 2282 DATE.• 9126106 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: obs—surve 2282 2282 tO O.O/W °�®�����°�®�®����� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY ER'S 1 1RD PROPOSED 1 STORY DISTRIBUTION FACILITY C. MATCH LINE SHEET P3 HEAVY DUTY CONCRETE PAVEMENT 213' 0 6 0 (7) PIPE BOLLARDS N w w a W � Z U U 82as �`�S• ONCRETE CURI TO BE REMOVED 5' CONCRETE SIDEWAL — � 3.00 —0 0 I Co— — — ;n— — — P .. O10 P.1 STORYTRUCKO 4 I PR NG pV� DISPATCH BUILDINPn• 0 x Y ad N � Q 53.00' O, f� RE CUR -AA4 SNET#2010 fi 80.00 Z 74.0 S ND NGE UTILITY fi 80.00 73.00 w23 R T pNK 415- w!` ( T1Y:79� #Z3 wIF # pNo FCv\�w PREP S* 0I,,X N�\GNC F 9 wIF #Z� wIF25 - • w IF #Z6 � PROPOSED EARTH REINFORCED MODULAR RETAINING WALL (SEE DETgtL SHT T8) 88.82 "W ►N74 50'20'W t-� N STATE OF CONNECTICUT (VOL, 625 PG. 469) o { x It Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 a/2a/o7 3 4/4/07 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 — 3/29/07 1 2/2/07 \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE PIPE MATCH LINE SHEET P1 FOR PROPOSED IMPROVEMENTS TO RYE ST. SEE OFF -SITE ROAD IMPROVEMENT PLAN GOOSt- o�� N�,pV Mom'( -FF TRUCK ROUTE RIGHT TURN ONLY SIGNAGE ss. O y�P -FF TRUCK RIGHT TURN ONLY 1p SIGNAGE ZO' R97' G• G /Oiloll0��. P / 5 / LP -AA �l. / / SN 9 V VAN ACCESSIBLE HANDICAP / �/ PARKING SPACE WITH SIGN ----- ��" __ __ _ __ 1 GRAVEL D A. 10. i `V ABANDON EXISTIN UTILITY POLES AND S E / LP -AA C� ELEC. y F/ / / / E 1717 20.00' ET #2 S / PROP. PUMP BUILDING / / P PO � t X / / ET #1716 10' S.Y. 77 -wa GPRPG� 5F10 / SNET #1715 N �wP�L NICOLE K. do RNEST J. REICHLE (VOL 86 PG. 159) r REVISIONS PER APPROVAL COMMENTS PER APPROVAL COMMENTS PER TOWN COMMENTS PER TOWN COMMENTS DESCRIPTION GBS CJI: CJC CJC 8Y . e #17}: rum l3VUINUHRI AIV1MJ 1,jrVGRAPniC ^iERiiFivATivNC+ SEE Cu — R -- AND -- - I / SN 1721 / NOTES: 1. IRON PINS SHALL BE INSTALLED AT ALL PROPERTY CORNERS WHERE PINS ARE MISSING. 2. SEE ARCHITECTURAL PLANS FOR DESIGN OF CONCRETE PADS AND STAIRS AT EXIT DOOR LOCATIONS. MATCH LINE SFJJtXP1 , /TRANS / PARKI SIGN / IF FREE STANDING ENTRANCE GROUND SIGN (24 S.F.) /�- BY OWNER / / / / #1723 Tel. 860.291 • 8755 GRAPHIC SCALE � Fax 860.291.8757 30 BYE PLOT PLAN M 40 0 20 40 8D esign ll'Lti ll''L5(n1lN ( IN FEET DESIGN.• GBS DRA wlv.• GBS CHECKED.• GBS civil engineers - planners • surveyors i inch = 40 ft. landscape architects • gis • gps JOB Iva: 2282 DATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: job S1228212282_P1—P5.dwq / SNET #1722 / W/LIGHT N START CONCRETE PAVEMENT 5' FROM EDGE OF RYE STREET, ASPALT PAVEMENT TO RYEHSTREET PAVEMENTT SECTION. APPLICANT, AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEi 704-365-3160 LAND OWNERi ALDI, Inc. (CONNECTICUT) 828 SULLIVAN AVE, P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL. 1894 PG. 67 VOL, 1894 PG. 71 PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY P2 �1 /N d ♦Tl\ R 9i'TO .fY PCl4Z'R� i75 STO PfT9 SOUTH WUMSOR9 cOm,3cTRcUT //X P 7, WIF �' "" UP�PNo RE�\EW''R�P w1F �e wIF �Z WIF #F�y wIF �F9 WIF i�$ EX\s�MENt , n+a ANNE McGRN/ATH DORAN (VOL 64 PG. 247) S67.4447"E s HeNmrepTeRki LG ca,�_ WIF INCLUDING 1 VAN —ACCESSIBLE *If �6 PAVEMENT MARKINGS ('fYP.) SPACE WITH SIGNS 1V S.Y (TO MATCH HANDICAP WIFF5 n STRIPPING) N k LIGHT DUTY CONCRETE PAVEMENT toLP— CONCR SIDEWALK n 3 RHO, 4 PIPE WIF 56.00 f BIkLARDS WIF #f1a WIF #F2 i w� PROPOSED I �°° LP -CC LP -cc FZz STORY OFFI TYPE I WIF # RAMP }� td O 0 V 6 +� M FF 8 .00 2 2 1F i. m M N N 9 64' 64' WI 10' 1Q' 0 �(2) PIPE N 24' END CONCRETE CURB BOLLARDS `qTAPER I O RO D FIVA MATCH —I O _ --_ ��� — — ------ C� — —— ------ -- 4 — — \ N o \(2) PIPE N (2)LARD// ASPHALT LIGHT DUTY - - / CONCRETE SIDEW — ���.../// 80LLARDS PAVEMENT CONCRETE N PAVEMENT — J � .._- J 13' �' � r • 1 27.92' rT� 5. LIGHT DUTY CONCRETE PAVEMENT o 0 M so > M 110'i V J 569.08' y y5 o E rl 5 ' WIDE N IV LONG CONCRETE CUR s. H O 5x GRADE 5'I PROPOSED 1 W W steps D Sh 24' STORY DRIVERS W 1NS� 10 GRPoE PAD o RESTROOM "FF 1-�-� (TYP.) 81.50 r 1 LIGHT DUTY V W CONCRETE (2) PIPE w PAVEMENT h BOLLARDS D 14.00' ONCRETE CUR F--i U �1 10' GRAVEL- ACCESS 5 ' WIDE 38' LONG RAMP O 5x GRADE PIPE ADS f I f I f FT_.II---5 . _. WIDE 'V LONG RAMP 24' �� ! + O 5% GRADE 6w MATCH DINE SHEET I o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 3"v5.58' 5 ' WIDE 40' LONG RAMP O 5X GRADE NOTES: D 1. IRON PINS SHALL BE INSTALLED AT ALL PROPERTY CORNERS WHERE PINS ARE MISSING. 2. SEE ARCHITECTURAL PLANS FOR DESIGN OF CONCRETE PADS AND STAIRS AT EXIT DOOR LOCATIONS. 3 1 4/4/07 2 3/9/07 1 2/2/07 NO. DATE REVISIONS PER APPROVAL COMMENTS PER TOVM COMMENTS PER TOWN COMMENTS DESCRIPTION FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS 131-132 AND S1—S7. PROPOSED I STORY DISTRIBUTION FACILITY APPLICANT, AM KING CONSTRUCTI❑N CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEX 704-365-3160 LAND OWNERo ALDI, Inc. (C❑NNECTICUT) 828 SULLIVAN AVE. P.O. BOX 699 SOUTH WINDSOR, CT 06074 VEIL, 1894 PG, 67 VEIL. 1894 PG. 71 :.. \S ' BOLLARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LP —AA 4 TOTAL TY'E 2 RAMP FF 82.20 PROPOSEDI STORY GUARD HOUSE 1n 32' � Q 2,� IP—BB �_ RSp• MATCH LINE SHEET P4 MATCH LINE SHEET P2 Tel. 860.291. 8755 PREPARED FOR: SHEET Fax 860.291.8757 GRAPHIC SCALE �D�L� fQ�' PLAN gn ALDI DISTRIBUTION FACILITY 4Q 0 20 4Q 80 P 3 wuam-118 nr,+,�u_ /%�C r%, A /I,A,. /"10C /+L/C/•I/CA. i�I '`1% Q� �. dill \y T9 \\�� ITS IiV IN FEET civil engineers • planners surveyors L.II : �o� L"I ry/V. V�� VLJ d7, y ISO IL Ll.�4 V IL J1 1 inch = 40 ft. landscape architects • gis • gps 1,108 NO.: 2282 DATE.• 11122106 Y 7, 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 060741 DRAWING NO.: iobs/2282/2282_Pi-P5. dW17 SOUTH WMD8(D?,y (:®N ' ICTICUT PRIVATE SITE PAVEMENT DETAILS FINAL PAVEMENT SECTIONS TO BE APPROVED CS T I f IE GEU I ECI INICAL EINUINEER 15' CONCRETE CURB 5' 4000 PSI CONCRETE 4' AGGREGATE FOR BASE COURSE PREPARED SUBGRADE DESIGN TYPICAL LIGHT DUTY CONCRETE PAVEMENT DETAIL NOT TO SCALE 11 t'-1-1/2' BITUMIN❑US CONCRETE CLASS 2 '-4' BITUMIN❑US CONCRETE CLASS 1 8'AGGREGATE FOR BASE COURSE PREPARED SUBGRADE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE 15' CONCRETE CURB �-9' 4000 PSI CONCRETE 12'AGGREGATE BASE (CT DOT FORM 816 M,05,01) BX 1100 GE❑GRID PREPARED SUBGRADE TYPICAL HEAVY DUTY CONCRETE PAVEMENT DETAIL NOT TO SCALE 1 Q'-01, IMPACTED GRAVEL IG CT DOT 16 GRADATION kCTED SUB -GRADE w,,-WOVEN GEOTEXTILE- 7O BE INSTALLED WHERE GRAVEL ACCESS DRIVE TYPICAL GRAVEL ACCESS DRIVE SUBGRADE IS CLAY NOT TO SCALE 4000 PSI CONCRETE 4" TOPSOIL J �0� 15 " m Q o J p -�{ 6" Min °O° 8 �6"PROCESSED STONE on RncT7 rnI IRCF Off �' � PACE R�P� j °0 6" GRAVEL pLL Q p O �GO��p�E o o SUBBASE Q�F- F(,D i� o 00 O �ro6 0 CONCRETE CURB DETAIL NOT TO SCALE NOTE: USE PROCESS GRAVEL UNDER CURB BUILDING WALL-1 3/4" EXPANSION JOINT AND FILLER, INSTALL FOR FULL DEPTH OF CONCRETE INSTALL ALONG AND AROUND ALL FIXED OBJECTS INCLUDING THE BUILDING, STRUCTURES, CASTINGS AND MANHOLES. EXTEND ISOLATION JOINTS THROUGH CURB AND GUTTER. SEE EXPANSION JOINT SEALANT DETAIL, THIS SHT.-\ CONCRETE PAVEMENT --EL PIPE W/ CONCRETE ED W/ ONE COAT RED OXIDE WO FINISH COATS (COLOR PER OWNER). MN •E BASE EXISTI PIPE BOLLARD NOT TO SCALE 0 4" WHI i Cj PAINT o v PAVING 20'-0" EDGE OF PAVING OR CURB LINE TE LINE TYPICAL ON -GRADE PARKING SPACE N.T.S. - ADA VAN ACCESSIBLE ADA ACCESSIBLE 'A' SIGN 'A'-ADA PARKING SIGN L SIGN SIGN 'C'-HANDICAP LOADING ZONE SIGN n ADA PARKING SIGN '6' L� ALUMINUM PANEL SIGN SIGNAGE MODEL DA-3 AS MANUFACTURED FINISHED GRADE BY TAPCO OR a APPROVED EQUAL 2" U CHANNEL POST 12"x6> COLOR: BLACK I 'VAN ACCESSIBL ADA SIGNAGE z MODEL DA-24 2 1/2" EXPANSION JOINT AS MANUFACTURED in FFCONCRETE WALK OR PAVEMENT BY TAPCO OR APPROVED EQUAL NOTE: o -00 12" SQ. CONCRETE FOR SIGNAGE M FOUNDATION SEE DETAIL 11 o n X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE K 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 3/9/07 PER TOWN COMMENTS CJC CONSTRUCTION. 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \\ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY COMPACTED SUBGRADE ACCESSIBLE SIGN POSTS N.T.S. TRENCH WIDTH — VARIES — SEE TYPICAL TRENCH SECTION SECTION a D°. D a V 10 v EXPANSION JOINT NOT TO SCALE NOTES: PROVIDE EXPANSION JOINTS AT INTERSECTION OF ALL STRUCTURES, FIXED OBJECTS AND COLD JOINTS. EXPANSION JOINT FILLER STRIPS, ASTM 1751 ASPHALT - SATURATED CELLULOS FIBER. CUT AND SEAL JOINT WITH TACK COAT M 04.01 2" (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M.04 3" (COMPACTED) PROCESSED TRAPROCK SASE.- M.05.01 6" (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 916, AS AMENDED 3. IF THERE IS EVIDENCE OF SETTLEMENT OR UNDERMINING AT EDGE OF TRENCH, THE CONTRACTOR SHALL CUT BACK BASE AND SUBBASE AS NEEDED AND REPLACE AND RECOMPACT BASE AND SUBBASE PRIOR TO PAVING (RYE STREET) NOT TO SCALE TEMPORARY PAVEMENT PATCHING DETAIL 8'-o'AISLE VAN ACCESSIBLE 16'-0" WIDTH TOTAL 8'-0' 8'-0" AISLE HANDICAP PARKING PARKING SYMBOL SPACE 4" WIDE PAINTED LINE (TYP.) 1A'-O MIN- 4. 1WDE PAINTED LINES 0 18" O.C. 45•ANG. PRECAST CONCRETE WHEEL STOP EDGE OF CURB HANDICAPPED SIGN 'A' Qc 'S' CENTER ON SPACE CONCRETE WALK \I I/ VAN ACCESSIBLE PARKING STALL S--O'AISLE HANDICAP ACCESSIBLE 15'-0" TOTAL WIDTH HANDICAP r•�•'•��•o SYMBOL � AISLE ACCESSIBLE PARKING SPACE �� 4" WIDE PAINTED LINE (TYP.) 18'-O" MIN. 9/// 4' WIDE PAINTED LINES 0 18' O.C. 45ANG. PRECAST CONCRETE WHEEL STOP EDGE OF CURB HANDICAPPED SIGN TYPE 'A' REFERENCE CENTER ON SPACE CONCRETE WALK \I I/ HANDICAP ACCESSIBLE PARKING STALL GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOUTH WINDSOR PUBLIC IMPROVMENT SPECIFICATIONS, AND THE CT DOT STANDARD. SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 816 OR LATEST REVISION. 0.45" 2, SHOULD A CONFLICT ARISE BETWEEN THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT �-I f-0.20" SPECIFICATIONS, AND THESE DRAWINGS, THE MOST STRINGENT REQUIREMENT AS DETERMINED BY NOTED: E nnr.l 1n Inn III 1 f r1A1TAf^T TUC TCC^T( Al THE DESIGN ENGINEER, SHALL BE ENFORCED, ❑KI.ED, THE L.uly I RAC I uR "�rTr1l� wry 1 h� 1 1 n� LLJ1U1 I ELEVATION 1. DETECTABLE WARNINGS AT CURB RAMP SHALL ENGINEER FOR A DECISION BEFORE PROCEEDING WITH ANY WORK WHICH MAY BE IN MEET ADAAG GUIDELINES TO DETECT BOUNDARY QUESTION. ALLOWABLE RANGE: i• ,e; ;; BETWEEN SIDEWALK AND THE STREET. TRUNCATED 0.90"-1.40"(BASE) DOMES ARE THE ONLY DETECTABLE WARNINGS 3, IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK \J 0.45"-0.70"(TOP) ALLOWED BY ADAAG (4.29.2). WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE 2. METHOD OF ON -Slit FABRICATION TO BE CONTRACTOR OF HTC RESPIINSTBTI-_TTY TO PERFORM SUCH WORK. ' l� PLAN VIEW APPROVED BY OWNER'S REPRESENTATIVE. 3. WHERE ISLANDS OR MEDIANS ARE LESS THAN 48" 4, THE CONTRACTOR SHALL NOTE THAT IN CASE OF DISCREPANCY BETWEEN THE SCALED AND TRUNCATED DC)ME—ENLARGEMENT WIDE, DETACTABLE WARNING SHOULD EXTEND THE FIGURED DIMENSIONS SHOWN ON THESE DRAWINGS, THE FIGURED DIMENSIONS SHALL GOVERN, FULL LENGTH OF THE CUT THROUGH ISLAND OR •tg ;:a;:°�:�'�:•� MEDIAN. 5, EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORDS AND A FIELD RUN a °� t 4, (:nnRDINATF WITH I n('AI RUII DING_ nFFICIAI S FOR cl10�/C V TuE rnMTRACTnp RNLI I TFCT PTT TN THF' AREA f1F KNf1WN UTTI TTTFS TO VERIFY ALLOWABLE VISUAL CONTRAST OF DETECTABLE SIZE, ELEVATION, L❑CATI❑N AND TYPE PRIOR TO PERFORMING ANY WORK, ANY UTILITY, WARNING. A MINIMUM OF 70% CONTRAST IN LIGHT WHETHER SHOWN OR NOT, THAT IS DAMAGED BY THE CONTRACTOR, SHALL BE REPAIRED AT 0 2.35" C.C. REFLECTANCE SHALL BE A REQUIREMENT. NO EXPENSE TO THE OWNER, SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN EACH WAY S, SEE DETAIL FOR 5' CONCRETE WALK. THE PLANS AND FIELD CONDITIONS, THE OWNER IS TO BE NOTIFIED IMMEDIATELY, SHOULD z THE CONTRACTOR MAKE FIELD CORRECTIONS OR ADJUSTMENTS WITHOUT THE AUTHORIZATION OF THE OWNER, THEN THE CONTRACTOR ASSUMES RESPONSIBILITY FOR SAID CORRECTIONS OR ADJUSTMENTS, t °.to... ° •, t < • 6. THE CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' (1-800-922-4455) AND HAVE ALL EXISTING °-t - - .. Qot. PLAN VIEW UTILITIES MARKED ON GROUND PRIOR TO STARTING CONSTRUCTION, fova TRUNCATED DOME TEMPLATE 7, ALL GRADING, CLEARING, CONSTRUCTION AND DEVELOPMENT SHALL BE DONE IN 1:12(MAX) CONFORMANCE WITH THE APPROVED PLANS, AND NO CHANGES SHALL BE MADE WITHOUT SLOPE PRIOR APPROVAL BY THE TOWN ENGINEER. DETECTABLE WARNING TRIP IN SQUARE -GRID 8, ALL ON -SITE UTILITIES SHALL COMPLY WITH THE RESPECTIVE UTILITY COMPANIES REQUIREMENTS. �-3-0� ® MIN• ALIGNMENT 9. PAVEMENT DESIGN SHOWN HEREON SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER, -oX-0- TRAVEL DIRECTION oo6 _ 10, ALL UTILITIES SHOWN HEREON ARE PRIVATE, UNLESS OTHERWISE SPECIFIED, o a oo030 11. ALL CLEANOUTS IN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC BEARING COVERS, 6" CURB 1:12(MAX) 0000000000 SEE DETAIL o 0 12, ALL CONCRET PEDESTRIAN RAMPS SHALL CONTAIN DETECTABLE WARNINGS. SLOPE o i o o (SEE PEDESTRIANS CURB RAMP DETAIL) _ • o` t►:t: 4 t � :t: ot: t; e'tt"t :• tt" .tO t° t°s ° to t; t.p ° °'> •°t.> °:. �•e • .°. DETECTABLE WARNING STRIP 13, FINAL DESIGN (SHOP DRAWINGS) OF ALL CONCRETE MODULAR RETAINING WALLS OVER 4' I TYP. 0" IDETE FROM EDGE OF PAVEMENT IN HEIGHT SHALL BE SEALED BY A CT LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE TOWN ENGINEER PRIOR TO CLINSTRUC I T❑N. PEDESTRIAN CURB RAMP NOT TO SCALE MONOLITHIC CONCRETE CURBING -\ B.O. BITUMINOUS CURB TYP. FINISHED PAVEMENT LEVE (BOTH SIDES) SEnON CONCRETE SIDEWALK RAMP NOT TO SCALE 9" - � 1 GENERAL NOTES PAVEMENT HANDICAP PARKING SYMBOL 1. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED AT ALL PEDESTRIAN CROSSWALKS IN ALL N.T.S. NEW DESIGNS AND AT PEDESTRIAN CROSSWALK LOCATIONS WHERE AN EXISTING CURB OR WALK IS TO BE DISTURBED BY CONSTRUCTION. 2. NO DRAINAGE STRUCTURES SHALL BE PLACED WITHIN THE LIMITS OF A PROPOSED OR EXISTING SIDEWALK CURB RAMP. CATCH BASIN TO BE PLACED UPGRADIENT OF RAMP. SIGN '(,' 12" SIGN 'A' 3. REGARDLESS OF THE TYPE OF PAVEMENT OF ADJACENT SIDEWALK, ALL SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. 4. ALL SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS oa W X PT THAT THE FINAL TEXTURE OF E CONCRETE SURFACE T rIT FOR 5" CONCRETE SIDE ILK, E CE TH � � n CFl el I RF a rneaCF RRnnAA FINISH TRANSVERSE TO THE SLOPE OF THE RAMP, . 5. CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADE CHANGES. WHITE TEXT AND - 100 6. THE BOTTOM OF THE RAMP SHALL BE FLUSH WITH THE GUTTER LINE AND BEVELED. BORDERS 7. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE HANDICAPPED I PASSENGER STATUTES OF THE STATE OF CONN. AND THE FEDERAL REQUIREMENTS CONCERNING PARKING BLUE LOADING THE CONSTRUCTION OF SIDEWALK CURB RAMPS. BACKGROUND ZONE 8. SIDEWALK CURB RAMP DETAILS ALSO APPLY FOR SIDEWALK SECTIONS ON A CURVE. STATE PERMIT 9. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO STATE PERMIT REQUIRED VIOLATORS THE SIDEWALK CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 20:1. WILL BE FINED REQUIRED VIOLATORS _ SIGN �B� WILL 8E FINED Aw 10. SEE PAGES 8-11 FOR DETAILS OF SIDEWALKS AND CURBS. 12• REMOVAL OF EXIS ZING SIDEWALK FOR NEW CURB RA,iID IA�ST�A,,LI�TDA1 SHALL BE TO THE NOTE NEAREST EXPANSION/CONTRACTION JOINT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SIGNS SHALL BE 18 GAUGE FLAT SCREENED STEEL 12. RAISED ISLANDS IN CROSSINGS SHALL HAVE SIDEWALK CURB RAMPS AT BOTH SIDES AND A •� VAN ACCESSIBLE DESIGNED FOR LONG TERM HANDICAP LOADING LEVEL AREA AT LEAST 4' LONG BETWEEN THE CURB RAMPS IN THE PART OF THE ISLAND OUTDOOR USE AND MOUNTED INTERSECTED BY THE CROSSINGS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE ON U-CHANNEL POSTS, BLACK CUT THROUGH LEVEL WITH THE ROADWAY. PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT PER STATE ADA PARKING SIGNAGE REGULATIONS PARKING SIGNS N.T.S. Tel. 860.291 • 8755 Fax 860 291 8757 uQM PUN DE n nn wv�Jvjl (� 1 at's DESIGN.• GBS DRAWN GBS CHECKED: GBS civil engineers • planners surveyors landscape architects • gis ® gps 1/OB NO.: 2282 DATE:• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: 1obs/2282/2282_detai/s dw0 TYPICAL CONCRETE SIDEWALK SIDEWALK 5' RAMP LANDING 8.33% MAX j ° (1:12) TRANSITION TYPICAL CONCRETE SIDEWALK S� • 4 a CD aq SIDEWALK RAMP - TYPE 2 27 (WITH NO GRASS SHELF) x M M 00 TYPICAL CURB TRANSITION CONCRETE (SEE SECTION) BITUMINOUS CURB SIDEWALK rTYPICAL CONCRETE / SIDEWALK GRASS SHELF 8.33% MAX $,, g (1:12)) N� (7 SIDEWALK I RAMP (TYPICAL) S- 11/ CA 8.33% MAX SIDEWALK RAMP - TYPE 1 -2%� (WITH GRASS SHELF) -� -MAX X N jp J 2 N M N ed c� . LOW MODULUS SILICONE JOINT SEALANT CONC. PAVEMENT NON-ABSORBANT BACKER ROD 25% LARGER THAN JOINT WIDTH 3/4" JOINT AND FILLER. INSTALL FULL DEPTH OF CONCRETE 4 1 /2"x 4 1 /2" x 3/8" DIAMOND DOWEL AT 18" O.C. TYPICAL PAVEMEN I CONS 1 KUt; I IdN JOINT NOT TO SCALE NOTES: PROVIDE EXPANSION JOINTS AT INTERSECTION OF ALL STRUCTURES, FIXED OBJECTS AND COLD JOINTS. EXPANSION JOINT FILLER STRIPS, ASTM 1751 ASPHALT — SATURATED CELLULOSIC FIBER. CONCRETE TO BE CURED FOR 28 DAYS, DRY AND JOINT BLOWN CLEAN OF ALL DEBRIS WITH HIGH PRESSURE AIR BEFORE INSTALLATION OF JOINT SEALANT MATERIAL. LOW MODULUS SILICONE JOINT SEALANT AND NON— ABSORBANT BACKER ROD. WIDTH OF JOINT SHALL BE MINIMUM OF 1/4". CONCRETE SHALL BE CURED FOR 28 DAYS BEFORE SEALANT PLACEMENT. JOINT SHALL BE CLEANED OF ALL DEBRIS AND CONCRETE DRIED BEFORE PLACEMENT OF JOINT SEALANT MATERIAL. ALL JOINTS TO BE SEALED IN ACCORDANCE WITH EXPANSION JOINT SEALANT DETAIL. CONTRACTION JOINT PATTERN SHALL NOT EXCEED 15 FT. BY 15 FT. GRID. THE GRID PATTERN SHALL BE UNIFORM THROUGHOUT THE PROPOSED CONCRETE PAVEMENT AREAS. THE DEPTH OF CONTRACTION JOINTS SHALL I CONCRETE PAVEMENT TYPICAL PAVEMENT SAWCUT JOINT NOT TO SCALE ADHERE CAP UNIT TO TOP UNIT CONCRETE ADHESIVE IMPERVIOUS FILL MIN. 12" THICK 12"x 2" x 1/2" PNA LOAD PLATE BASKET AT 18" O.C. NOTE: A 2 FT. WIDE CONCRETE LEAKOFF SLOPED AT 1/2":1' FROM SIDEWALK TO CURB SHALL BE PROVIDED TO ALLOW STORM WATER TO DRAIN FROM THE SIDEWALK AT LOW POINTS WHERE THERE IS NOT AN ADJACENT DRIVEWAY OR HANDICAP RAMP. BIT. CURB VARIES 15' 4' MIN. 5' i 5' :::1 1 ­r 12" TYP. —I 4'4 MI NS TOOLED JOINTS WITH 1/2" ASPHALTIC DEPTH 3/8" (TYP.) EXPANSION JOINT MATL. RIGHT OF WAY (TYPICAL) NOTE: DOWELS SHALL BE PLACED AT CONSTRUCTION JOINTS AND WHERE NEW CONCRETE MEETS EXISTING CONCRETE (SEE DETAIL). REINFORCEMENT RETAINED BACKFILL S7REE7' LINE R.O. W DRAINAGE FILL 12" THICK MIN. APPROX. VARIES VARIES 1 MODULAR CONCRETE ;• / EXCAVATION MEET TOP OF CURB 4' MIN. 4' MIN. MATCH EXSIS77NG FACING UNITS ��< OR EDGE OF PAVEMENT GROUND IF NO CURB EXISTS VPR��S \ 1 /4 J. 7 MAX. BIT. CURB—,,,,1 /2";1' ,. s::rr••RESIDEN77AL REINFORCED BACKFILL STRUCTURAL 95% STANDARD PROCTOR DENSITY 4" TOPSOIL & SEED 4" TOPSOIL & SEED 4" DIA. DRAIN TILE 8" PROCESSED AGGREGATE OUTLET ® END OF WALL OR AS SHOWN ON DRAWINGS MEET GRADATION OF M5.01.1 GRANULAR LEVELING PAD MIN. 6' THICK TYPICAL CONCRETE MODULAR RETAINING WALL — REINFORCED N.T.S FINAL DESIGN OF MODULAR RETAINING WALLS TO BE COMPLETED AS PART OF SHOP DRAWING SUBMITTALS AND STAMPED BY A CT LICENSED PROFESSIONAL ENGINEER, NOT TO SCALE 1/2" A EXPANSI MATERIA SPHALT —/ —5/8" SMOOTH METAL DOWELS ON J01NT DIPPED IN LIQUID ASPHALT OR L AN APPROVED BOND BREAKER EXPANSION JOINT —DETAIL NOT TO SCALE 5" CONC. SIDEWALK (8" CONC. AT DRIVES W/ 6"X6"X 10/10 W'IREMESH) 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 291 8755 z{ x Fax 860.291 • 8757 II I1 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD kdb gn �' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ����j/�� ■III 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD At--- / J�JOki BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/9/07 PER TOWN COMMENTS CJC civilengineers planners •surveyors r n ��� ,T BEARS o h /rn PFR TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS HE landscape arCili�eC�S his pS I IMPRESSION SEAL AND ORIGINAL SIGNATURE I I 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY DETAILS DESIGM GBS DRA wN.• GBS CHECKED: GBS .1oB �vo.: 2282 DA �• 11122106 DRAWING ND.: lob s/2282/2282_details. dwa PREPARED FOR: ALDI DISTRIBUTION FACILITY 1 1 � I`Z l' I-: I� I'Z SOUTH 111E 1717 11A�7JDSM CONNECTICUT 0 SHEET m WIF �11 WIF �g � CEP ANNE WGR DORAN WIF - \ (VOL 64 PG. 247) W #g12 \,\CN� \\ \\ o� )' S.Y2P10 W #P6 w1FPp` Tr � \ / � -`-- f-^•- � - - - -� X , � l l I � / WIF a O 1 10'S.Y. - - - - f 10' S.Y. LP-E WIFPp,9PP20 WIFpP2A WIFPPa #pp2 W r / - - - - - - - °n W \ \ \ -�36 .1kPPk1 . is $pP3 - % \ \ \ \ - \"st• \ \ / /' I _� -$•P` WITV_V�4t'o H1 \80\ \ / �> NG" X X \--------- ----�F------ $----- -- J ------ ------ \\ -� - -V >------------- 0 --------- - - ----- X- - - - - - - - - - - - --------- --_-- DID SEE SHT. R1 FOR STORM- g5. \ \ \ \ /~ /� • . DRAINAGE PROFILE s \ \ \ \ / / slcN_ Id 5 5 � �. \ \\ $3 j INV. 77.50 • YPE "0. GB X w 1 ' 0 KING" DOUBLE GRATE GN \ \\ 1 / 'CF:/� IGl� TYPE II 300 STA 180.00 TYPE STA "C" .2 6 70 / / 50 TF 80.00 5TA•3+42 5 C 1F. 81.85 / / INV. 74.90 (18") INV. 76.18 1.5% 50 X \ \ \ ' / S 17 � TYPE `G'�B \ \ ' LIG 74.90 (24') i STA. 3+87.5 PROP. 6' GA $ LATER 155 - E O 0.5% 3+00 y '�� INV. 76.60 (15a) 1.57• - \ \ i / v , 1+00 2+00 P $ �q� 76.35 (18") \ / � S .� D LIMIT" - 24" kDPE O 0.5� PROP. YARD D AIN SIGII X ° s �` 8 DRAIN "A" \ 10X STA. 11+26 X / / / � N '� �n gl� .` TF. 81.00 M 85 y 2; WHITE STRIPE - 1-A0 - (� INV. �7o b0 86 } INV 80.25 3 \ ✓, 3 O.C. TYP. L _ 25 LF - 15 DPE O 3.60% �~ ✓ / / O �` / 85 .: O '�£q try 0. % WIN" ` � _ I N' ` / / / / / , / i0 • INV: 2" CPP)82.25 MINDRANFOR SLOPE ALE �00 M S•,� �/� 0 200 C O . / U' �� /��/ �Q.a$ �sk$ YY,q� � o S LP -BB CURE 4 d 1•g� h .a%�ry / „/, / or / X 64 5 TYPE "G" � $2.00 Z �` .T�j 1•$X 8g 3 DOUBLE GRATE b TYPE II p, X STA. 1+79.7 (100' RIGHT) TF.80.00 INV. 75.40 �G9 yaq� 1 1.Ox PROP. YARD DRAIN TRUCK SCALE &SIGN �P-FF O STA. 9+11.2 � ^ SEE. ARCH. DR�GS82.50 O oA stir �, IN 9. 8 a / ..: ''' / S 726 / 1 9a00 \ / "IGNPARKING" °� s' H°aE ° p5x FOR PROPOSED IMPROVEM T 4� G #49E "c" cB 250 TO RYE ST. SEE OFF -SIT R DTYP °o STA.6+56.6 IMPROVEM T L INV 877793 (15" 80.OD (10 0 LP-FF, ,' / 'i SNE #1725 1$ / /j 5.5 Y .PE APPLICANTI LAND OWNERI AM KING CONSTRUCTION CO., LLC \ . ' 828ISULLIVANNAVE.ICUT) 2115 REXFORD ROAD P.O. BOX 699 SUITE 314 SOUTH WINDSOR, CT 06074 24 CHARLOTTE, 704-365-316011 VOL, 1894 PG. 71 #,a/ 1VIA CH LINE SHEET T2 i i IGN PARKING MATCH LINE SHEET T2 Tel. 860.291. 8755 PREPARED FOR: SHEET _ o ii a 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Fax 860.291 • 8757@ z LOCAT ONS AS SHOWN ePE B°SED nN A\/All ARI F /'1 T11 TTTT/Y fY/Y ITT �1. bT\T T/�77 /\17 ti"7 I /'11T7 TTt� tri w m INFORMATION. ALL EXISTING UTILITIES SHOULD U40 OKHt'ri 0 fir' ow u u. u vru-vw��uu-u uuvi uvu�a-oi��rro�w� u �a+� ALL�I ILLS 1L�CLLf U"L L(J1V PAC:ILl L 1' 1 1 so BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �PJ�J 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/4/07 PER APPROVAL COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/9/07 PER TOWN COMMENTS GBS CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY [FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1-B2 AND S1-S7. (IN �mais DES/GN.• GBS DRA w.• GBS CHECKED. • GBS 295 RYE STREET civil engineers planners surveyors 1 inch = 40 ft. landscape architects • gis • gps ✓OB No.: 2282 DATE.• 11122106 T 9 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 060741 DRAW/NG NO.: %Obs1228212282 T1-T5.dwa SOUTH WUNDSO I, CONNIECTElCUT MATCH LINE SHEE 3 MATC LINE SHEET T1 500 G GRE MAT I T T1 a $y00 -FF RUCK ROUTE lop - TURN ONLY g SIGNAGE + (2) PIPE BOLLARDS PROPOSED 1 I � STORY DISTRIBUTION FACILITY ,ti y�•yk � , � �P,`�Q- FREE STANDING ENTRANCE/ vROUNDSIGN ASONALZFLOWER% BY 0 _ 0 1.009 so B 6 I M SEE SHT R3 FO \ \ \ e� 6 0 FF ��� 723 a2 STORM DRAINAGE X to \ A HEAVY DUTY CON RETE PAVEMENT PROFILE 1�x TR 87.05 'j3 \ CK ROUTE X !v + \ RI T T N ONLY 213' Q N \ IGNAGE 1 * 20TYPE M � DOUBLE "GRATE / M OR _ / R97' n / '' / / SNE 1722 a�? 8 �� c� / 0 GHT -A35 LF 15" HDPE STA. 22+30 TYPE II o O 0.5x 5� < - - - a4 6 y., / ; / FF: 6.00 nh TF 78 35 1 - STOP IGN & 70P BAR X 03 #21 4 YARD DRAIN "E" REDUCER 14.00' TF. 78.00 do 4" SAN CLEANOUT 210 LF. S" PVC INV. 73.45 Pj-A � Inv. 77.87 '� --~--- n S = 2.00% - SAN z 483.50' • > S ? ? I > ^ 9 INV. 64 73.47 (6 I mroX ft w `O i0 8'PVC . TYPi6 �> I F PROPOSED IMPROVEMENTS ( ) S z 51.67' I a& 5 y ' / ' �/ 9 - _ TO YE ST. SEE OFF -SITE ROAD X f IMPROVEMENT PLA / \ (7) PIPE --------- _ O ¢ / SN 1721 g / 1 / /' � , 9 j/ BOLLARDS f- r W F CO INV. 75.65 w Uj > Q a S , , ' �• W ti w 7 g / X o s` \ g29 , H a INV. 6` U.D.=74. RS' + L -AAf a \ \ \ PROPOSED PUMA STATION u o U.Dv\3 X&ACX a pPE ILL:O0 \ \ \ \ INV: 68.47(NdW) W a✓ RDS <6111- O / / 9• \\G\�,� ?g• / TO BE REM VED 0 Gp � Q5 70 R7, VAN�i CCESSlBLE HAND, SIDE^ �< I IARI<ING SPACE WITH SIG P 153.00 X- / S1 _ _ -ram �• - __ 60 LF 15" HDPE / _ 5 OP. I STORY \ ( PR F O E P DISPATCH WILDIN rj• �o + #1 � � _ �_ �- -` , � � Pt FD BLE� RA X\ Rti 2 1 /T WATER �� `� I YARD DRAIN Q E I �p 0E 6 X mooC11 3 Z N 4' SAN. N 9� INV. 7 x\ NCO` - pVG �9 15CE> jj NV. 76.50 A 9 0 ''/ � INV � 33 P. 0" `N TER M'IN! 00' It . 53 FC =p o �Nva G O 0.5 . _ �. 1�' S 2.4 BANDON EXISTIN UTIUTY / tl � Er I CUR�7 LP 215 LF - 30 DPE O 0. .1 l ` ortuNSNET�#2010 TF. 77.00 N TF: O.-_ I o ELEC. `L6 ;l• , /Z�x{�' 50 INV. 73.05 (8") , ' S2 1)/ E 1717 RNGE TIUTY 76.22(6') 20.00' ET . X 2 73.00 SQ�00 / \ #S , ' PROP. PUMP rn:60 LF 15 HOP / ,, �p�79. 23 i \� \ x\ O 0.5:r " / \ NO g TYPE rCr Ce / \ DOUBLE GRATE CO j /� PROPOSED EARTH REINFORCED TYPE II / p0 MODULAR RETAINING WALL STA. 19+56TF 78.35 (SEE DETAIL SHT T8) INV. 71.75 (24") X Ft I ET #1716 72. CO (SEE DETAIL U /1 FVp ! j O.(. /i ' 16 66 74.96(8') �lA2` O �' yo , /, i 1 I �N`I 12 S. Y�GoryQPG��� TOP 'W �l74.50'20'W ap6 GE X\SING GPRP X \ ? N6 55'10"W / ^ \ ,SNET #171560 ' NICOLE K. do RNES f 1 REICHLE (VOL. 86 PG. 159) 4TAJEOF CONNECTICUT\ --(VOL 625-PG-469) 6e------ \ 1 / / '/ , KkO�r, -74-. �6e- - '/ sow / -72 z/ ' ' ''/� APPLICANT, LAND OWNER, -70 828 SULLIVAN AVE, AM KING CONSTRUCTION CO., LLC P 0 ALDIBOXInc. 6990NNECTICUT> 2115 REXFORD ROAD pSUITE 314 61 SOUTH WINDSOR, CT 06074 , j �• �6:60!�n , ,' / /, j , _ -66 P�> TELE, 704-365-3160 VOL. 1894 PG. 71 CHARLOTTE, NC 28211 -66 -64 38 � , /yam / % i , ,.1 j•1 .1(0 , , ' y>P/ , / i VOL, 1894 PG. 67 �/ V� O o II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 ��}� ��y/� ���y�r���ti�,t1� � `M INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE �I�n ` 0 4`�/� Il=L5aP�1Cl ALDI DISTRIBUTION FACILITY ' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4PER APPROVAL COMM NTS CBS 40 0 20 40 80 T2,/ 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/4/07 PER APPROVAL COMMENTS cic FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1-B2 AND S1-S7. ir�ji lQJi als n, .fS\ [-•s 7R1 R7'CI'a d•IPSIRiR1 1T9'IT'CPf'Pi BY A LICENSED LAND SURVEYOR PRIOR TO I I ( IN FEET) y v y v v u v v V wv v DESIGN.- U&S DRAWN•GBS I CHECKED. • (if1.5 �jV9 m R M IL MZZI 1 CONSTRUCTION. 2 3/9/07 PER TOWN COMMENTS CBS IF civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC 1 inch = 40 ft. landscape architects • gis • gps ,/OB NO.: 2282 DATE' 11�22�t�6 T9 IMPRESSION SEAL AND ORIGINAL SIGNATURE 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: jobs 2282 2282 %%- %Jr.OrW SOUTH W UNDSOR C®1�7NIEC 1L 11C 1� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY E �2 ' NO R� 81E *I ,; /// / / �/'/ i/// //�-\\ \\\� \wl� ;�\,\\ �I 1 � 1 Ik9 1 1 1 111 1\\\ 1 �--_ // ''�• /\\\ \\\\\\�__�"" _`�\���/ �/' / N \ I I I I 1 1 g _ / h h ag. ANNE MCGRATH DORAN �/_ /� \ -A X (VOL 64 PG. 247) Y!/ / / / // / �7- /'/1�-�\ �� �ij_\ \y� \\ 1 ` 1 \ - -/ - _-- -_.- \ \\ 80 \\1V S67.44 47"E \ \ 10" WATER INCLUDING 1 VAN-ACCESSIBLEF.a \ ro10' Sy 1k PAVEMENT MARKINGS (TYP.) UrP00A7CH HANDICAP 0 5'1� 2• 7 ' n 300 LF _ > " \ \ h a il8 N HOPE O 0.5% $ 2 ° UTY CO ETE .VEMENT ✓ / / ^ / / \ \ \ \ \ \ \ \ / / TYPE " CB QO \ X STA. 1 +29 8 h � LP-EE # 12 a6 eQ yy 1$+00 19+ ROUND CB WITH INVyl 83 8 I 00 zltp_ ah•h TYPE C CB DBL \ \ \ l \ g ( / GRATE STYPE15+02 O R� 3 / 3 E "C" CB 0 85• ) DOUBLE GRATE 0 TF 82.80 O D' y3 56.00 (4) PIPE ( TYPE I \ INV. 69.22 (36") `..` I / I BOLLARD A F 80.70 - - \ \ 2 / #57 4" STORM 812Q $ � }},,�� ( INV. 7�.35 CO INV. 80.00 INV. 81.17 6pQ 67. I ��h? ( �....., . ..:.:�:''•.�'•• I �•AQ 0 0 PROPOSED 1 LP -CC ao LP -CC I STORY OFFI TYPE 1 �� I Ji, '// / / / / ' ` \ • � r _. - �E� � i j RAMP 83a I vi 4' S gI Z V.STORM7 Cq o I��. 2.0o Q 1 a Q3 Qo 82 1 / / n A� 8 C6LEANOUT & FF Q60 8 v 1 h .00 REDUCER 22 2 cn N, o \ m 2Q0 z � l tV N - Ji l " o�• IV.STORM f I \ I SEE SHT. R2 FOR I \8S yQ X 64' 2 / \ STORM DRAINAGE PROFILE _ \ I \ \ ROUND B B TOP \ \ \ �- - - - _ ROUND CB WITH (2) PIPE 85 I N 24' \ ST +88 \ ah' - END CONCRETE CURB TYPE C CB DBL BOLLARDS x I , \ J - GRATE TYPE ITOP / \ 82.90 \ Y � �- � _ � TAPER TO MATCH STA. 12+95.5 4" STORM \ _ tNV. 64.69 _ r - - - -- - - ROAD ELEVATIO 1�(7�) TF 84.95 / - _ -r-` ---- _ _ _ NV. 68.19(36N INV. ----- U C- 7 69 (4 9gr8 _ _ _ - - - "HDPE @ 0.5% j 0±00 _ 12+00- - - _ _ - - - 56 ( x - - _ _ _ - _ - - U - - X 831 - a 300 LF - 4 H➢EE� 0.5% - - - - - - _�� »_�• - - - - - _ - - - - - - - - - - - - - -$- - - - - CM 9+�6 \ 1i (2) PIPE n I T E "CL" C \ (�2) PIPE \ yQ0 5Q0 O� \) -11 y9 �- ' \CONCRETE SIDEW BOLLARDS 0 DOUBLE GRA BOL�RDS p ASP MENT C NCRETE Y #54 `N I►68 n \ z I 25 LF 5" HDPE $$. 5 ti 2987C 4" ORM I g25 E 1 \ 8 PAVEMENT `' ' -PDMH g • O 0.5 $ ^� TF 55.15 " • �OQE O INV. x i J INV. 73.10 (24) ,5 0 cA V, 73.8 (8") ` r) 77.43 (18") 6 SAN MH �cA 1fl 6"N) f 1,5� - TYPE "C" CS F.L{ CO" PROP. 10" W ER MAIN ` 73.85 (� TF 84.9e 4,5 27.s2' 8y33 8 � D BLE A 292 LF. 8 INV. 75.78 5.33 rc A• \ \ / • INV�7.50 N ~-� N STA. 21+92.4 fYS ; 1.55 -130LF8 PVCLIGH DUTY CO PAV#40 TINv�a5 i:n»� DRAIN S 1.55% PROP. YA�D _ T 8" PVC MID.) 3g 0° �y 1 10' 1 72 s5 (3s`) INV. 75.50 _$ g S \ o cS 9y 5,9 33 85.70 8 GO75.37 IF. 79.Q0 ^ 0oo � 18 LF �d S 569.08, S C $ 5 a 5.33 ao z `v 6" PV °° N i4 q Fd WIDE 1 g g o n 6" SAN : N W 18' LONG Inv. 81.00 10" FIRE CON BETE CUR s p S=2 X W z z_ > RAMP "� •" �' -OP. 70" FIRE SERVICE O 00 / OD Ld z N " ro z m z O 5X GRADE =n N °D rn q INV. 77.25 w PROPOSED 1 @ 4` R.L. INV. 5'X5' ' K p5 a #71 iNSTA 6 O REDUCER oo? ro z q? q z € �� 24 g STORY DRIVERS o / SAN MHAND LEANOUT CONC. W y 6 INV. 80.31 (8") (TYP.) 20 LF ., a 8i.50 O z z051P�p RPa Q6�6'I TF 84 98 6 IN 0.83 PAD N W o 4 = nfiESTROOM FF WA R SERVICE LIGHT DUTY 9 IN§TALL 6'X4" REDUCER W a 80.47 (6) 6 PVC �? INV. 77.50 CONCRETE I AND CLEANOUT O m " N 4 CW P a / S••2 W7G (2) PIPE w AV h 6' INV, 77.06 , SAN. MH g" GAS \ BOLLARD D 50 LF IF: 83.30 w PROP. 1" WATER SERVICE W / \ 8" PVC INV. 73.60 14.00' ONCRET ° ROP. 6 G S PROP. 6" WAT o n P w S-0.47% ,L 1+00 a / 6 PIPE q �9L E 'C" CB 0 / 5 'WIDE h� ° I / 38' LONG X \ BOLLARD 0 LE GRATE 1W LF _ / 1 • • • 816� as \ HEAV a� 62.6 I SIDEWALTYPE 11 K / RAMP CONCRET P EA#0 � / O 5% GRADE / 1 PROPOSED 1 x TF 78 35 ROUND C8 WITH / / 1 TYPE 'O" C13.6 TOP STA. 4+69.6 10' GRAVEL ACC SS RIVE TF. 81.20 / STORY I 73.50 (30') 40TOTAE(T�) jj0 74.00 (24') o / DISTRIBUTION s�°73.88 (1$") INV. 63.62 (42') I / FA,CILTTY 0 9. N TYPE 2 RAMP H -IFF -r �, 9. v 82.20 ( / 1 FF:86.00 to I i• a It 50 LF 15` HDPE @ PROPOSE�I1 60 x 81, @ 0.5% 0 / Al / ` STORY GUARD 1• 40 / / 1 1 / HOUSE \ �� � � n r I j2' 1 ji 7 PROP. YARD DRAIN "H" / 1 `�.•11 I 0 TF. 80.60 / INV. 77.00 / co 1 EE SHT. R2 F o z �• co / 1 STORM DRAINAGE-e8 ' PROFILETYPE C-7; un \ ng RSp. trs DOUBLE "GRATE TYPE II SAN MH STA.TF 78.35 $ '�: 80.00 INV. 74.80 8.35 INV. 71.61 (81) 6 Y 1.54X 73.93 (6") a5 74.60 (15") #43 YARD DRAIN 'C' / X ' I IF. 78.00 390 \ P-AA INV. 74.95 (2) PIPE spa / HEAVY DUTY CONCR TE AVEMENT - 5O&W HDPE. - - BOLLARDS A,AO 5 ' x ( WIDE \ / ah ` M 30' LONG X Oq RAMP \ / � - - -- -- -" i ' z 2a' I I 1 x 5% GRADE \ - 8A 5.90 gA 6� 1 gA 6� \ I / a rI J _------------- 1 _ _ ' � Ia $Q6 X 85,90 y9 > \ \ J I \ - / J U 'WIDE f '' CPF CI -IT R� Ff1R qT(�RAA R ' LONG a3a 1 z Uj [if DRAINAGE PROFILE I a 65 O 5X GRADE zx \ / \ a 1.00% gy1 a. / / • x 30 1 L,: o x / APPL'1CAN T 1 LAND O W NERI / I1 ~SAN MH AM KING CONSTRUCTION CO., LLC ALDI, Inc. (CONNECTICUT) / ITR NV 70 o I / 2115 REXFORD ROAD 828 SULLIVAN AVE, 35 LF 12" HOPE SUITE 314 P.O. BOX 699 a 0.5% \ / CHARLOTTE, NC 28211 SOUTH WINDSOR, CT 06074 22 -AA #23 TELEI 704-365-3160 VOL 1894 PG. 67 DOUBLE GCRATE I YARD DRAIN "D' VOL, 1894 PG. 71 TYPE It TF. 78.00 STA. 24+35 F 74 IN.078.35 NI ' INV.74.451y� ALDI, INC. (CONNECTICUT) 74.10 (15") (VOL 1894 1894 PG. 67) 1.54% 50 STOR - - - DRAINAGE RO ILE a 3 / \ \ / N \ \ / MATCH LINE SHEET JTo x 0.JN4ATCH LINE SHEET T4 t Tel. 860.291 • 8755 PREPARED FOR: SH EET z x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE - Fax 860 291 8757 ��®`i�i��' -M m II II INFORMATION. ALL EXISTING UTILITIES SHOULD P91!'Wll1i IlV0�4WV89 ITII.D'�ull BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/24/07 PER APPROVAL COMMENTS GBS SHEETS 61-82 AND S1-S7. � 0 20 4o so � ALDI DISTRIBUTIQN FACILITY T3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE����� 3 4/4/07 PER APPROVAL COMMENTS CJC j'��(p'�° BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FED) ' GBS DRAWN.' GBS CHECKED.' GBS 29 !iO �S 14� STREET CONSTRUCTION. 2 3/9/07 PER TOWN COMMENTS GBS civil engineers •planners •surveyors DESIGN. 1 inch = 40 ft. landscape architects gis • gps ✓OB NO.: 2282 DAT 3. THIS PLAN IS INVALID UNLESS IT BEARS THE T 9 E.• 11122106 1 2/2/07 PER TOWN COMMENTS CJC SOUTH WUN\ DSO C® \N�CTECUT ' nne c..ne..__ n.._-.._ nn O_., •19G7 c....ah ur...a..,... r,,...•,.,.a:,.••a llr;fl7d �_ /nnr�n /neon Te TC r...- �V �w I -- IMPRESSION SEAL AND ORIGINAL SIGNATURE I ' YLJ Sullivan NVCIIUC, ry ovx 1 Iv,, Souui ..inudso , Co n edu*,.u� .,�,...-ri ORHW11VU IVU.: PODS1ZZ0Z/LLOL //-/J.Uwq __ 1z J OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION I BY I 1 / i i 11 D- I / (VOL 1894 PG. 6/) (VOL 1894 PG. 71) if MODIFIED ftIPRAP -MATCH LINE SHEET T5\ \ - - - \ \ / / MATCH LINE SHEET T3 \ -`-- M_ a \ / a \ SEE SHT R3 ~ \ S STORM DRAINAGE \ g28 \ x 1 / \. M PROFILE \ 1 I $2a � K � d \ \ O \ v w � \ a \ RRAMPONG \ O SSG GRADE 67 PROPOSED 1 \\ \ \ 24' i STORY o DISTRIBUTION \ \ FACILITY --- - - - - - - \ FF: 86.00 PROPOSED DUMPSTERS/ COMPACTORS ROUND CS WITH \ 6) N rn n F TYPE "CL" CB rOPSTA. 4+45 > 299.50' INV. 62.2• ;> to v� is 5� d W?�acv � TF 76.30 Z a 3 \ - ' > : in °°E °°? z • >• > > "'n is \ g,6 alh x ao _ z o z .co ? cog 483.50' i .n i 7 m . .. Z / Sx \\ I 8" PVC (TYP.) �6 �6? �• X NCO gib 0DZ Y Co 00 •l 0 255LF-18"HDPE 01.% Z F 82.00 \25 NCO o nv. S77 92 el 120 LF - 15" HDPE 00.6% +--- 3 _ 24" HDPE O 0.7x 8 O PDMH " INV 75.92 0 O w TF 81.40 6 " St d 6 ' Stain 8o g i \ \ a INV. 72.10 (18 IN) n INV. 77.920 PDMH x INV. 77.92 0 JJJ X � s 71.21 (18" OUT) 75.42 (8") n IF 81.24 \ R �N rcrb 40.00' o INV. 70.10 73.15(2 4) W WJF #(2 ' I ( / H'OS� / / I CPpER EX�S CLEANOUT �c \ \ fRko MA Pp HEAVY DUTY CONCRETE PAVEMENT O 099 xREDUCER 80,72) PIPE 4 0� eLLAROS v(4) PIPE v c�`'il p d w 0• BOLLARDS O INV. 6" U.D.e72 00 M BOLLA / Lc. D. HEAVY DUTY 3 #-\N9 \ ASPHALT CONCRETE w o NfF W� 1 1 / PAVEMENT PAVEMENT K \ �` U.O. _ U #Th #(10 \ Oos} (� Q� I �� a \ BOLLARDS WIF (5 WIF 80, P ~\-------wV Q 6 # t�� L R�hFW I �� ` a 6., �° 9• _� D 12' \ I 8 o- PIP B LLS10 g 8C '00 ROUND C13 WI • h ` a 1� � ak TYP B GRATE Ca `�h�' 79. p ea TSYrPAE7+5D9P +.°P I V. 75.3 5 \ WIF #Nk CIF #v \ \ ? TF 76.00 8t I 80 1 4 \ ^ Y E " STIN BAR DEBR S TO E R OVER \ V. 63." cr n "GRA A. 1 50 PR(>jP SED JIF #� > \ \ \ \ \ ` \ 8+00 9+ 0 /^ TYPE I � I V.5 5 MOD L 5 ETAIN G LL \ \ \ ) 1190 1 00 �9. 5 " T 7 .35 \ 6 26 ( ") D 8LE ATE iDR LF - 48" HDPE O 0. 200 HD E O X- IN S.26 12 00 6 26 ( • c 1k \ SWALE TO DRAIN LF 42 D E 0.5 ��j• 3+00 �� 8 P ST 15+ 7 p 0, SLP-AA ONCRETE CURB . _ jF 835 _ ?ROP. 70'" WATER MAIN ALP -AA 11+00 - 5 - IiD O 57G 9• X E a - 2 T-30. # \ \ \ \ \ \ / / - - 1 _ - ` I i LP j9 LP -AA 3 ''�-•z. X 14+OQA P-AA LP- 9' ``- '-` �' $ � \ \ \ � � ` � ` - / / I I / / / � .� -•- " '�.'" / � � � p - 30" HDPE O 0.5R ---}0' S.Y \ I \ / I / SAN MH ROUND CB WITH �9 2 / I / / \ \ INV. 75.27 (8") S ; #\2� 13 ` \ / #12 I \ / \ 1F -79.3& 8* 9. / \ - ---._ DOUBLE GRATE / TYPE 'C'Cq/ \ / // I \ ` / \ \\ \ 75# {f> �8W -_. / / \W 3 80.-BWtJ9.Do 8W �� / s +50 / / / / / I \ �$a l l 1 \ \\ - - �5 / j ) \ air: 7s.o�� aW o 0 IN 7a -2 ? / / \ \ / / / INV. 65.28 42' 64.76 (48')- \ 74.18 85 () "- i `nN� R yE1Y / \ _ - A _ ` / WIF\ SEE BHT R3 FOR �4/ , 1 // I \ \,� STORM -DRAINAGE PROFILE 1287 21' \ '`--,�_ / /// 1�ji• \\\`��-�/l 1 II \ \�-__ _ `__------__- � \--�11��� 11I ) j _�- / //// �%'�i /��/-'� \\\\N8207'20'1y--/ / 1# \ / \ \`-Y��/�/ WEIR \�-`--��`__ \ \ \ \\ / // / 220 /// / / ///� `✓//// // P, s �/ // x �2) STATE OF CONNECTICUT (VOL 625 PG. 469) N66'S2'00"W # WIF/ / WIF�k I i \/ ////// / // /;/ / x�� / / / / l j l /l l \ ----------- -------- o { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 4 4/4/07 3 3/9/07 2 3/2/07 1 2/2/07 NO. DATE REVISIONS PER APPROVAL COMMENTS PER TOWN COMMENTS PER IWA COMMENTS PER TOWN COMMENTS DESCRIPTION CJC GBS CJC CJC BY FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS 61-132 AND S1-S7. APPLICANT 1 AM kING CONSTRUCTION CO„ LLC 2115 REXF❑RD ROAD SUITE 314 CHARLOTTE, NC 28211 TELE, 704-365-3160 LAND OWNERI ALDI, Inc. (CONNECTICUT) 828 SULLIVAN AVE. P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL. 1894 PG. 67 VOL, 1894 PG. 71 Tel. 860.291 • 8755 PREPARED FOR: SHEET Fax 860.291.8757 GRAPHIC SCALE _ 0819ft M� � ALDI DISTRIBUTIDN FACILITY 40 0 20 40 80 T 4 '• ( IN FEET) anal$ DESIGN. GBS DRA WN.• GBS CHECKED. • GBS 295 RYI E STREET civil engineers planners surveyors 1 inch = 40 it. landscape architects • gis • gps JOB NO.: 2282 DATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAW/NG NO.: iobs1228212282_ T1- T5.O/WQ °�®��� ��°�®� ®�� ���'�` ' 8 5/16" Type "C-L" top and 8 13/116" �4;-6 3/8,, r I._g 13/16" STANDARD PRECAST CONCRETE UNIT \ 1'=6" 0 1 1 INLET PIPE Class "A" Concrete INSTAI I INLET PIPE FLUSH ISH TO FRONT INSIDE WALL OF STRUCTURE ATTACH ORIFICE PLATE TO WALL WITH STAINLESS STEEL FASTENERS I I • JIDE DETEN110N BASIN O niAl NOT TO SCALE SOUTH WINDSOR STANDARD FRAME AND COVER ADvw. I IPAIVE TO Fill. GRADE W/ CONC. BRICK OR PRECAST RINGS - (6"MIN. TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL)-� Al I JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT 8„ CONCRETE OR CONC. BRICK INVERT. 6" ° "°••� ° 6'-4" DIA. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INC'IME7 %AIA1 1 C IVJUL VV 1L[_J. 6" OF CRUSHED STONE STORM MANHOLE NOT TO SCALE z-<x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 9„ LEVELING COURSE 6" TO 12" -STEEL PLATE WITH 8" ORIFICE - INV. 59.63 OUTLET PIPE NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2; LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE 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. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONRY CONCRETE UNITS ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND INSIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH CONCRETE 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. 10. TOP GRATE SHALL BE BOLTED DOWN TO FRAME. 11. ALL FRAMES AND GRATES SHALL BE GALVANIZED. APPLY FULL DEPTH PAVEMENT OVER FRAMES /-FINISHED GRADE REVISIONS 1' - Ok 1' - 6k 74' 2" ,-PRE CAST CONCRETE UNIT ADJUST FRAME ELEVA WITH CONC. BLOCKS BRICKS. 6" TO 12" ALL JOINTS TO BE -POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT' PRE CAST SUMP OR SLAB (OR EQUAL) 350 6" OF 3/4" CRUSHE FRONT ELEVATION SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 6. ALL PIPE PENETRATIONS SHALL BE PARGED SMOOTH TO PROVIDE A WATERTIGHT SEAL BOTH INSIDE AND 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET OUTSIDE THE BASIN. HS-20 LOADING. -!. AIICInC THAT I C nC 1ZTP1Ir-i11RE T(1 RE SMOOT ,H; „ne 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS NOuvalvSHELV�.ESw ALLOWED. 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 8. IF 4' SUMP IS NOT POSSIBLE DUE TO UTILITY CONFLICTS OR SITE CONSTRAINTS, A 2' SUMP MAY BE SUBMITTED 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. FOR THE TOWN ENGINEERS APPROVAL. 5. ALL BRICKS SHALL BE CONCRETE. 9. FRAME AND GRATE SHALL BE GALVANIZED. TYPE "C-L" CATCH BASIN NOT TO SCALE LAWN / CROSS-COUNTRY TOPSOIL & SOD OR SEE] 2-#4X POINT OF APPLICATIO E CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE r POINTED FLUSH & FULI PRE CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SLUMP OR SLAE (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE FRONT ELEVATION SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 6. ALL PIPE PENETRATIONS SHALL BE PARGED SMOOTH TO PROVIDE A WATERTIGHT SEAL BOTH INSIDE AND 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET OUTSIDE THE BASIN. HS-20 LOADING. 7. INSIDE WALLS OF STRUCTURE TO BE SMOOTH. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS NO SHELVES ALLOWED. 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 8. IF 4' SUMP IS NOT POSSIBLE DUE TO UTILITY CONFLICTS OR SITE CONSTRAINTS, A 2' SUMP MAY BE SUBMITTED 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. FOR THE TOWN ENGINEERS APPROVAL. 5. ALL BRICKS SHALL BE CONCRETE, 9. FRAME AND GRATE SHALL BE GALVANIZED. T)?E "G" CATCH BASIR NOT TO SCALE STREETS / PAVED AREAS 4�1 APPROVED GRANULAR NON- ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 0 16-345, AS AMENDED, PLACED 4°a , .: 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. ° SAND BLANKET 12„ MIN. ,:�:: �• rY ._:';"; '`F:� - PIPE, AS SPECIFIED 1/2 O.D. PIPE i _= FILTER FABRIC ;.�. ° 3/4" BROKEN TRAPROCK 1 /2 0 D. PIPE FILTER FABRIC (SEE NOTE) 6" MIN. :•b.' ..:.6 ; OVERLAP MIN. 6" BOTH WAYS O.D. 1'E PIPE 1' 12" SAND MIN. SECTION STONE .....-... NOTES: ••a•,: �: 'a 6" MIN. ."• °. 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSRAY, PG. VI-54 1' 2'-6" 1' 2. FILTER FABRIC SHALL BE NONWOVEN AND SHALL MEET AASHTO M288-00, PIPE - IN GROUND WATER CLASS 2 TYPICAL SANITARY SEWER SECTION TRENCH NOT TO SCALE 3 3/9/07 PER TOWN COMMENTS CJC 2 3/2/07 PER IWA COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY DEPTH TO INVERT VARIES SEE PROFILES I.D. + 2' 12" MIN. 12" 12" I.D. 00o00000o0000 8" DIA. HOLES FOR BARS 5-2" LONG (TYP.) 2-#4X4' - 10" LONG (TYP.)­.,",, PVT. Cm -SLOPE r ACT r0MrPP7V IWIT EEL I -BEAM 6" LONG ILL JOINTS TO BE DINTEID FLUSH & FULL CAST CONCRETE OR 'RETE MASONRY UNITS FRONT ELEVATION" FOR 2" DEPRESSION FOR 1" DEPRESSION i v 4 3 2" X 8" (TYP.)-- I NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN PROPOSED GRADE 2" DEPRESSION d " X 2 " BACK UP STRIP TACK WELDED TO FRAME 1" DEPRESSION a " X 2 " BACK UP STRIP TACK YIELDED TO FRAME DETAIL "B" TYPE "C" CATCH BASIN ,(DOUBLE GRATE TYPE I NOT TO SCALE PAVEMENT SECTION OR �-LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 1.2" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 MIRAFI 16ON (OR APPVD. EQUAL) FILTER FABRIC, 6" MIN. BOTH WAYS (SEE NOTE) BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING 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. _KFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE OR COMPACTED PROCESSED AGGREGATE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE 10 41'MM3Z F7;-L�- Z3, 0 �4 ts' 6-9 SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0'. 2, WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS-20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. 6. ALL PIPE PENETRATIONS SHALL BE PARGED SMOOTH TO PROVIDE A WATERTIGHT SEAL BOTH INSIDE AND OUTSIDE THE BASIN. 7. INSIDE WALLS OF STRUCTURE TO BE SMOOTH. NO SHELVES ALLOWED. 8. IF 4' SUMP IS NOT POSSIBLE DUE TO UTILITY CONFLICTS OR SITE CONSTRAINTS, A 2' SUMP MAY BE SUBMITTED FOR THE TOWN ENGINEERS APPROVAL. 9. FRAME AND GRATE SHALL BE GALVANIZED. IONM f t'-s t'-s tt POINT OF APPLICATION OF GRADE #3 STIRRUPS @ 9" 3 - #4X4'-0" LONG - 10 d' ELEVATION WITH ADJUST FRAME SEE DE AIL " B " CONC. BLOCKS OR, BRICKS 6" TO 12" 10 13/16' 1, _10 �. FOR MASONRY UNITS PRE CASTSUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE NOT TO SCALE VARIES FRAME & GRATE TO BE: Le BARON FOUNDRY MODEL LAM264 OR APPROVED EQUAL 26" L4- 24-1/4" 29-3/4" YARU URAIIN FRAME 8e GRATE NOT TO SCALE PRE CAST CONCRETE UNIT (APPLICATION OF GRATE SAME AS - FOR 'C" dt CL" DETAILS) ADJUST FRAME -ELEVATION - WITH CONC. BLOCKS OR BRICKS, C TO 12' -7 100"" CAP RISER (VARIES) (VARIES) 24" DIAM OPENING 3 B In it-•- FLOW SECTION A -A YARD DRAIN FRAME AND GRATE (SEE DETAIL) A JUST TO GRADE WITH NOT TO SCALE VARIES FRAME & GRATE TO BE: Le BARON FOUNDRY MODEL LAM264 OR APPROVED EQUAL 26" L4- 24-1/4" 29-3/4" YARU URAIIN FRAME 8e GRATE NOT TO SCALE PRE CAST CONCRETE UNIT (APPLICATION OF GRATE SAME AS - FOR 'C" dt CL" DETAILS) ADJUST FRAME -ELEVATION - WITH CONC. BLOCKS OR BRICKS, C TO 12' -7 100"" CAP RISER (VARIES) (VARIES) 24" DIAM OPENING 3 B In it-•- FLOW SECTION A -A YARD DRAIN FRAME AND GRATE (SEE DETAIL) A JUST TO GRADE WITH D MAX. OF TWO COURSES g OF CONC. BRICK T- I it 2'-0'0 1 /V1/.1/OCTC �I AD TAD 5" REINFORCED CONCRETE N I w MANHOLE SECTION WITH 0 RING" JOINTS ;FLOW FLOW 4'-0" DIA REINFORCED CONCRETE o jw A A MANHOLE BASE l a N M 066 `6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE SPACER tEDUCER I I 6- MIN, 1 BASE PLAN NOTE: r MIN. 3/4- 1. ALL NOTES FOR TYPE C' OR 'CL' CATCH BASINS AS SHOWN ON THOSE DETAIL CRUSHED STONE SHEETS APPLY EXCEPT THAT THIS UNIT IS ONLY PRECAST CONCRETE. VARIES 6' (� 2. FRAME AND GRATE ARE TOWN STANDARD. VARIES 3. APPLICATION OF GRATE SHALL BE SAME AS SHOWN ON TYPE 'C' OR 'CL' CATCH SECTION A -A BASIN DETAILS 4. SEE STATE OF CONN DOT STANDARD DETAIL SHEET 507-H FOR MORE DETAILS. N WHERE TOWN OF S. WINDSOR STANDARDS CONFLICT, S WINDSDR STANDARDS SHALL PRECAST ROUND CATCH BASI TYPE "C" OR "CA! (ALTERNATE) 5. ALL BRICKS SHALL BE CONCRETE. 6. MANHOLE DIAMETER VARIES DEPENDING UPON THE SIZE OF PIPE AT STRUCTURE PAVEMENT I GRASS II - II Ilk IT. CONC TOP S01 BASE SUBBASE 3'-6', MIN. NOTE: FILTER FABRIC SHALL BE NONWOVEN AND SHALL MEC1 AASHIU M200-LV, CLASS 2 FINISHED GRADE WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE SAND BACK FILL OR APPROVED PERVIOUS MATERIAL MIRAFI 16ON (OR APPVD. EQUAL) FILTER FABRIC, 6" MIN. BOTH WAYS (SEE NOTE) 6" MIN. P.V.C. --PERFORATED PIPE HOLES DOWN 3/4" STONE UNDERDRAIN NOT TO SCALE Tel. 860.291 • 8755 Fax 860 291 • 8757VLdw2mwmm MM^ GE DUALS m S DESIGN. DRAWN.• GBS CHECKED.• GBS civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 2282 IDATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: bbs 2282 2282_detoi/s. dW D PREPARED FOR: SHEET T nT nf0p D Mf TrrYll AT VA /'VYT TTV T � !1 LLJl lJl7l7 L L V l" LJ l A %0fLV j°L" STREETL1 i�L LiL l Z 1 VV RYIE T9 SOUTH WIINDSOPLP CONNIEtCTRICUT \ 0� C o \ \ \ \ AN \� . S \ \\ S \� �� STORM MH G v 2\o,2 0 /0 \ \ 1 1 QUT - .� \\ -_-. _ r 0 \ \t�Y \ \\ \ Ilk SCALE 11NCH = 10 FEET 1 0 0 0 0 U.D.--- o CL > w � 0 .75 > PREP SED ONC MOD LAR STAINING ILL #15 TYP "C" CB \ DO BLE G ATE TYP I STA. �15+ 7 rr- - _... I r = 0. 40 INV. 69.2 (30") 15 00 _ r „ LP- 0 175 LF #16 DO YBLE� WAT — 2 1 /2" WATER �� Q _ — TA._>1 �632 0 4" S AN. .I \ TF-i .35 P OP. 10" WATER M IN INV. 76.50 53.00' 73.20 (15") S L. 6" PVC O 0 17/+C1' _ — +CFO H . H BRIC 40N O.A.E.) �000s©so© 53.00' / RETAINING #59 RETAINING � — � `� `� / � --- — \ \ \ \ \ \ \ _ _ _ / / / ' `^ \' I WALL \ SAN MH WALL TW: 8 w _ _ / / / \ \ DRAIN \ I TF` 7-9:3-5 DRAIN BW � ,00 _ �' '�i _ \ \ , - - - _ _ - _ _ i /� ` l� 1 SN ET #2010 \ 90_ r F Z� TW. �80.GG- � -- r / / INV. 75.27 (8) /7`W. 8g• - �/ ' / \\ \ \ _ - TW: 80.00--- 75. 4*-(6' � Bi •/ 7 .00 i i / / iN� \ \ \ Z _ -B W. _79. 00 B�V: 7-4 -0Q)<1'�F , `\ �I�1` F `\ $Q 0 i' F T'W�80-� T�11��0.00 I I \ \ \ �500\i ii��i f �\ 'BW: 76.00 BW: 73.00 ! 116s \` FEZ \ o -< x Z m 53.00' / RETAINING #59 RETAINING � — � `� `� / � --- — \ \ \ \ \ \ \ _ _ _ / / / ' `^ \' I WALL \ SAN MH WALL TW: 8 w _ _ / / / \ \ DRAIN \ I TF` 7-9:3-5 DRAIN BW � ,00 _ �' '�i _ \ \ , - - - _ _ - _ _ i /� ` l� 1 SN ET #2010 \ 90_ r F Z� TW. �80.GG- � -- r / / INV. 75.27 (8) /7`W. 8g• - �/ ' / \\ \ \ _ - TW: 80.00--- 75. 4*-(6' � Bi •/ 7 .00 i i / / iN� \ \ \ Z _ -B W. _79. 00 B�V: 7-4 -0Q)<1'�F , `\ �I�1` F `\ $Q 0 i' F T'W�80-� T�11��0.00 I I \ \ \ �500\i ii��i f �\ 'BW: 76.00 BW: 73.00 ! 116s \` FEZ \ o -< x Z m 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 3 4/4/07 PER APPROVAL COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/9/07 PER TOVVN COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY SCALE 1 INCH = 20 FEET TE CURB LP-AAA` 215 LF 17 #6 0 / YARD DRAIN SAN MH TF. 77.00 TF: 8n: nn / V. 73.50 I N V. 73.05 (8") \ 76.22(6") : 7TW: �� 6 I \ \ \ \ 60 LF? 5" HDP 79Z3 ll �\ �\ @ 0.5% p,FZ g \ \\ 5 FOR WALL DETAILS SEE SHEET P7 FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1—B2 AND S1—S7. ENERGY DISSIPATOR DETAIL nts IN 3" 1 FINISHED GRADE TW: 80.00 L___�- RETAINING WALL zy BW: 75.00-=J WEST WALL FINISHED GRADE r.r nn nn I VV. ou.uu --� z_ RETAINING WALL _ _S L_ L L r- C -- � S S BW: 73.00 =_ EAST WALL RETAINING WALLS SCALE: 1 "=10' APPLICANT, AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELE+ 704-365-3160 LAND OWNERi ALDI, Inc, (CONNECTICUT) 828 SULLIVAN AVE. P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL, 1894 PG. 67 VEIL. 1894 PG. 71 Tel. 860.291 • 8755 PREPARED FOR: SH EE T GRAPHIC SCALE Fax 860. 291.8757 �� � IASM Teo 0"AL Q ,o 0 5 ,0 20 - �� ALDI DISTRIBUTION FACILITY T U IN ) �onals DESIGN. GBS ORA IYN. GBS CHECKED. GBS 295 R ]s Lie STREET civil engineers planners surveyors 1 inch = 10 it. landscape architects • gis • gps JOB No.: 2282 DATE. T 9 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING No.: iobS/2282/2282_T1—T5.dwq soulm VnM80;4 CONM "TIICUT w w 5 vn ry of of w w of > rJa�r� 1.ir� �3 SECTION A —A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH TZ3 MAX. OF FOUR COURSES OF CONC. BRICK FLOW V-0"D _i 16 "rTYP ____1_ — STEP 4'-0" DIA PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS 5" �— REINFORCED CONCRETE A MANHOLE BASE --- FLOW `—CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION B—B REINFORCED PRECAST CONCRETE MANHOLE not to scale Warning tape per Conn. General Statute section 16-345, as amended, placed 12" (min.) to 24" (max.) above the top of the pipe. Filter fabric Mirafi 140N or approved — equal. Overlap fabric 6" both ways. CLAY 6" Slotted 'HDPE' polyethylene pip or as otherwise shown on plans. Install pipe holes downward. 3/4" Traprock or as specified by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. SAND Q� QQ 4�aQ da Q�QZIa Q`d�Q Q� Q'Ci Q N Q v a Q v Q Q QQ Q a . Q 4a Qa Q< .Q �vQQ QQQQ QI � Qa f�'v a'QQQ QQ Q f4 QQ jQ4QQ 4 �a Q Q 4 Q QQ Q QQ QQa a aaaQQ<1a' Q V Q v aaQ4aQ QaQaa< �QQ Q QQQ Q <Q Q Q Q Q 1 Q Q Q Q < <1a a Q Q d a a Q Q Q a< ,CURTAIN DRAIN NOT TO SCALE i DIMENSIONS D B C G H K L P Q R W CU.YDS. 36" 1'-6" 2'-0" 3'-3" 6'-8" 9'-1 1/2" V-3 3/4" 1'-4 7/8" 0'-9 3/4" 3'-4 7/8" 5'-5 3/4" 5.87 42" 1'-6" 2'-0" 3'-3" 7'-2" 9'-10 1/2" 1 7'-9 3/4" V-6 3/8" 0'-9 3/4" S-10 1/2" 6'-7 3/4" 6.67 48" V-7" 2'-6" S-9" 8'-2" 10'-10" 8'-3 3/4" V-9 3/8" 0'-11 1 /4" 4'—. 7'-9 1/2" _9.11 60" V-7" 2'-6" 3'-9" 9'-2" 12'-4 1/2" 9'-3 3/4" 1 2'-0 3/8" 1 0'-11 1/4" 5'-911' 10'-1 1/4" 1 12.43 ENDWALL NOTES: EXPOSED EDGES SHALL BE BEVELED 1" REINFORCEMENT SHALL HAVE 3" COVER WHEN ENDWALL IS TO BE USED FOR TWIN PIPES "L" & "K" DIMENSIONS SHALL BE INCREASED BY O.D. OF SMALLER PIPE PLUS ONE FOOT. ALL OTHER DIMENSIONS SHALL CONFORM TO THE LARGER PIPE. STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12" OF 3/4" STONE. VINYL COATED CHAIN LINK FENCE IS REQUIRED AT TOP OF WALL WHEN H>48". SIDE ELEVATION 4. L I L FRONT ELEVATION CONCRETE STANDARD WING TYPE ENDWALL NOT TO SCALE Stormceptor 32"0 Frame and Cover Grade Adjusters to Suit Finished Grade —� 6"0 Oil 8" a 30' Port 72"0 6" 7" VariesWl'o Outlet 6-0 ce i Min. Drop Tee a CLAY Inlet Pipe 24"0 Drop Outlet P 8" ipe /s r 8" c a 1 Section Thru Chamber 6" Min. STC 900 Precast Concrete Stormceptor NOT TO SCALE (900 U.S. Gallon Capacity) o i u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 71 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/29/2007 PER TOWN COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/9/07 PER TOWN COMMENTS CJC CONSTRUCTION. 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \� IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY Access opening (See note 42) 24"0 Outlet Pipe Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port 6'0 Oil Part (FULL LENGTH) FOR 48" AND UP. >HED GRADE L LENGTH) USE FOR 48" AND UP. DIMENSIONS FOR ONE ENDWALL BASED ON S=D+2 D S H L BATTER B VOL. INS FT & INS FT & INS FT & INS INS & FT FT & INS CU. YD. 15" V-5" 4'-9" 5'-6" 2 1/2" 1'— 11 7 8' 1.45 18" V-8" 5'-0" 6'-6" 2 1/2" 2'-0 1/2" 1.83 24" 2'-2" 5'-6" 8'-6" 2 1/2" 2'-1 3/4" 2.72 30" 2'-8" 6'-0" 10'-6" 2 1 /2" 2'-3" 3.79 36" 3'-2" 6'-6" 12'-6" 3" 2'-7 1/2" 5.45 42" 3'-6" 7'-0" 14'-6" 3" 2'-9" 6.40* 48" 4'-2" 7'-6" 16'-6" 3" 2'-10 1/2" * VOLUME BASED ON "D" AND WALL THICKNESS AT CENTER LINE OF PIPE HAS BEEN DEDUCTED 6'-8" I SIDE ELEVATION FRONT ELEVATION ENDWALL NOTES: EXPOSED EDGES SHALL BE BEVELED 1" REINFORCEMENT SHALL HAVE 3" COVER STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12" OF 3/4" STONE. VINYL COATED CHAIN LINK FENCE IS REQUIRED AT TOP OF WALL WHEN H>48" ro NOT • SCALE Tel. 860.291 • 8755 Fax 860. 291 • 8757 Ulflilr NAGS DI Y n LS nn A ISM i. l��C' nucnvcn. I''OC civil engineers • planners • surveyors uc�iwv: UfT/irrrv: vo..? Lr71Z ncu. landscape architects • gis • gps JOB NO.: 2282 DATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 060741 DRAWING NO.: iobs/2282/2282__ de tails. dwa PREPARED FOR: ALDI DIS'TRIBUTI®11T IA�ILITY SHEET T9 , S R��EYd PREP 84 uPLP�4 i \ )" S.Y. \ �O..T �SO• 32s — — — — — — — — — — — — — — — — — — --�-X__-- \----— — — — — — — — — — — — — — INV. 77.50 #44 TYPE "C" CB DOUBLE GRATE TYPE II $4 0 X #46 50 STA. 1 TYPE "C" CB TF 80.00 STA.3+42.2 INV. 7540 (18") .74.90 TF. 81.85 (15") INV. 76.18 74.90 (24") 82 PROP_ R r-'A a WAMR o" unPE ® 0.57 1 0 LF - 24" HDPE p 0.5% ` y 2" WHITE STRIPE ��v M b5.5 y 3 O.C. TYP. 101 O. 5 J = �n in 1 v 8 80.30 X 4A0 6" DRAIN FOR SCALE 5 MIN 0.5% SLOPE 80.6 x V. NC CURS LP -BB #45 8� 5 TYPE "C" CB X DOUBLE GRATE TYPE II STA. 7+79.7 (100' RIGHT) TF. 80.00 INV. 75.40 TRUCK SCALE & SIGN SET @ ELE ! N/F ANNE McGRATH DORAN (VOL. 64 PG. 247) -------_ 10,S.Y. \ - i ♦ 66 X � t � - - ♦ SA 5 X ----__ --- -�- ---- ------- _ O� ——------ ------ SA= — — — — — — — — — ——--— — — — — —— 3 — — — — — — — — — — — — — — — — - - — — — — — — — X — — 9 — — — — SIGN S - - - - - - - - - - - - - - ♦ _ \ Lo \ \ \ 0 / N \ 8340 0 \ \ \ X S 0 AR X• 6 9p2 IGN KING.. n\N / 0 47 r TYPE "C"" CB X ` \ \ / /' 17 = STA. 3+87.5 a Q � TF. 81.00 °j \ - \ / G // LI y O� INV. 76.60 (15") __ \ / ' J D LIMIT" ___ - ------- --- - --- -- #52 \ X r 'D G" 'i �• 6 S N #48 1 09 PROP. YARD D AIN \ X 3� // , / - SIG �// ' .'j i• TF 5 DRAIN A" STA. 71+26 TF. 8i.00 3.50 R25 25 LF - 15 §ZPE 03.60% 8b' , WV. 880 25 \ —� le 55- RIEMeNT _ - �.Sq 80c. / .;' / E CB 08 INV. 2" CPP)82.25 M 7 S r $y O� o 8244 oycRFTF bb. x82.00 ooti !T\ a�5 i.sq 0 t V. 80.60 ?FF�_ 1'Oq �STAOPg 4YARD DRAIN SEE. ARCH. DRWGS. sy _� IN 82.11.2 5 8 °2 / // 726 X Ito / /� /�• PARKING" 8• IGN +� 15 HOPE FOR PROPOSED IMPROVEM #49 2y0 \f J TO RYE ST. SEE OFF — SIT R D TYPE "C" CB STA.56.E TF. 83.7.75 IMPROVEM T L , INV. 77.93 (15") o-"$0 C162. A STYpF � � SNE� �1725 / / PE / �'iIl Ile / APPLICANTt LAND OWNER AM KING CONSTRUCTION CO., LLC AL1JI, InC, c%UNNEC I ICUI) 828 SULL AN AVE, SUITE 314 2115 RD ROAD P.O. BOX 6 CHARLOTTE, NC 28211 SOUTH WIND OR, CT 06074 24 TELEt 704-365-3160 VEIL. 1894 P 67 E , /TR'ANS VOL, 1894 PG. 71 O MATCH LINE E //' , IGN PARKING X4r TCN LINE SHEET 2 - m , Ea N� , o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 4/4/07 PER APPROVAL COMMENTS CJC 2 3/27/2007 PER WPCA COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS 81-132 AND S1-S7. GRAPHIC SCALE 40 0 20 40 80 IN FEET ) 1 inch = 40 ft. Tel. 860 • 29 1 • 8 7 55 Fax 860.291.8757 �J r UTILITY PLAN DESIGN: GBS DRAWN.• GBS CHECKED. • GBS civil engineers • planners surveyors landscape architects • gis • gps ✓oB Iva: 2282 IDATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWNG NO.: iobS/2282/2282_U1—U5.dwq PREPARED FOR- 1 �HFFT ALDI DISTRIBUTION FACILITY ut 295 RYIE STREET 7 SOUTH WUNDSOR, tCONMIC'I IONIC / or- MATCH LINE SHEEt 3 n� MAT Ct LINE SHEET 1 S�0 ou G GR� MA ET 1 i I I RUCK ROUTE a $ o \\%RICH TURN ONLY s � SIGNAGE (2) PIPE /� •�� ° / BOLLARDS PROPOSED 1 N sy 3 W t � � X '/ / � 9� • � gAi. FtVJE � � r . STORY J / DISTRIBUTION �� N FACILITY FREE STANDING ENTRANCE O GROUND SIGN (24 S.F.) / /, 5 -AA - _ _ WLTH SEASONAL FLOWE ��� C• / _ $ BY OMER / 0` / / / \ 1.00% 30 { I o gh • o �ryh / /�' / 723 846 to ` x86'8705 �, \y° HEAVY DUTY CON RETE PAVEMENT ` TR CK ROUTE X 213' RI T T N ONLY �6 IGNAGE 2p ' 'i � co X/I o s - _ , ORI 4�5 DOUB E GRATE 4 1 YPE 11 U 1 35 LF 15" HDPE _ _ Q n STA. 22+30 0 ®0.5% \ y% � 8A k 6 m/' A / W GHT X FF: (76.OI� \� 1' 78 35 I STOP IGN & TOP BAR X \ V. 73.10 (24") + - 73.10 (15") �3p ` YARD DRAIN "E" 4.00i14 TF. 78.00 1' REDUCER & INV. 73.45 SAN CLEANOUT 210 L F. 6" PVC In 8`0 ^ Inv. 77.67 S = 2.007, - SA TF: 80. .0� w z > > INV. m 6964 483.50' z ? X S I / 7 73.47 (6") F n Cq 8" PVC (TYP.) I F R PROPOSED IMPROVEMENTS pZ - - - Ao51.67' ,•6� ��' TO RYE ST. SEE OFF -SITE ROAD � $ ' --- _ -------------------- ___ _ PIPEo IMPROVEMENT PLA __ BOLLARDS _ m / 2 �N / SN F1721vt C29 O r-i INV. 75.65 (� N 0 < �. r i f n / o it INV. 6" U.D.=74.0 _`AA r F-1 RS x J PPJ a PROPOSED PUMP STATION U.D. R��E \� h � � TF: 79.00 , (2) PIPE GOr\G / PP- �b LL o INV: 68.47(N&W) w B00o RDS 20 F QV�(/OGRE _ S• CRET / / / 82 3 / SN 9 a31 TO BE RE VED 5p X h� X I VAN -ACCESSIBLE HANDt X / ,'x SO rr CON SIDE < RP 7 ( PARKING SPACE WITH SIG X / $ 280,80 x - ----- - -- - - - - -- / 60 LF 15" HDPE- 0 Y PR O YPE .� PR 0 : DISPAT"CTi BUILDINq• 0`b �- \ #19 - p 1 2 WATER , YARD DRAIN goo 3• , BLE, QAT EX\ 0 RE ° 6 TF. 78.00 r- �Et ZO--- G CIS ING A N (� R _ � INV. 7 P 0 � 2 - - -•, _ _ � 8 P N N 76.50 53.00' O C II i i 7 15" 14 6• PVC - _ X�gS 5 0� / ,'i' \ NJ'.l G S BANDON O 0.5% _ I T CUR6� SS LP- J 1S 2'4 6� POLES AND XSERVICEU71UTY It I ill'' 215 LF - 30" DPE ®O. 7 , -AA SNET�#2010 TF, 77.00 TF: 80.00 0f. ELEC. 2 / i 8g' / SN> i ' 717 ` V 50 INV. 73.05 (8") � 1 74. I �p G UnuTY \ l 20.00' O t^ 74.00 $ AND 76.22(6") ET 80.00 � \ E2351T5 73.00E // ;' X S• \ \ \` \ �PNK PROP. PUMP Tw. 8 ` ` 60 LF 15" HOP 79:0 ° I 0 0.5% PR!P t .l BOO TYPE "C" CB DOUBLE GRATE O o TYPE ti �` GONG• x ,�'/' , ' PROPOSED EARTH REINFORCED / 9i PO MODULAR RETAINING WALL STA. 19+56 P TF 78.35 $23 (SE DETAIL SHT T8) ) INV. 71.75 (2¢" / 1 72. o (t " � N j / .x\ ET #1716 3 s \ CO (SEE DETAIL U % .f. , i -A 16 66 74.96(8") \ 80g 2.00X 9? BJbkcR j • Q,G/i/' / �e o p• -- -- / sow 101 S. Y.a 0' IN OP - - --tP4.50'20"W \ \ $O. POE ` RaP�2I 15 SS'10"W 'X X' \ � c4 G , SNET #1715 Fc 4.1g •, - -- \\ HOUSE ,0. NICOLE K. & RNEST--J-. REICHLE (VOL,, 86 PG. 159) NOTES: KIT OF CONNMIIWT` (Va-'6 Pa.9) TYPE OF FLOW METER AND FLUME TO BE EASTECH BADGER MANHOLE FLUME AND EASTECH BADGER VANTAGE MODEL 2200 C\JIN � -LOW LAC-TI_ D WITU AAnnM rR7 Cr-I\ICZnD V Ir\PiJVIVIv 1 \/VV IVII-II-1\ VVI III IVI\/Ii I_I_ I L-�c JLIVJVI\ / / OR EQUIVALENT. TO BE APPROVED BY TOWN PRIOR kT #1714 TO INSTALLATION. -70 APPLICANTI LAND ❑l�/NERI o' AM KING C❑NSTRUCTI❑N CO., LLC ALDI, Inc. (C❑NNECTICUT) 2115 ❑RD ROAD 8 /,'�' P / / QpF�9 eG SUITE 314 �F v CHARLOTTE, NC 28211 9 SULLI99 AVE. VOL. 1 94 PG 67 RT 06074 s / ' TELEI 704E365-3160 SO BOX 699 VOL. 1894 PG. 71 z-cx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 PREPARED FOR: SHEET Fax 860 291 8757 n MUTT mum o LL� u �f z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE n 5 4/24/07 PER APPROVAL COMMENTS GBS - �� �4LDI DISTRIBUTION FACILITY m INFORMATION. ALL EXISTING UTILITIES SHOULD ��EP�E�JJJ���JJ rk BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/4/07 PER APPROVAL COMMENTS cic 40 0 20 40 60U2 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/27/2007 PER WPCA COMMENTS c,1c FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS 131-132 AND S1-S7.�®��� �'p� BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/9/07 PER TOWN COMMENTS GBS ( IN FEET) DESIGN. GBS ORAYYN GBS CHECKED. GBS 295 Y19 STREET civil engineers planners surveyors CONSTRUCTION. 1 inch = 4.0 ft. g p �U3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC landscape architects giS • gps JOB NO.: 2282 DATE �i/22/06 ���, n RRD4ri\T1R�1iRT4A nn.�rnrn.nvrnrrnTrTrrn 1 IMPRESSION PROFESSIONAL AND ORIGINAL SIGNATURE ENGINEER/SURVEYOR. NO. DATE DESCRIPTION B�' 425 `Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 060741 DRAWING NO.: fobs/2282/2282_U1-U5.dwg °y���� ��iV1W°y�JRy lSsl ill1�14n%oILIL%etJA �/ �� ! / / ' / ' / ' /' ' // ' ' / / ' � ' / ' ! � \, ` ` ` ` ` � ♦ ` \ 1 � 1 \ \ \ \ \` ` \ It I I I t1 11 \ t1 1 \ \S ` ' \�\ \ ' _ _ / - - _ \ `\ ` � ` O\ \ / / / / ' / / /' / !''i ''/'/','�,',",' - \ �\♦\`\ ♦\\♦\ ` ♦`_ 1111IJII \t,��\`l� / ``\ _- _- --- 859 \♦`\\\\-�'///, !'/! /' I ` I 1 iiO 8'>' ANNE ►tAcGRATH DRAAN , ! 1' (VOL. 64 PG. 247) -------------------------- S67'44'47„E INCLUDING 1 VAN -ACCESSIBLE % it/i,J�!!'/!/ /, ' ''/�`�/ 8�3\``\\` -_`�`` ♦.;\ \\`\``\\\\♦ ` \ .\\\, \ ♦ // . i0'WATSR PAVEMENT MARKINGS (TYPt0'S.Y .) � _� , , ,; / / ' / ' / \ \ \ ` ` `� ♦ ♦ \ \ \ \ ♦ ` s>.\ ♦ ♦ ` ♦ ` ♦ ` I ! � , OO TO MATCH HANDICAP / �' / ! ! r \ 8 \\ \ `� ♦ `\` \ \ \ \\ ` ` \ ` ♦ ` I 1 ' 25p 94' p6 ® 300 LF _ q8 / , I x \ \ ♦ \ \ \ \ \ \ \ ♦ \ 4 ! x0 ND #37 / a HOP 8 r t ( (^` / l ♦ ` ♦ ♦ \ \ \ ♦ ` / / 3 \- STA. 1 �2' h U ' L DD,' A N LI N / / \ \ \, \ ♦ \ \ \ - \ \ ` ♦ ♦ ♦ \ , t 1 I ! k 5 F '�6 TYPE '6+298 O° v E @ O.S% \ ♦ TY CO ET v VENT / ' / / \ \ ` \ \ \ ` \ \ \ ; \ \ _ ' / \ ♦ ` \ `\ \ \ ` X ROUND CB WITH 3 1 . 2�. ` \ ♦ ♦\ - / , ♦ 8h t I TYPE C CB DBL I P \ ` ♦ \ \ ` _ - - , ' , , 1\ ` ♦ GRATE TYPE I TOP ! 33 r I ! " , ' ' / ' - \ ` \ \ \ ` . ` \ _ _ - / / ` ♦ r X STA. 15+02 �� 33 X 5• r DOUBLE GRATE p0 ! / / / / / / _ _ _ \ \ \ \ \ ` • �\ - - - - / / r ` ` I TF 82.80 0" 85' 56.00 (4) PIPE 1 °TYPE I ' BOLLARDS �_ LNV. 69.22 (3fi.:� i , I I A. r19+ 6 ! % \' ! / / Q _ - \ \ ` \ \ ��� - 1 1 ` ♦ ♦ \ ! / CO 4„ STORM a1. �. / Q� \ \ - - _ \` ♦ . A #57 INV. 81.17 I INV. 77. 1 r '�! / ! / ' ' f a ` ` _ _ INV. 80.00 / ♦ \ \ \ - ---`• \ ' ' Imo. I ' $3O I '13L•' O , ° x - - - - - - PROPOSED 1 - - _ - - _ _ l _ \ _ _ - - _ , / STORY OFF I TYPE t ° ' I RAMP g3S 4" S Inv. 2.00 1 I ro az NV.J81.t7 0 $A30 .• � � j � t\ p0 g2$ 80 / '--- - - - - -- --- J �` coo ! X r a69 8A10 ci ` q6 0 33 CLEANOUT & FF 8 .00 REDUCER � IV w °� r, � j \ m 62 o z Ir x w N 1 m ` 'IC14`4 M B IN 6"U.D. INV. =76.00 ` ( 4" STORM g �' 0 3 87.17 6' �t X 64' C+ 83. R33 OUND C8 t^r�T1-I-' ` _ - \ )� / #35... __ ..._.. \'P>_ � \. `D TYFF��E "CLIP(( TUP ` - _ - - KWJNU cc wish s (2) PIPE [�_]JN-' N t c r \ f STA._6+888�' - END CONCRETE CURB TYPE C CB DBL BOLLARDS 1 a I \\ _ TAPER GRATE TYPE I TOP \ _ X _ ROgp TO MATCH r STA. 12+95.5 S70RM52.90` _ ELEVATION_INV.64.69 _ V.81.17 _____--- U v r � - 1 - - - � 1 --._ '- - � _ - (T�) >- INV. (36" A - - - - - - ---------- -_ I -_-- --- -- - -- - - - - -- 42" HOPE @ 0.5% _ _ ` " HDPE 6 0.5 - - - - - _ - - - 67 69 {A 9S>' - - _ - 6 _ - - - - - _ _ �--- 300LF- - --56( �� #i5\ --- -- -- - - -- 8 4 3 Oa` 'vT - - -/ -- - T- 1`/!-Sa� 5il - - - - - - - - - - CONCRETE , 2 P N T PE "CL' C (2) PIPE 85 gS @ 71 8 <1 , \ SIDE - - - ` BOLLARDS DOUBLE GRA E BOLLARDS • ASP T \ ZIGHT DUTY "I�• \ o / a - _ - - 1 �j0 P MENT CONCRETE #54 #68 h - / - 0 1 25 LF 5" HOP EC 8 PAVEMENT c -PDMH 1' ^ 86 \ 5A� MH @ 0.5% 88 gA g0 g 2�> 5Q TF 85.15 NOPt @ 296, NV. TORM \ x j \ TF 8k 1 -` ' _� INV. 73.10 24 _ " _ X 1 NV. 6.19 ( ) �5' 0 s I�V.` 73. (8) 39 77.43 (18") 126 1F SAN Mk "cP V81D 6"N) _ /' _ $�5O - - TYPE 'C„ CB w 80 DO BLE #5Q PROP. 10" W R MAIN i - - 292 LF. g 73.85 (15" INY�588 84,5 x 85.33 27.92' g533 8b. � - � ^ - o rTi - • \ \ \ \\ r Uj �o' INV 7 .50 � S = 1.55 VIC �,� •. O LIGHT DUTY CO 3 E PAVEMENT STA. 21+92.4 N #40 F+1 i 2t i IF - 8" 0. 130 LF 8" P 5" 3 8 8g S = 1.55X M g2`' xgl' INV. 73.15 PROP. YA DI DRAIN t� \ 1 53 - k 9p 85 90 X p 3 LF - 8" HDPE @ 0.5% (30') TF. 79.00 f.l..I 8" PVC (TYP.} :M2 1 ' 10, I 72.65 (36") INV. 75.50 o85.90 3 33 ss.7o 0 75.37 (15") + e0 $ z \ r E o E o 569.08' ;_ 0 5. x 5.33 I r v m wN nm Noo 18 LF °m o . °o Eo / > �_ 3k �� o > �% > a> N n al _ o 0 5' WIDE E o o ° `.\ r m m ? �`to •r S=2 V z °p N 18' LONG E`o o E E ^ nv. 81.00 i0" FIRE s" o u•• ? � 0 0 o CON RETE CUR A co p> ro _ z. > RAMP n n °� 0 4" R.L. tNV. a\ °� ? JcC." " z z @ 5% GRADE _ > `� � ^ CO INV 25 OP. 10" FIRE SERVICE © R(. w o \ 6P E �j71 AND QLEANOUT 5 x5 w ? rb z �' co z E � \ C��� 24' o STORY DRIVERS s S a iNSTA 6 X4 REDUCER > PROPOSED 1 n �L p0 60 SAN MH CONC.� Lij\ \aStP,O R S � TF' AA 9A 8 IN 0.83 Pan 2 o \�! /t•"/ �/ N N p - gARG71RW1V1 r r Fy,� w 8 \_\ ' 84 ✓ ��/ INV. 80.47 (6") (TYP. 6� Z 4" OW P 4" WA SERVICE LIGHT DUTY S=2.00% INV. 77.50 --- CONCRETE AND CLEANOUT R ° I ( ) ) 6 o 81.50 ? �! " > M IN§TALL 6"X4' REDUCER U (2) PIPE a NV. 77.06� W INSTALL OIL / WATER SEPARATOR AND GRIT SEPARATION / - \ 4 _o D IN ACCORDANCE WITH CT DEP ' GENERAL PERMIT FOR SAN. MH . BOLLARD THE DISCHARGE OF VEHICLE MAINTENANCE WASTEWATER.' S0 LF IN 83.30 6" GAS + g" WA 's. o PROP. 1" WATER SERVICE H / ALL INTERIOR M TO SONENT�OTNO BE APPROVED BY WPCA INV. 73.60 14.00' ONCRE 8" PVC a 8> S=0.47% PIPE o 1C)- Y E ,.C:. CB D LE GRATE a� 5 WIDE ' ` 5 x 1 OLF- X \ BOLLARD TYPE II CONCRETE $�• 38' LONG \ 6� � SIDEWALK RAMP g1' 851 HEAV T&SU +62.6 n \ CONCRET PASl�EQ{0 ' / @ 5% GRADE 1 PROPOSED 1 X TF 78.35 %1 � ROUND CB WITH � / I TYPE "C" CB 7CP STA. 4+69.6 10 GRAVEL ACC SS RIVE TF. 81.20 r STORY I V. 73.50 (30") OLLARD(TYP) :O INV. 63.62 (42") ION DISTRIBUTV`j 74.00 (24") 4 TOTAL s 73.88 r 1 � C� I TYPE 2 RAMP FACILITY os �. x FF82.20 50 LF 15" HOPE' FF':86.00 0 @ 0.5%PROt STORY GUARD = HOUSE \ \ ro n i � � rc 2 32' / \ a y PROP. YARD DRAIN "H" 1 \ L.O V. 77. 0 N0 r /' \ /QO RBSO S / d r i 86 a 1 #42 h TYPE "C" CB rr I X I g�bJ DOUBLE GRATEg I / 6" r TYPE It SAN MH O STA. 24+09 TF. 80.DO TF 78.35 INV. 71.61 (8') O 9O 1.54% INV. 74.60 (18") 73.93 (6') I c33' 74.60 (15") x YARD DRAIN "C" (2) PIPE / 83� g3o0 / 35TL. 7 .95 BOLLARDS qp 5 _AA NV. 74.gg x gA. ' WIDE \ - - - - - 30'LONG \ r HEAVY DUTY CONCR TE AVEMENT I RAMP ♦ 1 X q \ ip - _ _ - - @ 655, r 24' I @5%GRADE ` v - - - - --------- -- 85"0- - - - - - - - - - - - - - - - - - - - \ m $A�� n 85.90 ^ 8590 x v \ - - - - -- -- o a 3 305.58' / v 5 A E z g 40' LONG Q Ia. RAMP g3 $ o 65• I @ 5% GRADE X 839 X I I �o 8A4 \ x X � � /65 gk APPLICANT, LAND OWNER, SAN MH x AM KING CONSTRUCTION CO., LLC ALDI, Inc. <CONNECTICUT) TR 80.00 ! \\ 2115 REXFORD ROAD 828 SULLIVAN AVE. INV. 70.63 o , \ SOUTHX 699 W NDSOR, CT 06074 #22 @ .5 12'" HOPE SUITE 314 @ o.s% CHARLOTTE, NC 28211 TYPE"c" cB J-� #23 _ ! TELEI 704-365-3160 VOL. 1894 PG. 67 DOUBLE GRATE 1 YARD DRAIN "D" VOL. 1894 PG. 71 TYPE II ((( TF. 78.00 _ _ - - - - - - - - - ' ,\ STA.24+35 INV. 74.45 o°I. 67 \ N/rF IN 74.10 (24") ALDI, INC. (CONNECTICUT) 74.10 (15") (VOL. 1894 PG. 67) 7.54% \ / (VOL. 189-4 PG. 71) ! 3 / o \` MATCH LINE SHEET 4 MATCH LINE SHE 2 MATCH ILINE ISHEET � o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO RE 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. 5 4/24/07 4 4/4/07 3 3/27/SVG7 2 3/9/07 1 2/2/07 NO. DATE REVISIONS PER APPROVAL COMMENTS PER APPROVAL COMMENTS PER WPCA COMMENTS PER TOWN COMMENTS PER TOWN COMMENTS DESCRIP77ON GBS CJC CJr. GBS CJC 8Y I-, 1P1.,,"A11, Al", -rnnnnnAntjIn /�C0TICI(I\ATn11IC CC-C-QWrr-TC R1-R') ANfi �1-� t'UK 0UUIVUHK T /HINU I Ur UUR Hr nt\r l,Gf\ I Ir 1\.i/'\ I \II N.' .J L-L- JI ILL I Tel. 860.291 • 8755 PREPARED FOR: SHEET GRAPHIC SCALE / Fax 860.291.8757 n TO OTT P n M 40 0 20 40 $o - �flal ( U LL,U �f IYtSli�ltJV ALDI DIS'TI IIII. QN FA CILITY I I I U3Z ommondI�J ICJ WI■ als --- --- - �ilrt�5 iiSl RY'iiq IC1Pfi9iR) Siq iigPIT9 IN FEET) DESIGN: GBS DRAWN. G&3' I CHECKED. • CiIJS `'9 Lal eyIL MICIZ il civil engineers " planners " surveyorsU1 inch = 40 ft. landscape architects • gis • gps JOB NO.: 2282 DATE 11�22�06 7 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: iobs/2282/2282_U1-U5.dw7 SOUTH WINDSOR, tCONNECTICUT LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEE 4 4_ APPROVED GRANULAR NON- ORGANIC BACKFILL MATERIAL ,' a�` < PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 4•• 12" (MIN.) TO 24" (MAX.) ABOVE .o TOP OF PIPE. SAND BLANKET 12" MIN. PIPE, AS SPECIFIED 1/2 0 D. PIPE a>- -•,.. FILTER FABRIC 3/4" BROKEN TRAPROCK 1/2 00. PIPE _ 9 : . FILTER FABRIC (SEE NOTE) 6"MIN r ca -,'' = OVERLAP MIN. 6" BOTH WAYS PIPE 1' 12" SAND MIN. •`: SECTION T N NOTES: 6" MIN. 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSRAY, PG. M-54 2. FILTER FABRIC SHALL BE NONWOVEN 11' 2'-6- 1 AND SHALL MEET AASHTO M288-00, PIPE - IN GROUND WATER CLASS 2 TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE -a• -a a a. I N,T,S, PIPING TO BE RESTRAINED %TTH RODDING OR RETNMNG GLANDS WATER SERVICES 4" THROUGH 8" N.T.S. APPROVED DWYER GATE BOX TOP SECTION GATE VALVE DIRECTION TO OF AS DIRECTED BY OPENINGS COVER 2'-0•-MIN. >--EXTENSION STEM AND EXTRA LONG GATE BOX BOTTOM SECTIONS WHEN TOP OF OPERATING NUT ON VALVE IS 4 1/2' OR MORE BELOW GRADE APPROVED DWYER GATE BOX BOTTOM SECTION D.I. WATER MAIN A-D.I. WATER MAIN (CLASS 54) M.J. EN(CLASS 54) DS WITH RETAINER GLANDS. TYPICAL GATE VALVE INSTALLATION 12" & SMALLER N.T.S. 0 it a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. SEWER MAIN LINE STANDARD PLUG 90' TRENCHI LIMN 12" 45• 12" PIPE, A' S SPECIFIED I STANDARD BEND, SIZE AS REQUIRED STANDARD WYE, SIZE AS REQUIR 0 ]-- PLAN 2"x2" WOOD STAKE WITH 4"x4"x 1/4" STEEL CAP OR STEEL BAR EXISTING GRADE SAND BLANKET 3' MIN. WARNING TAPE p q pn W J • V Z F qp p ZI Z qp p ppe W w p p p W 4N In q IY W pqq q qp NOTES: 3/4" BROKEN TRAPROCK 1. FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECTIONS DETAIL & PROFILE SPECIFICATIONS. 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A HARDSHIP WOULD BE CREATED THEN PIPE MAY BE LAID TO A GRADE OF NOT LESS THAN 17 TYPICAL BUILDING SEWER NOT TO SCALE TAPPING GATE VALVE TEST PLUG ON TAPPING SLEEVE TO BE ON TOP - W 7 CONCRETE THRUST BLOCK TO BE INSTALLED AFTER TAP IS PROTECT NUTS & BOLTS FROM CONCRETE - REVISIONS TRENCH WIDTH TO BE PAVEMENT OR MINIMUM OF 3' GROUND SURFACE I t 6•-0" MIN. 1 I WATER MAINJ L-TAPPING MACHINE TO BE MOUNTED AND OPERATED BY THE DISTRICT. THE TRENCH IS TO BE PROPERLY DEWATERED AND COMPLY WITH OSHA REQUIREMENTS FOR TRENCH EXCAVATION. TRENCH REQUIREMENTS FOR 1" TO 2" SERVICE TAPS N.T.S. I 7'-0' MINIMUM 6" L- 1'-0" MIN. CLEARANCE ALL AROUND VALVE FLANGE V-6" MAX. WOOD BLOCKING \ (MUST REMAIN) -WA71ER MAIN 1 NOTES: 1. TAPPING SLEEVE & TAPPING GATE VALVE TO BE INSTALLED ON WATER MAIN BY THE CONTRACTOR. THE DISTRICT WILL TEST INSTALLATION PRIOR TO MAKING TAP. NO TAP WILL BE MADE IF THERE IS NO TEST PLUG. 2. TAPPING GATE VALVE TO HAVE HAND OF OPERATION AS DIRECTED BY THE DISTRICT. IF VALVE HAND OF OPERATION IS NOT CORRECT, NO TAP WILL BE MADE. 3. TRENCH TO BE DEWATERED AND IN COMPLIANCE WITH OSHA REQUIREMENTS FOR TRENCH EXCAVATION. TRENCHING REQUIREMENTS FOR MAKING 4" TO 12" TAP ON WATER MAIN N.T.S. 3/4" THREADED RODS W/NUTS AND WASHERS 24" TYPICAL LENGTH r NUT 12 MINI "ASHER � LEN" GTH ALL LACING RODS SHALL JEYE RECEIVE TWO -COATS OF BOLTS RUST INHIBITING PAINT AFTER ASSEMBLY PUSH ON JOINT PIPE ANSI/AWWA EBAA IRON INC. SERIES 800 C151/A 21.11-80 D.I. CLASS 54 DETAIL RETAINER GLAND OR TEE BOLTS /NUTS1 SEE DETAIL- APPROVED EQUAL M.J. FITTING ANSI/AWWA C110-77A 21.10--•-_�. SET M.J. FOLLOWER GLAND -e a) © WITH BOLTS. M.J. RETAINER GLAND M.J. RETAINER GLAND USE EYE -BOLTS, NUTS & WASHERS THRUST RFSTRAINT-RESTRAINED (2)PUSH-ON JOINT RESTRAINT USING JOINT METHODS MECHANICAL JOINT RETAINER GLANDS OMECHANICAL JOINT RETAINER GLANDS AND LACING 03 PUSH -ON JOINT RETAINER GLANDS TYPICAL AL REST RAINED J011N I S N.T.S. 2 3/9/07 PER TOWN COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY c7N/-W GRADE •yIlIII111NIlIiIN IIIIIillll„IIdLI AVC BODY PLUG Wl7H AVC, SCREW PLUG P. V C. BEND AVC. PIPE 45' P VC. Ww WUPAC7ED I SUBGRADE IN LINE CLEANOUT TYPE 1 N.T.S. PIPE SIZE PER PLAN I_-STREET LINE CURB WALK f f - BITUMINOUS ROAD SURFACE CURB BOX & OPERATING ROD ROD PINNED TO VALVE TWO STREET ELBOWS ADAPTERS FROM IRON PIPE (SWING JOINT) THREAD TO COPPER TUBE USING COMPRESSION CONNECTION CORPORATION (INSTALLED - DISTRICT) CURB STOP BALL VALVE THREE PART UNION COPPER COMPRESSION CONNECTOR IF NEEDED) x TYPE "K" COPPER TUBING ADAPTERS FROM IRON PIPE THREAD TO COPPER TUBING USING COMPRESSION CONNECTION WATER MAIN 1" SERVICE TAP OFF HORIZ. CENTER LINE & ALL 1 1/2" & 2" TAPS N.T.S. NOTE: THRUST BLOCKS ARE NOT AN ACCEPTABLE METHOD OF THRUST RESTRAINT IN MOST SITUATIONS, AND WILL ONLY BE PERMITTED IN SPECIAL CASES. 2OR 49' BEND ND c� PLAN 3-WA �L SECTION 90' .ND. Ih Y ELM SHOULD 8E USED WHEN SOIL ANCHORS BASED ON MAXIMUM CONDITIONS ARE STABLE. ALLOWABLE WATER PRESSURE OF 125 PSI CONCRETE THRUST BLOCKS FOR USE WITH 12" & SMALLER WATER MAINS N.T.S. i THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER W/ LETTERS 'CO.' CAST IN COVER GRADE SURFACE AWAY FROM CLEAN OUT ADJUSTABLE HEAD HEAVEY DUTY CONCRETE PAVEMENT SECTION 12' 12' NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING WJSTRUCTIONS. II I SIZE OF RISER PPE PER LOCAL CODES III I III 4W BEND °• 0. • o°• ° !� o • CRUSHED STONE PER LOCAL CODES o•. �o . �o •••°ea b z O. O..° 0 �o 0. 0 0.; o00 �° cOa o•0 u DIRECTION OF FLOW • _: WYE ---PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION CLEAN -OUT (WITHIN PAVED AREAS) N.T.S. FINISHED GRADE 6" TO 12" BELOW tGRADE - CAP OR PLUG STEEL BAR 6" PVC. STANDARD WYE OR 45 DEGREE BEND USE TEE/WYE RECTION OF FLOW 6" MIN. 3/4" BROKEN TRAPROCK UNDER BEND NOTES: CLEANOUT REQUIRED EVERY 100 FEET OR EVERY 3 BENDS. IF CLEANOUT IS LOCATED IN PAVEMENT OR SIDEWALK, PROVIDE STEEL FRAME AND GRATE. SPECIFICATIONS TO BE APPROVED BY TOWN ENGINEER. NOT TO SCALE APPLY FULL DEPTH PAVEMENT ADJUST TO GRADE WITH COURSES OVER FRAMES OF CONC. BRICK OR CONC. GRADING RINGS SEE CAST IRON MANHOLE (SEE NOTE 1) FRAME & COVER DETAIL I (, III =1I Ill ' O _ VARIES 6" TO 12" 4" ' $^ 3> .8.., 4'-O" MANHOLE STEP �12" TYP. (SEE STANDARD DETAIL) + U SEE JOINT DETAIL •4'': _ (BELOW) 1',2',3', OR 4' PRECAST CONCRETE RISER SECTION 4' AS REQUIRED a BITUMASTIC DAMP PROOFING FOR DETAILS, SEE ELASTOMERIC COUPLING 4'_0" MIN. I .'a. . " 4'-0" MIN. AND FLEXIBLE TO JOINT TO JOINT MANHOLE SLEEVE 3/4 PIPE I.D. FLOW CLASS "A" CONCRETE OR BRICK MASONRY THRUST RESTRAINT - LACING METHOD SELF-CLEANING INVERT 6„ INVERT EL. SPECIAL SHOULDER "" '1 ` EYE BOLT IN SLOTTED LACING RODS CLASS ACONCRETE HOLE a . • ` a. Av LACING RODS I Q • K a 6" MIN. j O0 1. NU iER OF LACING RODS IS BASED ON MAXIMUM PRESSURE 3/4" BROKEN TRAPROCK REGULAR EYE -BOLT I OF 150 P.S.I. IN MAIN. REGULAR EYE -BOLT 2, EYE_110 S AND LACING RODS ARE TO BE FABRICATED FROM 4" JOINTS g" & g" JOINTS 10" & 12" JOINTS A-36 STEEL 3. STEEL LACING RODS SILL HAVE A YIELD STRESS OF NOT ELEVATION LESS THAN 36,000 P.S.I. 3/4" LACING RODS* 4. EYE -BOLTS SHALL HAVE A MINIMUM TENSI E S RENGTH OF 7.000 LBS. EACH. 5. 3/4• LACING RODS AND EYEBGLTS ARE UNSUITABLE FOR EYE BOLT PIPELINES 16 INCHES IN DIAMETER AND LARGER. RESTRAINT FOR I6 INCHES AND URGER PIPES MUST BE DESIGNED ON MECHANICAL JOINT DISTRICT. BASIS AND APPROVED BY THE METROPOUTAN IRCT.2 DEGREES MAX. GATE OR FITTING 1 i COLD APPLIED NOTES: PIPE SIZE No. LACING RODS BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 24" 4",6" & 8" 2 - 3/4"0 SEALER BELOW TOP OF MANHOLE FRAME & 10" & 12" 4 - 3/4"0 ROUND RUBBER COVER ELEVATION. • STANDARD LENGTHS ARE 6' & 10'. COUPLINGS MAY BE USED GASKET JOINT * 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, FOR LONGER LENGTHS. -. • CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO THE SPIGOT & BELL REINF. SECTION JOINT TOWN ENGINEER FOR APPROVAL PRIOR ne1= ru A�iIrAI InINT LACING DETAII 3. SEE MISCELLANEOUS MANHOLE DETAILS 'A ""',.A " GASKET JOINT SHEET. 4. SEAL ALL LIFTING HOLES INSIDE AND OUTSIDE • OF RISER SECTION. Tel. 860.291 • 8755 Fax 860.291. 8757 sign U MO�DETAL� DESlGN.• GBS DRAWN.• GBS CHECKED.• GBS civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 2282 DATE 11/22/06 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING No.: iobS/2282/2282_detaiis dwa EXCAVATED TRENCH WIDTH 77 4'-0" (MAX.) (TO OUTER MANHOLE BROKEN TRAPROCK (TYP.) ©ilEdS:l FULL TRENCH WIDTH ORDH PIPE JOMD PLAN VIEW SEE NOTE 03 BLANKET (TYP.) FABRIC (SEE NOTE /14) /--PIPE Y4. OF EXCAVATED TRENCH \--NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS DIRECTED BY THE TOWN ENGINEER. 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. 4. FILTER FABRIC SHALL BE NONWOVEN AND SHALL MEET AASHTO M288-00. CLASS 2. NATURAL LAY DRAINAGE STOPS NOT TO SCALE SECTION B-B CAST IRON FRAME NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. 40�4 O�O TERNATE o @12)0000 El 0�0 ❑ 0 ❑❑ ❑❑ 0 ❑ 000 o00❑� A SECTION A -A CAST IRON COVER CAST IRON MANHOLE FRAME 8e COVER NOT TO SCALE PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY'' U6 295 RYIE STIR I0 is SOUTH WnNDSOPIP CONMCTICUT U7 88 C ] 80 76 72 68 64 60 56 DATUAf AWV 55.00 OO W SEE SHEET T5 FOR STORM DRAINAGE PLAN SEE SHEET T3 FOR STORM DRAINAGE PLAN EXI NG GRADE PROPO GRADE -" _ _ - DETENTION WATER UAUTY i t� PR OSED 10" TER MAIN pROpO 10" WA 42• H E O 0.5% �7--- 300 LF 42" HDPE 0.5% 215 LF 42" HDPE 0.5% 170 42 NDP O 0.5% R ST B WITH E NO1f 6+88 DO E "�" CB BLE GRATE E 1 � ROUND CB WITH OUND CB WI E "C" CB TA 4+69.6 V. 81.20 TOP TFt IN 82.90 64.69 IN 82 00 ' 66.19 STA 1+75 TF: 80.00 INV: 62.1 NV: 63.62(4 76.75(15 ) #32 YARD DRAIN "H" TF: 80.50 INV. 77.00 YARD DRAIN "H" 50 LF 15' HDPE - CBS O 0.5% 4+69.6 M 000 f` 000 N 00 CD OD O co v7 O; W 00 M O OV 00 CV O C4 OD Un OD CV a0 tV 00 CV 00 CD C3 a0 C3 O (� O pp CD 0D C . 00 AT CO C1-GA W O 0000 71M hr0 00 d CMO 7. d 00 CA 11N�� CO O..-M �MD 00 �D O-..CA MMM W h �1M O� 00 MN 00 01�n MM 00 tN� 00 in1N1 d 00 M iii�.rfn MN MM 11+00 tMo tMD 11+50 O 12+00 12+5D ,)inn xinn a+so 4+UU crrvv W i EXISTING GRADE P OPOSED GR E #67 goo 6.2 O8 84 80 - - - - - - - -- _ -- STA TF: INV. 21+96 SO.00 76.60 _ _ _ __ PSMH STA 2 TF. 80.00 INV: 76 f -Tri PROP. 6" GAS 76 72 ATE 68 PROPOSED 10 O WATM qIN SANI7AR : 200 L8" F PVC $= 2 145 LF - 8" HDPE Q .5% 260 LF 36" HDPE 0.5% 70 LF - 0. 0 PROPOSED 10" WATER MAIN 125 LF - 36" HDI E O 0.5% 300 LF - TYPE TYPE TYPE] C' CB GRAZE D BLE GRATE E 11 TYP STA C. 1 GRATE 22+62.6 TYPE DOUR C" 205 LF - 3V HDPE O 0• #36TYPE ROUND CB TYPE C C WITH DBL #37 "C" STA 16+ TF: 81.50 CB 9 TF: INV.- 70 ,1.35 IN 8d 00 73.15 72.65(36") 75.37(15') INV: 73.50(30") r 73.88(18") STA IN 7.35 INV. 4+0 4.6 6 18") 15') TA. 24+09 64 60 APPLICANT, AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEi 704-365-3160 56 STA 15+0 TF: 82.80 INV. 69.2 YARD YAR 7 INV.- " RAIN B" .50 - YARD INV: YARD DRAIN 'C" 4.95 DRAIN "C" - CB ,5 ROUND CB TYPE C CB GRATE TYPE TH BL TOP 25 LF 15' HDPE 00.57. TF: IA 12+95.5 84.95 INV. 68.19(3 67.69(4 ') `) LAND DWNER- ALDI, Inc. (CONNECTICUT) f` W O O Oi m n t0 n ^ t0 m t0 OD O M n t0 t11 O d M M N N O O O O Or d N N M N N M O w to '!' M N O O) 828 SULLIVAN AVE. � W 9 9 9 m P.D. BOX 699 W 00 0) odo ao ao w o� odo d SOUTH WINDSOR, CT 06074 VOL, 1894 PG. 67 VOL. 1994 PG. 71 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 Z o u Z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/4/07 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/14/07 1 2/2/07 \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE REVISIONS Tel. 860.291.8755 PREPARED FOR: SHEET Fax 860.291 • 8757 GRAPHIC SCALE�Q�Q��� ��N 0 20 40 6o �g� ALDI DISTRIBUTION FACILITY L PER APPROVAL COMMENTS CJC PER TOWN COMMENTS CJC IN 'FEET DESIGN. GBS DRAWN. CJC CHECKED.- GBS RYE STREETcivil engineers • planners • surveyors PER TOWN COMMENTS CJC 1 inch = 40 ft. horizontal landscape architects • giS " gps JOB NO.: 2282 DATE' %1/22/O6 1 inch = 4 ft. vertical 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: ObS 2282 2282_PROF/LE.dw SOUTH WIND3034 CON 'CTICUT DESCRIPTION BY - u• • PREP 8� uP�PNO f. ANNE M A H DORAN (VOL 64 PG. 247) - - - - - - - - - - ( 90t� \ \♦ 1'S.Y.r/ / -_-___ CO �✓ •� ` \ `\ I - - - - ' ' rr I ' i / 10, S. Y. 82.3 ♦-- - - - -- 50 r a4� I _ r 8021,9 A 3 + r % 1 1 1 ----------- _ _ _----_ ------- - - - - - \-$8- - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - _._ - - - - - 3- - - - - -\ #44 INV. 77.50 TYPE "C" CB $ 9 DOUBLE GRATE TYPE II 50 STA. 1+79.7 ., TF 80.00 INV. 75.40 (18") 74.90 (15") 74.90 (24") 82 PROP. 6" GAS $ ATER 155 L RE 130 LF - 24" HDPE 0 0.57 l.SB._ � �n 5 2" WHITE STRIPE y- y 3' O.C. TYP. \ D " O 1 I 1n � I 80. 0•A5 0 6" DRAIN FOR SCALE MIN 0.5% SLOPE 80.6 x 0. 1 Js LP -BB CURB #45 8A 5 TYPE "C" CB X DOUBLE GRATE TYPE II STA. 1+79.7 (100' RIGHT) TF. 80.00 INV. 75.40 TRUCK SCALE & SIGN SET @ ELEV X © 0.5% - - - - - - - 5 9 \ \ / SIG \ A / --- --- - - - - LO CL ` X S 0 AR X, SM 0 KING" \ #46 83�0 z \ , 1 \ \ TYPE "C" C8 0 \ \\ , / S STA.3+42.2 TF. 81.85 INV. 76.18 ~ TYPE "C" CB S 17 x STA. 3+87.5 co 7F. 81.00 / G� , 1 LIGH INV. 76.60 (15") 1.5% ° = 76 1g) TEMP. SEDIMENT BASIN (TYP.) 3 - DRAIN A ` ' - -TF. 81.00 /.09 PROP. YARD D AIN \ '' / X \ S G G" �C S N D LIMIT" - - - INV. �3.�0 I `�� STA. 11+26 R25' 25 LF - 15 1�PE0 , Y OVTY , CONCRETE Aq � - _ , �n S �S9 Y• 0 CCti 5200 C��T . 80.60 - _ - SEE. ARCH. DRWGS. PE M CH LINE SHEET E2 o -< x il 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE I OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 4/4/07 PER APPROVAL COMMENTS CJC 2 3/9/07 PER TOWN COMMENTS GBS 1 2/2/07 PER TOWN COMMENTS CJC N0. DATE DESCRIPTION ( BY >�Sp oG e TF�Q e •C �6' �y! 6x Cg c, 1h. 1. sq gAyS 1. Sq #49 TYPE "C" CS STA. 6+56.6 TF. 83.75 INV. 77.93 (15 80.00 (75' 11 HOPE 0D.511. 250 LF ti'/ FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1-B2 AND Si-S7. #51 1.0= PROP. YARD DRAIN STA. 9+11.2 82.50 IN 79.18 FOR PROPOSED IMPROVEM T TO RYE ST. SEE OFF SIT R IMPROVEM T ALA �o o�\ TF. 83.50 , r , , / e0 ,TSB r E CB 08 / / / NON.• \ / INV: 2" CPP)82.25 7 / ate of Connecticut Soils Legend 21A Ninigret and Tisbury soils 'b' 0 23A Sudbury sandy loam 'b' \ / 27A Belgrade silt loam 'lo' 28A Elmridge fine sandy loam 'c' Elmridge fine sandy loam 'c' S T 726� 29A Agawam fine sandy loam 'b' 36A Windsor loamy sand 'a' PARKING" 36B Wind l d ' ' IGN \ I / SNP #1725 j / x 10 #1 24 / / , / / / /i , ' \ /TRJhN S -, i,ii , ,ii „ � -- DAPKINJ . 4E S/HEWS //%%�/ GN sor oamy san a 103 Rippowam fine sandy loam 'c' 107 Limerick and Lim soils 'c' 108 Saco silt loam 'd' 109 F(uvaquents-Udifluvents complex, frequently flooded 304 Udorthents, loamy, very steep 306 Udorthents-Urban land complex 307 Urban land W Water APPLICANTI AM KING CONSTRUCTION CO„ LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEI 704-365-3160 LAND OWNER, ALDI, Inc, <CONNECTICUT) 828 SULLIVAN AVE. P.O. BOX 699 SOUTH WINDS❑R, CT 06074 VOL, 1894 PG, 67 VOL, 1894 PG, 71 Tel. 860.291.8755 PREPARED FOR: SHEET 4�0 9� GRAPHIC SCALE Fax 860 291.8757 EROSON COUI MOn � n ^n 0 20 4 s (mow w L� �(LJ��j�J ALDI DISTRIBUTION FACILITY El ( IN FEET) �-nows DESIGN. GBS DRAWN.• GBS CHECKED.• LRG 295 YIE STREET 1 inch = 40 ft. civil engineers planners surveyors landscape architects • gis • gps - JOB NO.: 2282 DATE.• 11122106 •425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut U6U/4 W%e%w "AL& r�si,� Rw�a liEt`1TTr" � DRAWING NO.: iobs%2282%2282_E1-E5. dW9 � V MATCH LINE SHEE. 3"&6'SB�' MATC LINE SHEET E1 _j� 1$ TRUCK ROUTE ® RICH TURN ONLY o I 1 5° I SIGNAGE PE 00 BOLLARDS PROPOSED 1 om I G GRE MAT I °° `� OpP,VEM N� i /TRJhNS , PA , STORY J �\ DISTRIBUTION ♦ / / , '/ FACILITY FREE Ti(1Q l" E"9Ra1TE 1Q WT OUNOASI NALZFLOWER3 L -A - _ BY OWNER 1.007 b\ to g4• Nh �/ / 723 g2. I -FF N n 87.05 HEAVY DUTY CON RETE PAVEMENT \J% 7R CK�ROUTE / � 213' ` ` RI 7 7 • . � ONLY TEMP. SEDIMENT BASI �� co UC ON N NICE PAD S� %' / (OIR CT C STRUCTION ~ ,+ # 20 c�i I ' - ' - - - - - - - AFn OVER PAD) r:. • / / M p TYP "C" CB +u � DOUBLE ATE m0 -t 35 LF 15HDPE A7' i\, TY II /-� " $h ' 0 � a --_ ---- _ __ / k6 ••r / / FF: 86.00 ,� S� TA. 22+ ®0.$% \ y% _ ' - � STOP IGN A, TOP BA x W IGHT W • r : i 'i n TF 78.co 35 _ cc YARD DRAIN "E" #64 30RED J TF. 78.00 \ 1 AN CLEAN R & II INV. 73.45 A #6 2 • I , // , ' �5 E " \ " 4 SAN CLEAN T 210 L.F. 6" PVC � I ^ Inv. 77.67 S = 2.007 - SAN 0 # TF: 80.0 a21 INV. 69.64 ( 7 8 + ' o� ? (6 j I ° > x 3y /0 86 49i --� � 483.50' 1 co z 73.47 ") j4 I/ ' F •. 8" PVC (TIP.) $1'6 �> s1 s7' I F R PROPOSED IMPROVEMENTS I �$ 9 _ TO YE ST. SEE OFF -SITE ROAD _ °--------------------- _ IMPROVEMENT PLA p �� i ,✓ X (7) PIPE o t 721 SNE BOLLARDS # #29 0 ¢ I GpS/ / / / • 'n}I J INV. 75.65 �r / I o ' V) ? l N/ 4. / � 9y j � cL Lu t�I \ n x DURING IN1 L S IPPING 0 . TOPSOIL aLj V) a $ 3 FROM DISTRI iION AGILITY OUNDATION, I .I o? Ix ` ESTABLISH TO OIL RM T T p I` 0- TO WATER QUA /DE X + F�NTI Nq 0 / \RS A`� V o I " PPJ a PROPOSED PUMP STATION o(C U.D. G00CF �OME� �� 00 n INV: 68. 0 N z �� PIP ( &W) ` a TO BE RE VEO c 19 yp x I° x x�9 ' / 3 VAN -A 82 , , SN 9 g3 CCESSICE WITH SHANDI p x � Fig 30 � 'CON SIDE K R7 � - I � 'PARKING SPACE WfTH SIG � $p�, ••� / , p.s �� 280.80 x -- _ -$, ---,- - - - - -- �' - / 5� 60 LF 15" HDPE � - ` �'t�s�- ••�.. _,_. _- - -.-- -� -1`�`` \ / , ' � / �E��-5 P Y Q #q 6 N OF.1 SIURY TRUCICO - - - - - 9. t` DI 1 PR p YPE _ PR DESPATCH BUILD �� �_ PL BLE~RAT X\ RE 2 1/2" WATER Rp° \ YATF.RD DRAIN g� A. 3I (O OE co 4.. SAN. �h p 6 N �� NV. 78.00 \r\G Mp�Ep Bp �2 �' - , JC INV. 76.50 53.00' A0 `o r / - �1e" G 9• .. OP. 0" W TE M IN g5 5 ♦ � 6� ,, , \NJ I _ 0.5% '� _. , 2 48 VC ON BANDON EXISTIN UTILITY 215 LF - 30" DPE ®0. POLES AND SE E SNET�#2010 7F.RD7D OTF: 80.00 AIN SAN MH o ELEC. �p �' { / ' PT 1717 ,':` 80.00 , , /I I �V 0 INV. 73.05 (8 k- 7-4.A0 A ADO F\ NG UNLITY 20.00' ET '` 9 AND R E 73. // ' x$_ \\�\�\�\`. ♦__ ._ .. PROP. PUMP B rW: \ �� \ \� --%bU LF 5 HDP 40011 AID CID C, TYPE "C" CB DOUBLE GRATE �� O NC• , / TYPE II �� All' X PROPOSED EARTH .1-1. no..tu / , STA. 19+56 MODULAR RETAINING WALL TF '78.35 �cu % ` ' / �9 DETAIL SHT T8) INV. 71.75 (24") y / ' 72. SF-J:T / '.�z / ET #1716 NCI � .�,R \N / S ., \ \� jb 2 :s 6 \ CO (SEE DETAIL U7 40 FVO / Op / N JG �y6 ` \ S a 14$ q � O G• ' X IN AL LRY_/ 88.82' �� - _ TOP -Na4-50'20"W \ 55'10 $O E PRPOE G 8 "W X\SA\NG ,SNET 1/1715 NOOSE�1 /p�6g/ i 1 x'k00 NICOLE K. do RNESJ MCHLET (VOL. 86 PG. 159) JQ / 'STATE OF CO -72 -70 -62 Q -64 62 , State of Connecticut SVlls LCgend 21A Ninigret and Tisbury soils 'b' 23A Sudbury sandy loan 'b' 27A Belgrade silt loan 'b' 28A Elmridge fine sandy loam 'c' 28B Elmridge fine sandy loam 'c' 29A Agawam fine sandy loam 'b' 36A Windsor loamy sand 'a' 36B Windsor Loamy sand 'a' 103 Rippowam fine sandy loam 'c' 107 Limerick and Lim soils 'c' 108 Saco silt loam 'd' 109 Ftuvaquents-Udifluvents complex, frequently flooded 304 Udorthents, loamy, very steep 306 Udorthents-Urban land complex 307 Urban land W Water APPLICANTI AM KING CONSTRUCTION CO., LLC 2115 REXF❑RD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEa 704-365-3160 LAND OWNERt ALDI, Inc. (C❑NNECTICUT) 828 SULLIVAN AVE, P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL. 1894 PG, 67 VOL, 1894 PG. 71 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS GRAPHIC SCALE 40 0 20 40 80 ( IN FEET) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 ���y,y 1ER081"HON_____ ����� civil engineers •planners • SU!'VeyOrS landscape architects gi5 gp5 425 `Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 �j�jj ((jj PLAN _ CONTROL tROL U-ISAN PREPARED FOR: A T nT nTC "i 112T T?'TnAT JVA l''TT TTY L1L�LJl L./lV L AVA"V L AVL ♦ .1 �1VLSSL L L �`�j ((�� j�'��jj�°° 295 RYIE STREET SOUTH WIINDSi C®NTIECTECtUT SHEET o i< x Z m 4 4/24/07 PER APPROVAL COMMENTS GBS FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1-B2 AND S1-S7.���� 3 4/4/07 PER APPROVAL COMMENTS cJc DESIGN., iiBs DRAWN.' GBS CHECKED. LRG 2 3/9/07 PER TOWN COMMENTS CBS JOB NO.: 2282 DATE:' �%/22/r76 1 2 2 07 / / PER TOWN COMMENTS CJC DRAW/NG NO.: ObS 2282 2282_E1-E5.dW N0. DATE DESCRIPTION 13Y V t l i v v 1 1 l l I 4 1\ - Vd PROP - � RE`I1E r. , •/// , �, ,' i'� / / \ `\ � �� `� � ` ` V 1 1 1 j Y I 1 1 1 1 1 t t1t V \ 1 1 � 8�' /k- ���;P • , , / , , I i � i i / � / ` ` � ` � � � \ v � \ I 1 1 ' 1 1 1 Y ` 1 1 1 1 1 I 1 t Y , 1 / � a• 5• ANNE MCGRATH DORAN \ / ` \ . . I I 1 X % (VOL 64 PG. 247) - \ \ I ___ 1`7 / S67'44'47"E \ / INCLUDING VAN -ACCESSIBLE IN 1 _ r 10" WATER MAIN -- . 10' S.Y. / `/ / / / (X \ _ _ \\ v ` \ .� 1 ` \ v \ ` \ ` ✓ \ / PAVEMENT MARKINGS (TYP.) 7o. �.. �. MATCH HANDICAP _ - .�•• 00 37 r v 3 Lf #_ ., HOP 8aa ` . v v v \ � \ ` is � 7 / 36 TYPE „�, CB N E fl 0.5% 8 ' / / ` ` ` 5 `F STA. 16+29 Xg2� ° UTY CO ETE V MENT ` ROUND CB WITH INV./ / i/ ,' ,/ \ ` `\` \� \\ " / / r \t \\ ` \ \\ \\ ` \ \� / I // X S3g0 S 55 I 2• t ` \` TYPE C CB DBL r GRATE TYPE I TOP ;. 33 PE CB B X 85 DOUBLE GRATE Op STA. 15+02 Q> 33 L TF 82.80 4 PIPE TYPE I % ( ) 156.00' () ( A. 19+33.6 INV. 69.22 36" I BOLLARD TF 80.70 (k #57 CO 4 STORM r 1 INV. 71.35 0 I INV. 80.00 I 6� ll ` ` t INV. 81.17 0 f 1 PROPOSED BL � BL 1 S� AO POSED 1 LP -CC STORY OFFI TYPE t g i LP -CC RAMP g3 I 4' SN 1 I w . .77 4" STORMInv. 2.00 ] ll 11 z IINV81 in to I i I' ----- ---- - 8 I J/ `\ 1 f 1 X I,/ r I 8 I REDUCER S g6,p X 6 � \ M t ,•`o / / o33 CLEANOUT 83 I , � / 40 I, 00 I I \ m 82� Q J r \ X I I N I B IN 6"U.D. INV. =76.0 U w / rl / J y J J f \ 11 I I \ . 4..STORM V, 81.77 I 0 S35p 64' �\ ✓ Io - - - - - - - \ \ it / . ' 110, #33ASArOp Qo 6„ ev `\ g66 ' ROUND QB Wy)1t+_ _ ��/ ` J r #35 Q o I \ TY E ` 8 TOP ROUND CB WITH 24' �S• (2) PIPE g5 N ST 88 ` v 8a• _ 8� - _ 1 END CONCRETE CURB r / TYPE C CS DBL BOLLARDS x I I `"I 82.90 X 1 X - 1 _ TAPER TO MATCH I GRATE TYPE I TOP 1 I \ / INV. 64.69 ,` - f - - - - - - - - f20AD ELEVATIO T )+^ "� 1 STA. 12+95.5 r ..� ,� ` .� ... �. 91.,( '�. - - TF 84.95 4" STORM _ 'o \ �"`� T'� �.-.-.� �.: - ... s.."' �-- r - _ . � - � - - - - INV. 68.19 (36"� ,p INV. 81.77 - - _ _ V 1 ✓ •-" _ _ - 42" HDPE ©OTti� '.' '� r L '_' - -- - 67-.§9-(-4 `fl9. - - - - - - - - - - - - O . -- 300 LF - 4 ' _HQPB 6 0.5% 56 ( - �\ � P-C a Ia 'Si -� CON - \ f / 2tGHT DUTY �0 CRETE SIDE g0 q 4 w (2) PIPE a T E "CL" C Q) PIPE 8 S v g BOLLARDS DUBLE GRA E BOLLARDS P SPMENT CONCRETE �� 54 \N 5 I / ' ' o TYPE I ` 8 PAVEMENT -PDMH b6� #6 86k _ _ = I 25 LF 5" HDPE 83 `� g6% 4" 'ORM I / SA 1H g - - 0.5% r ` -� Tr n o2 1 a,Sp °JZ Sp TF 85.15 pE Ca 2' INV. 1 X TF 4.99 X 190 86 n ga I INV. 73.10 24" NO X _ X 77.43 (18") 6 LF SAN MH �� �.tC 6"N) - - 80 / _ �50' - TYPE "C" CB ( ) 15 70 xS I4.75' 27.92' 33 `II�3.3 (8'") - / r _ - - DO96LE I r 3 PROP. 10" WATER MAIN 12 ` #5 - 73.85 (15" TF 84 9875.7 84,5 85.33 g5 M o W "�'' o CO t - _ 292 L.f. 8' PV INV. 75.78 ~LIGH7 DUTY CO STA. 21+92.4 NV 7 .50 8" 0. S = 7.55% - 130 L.F. 8'" PVC 5" �� E PAVEMENT #40 INV. 73.75 (30") / TF. 79. '-7 I g33 - 8 _ x ' 8s'90 85.90 X ' 263 LF - 8' HDPE O.Si h - 82' XS ' �- PROP. YARD, DRAIN f•+•i i1 ps 1 1 - 3 8�. Scj3 8" PVC (TYP.} °� L A' 72.65 00 ( J p, ) g5• � 33 i 10' � (36") _ INV. 75.50 W u I o fi o D _ X 5' 3 75.37 15' a o o s 85.)0 3 3 85.70 o ( ) Y I ,n o� I E o E o 5' X 8 G J' SB i I \ OJ wN m� <i 0 \\^18 LF °� �> 00 569.08' Eoo o n 1 5.33 S,33k o .i. _ ! _ in E - 6" SAN CON RETE CUR b` J I o > Of > 6„ PV N b �� o- o 0 5' WIDE E o o N �l 0 \ °� 5=2. % z > nm 18' LONG oo Eo 0o E ` n }�� 0 o� z z > RAMP o N Inv. 81.00 CO �n� . 77.25 \s o u R CO - m z ® 5� GRAD : '0 j OP. 10" FIRE SERVICE Q p5 D 1 NSTA 6'"X4" REDUCER 5'XS' � z > 00 z z E �j 24' = PROPOSED 1 R5 p 4" R.L. INV. 77.50 co \ �t p0E 60 S MH CONC. ��.,...1� AND • LEANOUT � z i T 84.98 6"' IN 0.83 PAD o SZ 8 FF 0 o ICATALL 6"X4" REDUCER $1•SG a INV., 80.31 8" S4 80.47 (6") (TXP) g� LF � 4" CW � P 4" WA R SERVICE LIGHT DUTY N w / S=2.00% 00-INV. 77.50 - CONCRE AND LEANO T an (2) PIPE \,, PAV h INV. 77.0 ( 1 s• J P P. 1YATE SER\ CE z U 6" GAS PROP. 6" WA Q SAN. MN \ o BOLLARD I o / 50 LF TF: 83.30 - '' v r t 8"' PVC INV. 73.60 74.00'-ONCRET ROD,. 6 G' S p' S=0.47% 0 5 WIDE RAMP $`'? X \ PIPE j ��12 Y E "C" C8 .... X 1 0 LF - BOLLARD DO LE GRATE CONCRETE 1 TYPE II 81- Ul g�61 $5� HEAV T6U� +62.6 SIDEWALK n #31 \ Cs 5% GRADE 1 / PROPOSED 1 X CONCP•ET PA�MEQfO I r .,.. �✓ ROUND CB WITH � r ` TF 78.35 %' A TYPE "C" CB TOP STA. 4+ TEMP. SEDIMENT BASIN (TYP.) �\ TF. 81.21 1 STI(JRY 1Q -RAVEL ACC` SS RIVE NV. 63. 1 i I V. 73.50 (30") OLLARD(TYP) �pO s/�` 74.00 (24") 4 TOTAL $� �D (42'") DISTRIBUTION 73.88 (t3") 3 6 A*�+�� . T 1 .17' o FACILITY TYPE 2 RA 1P FF 1 D s��..o 'f X * 82.20 FF,:86.00 o I 50 LF 15" HOPE I � t � � X ® 0.5% 81 p 1 , PROPOSEP 1 X 15 I �S B- J \� a STORY GUARD S 2 1 m I PROP. YARD DRAIN (/) TF. 80.50 ..1 ' INV. 77.00 W 1 as N I X r 1 / 1 I I 1 r Sr a 1 r I X 1 j. =oo, \ I Xg3S0 (2) PIPE a3g BOLLARDS X 0A 40 5 ' WIDE 30' LONG RAMP r 24' I / / @ 5% GRADE ` r X X n y A6� g5.90 r. 8`�90 � 1 0 = ROUSE 2' � v ' J I • a l0 \ R5p• 1s #42 TYPE CB �. /� I A / \ DOUBLE YRPETE 11 SAN MH ,D I/ 1 STA. 24+09 , I� TF: 8n_nn TF 78III +, INV. 77.67 (8") INV. 74.60 (18") 8") {� SB 1.54 74.60 (15") 73.93 (6") YARD DRAIN "C" ' m -AA TF. 78.00 1 HEAVY DUTY CONCR TE AVEMENT INV. 74.95 _ $a. 35 LF 15" HDPE- - - LW o I 305.58' y � - -'_ _-- _ - � Lj � I 5 'WIDE Uj 0 40' LONG 0 - 65' RAMP g3 8 1 Q 5% GRADE 1 \ 85 9 uu� I I 1 o 9 t6� of q NIA F_ #65 " APPLICANT, LAND OWNER, / I N MH SA TF: 80.00 AM KING CONSTRUCTION CO., LLC ALDI, Inc. (CONNECTICUT) INV. 70.63 ` 2115 REXFORD ROAD 828 SULLIVAN AVE. 35 LF 12" HOPE / C', \ SUITE 314 P.O. BOXAA 699 #22 @ 0.5% CHARLOTTE, NC 28211 SOUTH WINDSOR, CT 06074 TYPE"C" CB -#23 o - DOUBLE GRATE I YARD DRAIN "D" TELEs 704-365-3160 VOL, 1894 PG, 67 TYPE 11 TF. 78.00 I VOL, 1894 PG. 71 STA. 24+35 INV. 74.4s 6 _----------' ' TF78.35 r 511. N/F IN 74.10 (24") ALDI, INC. (CONNECTICUT) 74.10 (15") (VOL. 1894 PG. 67) 1 54% ' I \ / (VOL. 1894 PG. 71) 5 SB II II b � r n �E� o rr MATCH LINE SHEET E4 MATCH LINE C"11111 1' o{x Z m 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 4 4/24/07 PER APPROVAL COMMENTS GBS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/4/07 PER APPROVAL COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/9/07 PER TOWN COMMENTS G65 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION I BY I FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS B1-B2 AND S1-S7. GRAPHIC SCALE 40 0 2D 40 BO (INFm) 1 inch = 40 ft. �- Tel. 860.291. 8755 PREPARED FOR: SHEET Fax 860.291 • 8757 �O�DOw �1 �Ownn�On PLAN ANnn 1� I� ALDI DISTRIBUTION FACILITY E3 DESIGN.• GBS DRAW. GBS CHECKED. • LRG 295 RYE !se STREET lL EET civil engineers • planners • surveyors landscape architects gis • gps ✓OB NO.: 2282 DATE 11�22�06 Mill Tr1Ri 71fN� li�St(�11R_ ER'`_'i<`iffil(7'11' 425 Sullivan Avenue, PO box 1-l67, South Windsor, Connecticut 0e0/41 DRAWING NO.: %obs/2282/2282_E1-E5dwq 1 (VOL. 1894 PG. 71) 12" MODIFIED RIPRAP - - - - - - _ MATCH LINE SHEET E5 . , MATCH LINE SHEET E3 ♦ ter` o \ t ----- - - - - -- 0 L ` �\ , z \ a --- ------------------- �� :\-- - - - - -- \ �- 000 ♦ \ gA.6� 5 ' WIDE ♦ 38' LONG RAMP � ♦ OE PROPOSED 1 ---a�_�y �`� 24' + STORY \ �` ♦ �� o DISTRIBUTION --- \ M FACILITY - ------------- PROPOSED DUMPSTER COMPACTORS UND CB ' WITH ` ` �6� ° ° r` o o E a E X N r: v, `PE CL" CB TOP o N N A. 4+45 \ ♦ = > > o N £ d E N X�3 �a `` INV.TF 762.23 , ♦` ` m? Co? �z 00Z 299.50' Co coZ �; n��r, n^ °�r, oo^ o� o� E� E z - � - > > _ N r, r; o d ` \ ♦ \ g�•6� ,6 I o 0 z o z Co z Co z 483,50' z : z �^ N^ n a X (off x Co - co _ co _\�,-� _ - - - - --- `` +t ♦ � I 8.� PVC (TYP.) o� - Cp z F 82.00 ' �1_ ' �`� � ` \ ` � �'I.2 \ ♦ ♦ � ` \ 255 LF - 18" HDPE @ 1. % r`i - #25 #26 4" SAN 8 120 LF - 15" HOPE Q 0.6% 0 - _ PDMH INV 75.Co I, -� X O / \ \ t \ \ ♦ 0 b Inv. 77.92 O 358 LF - 24" HDPE ® 0.77 \ ♦ `80\ ii TF 81.40 DUPING INITIAL STRIPPING OF TOPSOIL 6 " Storm o 6 "Storm apg = INV. 71.210 (118' OUT) ` INV. 77.92o PDMH ^ FROM DISTRIBUTION FACILITY FOUNDATIaN, 77.92 0 �c / , ` _ _ `�` _ _ - \ ` ♦ ` ♦ \ 75.42 (s") TOT'WATER QUALITY/DETENTION ASBLISH TOPSOIL BERM TO DIVER N1.24 RUNOFF IN 870.1 INV. 70.10 (30") �- ' ' ' i , r ` /� ' _ , ♦ \ \ Rg�N \ t �� 40.00' 0 #58 73.15 (24") f�� , l / - PERS ♦ J H pX CLEANOUT & 4.90 (15") X r ' / ' \ J k� MPS O �\ \ rn HEAVY DUT CONCRETE PAVEMENT p ✓ ap9g REDUCER \ r /\O R R `'S ♦ ``\ kg0'74 0 p BOLLARDS IPE 17-1 s �� 1 --{ CS ' I / ,' / ♦ \ tk 0, `♦ a - BOL AIRDS r S INV. 6" U.D.=72.00 17 � 99 C Fri J r lT \ � ♦ U.D. � \ v n. L1J / , ly 5 ♦ \ HEAVY DUT♦ \ / w ASPHALT CONCRETE r ^ IP VEMENT PAVEMENT ♦ ♦ \ `` o U.D. V / i \ \ `♦ �p� // C rS I 80 ♦`0 gooter'rsow r. �. ~r +�r Sri ..r �a a (4) PIPE N v Qr < 0. ♦ "0 BOLLARDS H 80, Cr ul UpCARO RfV/RW `I ♦ �og�, vv 6" �Co PIP 72 ♦ o •�`� X c, 8 T$ P. SEDIMENT BASIN "TYP o 80 $ B LLAR S 1 \ O q ``rq♦� ROUND CB W17 TYPE "CL" CB � 1- E DBL GRATE -1�o 0 T 9 I ^5C�0 ` \ I \ \ i TYPE I V. 735 STA. 7+59 8fl - 1 m TF �� ` \ ♦ ' V. 63.81 YPE ` x = ♦ C Q 13 OUBL GR E ISTIN BARN DEERS TO ERE OVED ` PEPRC6P I \ �. ` � � X m i n. TY•,„�-- - �►1 i ii , i \ \ \ ` 60U6 E GR TE I TA. 50 \ MOD LAR ETA1N G W Li ', TTAE I7+5 I V. 6 .76 ( ,.) �. i i i TYP Z "C., CB 7 4 , , 6 26 (3 ") +' \ DO E G � \ ` ♦ � � - 190 LF - 48" HDPE Q 0.5% F x� 200 4 HD E @ 626 B'ATE ,�y¢ I IN _ 20 LF - 42'" DPE 0.5% ��• 3 S 1'S� TI w ` �SWALE TO GRAIN i I ` ECF'�� PROP. 10" WATER MAIN g ONC:RETE CURB �+_ 5 L - 3 HD 5% �9. .gyp 1� LP -AA _ _ - ---- - -i i '�'� -i i --i z i .� i _ _ _ 1 °LP -AA LP- �a F HDPE 0.57 ` ` - - - - , t + _ + \ (/ -�!(,i I'CIAINING`�- \S Y. \ / / / 304r r �� ' ` S�JAN MH DRAN TW: 80.09 - , ROUND CB WITH 1 t i i , \ ` TYPE „C,. CB ' r r -\� ` i41r 00 ?� t INV. 75.27 (8"') TN/ �0 00 / 8 _ TW: 80.00 \ �g.2 + , i , \ _ 7�.�4-(f. )l ' BTV� 7G,.gD 8V> 79_00 B�"J:- 74.80 , DOUBLE GRATE , I �V: ,7Q , T14:�0.00 _ \ OP , \ `\ !9a \\ BW. 786 00` - �BW:73.60- / X r r t \ � \ 8W -TM, - - 64.76 (48") �\ -INV. 65.26 (42") 74.85(15") -- - - - -- - - -�- _ - 66.92 (18") R�tIFW ARE N62'07'20"W _ r r \ \ \ , l - r ! ` _ - - - - - - - - _ , i i r ' , - , , / / ' , i P Ic zap.,' STATE OF COONNECTICUT / i r,' / (VOL 625 PG. 469) , \ - - _ , , N66'52'00"W State of Connecticut Soils Legend 21A Ninigret and Tlsbury soils 'b' 23A Sudbury sandy loam 'b' 27A Belgrade silt loam 'b' 28A Elmridge fine sandy Loam 'c' 28B Elmridge fine sandy loam 'c' 29A Agawam fine sandy loam 'b' 36A Windsor loamy sand 'a' 36B Windsor loamy sand 'a' 103 Rippowam fine sandy loam 'c' 107 Limerick and Lim soils 'c' 108 Saco silt loam 'd' 109 Fluvaquents-Udifluvents complex, frequently flooded 304 Udorthents, loamy, very steep 306 Udorthents-Urban land complex 307 Urban land W Water o n ii 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 4 4/4/07 3 3/9/07 2 3/2/07 1 2/2/07 NO. DATE REVISIONS PER APPROVAL COMMENTS PER TOWN COMMENTS PER IWA COMMENTS PER TOWN COMMENTS DESCRIPTION CJC GBS CJC CJC BY [FOR BOUNDARY AND TOPOGRAPHIC CERTIFICATIONS SEE SHEETS 131-62 AND S1-S7. ' ' / ' ' ' / / / I I ' / ( I r /I / ' -A _ r ` , , - - - - - - - - - - - - - - - ------------------- _ -- APPLICANTt AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 cnnRLOTTE, NC 28211 TELEt 704-365-3160 LAND OWNERt ALDI, Inc, (CONNECTICUT) 828 SULLIVAN AVE. P.D. BOX 699 SOUTH WINDSOR, CT 06074 VOL, 1894 PG. 67 VOL. 1894 PG. 71 Tel. 860.291 • 8755 PREPARED FOR: SHEET GRAPHIC SCALE �Q,����jj Fax 860 291 8757 LSLI 0800H COMMOn � n ^n 40 0 20 40 60 �it��lJ�lJ+lJ (� L� (�(L (��J ALDI DISTRIBUTION FACILITY' E4 ( IN FEET) ., onahs DESIGN.• GBS DRAWN.• GBS CHECKED.LRG 295 RYE STREET civil engineers planners surveyors i inch = 40 it. landscape architects • gis gps JOB Iva: 2282 DATE. 11/22/06 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAwiNG NO.: Lobs/2282/2282_E1-ES.dwa SOUTH WUNBDSM CONNiECTICU C T 13011 comaCM d 131313 �] c 6" CT D.O.T. 2" STONE TO BE PLACED mom a OVER FILTER FABRIC MATERIAL j�,] 000 00 T 0 0 m m SEE SEDIMENT AND EROSION mSHEET FOR PAVEMENT WIDTHS ma 0m JIC31 O0 000 EDGEOF PAVEMENT THRU STREET CONSTRUCTION ENTRANCE N.T.S. ANGNF POSTS 1. SET POSTS AND S' UPSLOPE EXCAVATE A S�xS• TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SLT FENCING AND �.- FENCRNC CLEANING. - 12" MIN 0_,:�aFlowa kw y Hjaybale Installation at Catch Basins 2 STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE nLTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED BACKFIL CONSTRUCTION OF SYNTHETIC FILTER BARRIER Construction Sequence- SITE WRAP GRATING 1. Install construction entrance pad FILTER FABRIC 2. Install silt fence down -slope of areas to be disturbed. 3. Clear and grub within limits of construction. 4. Install water quality/detention basin outlet pipe up to and including outlet structure. Work within floodplain and in close proximity to river shall be done during normal flow periods. Storm Sewer Structure \ / I No work shall be done when there are significant rainfall forecasted events. See "Construction - - or additional details on work in this area. I CB I Sequence: Basin Outlet Piping," f ` I ( 5. Stabilize disturbances on slopes due to storm drainage installation as soon as construction is now TEMP. complete. As storm drainage is completed, install topsoil,seed and temporary erosion (control Anchor with two 2"x2'x3. \-SED I M EN T blanket. Inspect and insure blankets are in place prior to rainfall events until slope areas are Stakes In each bat.. BASIN substantially stabilized. DETAIL SEDIMENT BASIN 6. Start stripping of topsoil from warehouse building footprint, and start excavation of detention ADJACENT TO CATCH_ BASIN basin concurrently. Use sand from basin as fill within building as allowed by Geotechnical Engineer. Create berm along south side of building, and grade to drain to basin. 7. Install basin curtain drain. 8. Stockpile topsoil in areas of landscape berms along entrance drive and Rye Street. Clary from basin may be used as core fill within berms, but a minimum of 4' of topsoil shall cover the clay within the berms. Install silt fence down -slope of stockpile areas. 1 m I n . 9. Continue with building fill and construction concurrently with site work. 3 10. Strip topsoil from entrance road and stockpile in landscape berms. 11. As berms are completed, seed and stabilize berms. 12.Once basin is excavated to approximate final grade, stabilize side slopes and install erosion control blankets as required. 13. Install site underdrain from basin working upslope to east side of building. 00 14. Start installation of storm drainage along south side of site. 15. Detention basin to be used as sediment basin during construction. Install temporary outlet per -----" detail. �~ EXISTING GRADE 16. Install temporary settling basins at each catch basin. Install temporary outlet pipes from settling basins into catch basins. COMPACTED TOPSOIL 17. Create berm behind edge of pavement to prevent discharges to existing ravine fingers. 18. Remove berms up -gradient of catch basins as catch basins and sediment basins are completed. in new sediment TEMPORARY TOPSOIL BERM 19. Once storm drainage isareas ocomplete ongsou h and east sides of site, complete stripping of topsoil within limits of pavement and ginde to sub -grade elevations. 20. Complete storm drainage installation along north side of building and within access road. Install sediment basins adjacent to catch basins with temporary outlet pipes. 21. Complete stripping of topsoil and grading of parking areas to sub -grade elevations. 22. Loam and seed future lawn areas as soon as practical during the construction process. 23. Install sanitary sewer. 24. Install water, gas, telephone, lighting, and elecmc utilities. 25. Install pavement base. 26. Install curbing. 27. Install concrete pavement. 28. Complete grading adjacent to paved areas and stabilize. 29. Install landscape materials. 30.Once site is reasonably stabilized, excavate detention/water quality basin to final grades, loam and seed as required, and install plant material. 31. Once site is fully stabilized, remove all erosion control measures. Clean silt from catch basin sumps and water quality/detention basin fore -bay. Dispose of off -site. DETAIL OF TEMPORARY SILTRATION BASIN OUTLET 15" SOLID A I . HOLES DRILLED INTO INDENTS OF PIPE. 3/8" PEA STONE AROUND_ ACC TEMPORARY EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION AND PERMENANT MAINTENANCE REQUIREMENTS Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the proposed design. These measures include the following: 1. Installation of silt fence downslope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Installation of erosion control around catch basins 4. Installation of sediment basins during construction. 5. Use of detention basin as sediment basin during construction. 6. Seeding and mulching disturbed areas as soon as practical during construction. 7. Limiting the areas of disturbance during construction. 8. Installation of construction entrance pads, and sweeping of roadways as needed. 9. Maintenance of the above measures. The Maintenance schedule and requirements for the measures are listed below. The requirements stated are a summary of the requirements per the State Erosion Control Manual. The contractor will be required to meet all requirements of the "2002 CT Guidelines for Soil Erosion and Sediment Control" by the Connecticut Council for Soil and Water Conservation. Erosion and sedimentation control measures will be installed prior to construction wherever possible. Silt Fence: Inspect a minimum of once per week and within 24 hours of the end of a storm with a rainfall amount of 0.5" or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits when sediment reaches approximately one half of height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Construction Entrance: Maintain the entrance in condition which will prevent tracking and washing of sediment onto paved surfaces. Provide periodic top dressing with additional stone. Add additional length if required. Immediately remove all sediment spilled, dropped, washed, or tracked onto paved surfaces. Roads adjacent to the site shall be left clean at the end of each day. Hay Bales: Hay bales as shown to be butted tightly end to end and stacked in place using two 2"x2"x36" wooden stakes per bale. Hay bales {o be I ed so that stria does net cc e i conic t with th@ g u d. Areas to be Re bare for more t�ian 15 days sTiall %e trea�fed with air c�roiea wood chip mulch or seeded with perennial rye grass until final nrnrlinn nnNi g#ahili­#Tan is to tnira mint -A (caR Innrk nne Eietails and notes). Permanent Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. At the request of Construction Manager, Town Engineer or Environmental Planner, additional sediment & erosion control measures shall be installed to address field conditions. Any proposed changes to this plan must be approved by the Engineer and/or the proper local town agency. Pavement Sweeping: The parking lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Catch Basins: The catch basins shall be inspected at a minimum bl-annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Lawn Areas: Areas with type III seed mix (non maintained lawn areas) shall be mowed once per year in the fall between October 1 and November 15. The intent is to maintain these areas as open field, and not allow woody growth to take over. Pipe Outlet/Riprop Leakoff Locations: The pipe outlets and associated rlprap shall be Inspected annually and cleaned of silt and or debris. The riprop shall be re -shaped and replenished as required. Water Quality/Detention Basin: The water quality basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the capacity of the basin shall be removed. The basin shall be cleaned of debris, and accumulated sediment as required. The basin shall be maintained in a neat and clean condition. Drainage System: During heavey rainfall events, the detention basin will detain water for periods up to a few days, and water will back up into the storm drainage system. The detention basin, stormceptor overflow structure and outlet energy dissipator shall be inspected on a monthly basis and after heavey rain storms. ese structures sf#all be cleaned / regalred twice rarl� or as need d i't he maintenance o the stormceptor s all be one n c mpliance wit �i the manufacturers recommendations. Z 11 x Z Tn 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 3 3/9/07 PER TOWN COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/2/07 PER IWA COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE I DESCRIPTION BY TO BE WRAPPED WITH 2 LAYERS OF MIRAFI FABRIC SECURED WITH ALA YER OF HARDWARE CLOTH OR SIMILIAR MESH. I v 15" ADS N-12 STRAW DALE 1. EXCAVATE A TRENCH 4' DEEP AND THE MATH OF A i I 2 PLACE AND STAKE STRAW STRAW BALE. RAJA, 71q STARES Pfli BALE MD PARE OR 1TeTt4E L_l PACKED STRAW a PLAN VIEW COMPACTED BACKFlLL 4. BACKFlLL AND COMPACT 3. WEDGE LOOSE STRAW THE EXCAVATED SOX. AS BETWEEN BA ' To GRFi1TE SH 7�r'tIE ON THE UPHILL SIDE A CONTINUOUS DARPoER. I rl IER TO PRE- VENT PIPING. TO OUTLET STRUCTURE TEMPORARY SEDIMENTATION OUTLET PLAN VIEW � //��/ h� 11�4111 III 11��I I I , , A NOTE' ELEVATION AT PONT A SHOULD BE HIGHER THAN ELEVATION AT PONT e. CROSS SECTION HAYBALE INSTALLATION Construction Sequence- Basin Outlet Piping 1. Install silt fence within sloped area in locations shown on plan. Contractor to conduct all construction activities within limits shown on plan. 2. Create swales to direct surface runoff at top of hill away from areas to be disturbed. 3. Strip topsoil as required within construction limits. Use topsoil to form berms as required to prevent areas outside limits of construction from draining into construction areas. Stockpile surplus topsoil on level ground and ring with silt fence. 4. Establish settling basin, install riprap. 5. Start at drainage outlet and work up gradient. 6. Pump subsurface water to temporary settling basin at top of slope. Monitor to insure discharge from basin is not causing erosion down - slope of basin. 7. During construction of storm sewer install water bars and silt fence as required to control storm runoff, 8. Install storm drainage on slope during non rainfall periods. As storm drainage is completed, install topsoil and temporary erosion control blanket. Inspect and insure blankets are in place prior to rainfall events until slope areas are substantially stabilized. 9. Trim / top trees after approval of Town Wetlands Agent to provide sufficient light on disturbed slopes to aid in vegetation growth. 10. Minor adjustments in alignment may be made with approval of Town Agent to allow for preservation of existing vegetation. De -Watering / Pump Discharge Notes 1. During Construction of detention basin outlet piping, pump discharge shall be in accordance with "Construction Sequence - Basin Outlet Piping." 2. During construction of detention basin, a temporary settling basin shall be established adjacent to the overflow structure. All pump discharge shall be into this basin. 3. After substantial completion of detention basin and construction of berm and riser on outlet, dewatering discharge can be discharged directly into basin. 4. As storm drainage is constructed, temporary sediment basins are to be constructed adjacent to each catch basin. Pump discharges may be directed into these sediment basins. 5. All settling areas used for pump discharge shall be sized to provide a minimum retention time of 2 hours. See 2002 Connecticut guidelines for soil erosion and sediment control, section 5-13 "Dewatering". Construction Sequence- Retaining Wall 1. Prior to construction - contractor to meet with Town Environmental Planner & site engineer to review construction procedures and protection of wetlands. 2. Install silt fence downslone of construction at locations shown on plans. Silt fence to define limits of construction, i 3. Prior to installation of retaining walls, site underdrain and storm drainage adjacent to walls shall be completed. 4. Abandon existing drains in area of retaining wall. 5. Install retaining wall drain pipe. Tie into storm drainage system. 6. Install retaining wall. 7. Stabilize all disturbed areas with loam, seed and temporary erosion control blankets. Install plantings in conformance with planting schedule noted below. 8. With the approval of Town Environmental Officer and landscape architect, trim / top trees to provide sunlight to aid in vegetation growth. 9. Project Engineer or environmental consultant to inspect work during installation of retaining wall every three days and both prior to and after rainfall events to provide guidance to contractor on erosion control measures and protection of wetlands. Reports to be submitted to Town Environmental Planner. Retaining wall planting schedule: 1. Shade Slopes: a. Summersweet (Clethra Alternifolia) 9"42" Ht., 3' O.C. b. Mapleleaf Viburnum (Viburnum Acerifolium) 12"- 18" Ht., 3' O.C. 2. Slopes: a. Arrow Wood (Viburnum Dentatum) 9"-12" Ht., 3' O.C. b. Spicebush (Lindera Benzoin)12"-18" Ht., 3' O.C. c. Highbush Blueberry (Vaceinum Corymbosum) 9"-12" Ht., 3' O.C. d. Witch Hazel (Hamamalis Virginiana) 9"-12" Ht., 3' O.C. 3. Adjacent to wetlands: a. Redtwig dogwood (Cornus Stolonifera) 9"-12" Ht., 3' O.C. b. Ninebark (Physocarpus Opulifoius)12"-18" Ht., 3' O.C. c. Red Chokeberry (Aronia Arbutifolia)12"-18" Ht., Y O.C. Final quantity of each variety to be determined at time of planting. Plant with soil _ ammendments M-ROOT, lime and fertilizer from recommendations from soil fertility testing. Narrative Aldi Distribution Facility 295 Rye Street South Windsor, CT 1.1 The proposed Aldi Distribution Facility will be a central distribution warehouse. Trucks will arrive at the warehouse with goods from various manufacturers, where the goods will be warehoused until they are packaged for distribution to individual stores. The project will entail the construction of a 487,000 S.F. warehouse facility with attached offices. 1.2 The total site area is 106.5 Ac. Of this approximately 54 acres will be disturbed as part of the construction. 1.3 The site will be constructed on a fairly level area of the site. The site is bordered by deep ravines with various fingers extending into the site. The western end of the site is bordered by the Scantic River. The main concerns regarding erosion and sediment control is to protect the deep ravines and associated wetland areas, and the Scantic River. The basic intent of the erosion control plan is to discharge directly to the Scantic River. This will allow the construction of a stable discharge. Throughout the watershed, there is active erosion occurring within most of the ravines and adjacent fingers. No direct surface discharges should be allowed to any of the various fingers extending into the site from the ravines, and only adequately treated runoff should be allowed to discharge to the Scantic River. The site development is to occur on a fairly level plateau of land with sandy soils overlaying a clay soil. The only excavation that will occur within the clay soils will be for storm sewer installation, and for the construction of the detention basin. During construction of the detention basin, the clay will be excavated and stockpiled to drain to sediment basins. Once the clay is adjusted (dried out) to a moisture content where it can be worked, it will be used as fill within landscape berms, where it will be placed and covered over with topsoil or removed from the site. 1.4 The development of the site is to occur in one single phase. 1.5 The anticipated Start date for construction is 4/l/07. The anticipated completion date is 10/01/08. 1.6 All information including design criteria, construction details, maintenance program, and sequence of construction are located on the erosion control plans sheets EI-E6, and the Stormwater Management Plan by Design Professionals Inc. 1.7 The following permits are required as part of the permitting of this project: A. Town of South Windsor Inland Wetlands Permit B. Town of South Windsor Planning and Zoning Commission Approval. C. Town of South Windsor Water Pollution Control Agency Permit. D. State of Connecticut Department of Transportation State Traffic Commission Permit (This permit is anticipated- a determination has been submitted to the STC Commission) E. CT DEP General Permit for the Discharge of Stormwater Associated with a Industrial Activity. F. CT DEP General Permit for the Discharge of Stormwater and Dewatering Wastewaters Associated with Construction Activities. 1.8 Standard Erosion control practices will be used such as silt fence, and anti -tracking pads. A large detention/water quaiiry basin is proposed on site to provide treatment of `the stun n runoff for both water quality and for detention. Not only will the basin provide a permanent pool volume well in excess of the required water quality volume, but the basin will provide extended detention for the larger storm events, and a significant reduction in peak discharges from the site for developed conditions. The basin will be used as a sediment basin during construction. Other practices to be used include the installation of berms during construction to control runoff from disturbed areas and discharge to on -site sediment basins, the construction of sediment basins adjacent to the proposed catch basins during construction, and stabilization of disturbed areas as soon as practical during the construction process. 1.9 The following information is available as part of the Sediment and Erosion Control Plan: A. Stormwater Management Plan by Design Professionals Inc., dated November 2006. B. Preliminary Geotechnical Study prepared by Dr. Clarence Welti, dated May 2006. C. Complete Civil design Plans by Design Professionals Inc D. Complete stormwater design calculations are included in the Stormwater Management Plan prepared by Design Professionals Inc., dated November 2006. 2.1 For boring log information, see Preliminary Geotechnical Study prepared by Dr. Clarence Welti dated May 2006. 3.0 For site design plans, including topographic, utility, and landscaping plans, see complete set of civil plans by Design Professionals Inc. Contact information including Job superintendent's name and emergency phone number to be supplied to Town at pre -construction meeting. 4.1 See Design Professionals Inc. sheets El-E6. 4.2 See Design Professionals Inc. sheet E6. 4.3 See Design Professionals Inc. sheet E6. 4.4 The person responsible for the installation and maintenance of the erosion control measures will be AM King Construction Co. LLC. Specific contact information including job superintendents name and emergency phone number to be supplied to Town at pre -construction meeting. 4.5 See Design Professionals Inc. sheet E6. 4.6 Aldi's will be responsible for the maintenance requirements of the permanent measures after project completion. 4.7 Emergency situation such as severe flooding, rains or other environmental problems will be handled with a three prong approach. For events that can be for -cast, such as heavy rains and flooding, appropriate measures will be taken prior to the event such as placement of additional Spill Control Plan erosion control measures, construction of temporary berms to control runoff, construction of additional sediment basins, and phasing of work to minimize exposure. During the event, A spill control plan shall be developed in conformance with the CT DEP General Permit for the Discharge appropriate measures will be taken as required to minimize any impacts. This could include of Stormwater Associated with Industrial Activities. Within the plan, the following shall be identified: pumping of stornnwater to sediment basins, and repair of erosion control measures as the weather allows. Immediately after the event, all measures would need to be inspected, and 1. Areas where potential spills can occur, and their accompanying drainage points shall be identified. appropriate remediation measures taken as necessary to address any impacts that occurred. 2. Procedures for cleaning up spills shall be identified, and made available to the appropriate personnel. 4.8 See Design Professionals Inc. sheet E6. 3. The necessary equipment to implement a cleanup shall be available to personnel. 4. All areas in which chemicals or previously used chemical containers are stored are provided with impermeable containment which will hold at least the volume of the largest container or 10 a/o of the +�+n1 orb- nPo11 ­tl4- in 4- owa •zrhiriTPVPr ie hroar I.V IAl YV1LLL11V Vl "11 VV111A1"Za ILL -u1 WV{{, Y. AlavLv.vA AV Aral F,va. 5. All dumpsters, trash compactors, etc. are in sound watertight condition and supplied with attached covers and drain plugs intact. 6. Employee training programs covering the above shall occur at a minimum of once per year. FLOC LOG NOTES: In locations where the dewatering activities within the clay layer are necessary, and pump discharges that may flow into wetlands or water bodies, then the floc logs shall be used to clarify the discharge prior to release from the site. SEDIMENTATION AND EROSION CONTROL NOTES For dewatering within the sand layer only, floc -logs will not be required, and discharge to settling basins should be 1. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED sufficient. In any situation where cloudy discharge is occurring to wetlands, then the floc logs are to be used. The IN CONFORMANCE WITH "2002 CT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY floc logs work by providing contact with the discharge, and then allowing ample time for settling of the flocculent prior THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE to discharge. g . UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYRAI FS AR SHOWN TO RF RUTTED TIGHT( Y END TO FND AND STAKED IN PL.A.CF USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 1. FLOC LOGS SHALL BE APS 700 SERIES FLOC LOGS AS SUPPLIED BY APPLIED POLYMER SYSTEMS, INC. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. TEL. 1-678-494-5998 (WWW.SILTSTOP.COM <http://WWW.SILTSTOP.COM>) OR EQUAL. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES 2. A SOIL AND WATER SAMPLE SHALL BE TAKEN AND ANALYZED BY APPLIED POLYMER SYSTEMS, SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY ORE Q UAL, TO DETERMINE TYPE OF FLOC LOG TO USE ON SITE AS FOLLOWS: PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. a. SAMPLE SIZE: SOIL - 200g, WATER - 500 nil. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED b. SAMPLE TO BE TAKEN IN CLEAN, NON CONTAMINATED CONTAINER. TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED, c. INCLUDE WITH SAMPLE: NAME, COMPANY NAME, CONTACT INFORMATION, DESCRIPTION OF USE 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OF FLOC LOG i.e. CLAY SILT REMOVAL. OR SEEDED WITH PERENNIAL RYE: -GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. d. SAMPLE SENT TO: 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: APPLIED POLYMER SYSTEMS, Inc. MULCH: RATE: ATTN: LAB HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: 519 INDUSTRIAL DRIVE PERENNIAL RYEGRASS 5.0# / 1000 S.F. WOODSTOCK, GA 30189 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 3. PLACEMENT OF FLOC LOGS SHALL BE AS CLOSE AS POSSIBLE TO EARTH MOVING ACTIVITIES OR AS 10. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. 11. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION WHEREVER FEASIBLE. CLOSE AS POSSIBLE TO SOURCE OF PARTICLE SUSPENSION AND TURBIDITY. 12. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR 4. ROCK CHECKS, DROP INLETS, STORM DRAINS AND SLOPE DRAINS GREATLY ENHANCE THE EFFECTIVENESS ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT, 13. PUMP DISCHARGES FROM DEWATERING EXCAVATIONS SHALL BE DISCHARGED TO A SETTLING BASIN SIZED TO PROVIDE OF THE FLOC LOGS. A MINIMUM OF 2 HOURS OF RETENTION TIME. THE DISCHARGE FROM THE SETTLING BASIN SHALL BE TO A STABLE 5. FLOC LOGS SHOULD BE KEPT MOIST AND SHOULD NOT BE PLACED IN DIRECT SUNLIGHT. OUTLET LOCATION OR ON -SITE STORM DRAINAGE SYSTEM. 14. WATER SHALL BE SPREAD ON TRAVEL WAYS DURING CONSTRUCTION AS REQUIRED TO CONTROL DUST. 6. CONSTRUCTION OF MIXING WIERS MAY BE REQUIRED IN AREAS WHERE SHORT DITCH LINES, SWELLING 15. ALL SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL EVENT, CLAYS, HEAVEY PARTICLE CONCENTRATIONS OR STEEP SLOPES MAY BE ENCOUNTERED. AND REPAIRED/REPLACED AS NEEDED. 16. ALL STOCKPILES TO BE ENCIRCLED WITH SILT FENCE. Tel. 860.291 • 8755 PREPARED FOR: SHEET Fax 860.291 • 8757 �OWUG '^n���n ���r n m esig� w O (� OLL M u j^ ALDI DISTRIBUTION FACILITY E 6 DESIGN: GBS DRAWN.• GBS CHECKED: LRG 245 IRYI!'i STREET civil engineers •planners surveyors landscape architects • gis • gps 1/OB NO.: 2282 DATE.• 1117106 E 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: 1Obsl228212282_E6.dWQ SOUTH WUMS01% lCOII\MC TUC TT 1 / IF r, .., REvtc• 8p up�PNp C6 W IF #�s WIF #p12 WIF # \..�� *If #C5 ck ANNE McGRN/FATM DORAN A N N E M c G R A TH WIF #a�2P # (VOL 64 PG. 247) #g12 DORAN g 1P gP WI W� X �(VOL. 64 PG. 247) WIF # 3 F F #P9 - - _ ( 1 ------- ----- ---- --- X S.Y *IV —Rn ECT1 UT WA R COMPANYo $ � `1"( - - �#G2 / t �------ __ -_ -�: A 4� #� \ `� 18 - - W� _' r t - _ _ 10 S.Y. t \ WIC _ �9 h 8 LP-E -Cr i _ t / r _ P Z RSA "' / /I/#P WIF #PNs t/f #PP .05� W�aP PP IV 6 P2 - - __ WIF # WIF #P WIF oPP2 WIF #PP5 A - - - - - - - - - - - - - - _ _ _ .-- 80 PP29 PROPOSED NEW TREK INE ,' $6� , - - - - ,! ' _ - - -' - �, P/ \ `.�,�, W/F # «sP29 . � / x !, /' , � \ \ 'F Al W �F #PAS \ \ � `/ Li V _ _ 0 r, - - - - - - - 4438 � ` 1 ' - 80 / i \ EXISTING TREELINE `�� / ` �Ets�E SEEDING MI) „ptP �, x 3 i -- .�., TYPE III �P �� ---aka---- ------ ---------------------------- PROPOSED NEW TREELINE : " `,\, \�, =_--- , _� �-,,,, ,,,�,•��, ; /� ' ANNE McGRATH DORAN 1 Y;''� ` -1F iiC.W /► — __ 7-PS (VOL. 64 PG. 247) 3-PG r ` \ ;. , / r / r : ♦ / : / / 1 � : : \ ; ~ ` �' i,G l \ \ 1 �' $. Y. - - - - ♦ b w ♦ i � e � i ` � r r� _ - - 11 ♦ �ki/% . �11uf/ _ �Iu/// •�4uV/ ` ` � \ f ' / i , / � f / / � ; : % " ; +` � \ \ \ ` \ _. ti ., � ,, � ' 0 \ -. 4_ W z. .. !n •K'1' 3 „ K'1'6 w ♦ li a � `` - - � , ` `` - r r r / , : : •_ _ -- � �yy�,�1'�.+KUe_ 'f to 9,�+�.� - !Ao ��ln �� T * / \�' - T - - � ' / ' / % '', ram, / , / , / ; ' / : : /- _. / g ..J ` \ � \ l - - �- •• , `'i1�.♦ + ` ♦ `- `� , '3 �' � �+s'�'G !n%� -. _ 4 _ -. Hw -_- — �n♦`€— ',11n+� eIa 14�' --.. 5-PG 3-PS r ; i� , �, : /, f : �� \ \ \ - - - , ` \` ,` `' ;e ti N �F `n�` 3Ca�• _.r�/ PROP 1 DJ. WATER MAIN HYDR - !I Hw r 70 S S.Y. Hw IN FAVOR OF ON ECTI ^Q� Lon I 126.23' ' f 3-A may- \ %, -AF �;. Z J \2• \_P-_- N` , ` ` \ \ `Y �F . • i f �yi0�•.�~J -. a l,G .\ p°. V) t y7 g ' / ` 45' NF AF To't PG / n° \ 22. % r ' ,' , �° . ` ` _- - _ _ , \ \ ♦f - 4-IG I ` LAWN T_ SEE -8 HS II , DING MIXTURE (+/�,��► 1-IG 1 1 52-VM 52-VM 1j �, RE TYPE III �; �� 1-PR- 3-RP ;� wI­ ' _ - - - - - / ,•.'w 1-PO 3-RP f P 1 l z r lA •�oE 4-IG TYPE 1-AG RAMP LLl r 92- VM ' NOTE: E HS IN I 92-VM I H I h�ry� 3-PF 1 30' EAS MENT Mi o RIVER ROCK AROUND t I L,J IVE IN FAVOR OF THE CONNECTICUT WATER COMPANY j / TYP. / , CoLLJ Q 4 - 3-PF 1-VT LAWN 52-VM 52-VM I (n a I W SEEDING MIXTURE TYPE I LAWN _ I„ I ( / 1 PO I 4t �t 3-HQ N IO I � / LAWN I I 0 S 3-AF . I ,: O W % EXISTING TREELINE ' I " ! /� / l {yl, Jg s 44' ��DRANT(TYP) I i �3� 41 z I , 52-VM 52-VM N I I N N U 72" I P� � WIDE RIVE Z Q N46 4� ENLEFTGATE VALVE I ROC P T T P. pRCP. ' - - — ---QA�,. 72-VM 72 M � a4 r _ _ I Hvo PROP. 12" D.I. WATER MAIN ev � ' r Y Y Y Hm ! `•' �_ Hw PROP. 12" D.I. WATER MAIN (HYDRANTS) , i � I r Hw„ t Hw -72- VM U� I N67'53'49"W Hw — - "w i Hw m 22.5• '3 % - - h�/- 161.25' — — 1 O N67'53'49"W _ HYDRANT(TYP) S8a1 '29, \72-VM �g 12" GATE O � 0 175.28' w �� N67 3'49"W / 6� 3-PG tv/�i I 6-GT 45' �'�' OPEN LEFTL� � ED LAWN z II to —'r _ _� / 3A`; �fln� ��IK. 1 .92' -RP T i.1 cN N67'53'4 "W 00 f67'S3'49"WJ1�sn�,_ 6_ Z 30.00' N 0.00' N o M _HS 5" N 7-PP I Z 6H H DRANT(I•yp) - 1 RP ` I I IN EASEMENT 4'-IG 4-IG 3-IG \� PROP. IN FAVOR OF THE CONNECTICUT WATER COMPANY 10" FIRE HYDRANT( 12"GATE Vq Ir `' INV. 77.25 f S67' '4/ LEFT Vk 3�!' � +� 00 M I SEE SHEET L8 FOR OFFICE 4" Cw •" € 3�++:'E e'�lo i r l Q 6 DI INV.77.so _ „'fit" .. � �� IK.Cr � � I cNL > H, LANDSCAPE PLAN(ENLARGEMENT) PROP " Es C DIP v WATER SERVICE Z N, '4 T 1"DOM STIC I AWN 5 - 1 .._ 14.00' wV PROP. 10"0I FIRE SERVICE `• SEEDING MIXTURE TYPE I (LAWN)Ci PI 1()0 45I I .- ()0 -0VE IN Go I I I I FF: 86.00 I x I to I I I IN IZ N I LAWN N Ix IS7' 027'11 "E 15.0(YI 3 e I - N O I I "DI N HYDRANT(TYP) v N 0*27'11"W V) 12"OPEN �F I F5.00' W - -- I I I 305.58' - - X c :Sd EASEMENT 3 I 0 CO I I Cu WATERMPANY I z IN F E CON C FAVOR OJ 11Z Ld I I I ELEVATION SF(`Tlnm .h, / 1A j W 0 I ' I Q I LAWN I ---- I� � 3 LANDSCAPE NOTES: z 1. SEE LANDSCAPE DETAIL SHEET L11 FOR i I DETAILS AND LANDSCAPE NOTES. n\( I I2. SEE LANDSCAPE DETAIL SHEET L11 FOR I !!� PLANTING SCHEDULE. II I I I 3- SFE LANDSCAPE_ SHEET L_11 FOR_ WETLANDS I � t -- 3 I 30 ASEMENTII N /I PLANTING SCHEDULE.II IN FAVOR OF E CONNECTICUT WATER COMPANY I I I� 0 4. SEE LIGHTING SHEETS LP1-LP5 FOR SITE ALD I, INC. (CONNECTI CU 1ITING PLAN.00I J I a VOL. 1894 PG. 67) L Q� I (VOL. 1894 PG. 71) .� I 44 "E J I MATCHLINE SHEET L4 MATCHLINE SHE T L2 =' 33.01` HYDR NT(TYP) Tel. 860.291 • 8755 PREPARED FOR: SHEET Z _ x 1UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS o ° ° . s Fax 860 291 8757 L AN103C API PLAN Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE D D m �-, 40 GRAPHIC SCALDE 80 08��9n ALDI DISTRIBUTION FACILITY s INFORMATION. ALL EXISTING UTILITIES SHOULD t BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3/7/08 PER CLIENT COMMENTS BPW • F 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/20/07 PER TOWN COMMENTS RLB ; iw �J l®nals BY A LICENSED LAND SURVEYOR PRIOR TO S `., t (IN FEET) DESIGN., RLB DRAWN.• MHA CHECKED: RLB 295 RYI E STREET CONSTRUCTION. 2 3/2/07 PER IWA COMMENTS RLB s�i DJOeeJ•°� ��a �^ �^ �, F r�. �a civil engineers •planners surveyors -- - ­4-< A� c•r o� i inch = 40 ft. A JOB NO.: 22Li2 DATE. 77 LL Ub 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS C,IC ��i��7UUSC ? ,�a`� landscape architects • gis • gps IMPRESSION SEAL AND ORIGINAL SIGNATURE �rturca►slisst� SOUTH WENDSOR CO�TI�I�Q:`II'II�(:UT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: O�7S 2282 2282_L 1—L 11.C�W 9 I v co ALDI, INC. (CONNECTICUT) . \-5-MP 'M-ATCHLINE SHEET L5 °= I `'� �� MATCHLI VOLHEa-894 PG. 67) i 3 (VOL. 1894 PG. 71) 3—PA x / ---- - - - - -- x �1 C, \ +N �\ I V) SEEDING MIXTURE TYPE 111 = 5 ' WIDE 38' LONG RAMP I I 05% GRADE ` 00 - - I PROPOSED DUMPSTERS/ COMPACTORS I B'0 ' � X 299.50' x o z x 483.50' I I x -79 x � 40.00 I LLJ Lid WIF #(20 65 69 S'03'19' E \ \ uD. / % \ \ WI Z 19.20� 77 f � � ' ' \ o SEEDING MI URE TYPE ,tll "DI so \ SHRUB5� F eo - - - - - - - - - I cNv \ 4 \ REE EROSIONA NTR Q wIF �p�gNo - ' - - _ 69 19 W� go , oTES. Olr r S I l Re�lEly -_ I H .20, ao. N WIF E, wIF #� AR£q ANT(TYP) ` Y- 8p Qo $Oa wIF n6#,? EXISTING I REELI — I - lI� \ }' 1 0' ROPOS N ED NET T EE�iINE I ---- #j� S 46'� WIF 265eoP 10" J. WA R M IN WIF \ \ ` ` \ v _ _ — 45' �� • gLP—nn wIF#� --- ------ — a em— _ ATERv (SPRINKLER LP -A' - b ` \ - — v'• ---- -- HYD ; 1 yy P. 1 W MAIN SPRIN 4 . CIO 1 OPEN LEFT" ` HYDRANT(T yl�/�� 8 e+ a N67'44• ,> — J \ \ YP n \ 45• Grp �fp. � 70.006/o,r= .0.0 ,0, x"'s 1g.2 ,' S95.39' T , — / ob •a �� " SW ao.00 TW: 80.00 �,..� _ _ - _ _ - ' '• ' , / , . _ -A _ - ', Y, ` �p� �p� T'- 2 X"` �8aov' � a. ''• }1Z32 BW: 78.00 7 w- TW �'..'_ �— � - - - - - '_ ' ., r r � � � � , � •, ` � _ .neon ,ze �''' sn.00 BW: 68.00 41�6 3 4 4,vo R , — — — — — — —/' \ ` '' / 6 9 � 102: WItH 4 C LINK— — — —i POS 90 ` — — — — 1, t, ' — ' , � /, J' # \, \ _ — — — — — — — — ' /l '1 /, NO FAV E T E NECIICU WATE/� COMP ,�•` J Q / / —�11Ly 9HP i/l r1 \ + i t1 — — — MI6�" , ,, ��#Z1� 1287.21' i". \ r � ��� /,/ t r \ — — — — —— _ — , , #Z�Iq i \ `\� WIF � \ N62'0720"W _ _ —F�Ai , \ 1, + #yet — — — — — — — — � -- - - -- ----- -- Vj0 ' 2Qs ` / /' I'' s \'All , , t I ' \ N. t r h8'�. N /C S TA TEATE GIONNEfi'ItCY N N E C TI C U T (VOL. 625 PG. 469) , ` \ - _ ' ' ' ' ' / ' r ' t ' — (VOL. 625 PG. 469) - - - - o v t ,' ,' �,#2 + I ' ' ' �W�.� ^ 7`IF, , ' t I r + � � � � / ' / / 1 , t � \ \ , ' t , ' 1 ' , \ \g• 149.91' --- / t\ ' tt I , \, \ \ � _ _ N66'52'00"W ,wIF2 #�6 WIF #�4 - WIF If x / - - - - - - - - - - - - - - - - - - ` / --`------------- i i LANDSCAPE NOTES: 1. SEE LANDSCAPE DETAIL SHEET L11 FOR DETAILS AND LANDSCAPE NOTES. 2. SEE LANDSCAPE DETAIL SHEET L11 FOR PLANTING SCHEDULE. J. SEE LAIVOSCAPE SHEET LI I FOR rrL.1�.A1�1'OS PLANTING SCHEDULE. 4. SEE LIGHTING SHEETS LP1-LP5 FOR SITE LIGHTING PLAN. zo <x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 2 3/2/07 PER IWA COMMENTS RLB 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET } 1 inch = 40 ft. Tel. 860.291 • 8755 aslign Fax 860. 291 • 8757 LAHOSC CPC PL AH �- ` tstanal's DESIGN.• RLB DRAWN: MHA CHECKED: RLB civil engineers • planners • surveyors landscape architects • gis • gps JOB NO.: 2282 DATE.• 11122106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: iobs12282/2282 L1—L11.dwo WIF # STATE Of (VOL. E PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY L 4 Z95 RYIE STREET Lit I me` - -/ _ - - - wli Q ' � ' / - _ - I '/ ,' , , ' / / ^1 - , IW�` ✓ / / / I z - _eck M%�TCHLINE SHEET L7 �=/ /�;✓ ���#F� F a so ��FF�O, �`� . \ N. \ . `, ,' , _ `\ F #F\-a I IN,\`\ . I 41 qv5\ F\-g / F ' �1 / / / , / ' , / — / Iv19 i / / , , , J) ' — ` \ . \ ` ` ` \ � IN. \ \ ` \ \ \ \ �'� — — — ------- NO ' F\- , , W� CIF �- \ / `'jCi\ \ ` ` ---------- IN IN IN FLOOD PLAIN LINE / ' ' � -_\ � ,' , / ,' ,' / O , ,' ,' , rop _ ��W ARE Fvj W I� /' ' / r . / ' / ' \ \ ` ` ` \ _FF9� F Fg, ELEV=31.20' / / / / , ' ' , / / ' ,''ORE W� , / , , __- \�/ 1 \ <'. �`N `\. \�\_ - ��_ —_''// // / •' '/ LLI \ „w oDI_ MIXTURE P , — / SEEDING MIXTURE TYPE6 -Y����'--- - �---------- - w IN I ✓ / / / ` SEEDING MIXTURE TYPE II N. / ,' ' ^ W,�F #Eso� SEEDING MIXTURE _ BAN eVI ' _ ' / / / ' , , , . , / ' / / ' / ' - " �5• \ il'�E III Ek'/AREA ,' � / ,' ' ' / / / / ' ' / / ,' / / ' x \ SEEDING MIXTURE TYPE\\( ~ A13TING TREELINE ~� - _ _ \ , --------- WETLANDS PLANTING 1:1 SHELF C D SLOPE) --,�— 1Ar \� EXISTING T X E SEEDING MIXTURE TYPE IIIF. /I', �E LINE \R+� '•! , ' , 1 \ ' ' { / N / ' \ 1 5—VT �r � k r • r + 1 + r + r + r r ♦ • • r r • • • ♦ r rr r ♦ • r r r ♦r �0. / , , I I w • • r r + • • + r r • + ♦ r r ♦ ♦ r r ♦ • + r • 2—PAS „/x�4f�� 4�rli� + + • • \ \ • • ' • DETENTION/ WATER QUALITY BASIN ♦• \ SEEDING MIXTURE TYP IV- - SECTION 'A' SEE SHT. T7 u� 1 \ \ ' ' \ N'STATE OF NNECTICI� \ ` \ ` J � • ST'P1�IE 110� C(�\Nf�EGTIC�UT ------ \ '----- r r♦ + • + •• r • •+ • . • 3—PA9nh + + • ++ ` \ \ N. \�\ SEEDING MIXTURE TYPE it 1 _ r • (`tVdL.,, 6\21' (\G.\\ 469}INN \ z { x Ii II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ` IMPRESSION SEAL AND ORIGINAL SIGNATURE OF IHE PROF ESSIVNAL ENGINEER/SUR VGYVR. \ -------RA P W \ \ \SO\ \ `� 155 " • "\' \ • _ - ` - - - � WIF �� \ \ `r � W�F af"i I , \ \ �4gs ��• �0S x \ `\ \ EXISTING TREELINE \I SEEDING MIXTURE TYPE V EXISTING TREELINE - ------ ` ------ + _ ---- - --- \ \ \ \ ` \ \ \ \Y .166 8 —10iS.Y. 31O.00i W/'// W�F+#w\ ' ," SZ-� r 6' I 6 `� `\`, \ N6732'34"W I,-,_ CTnTC (lam (�(nKlI\I�(•`TI('/II/T-/./1+\� / ,'...iF#�3', J 1 rN 1 L VI VVIVIVL_V I I\�v/ I/ N, -- `01 (VOL. 625 PG. 469) / / / / REVISIONS v ra s w 0 0 2 3/2/07 PER TWA COMMENTS RLB 14�a''.���,`ti� 1 2/2/07 PER TOWN COMMENTS cJC"Api;�,v� mn nLTF 0F$rRIPTiQN I RY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET } 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 • 8757 L AHDSC�lAPC PLAN civil engineers • planners surveyors DESIGN.RLB DRAWN.RLB CHECKED. • RLB landscape architects • gis • gps ✓OB NO.: 2282 1 DATE.• 9126106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: jobsl2282/2282 L I —L 11. dWq LANDSCAPE NOTES: 1. SEE LANDSCAPE DETAIL SHEET L11 FOR DETAILS AND LANDSCAPE NOTES. APE DETAIL SHEET 111 FOR 2. SEE LANDSC PLANTING SCHEDULE. I 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS nI •►ITT►I!. c+/NJCI'11 II C iLA1V IIIVV SCHEEDULG. j 4. SEE LIGHTING SHEETS LP1—LP5 FOR SITE LIGHTING PLAN. PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY L 6 295 RYIE STREET UT Wy7NSR ,ry NNECTy7,ryUT 11 V UL. I JUG 1 V. JV or lk % / / / - - -- ----------- - - - - -- •• / V / , , - _ I j LANDSCAPE NOTES: 1. SEE LANDSCAPE DETAIL SHEET L11 FOR DETAILS AND LANDSCAPE NOTES. 2. SEE LANDSCAPE DETAIL SHEET L11 FOR , � 1 ' , X I I � , 1� • � PLANTING SCHEDULE. / '' / _ 1\ i \\ , , , II X ; r 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS PLANTING SCHEDULE. / I t / 4. SEE LIGHTING SHEETS LP1—LP5 FOR SITE / LIGHTING PLAN. / X�o 16' ALDI, Inc. (CONNECTICUT) (VOL. L. 1894 PG. 6 7) - - - - _ _ ' , ' ' X ? 17; ; I i - I SOUTH WINDSOR LAND CONSERVATION TRUST , 1 (VOL 282 PG 11) (VOL 1894 ,P19.- 71) � � � \\ v SEEDING MIXTURE TYPF� DING 'j'�/ \ /_ ------------- / - _ - `--\ Dl MIXTURI= TYPE�'iV � - - � ` \ \ �ctuli�V MIXTURE X l TYP WI. \ I \ /-A X2. SEEDING' MIXTURE `2� TYPE �� r 1 / / / t EiEF------- �� \ _ _ - - It N'MARIE CRUMBIE � _ / � ' '' � \ \ / MA CHLI EET L6 wl P" Z- x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS .```'� .� �v P •+. �: aO° Tel. 860 291 8755 PREPARED FOR: SHEET 0 II 11 Q Ch G.,• � i Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE < �^ + Fax 860 291 8757 L�Q�D�C�aP� PLAN INFORMATION. ALL EXISTING UTILITIES SHOULD r GRAPHIC SCALE ��jj "'BE FIELD VERIFIED PRIOR TO CONSTRUCTION. =�'°' w 40 0 20 40 80 ���I�� ALDI DISTRIBUTION FACILITYT.7 1 I 1 t 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD SIVA BY A LICENSED LAND SURVEYOR PRIOR TO9 2 3/2/07 PER IWA COMMENTS RLB ��4} •� .e ( IN FEET } DESIGN.• RLB DRAWN.• MHA CHECKED: RLB d95 RY16 STREET CONSTRUCTION. °iF,O •.�;• �a�.•• G �•` civil engineers planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS cic f'r.,�4;r, ' +� ` 1 inch = 40 ft. L 11 �, landscape architects • gis • gps JOB NO.: 2282 DATE 11�22�06 \ IMPRESSION PRE SIONPROFESSIONALALAND ORIGINAR/SURVEYOR. NO. DATE DESCRIPTION BY "."`"•••�•a 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: ObS 2282 2282_L 1—L 1 >. dw '�®��� �%INDSORp CO N\ IECTUCUT SEEDING MIXTURE TYPE III a5 � IN FAVOR OF THE CONNECTIC 30' EASEMENT UT WATER COMPANY SEEDING MIXTURE TYPE I (LAWN) J 000000 PROP. 12" D.I. WATER MAIN (HYDRANTS) HYD HYD 22.5° / N67 3 49 W / N/F PROPOSED NEW TREELINE g5'f� ANNE McGRATH DORAN 7—PS (VOL. 64 PG. 247) 3—PG ,- ----- _ 3--PS ------------------------- 8 - Pik S67°4q-��`\a/.,\1�� 'i �,,,�� 1•,. ,\\\14,J1/// \ _ +��\ / \`\ ,r/ IIt ` j�\ d,•/, / / Ill \\ U // -� ° �. = � /!/ i - r , � �\� \1 � � � , -✓' i \, \1� \ \\ ,b r/ /� r , \ \ " / A°• /�/ ` % %i i v K.-3—/.ir \,A r; /� j jr,�\ ` ^ ``��. 'i' 1, \�\�� { �. r/ r y \ ,{ /•�1\ ti - \ \ - _ /n C"'`=''"a _ �+\�\\ y�\\\ ` � - \\\1 \\ \ % �Ij`t\\ f,� // \ \ C % I , • \ r \ i - �- c:�t I ' \\\\ i ' o © _ ,i r/, I f .,� ,1 /, \ \ �9 \ '.•//, l{ -� \I{ I �• ,S Y, -`— \�. / / / � ` \ \ � - � -- G I \\` �-� \�i' — � 1 i �� ;, / � t ` � 1 / // I \ l , j �%r , � �1\ •--' ti �jt i " 1 _ .� _ \ . �... � , r, .a / � '-- ` �: 1 / 1 `�. \\�I 1/i � �/ii/, _ - 9' Ai 1�\\\ /, ,t •, _ _ /,�,�r, tt \ J//ii/r WIN" � I , //1 1\\\, .� I> /i, y i I ,�..� j/ a P `\ i • \`` /'�� \C/ 450 ._. n t rlit— ✓ \. / / \ C q/f> ---•J >lYp /I // C / �llt �{tq�� yl/ tt \ lnryf t \,\\ ✓/////rr PROP 12' D.I. WATER MAIN (HYDRAN'TS) WVHYD/ — \\ HYD�///"-' A Li i i-2nf� �! I tx IjV0 �/ �� �o / o ——° — , c\� , \ 12 6.2 3 3 — A / 6—AF � 1101 22.5��� G I j r 8—HSIG r// 52 VM r —VML -a.R LP —CC r / ,•a , / LP —CC 4—IG TYPE 'A AMP / I , - A-) 1- VT4tD_ NOTE,: P E HS IN 92 VM / 92--VM 3-PF / o RIVER' ROCK AROUND It , ,, ,,I ► 0 CE, TYP. Cb 0 1-IG SAWN _ X -/- ° 3-PF _ ° 52 VM JC82.2 52-V M z -Z./ I_ P 0 VT I \\ / 3—HQCN \ • N y LAWN S 3--AF a6� / 0 I 1 �YDRANT(TYP) / s D ) . / x 79 3 OP 12 Gq 7 LEF7 E VALUE 3—PG 5 ' WIDE 18' LONG RAMP 57. GRADE LANDSCAPE NOTES: J 'I AD 1. SEE LANDSCAPE DETAIL SHEET L11 FOR CONC. DETAILS AND LANDSCAPE NOTES. PAD 2. SEE LANDSCAPE DETAIL SHEET L11 FOR ( TYP. ) PLANTING SCHEDULE. 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS OFFICE PARKING LANDSCAPE: PLANTING SCHEDULE. INTERIOR PARKING LANDSCAPE 4. SEE LIGHTING SHEETS LP1—LP5 FOR SITE REQUIRED:2,624 S.F. (57.) LIGHTING PLAN. PROPOSED:3,960 S.F. (7.55%) 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 1 x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE v INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 3/7/08 PER CLIENT COMMENTS BPW 2 3/2/07 PER IWA COMMENTS RLB 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY I \ r\ y(10 ' � I N N j———————— — — — — ———6———————- 14.75' , , 00 4-IG 4-IG , I 3-IG . 92' -RP 6 -HS 5„ 1 RP 3-IG SEE SHEET L8 FOR OFFICE LANDSCAPE PLAN(ENLARGEMENT) GRAPHIC SCALE 20 0 10 20 40 �'�►�'9NOSCAP�A`( IN FEET ) �� 1 inch = 20 ft. ---------------------------------_ ,, a6• 1 0 2- VM ---------------------- 72-VM `-52- VM _ 4' WIDE RIVE ' RO LP- 72- VM - r- —Y- -Y- _ Y Y Y y i 72- VM � 72 6-GT — -��-A k-A-A-a-j--11 6 1 GT, x W A-01i N z BL 7—PP 1 I 9 ° "' PROP. 10" FIRE HYDRANT(TY �12"GATE VALID INV. 77.25 \\1 -1---67° '4�� LEFT� A\1t.,c //� \\ \\\111d1!/r,,y, /�/II \\ \\\1it,11 !� %f,1� j - n1� c c0 `\ '/ //rlrq Pl �1'l�\� �\ �\\�I li/ /i/, I ��� , j1 c,�\,,\ /iy/fIt\\\ o 41'1,r, / i I \v / \///n \ \ �{ / n�\\�\ o Lo CD IN V.CW /� 1 a _ 4�Pi{p�\ ilpq�tw\\ ; �\\\ /✓/,,1/i,/,1� tyi\C 6e� DI N' \ \ PROP/1ES IC DIP WATER SERVICE %s/r\� v' Z i�?— A WI� - � 1417 5�I- 'I A n n' \ Tel. 860.291 • 8755 PREPARED FOR: SHEET Fax 860 291 8757 OFFOCE L�G\[�DOC�QG°�L G°�C�La[� esign ALDI DISTRIBUTION FACILITY L 0 i®nals DESIGN.• RLB DRAWN.• MHA CHECKED: RLB 295 RYE 3 !,. REST civil engineers • planners • surveyors I1 landscape architects • gis gps ✓OB NO.: 2282 DATE.• 11122106 80UTH WRN\ D6®Rq 00INN\ ECTICUT 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWNG NO.: iobs/2282/2282_L1—L11.dwo LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. REMOVE ALL INVASIVE SPECIES ALONG SITE FRONTAGE ON RYE STREET. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE SIX (6) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) PERENNIAL RYE GRASS 30% OF MIXTURE CREEPING RED FESCUE 30% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 10% OF MIXTURE TALL FESCUE 25% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (MEADOW) SWITCHGRASS (BLACKWELL) 30% OF MIXTURE BIG BLUESTEM (NIAGRA & KAW) 30% OF MIXTURE LITTLE BLUESTEM (BLAZE & CAMPER) 15% OF MIXTURE SAND LOVEGRASS (BEND) 10% OF MIXTURE BIRD'S -FOOT TREFOIL (EMPIRE) 15% OF MIXTURE APPLICATION RATE: 3.30LBS PER 1,000 S.F. D. SEEDING MIXTURE TYPE IV (WETLANDS): SEEDING RATE: 1LB/3,000 S.F., SHALL BE THE "2000 WETLAND SEED MIX", AS SUPPLIED BY BLACKLEDGE RIVER NURSERY, 155 JERRY DANIELS ROAD, MARLBOROUGH, CT. 06447, TELEPHONE (860) 295-1022, OR APPROVED EQUAL. BASIN SHELF SHALL INCLUDE A 30% ORGANIC SOIL AMENDMENT BY VOLUME. STABILIZE BASIN SIDE SLOPES WITH EROSION CONTROL. BLANKETS AS REQUIRED. E. SEEDING MIXTURE TYPE V (SLOPES): 'EMERALD' CROWNVETCH 50% OF MIXTURE ANNUAL RYEGRASS 40% OF MIXTURE ALSIKE CLOVER 10% OF MIXTURE SEEDING RATE: 2LB/1,000 S.F. ORGANIC SOIL AMENDMENT: 5-10-10. STABILIZE BASIN SIDE SLOPES WITH EROSION CONTROL BLANKETS AS REQUIRED. F. TEMPORARY SEEDING MIXTURE: ANNUAL RYE GRASS 100% APPLICATION RATE: FIVE POUNDS PER 1,000 SQ. FT. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 SOUTH WINDSOR STREET TREE PLANTING SPECIFICATIONS 1. ALL TREES WILL BE HANDLED BY THE ROOT BALL AND NOT BY THE TRUNK OF THE TREE. 2. ALL ROPE OR TWINE WILL BE COMPLETELY REMOVED ONCE THE TREE HAS BEEN PLACED IN THE PLANTING AREA, BURLAP WILL BE ROLLED DOWN AND CUT OR TUCKED UNDER THE ROOT BALL. 3. ANY WIRE BASKETS WILL BE CUT AND THE UPPER 2/3 REMOVED AFTER THE TREE IS PLACED IN THE PLANTING AREA. 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PLANTING SITE. 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL WILL BE REMOVED. 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL WILL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL AS MEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF THE ROOT BALL. 7. ALL EXCESS EXCAVATED MATERIAL WILL BE DEPOSITED AT AN APPROVED SITE. 8. WHEN BACK FILLING TREES, GROWING MEDIUM WILL BE WORKED IN TO AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT GROWING MEDIUM EXCESSIVELY. 9. THE BEGINNING OF THE ROOT FLAIR WILL BE SET TWO INCHES ABOVE FINAL GRADE. 10. WATER WILL BE APPLIED AS SOIL CONDITIONS DICTATE. 11. ALL TREE TRUNKS WILL BE FREE FROM ANY INJURY OR DAMAGE. 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER. 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DIRECTED BY THE TREE WARDEN. 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN 2". 15, Al I TAGS; RIBBONS OR OTHER MARKINGS WILL BE REMOVED, 16. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN. 17. NO FERTILIZERS OR WATER POLYMERS WILL BE APPLIED AT PLANTING. WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MIA (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MIA (2.5 IN.) TO 75 MIA (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 351AIA (1.5 ICJ.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. (0.75 IN.] DAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. TURNBUCKLES REQUIRED FOR TREES OVER 150 MM (6 IN.) CALIPER. 750 MH (30 IN.) LONG WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. PLASTIC FLAGGING OR OTHER VISUAL MARKER ON EACH WIRE. OPTIONAL METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURERS DIRECTIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MIA (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED, STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. GUY TREES IN EXCESS OF 6" CALIPER AS APPROVED BY OWNER'S REPRESENTATIVE. IN NO CASE SHALL TREES THAT HAVE SETTLED OUT OF PLUMB BE PULLED UPRIGHT WITH GUYING WIRES. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUN3 ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREES 3 INCH CALIBER OR LARGER N.T.S. Q�x Z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS 4 3/12/08 UPDATE QUANTITIES BPW f1 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/7/08 PER CLIENT COMMENTS 8PW BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/2/07 PER TWA COMMENTS RLB CONSTRUCTION. 1 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ® IMPRESSION SEAL AND ORIGINAL SIGNATURE OF 'IHE PKUFESSIUNAL ENGINEER/SURVEYUR. nrn 1VLJ. n n I U/i IU- r) C'Q/1 olorinAl IJUIN rev I u J 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FINE TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 11. LAWN SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LAWNS SHALL BE LIMED AT THE RATE OF 100 POUNDS PER 1,000 S.F. NO LIME SHALL BE USED WITHIN THE WATER QUALITY BASINS OR ADJACENT TO WETLANDS. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL FERTILITY TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF NON -IRRIGATED LAWN AREA. FERTILIZER (10-6-4) SHALL BE A MINIMUM OF 50 % ORGANIC SLOW -RELEASE COMPOSITION. 12. LANDSCAPE SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LANDSCAPE SHALL BE LIMED AT THE RATE INDICATED BELOW OR OTHERWISE INDICATED BY TESTING. NO LIME SHALL BE USED WITH EVERGREENS. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL FERTILITY TESTING TO ACHIEVE A MINIMUM OF 50 % ORGANIC SLOW -RELEASE COMPOSITION. 1. ANNUALS/PERENNIALS/ORNAMENTAL GRASSES: -LIME AT 10 LBS./100 S.F. -FERTILIZE (5-10-10) AT 4 LBS./100 S.F. 2. DECIDUOUS TREES/SHRUBS: -LIME AT 10 LBS./100 S.F. -FERTILIZE (5-10-10) AT 2 LBS./100 S.F. 3. BROAD-LEAVED AND NARROW -LEAVED EVERGREEN TREES/SHRUBS: -NO LIME -FERTILIZE (5-10-10) AT 1 LBS./100 S.F. 13. PERENNIALS SHALL BE INSTALLED AT 24" O.C. OR AS INDICATED IN PLANTING SCHEDULE. 14. PROVIDE A MINIMUM OF 12" OF AMENDED SOIL MIXTURE WITHIN BOTTOM OF DETENTION BASIN TO ACHIEVE AN ORGANIC CONTENT OF A MINIMUM OF 20 %. 15. PRIOR TO ANY APPLICATION OF FERTILIZERS OR PESTICIDES, A LANDSCAPE MANAGEMENT PLAN SHALL BE REVIEWED AND APPROVED BY THE TOWN OF SOUTH WINDSOR'S ENVIRONMENTAL PLANNER. 16. ANNUAL SOIL TESTING SHALL BE PERFORMED TO DETERMINE THE FERTILITY OF SOIL AND NEEDS FOR FERTILIZER DURING THE GROWING SEASON. 17. EXISTING WETLANDS DISTURBED DURING CONSTRUCTION SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 4 INCHES AND RESEEDED/REPLANTED. 18. A COMPLETE LIST OF PLANTS, INCLUDING A SCHEDULE OF SIZES, QUANTITIES, AND OTHER REQUIREMENTS IS SHOWN ON THE DRAWINGS. IN THE EVENT THAT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANT MATERIALS LIST, THE PLANTING PLANS SHALL GOVERN. DETENTION BASIN LANDSCAPE PLANTING SCHEDULE LANDSCAPE PLANTING SCHEDULE SYM. QTY. SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS FLOWER MATURITY COLOR (SIZE) DECIDUOUS TREES HEIGHT/SPREAD 45'/35' AF 44 ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE MAPLE 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF:ORANGE/RED) AG 24 AMELANCHIER 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1/2"-2" CAL. B&B PLANT AS SHOWN WHITE (FALL LEAF:RED) 35'/25' AS 7 ACER SACHARUM 'LEGACY LEGACY SUGAR MAPLE 2"-2 1/2' CAL B&B PLANT AS SHOWN (FALL LEAF: ORANGE/RED) 35'/25' BP 0 BETULA PQPULIFOUA 'WHITESPIRE' WHITESPIRE BIRCH 1 1/2"-2" CAL. B&B PLANT AS SHOWN(MULTI-STEM) (FALL LEAF. YELLOW) 30'/25' CK 18 CORNUS KOUSA 'MILKY WAY' MILKY WAY DOGWOOD 5'-6' HT. CONT. PLANT AS SHOWN WHITE(FALL LEAF:CRIMSON) 30'/25' GT 12 GLEDITSIA TRIACANTHOS 'SUNCOLE' SUNBURST HONEYLOCUST 2"-2 1/2" CAL. B&B PLANT AS SHOWN (FALL LEAF- YELLOW) 40'/30' LP 2 LIRIODENDRON TUUPIFERA TULIP TREE 2"-2 1/2" CAL. B&B PLANT AS SHOWN YELLOW(FALL LEAF: YELLOW 60'/35' MC 14 MALUS 'CORALCOLE' CORALBURST CRABAPPLE 1"-1 1/2" CAL CONT. PLANT AS SHOWN PINK 10'/10' MP2 13 MAWS 'PRARIFIRE' PRAIRIE FIRE CRABAPPLE 1"-1 1/2" CAL CONT. PLANT AS SHOWN RED(FALL LEAF: BRONZE) 15'/15' PC1 0 PRUNUS CERASIFERA 'THUNDERCLOUD' THUNDERCLOUD PLUM 1"-1 1/2" CAL B&B PLANT AS SHOWN PINK(FALL LEAF:BRONZE) 20'/15' PC2 3 PYRUS CALLERYANA 'CLEVELAND SELECT' CLEVELAND SELECT PEAR 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF:RED) 30/20' PB 11 PLATINUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF: YELLOW) 80'/65' QA 12 QUERCUS ALBA WHITE OAK 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAK LIGHT RED) 60'/35' QP 24 QUERCUS PALUSTRIS PIN OAK 2"-2 1/2' CAL B&B PLANT AS SHOWN (FALL LEAF:RED) 60'/35' QR 13 QUERCUS RUBRA RED OAK 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF:RED) 60/60: UA 8 ULMUS AMERICANA 'PRINCETON' TREES PRINCETON AMERICAN ELM 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF: YELLOW) 60'/45 N AB 2 ABIES BALSAMEA 'PHANEROLEPIS' CANAAN FIR 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: LIGHT GREEN) 45'/20' PA 50 PICEA ABIES NORWAY SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: DARK GREEN) 80'/30' PG 37 PICEA GLAUCA WHITE SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: BLUE GRAY) 40/15' PP 10 PICEA PUNGENS GREEN COLORADO SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE:DARK GREEN) 50'/20' PN 13 PINUS NIGRA AUSTRIAN PINE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: DARK GREEN) 50'/20' PS 66 PINUS STROBUS EASTERN WHITE PINE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: BLUE GREEN) 50'/20' TO 1 THUJA OCCIDENTAUS 'EMERALD' EMERALD ARBORVITAE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: DARK GREEN) 12'/5' DECIDUOUS SHRUBS CA 0 CLETHRA ALNIFOLIA 'HUMMINGBIRD' HUMMINGBIRD SUMMERSWEET 12"-18" HT CONT. V O.C. WHITE(FALL LEAF: YELLOW) S/4' CA2 0 CORNUS ALBA 'BLOODGOOD' BLOODGOOD SIBERIAN DOGWOOD 24"-36" HT CONT. 6' O.C. WHITE(FALL LEAF. RED) 8/6' CS 0 CORNUS SERICEA 'STONONIFERA' REDOSIER DOGWOOD 24"-36" HT CONT. 6' O.C. WHITE(FALL LEAF' PURPLE) 8/10' FS 5 FORSYTHIA X INTERMEDIA 'SPECTABILIS' SHOWY BORDER FORSYTHIA 24"-36" HT CONT. 6' O.C. YELLOW(FALL LEAF: YELLOW) 8/1V HV 7 HAMAMELIS 'VIRGINIANA' COMMON WITCH HAZEL 24"-36" HT CONT. 12' O.C. YELLOW(FALL LEAF: YELLOW) 15'/12' HQ 3 HYDRANGEA QUERIFOLIA 'AUCE' AUCE OAKLEAF HYDRANGEA 18"-24" HT CONT. 4' O.C. WHITE(FALL LEAF: SURGAND)) 4'/4' IG 24 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 18"-24" HT CONT. 3' O.C. (FALL LEAF: GREEN) 5'/5' PO 2 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO NINEBARK 24"-30" HT CONT. 5' Q.C. PINK(FALL LEAF: YELLOW) 4'/4' PF 6 POTENTILLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA 18"-24" HT CUNT. 3' O.C. YELLOW(FALL LEAF: YELLOW) S/3' PR 1 PRUNUS X CISTENA PURPLELEAF SAND CHERRY 24"-36" HT CONT. 6' O.C. PINK(FAI.L LEAF: PURPLE) 101/8. VT 2 VIBURNUM TRILOBUM 'BAILEY COMPACT' BAILEY COMPACT AMERICAN CRANBERRYBUSH 18"-24" HT CONT. 3' O.C. WHITE(FALL LEAF. RED) 5'/5' EVERGREEN SHRUBS AZALEA X 'DELAWARE VALLEY' DELAWARE VALLEY AZALEA 24" HT. MIN. CONT. 3' O.C. WHITE 4'/4' EF 6 EUONYMUS FORTUNI 'EMERALD GAIETY VARIEGATED WINTERCREEPER 12"-18" HT CONT. 4' O.C. GREEN/WHITE EVERGREEN 4'/4' JSG 28 JUNIPERUS CHINENSIS 'SEAGREEN' SEAGREEN JUNIPER 24" SPD. MIN. CONT. 4' O.C. (FOUAGE: MINT GREEN) 4'/6' MP 3 MYRICA PENSYLVANICA NORTHERN BAYBERRY 24"-36" HT CONT. 6' O.C. (FOLIAGE: DARK GREEN) 8'/8' RP 8 RHODODENDRON PJM 'COMPACTUM' COMPACT P.J.M. RHODODENRON 18"-24" HT CONT. 4' Q.C. PURPLE(FOLIAGE: GREEN) 4'/4' PERENNIALS/GROUNDCOVERS ASS 0 ASTILBE 'VARIETY' VARIETY ASTILBE #2 CONT. PLANT, 18" O.C. WHITE/PINK 60"/30" CKF 0 CALAMAGROSTIS X ACUTIFLORA 'VAR.' KARL FOERSTER FEATHER REED GRASS 2 YR. CONT. PLANT, 36" O.C. 24"/18" CTS 0 COREOPSIS VERTICILLATA 'MOONBEAM' THREADLEAF COREOPSIS #2 CONT. PLANT, 18" O.C. YELLOW 24"/18" HS 30 HEMEROCALLUS 'STELLA D'ORV STELLA WORA DAY LILY 2YR. CONT. PLANT, 24" O.C. YELLOW 24"/18" LM 0 LATRIS MUSCARI 'VARIEGATA' VARIEGATED LILYTURF #2 CONT. PLANT, 24" Q.C. BLUE 24"/18" PA2 0 PENNESETUM ALOPECURIODES 'HAMELN' HAMELN DWARF FOUNTAIN GRASS 2 YR. CONT. PLANT, 24" O.C. 36"/24" TA 500 TUUPEROUS ' APPLEDORN' APPLEDORN TULIP 10-12CM #2 BULB FALL PLANTING, 12" O.C. YELLOW 12"/18" TO 500 TULIPEROUS 'RED RIDING HOOD' RED RIDING HOOD TULIP 10-12CM #2 BULB FALL PLANTING, 12" O.C. RED 12"/18" RH 24 RUDBECKIA FULGIDA S.'GOLDSTURM' GOLDSTURM BLACK-EYED SUSAN 2YR. CONT. PLANT 30" O.C. YELLOW 40"/24" VM 784 VINCA MINOR COMMON PERIWINKLE #1 CONT. PLANT 24' O.C. PURPLE 24"/24" SYM. QTY. SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS TREES PA I 21 PICEA ABIES NORWAY SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN DECIDUOUS SHRUBS HV 26 HAMAMELIS 'VIRGINIANA' COMMON WITCH HAZEL 24"-36" HT CONT. 12' O.C. IV 5 ILEX VERTICILLATA WINTERBERRY HOLLY 24"-36" HT CONT. 6' O.C. MP 23 MYRICA PENSYLVANICA NORTHERN BAYBERRY 24"-36" HT CONT. 8' O.C. VT 10 VIBURNUM TRILOSUM AMERICAN CRANBERRYBUSH 24"-36" HT CONT. 6' O.C. WETLAND HERBACEOUS PLANTS QUANTITY: 500 TYPHA ANGUSTIFOLIA NARROW -LEAFED CATTAIL ONE YR. GROWTH 4" POT 3' O.C. (0"-6" DEPTH) 125 TA SC 125 SCIRPUS CYPERINUS WOOLGRASS ONE YR. GROWTH 4" POT 3' O.C. VH 125 1 VERBENA HASTATA BLUE VERVAIN ONE YR. GROWTH 4" POT 3' O.C. CS 125 CARER STRICTA TUSSOCK SEDGE ONE YR. GROWTH 4" POT 3' O.C. (6"-12" DEPTH) QUANTITY. 504 JUNCUS EFFUSUS SOFT RUSH ONE YR. GROWTH 4" POT 3' O.C. JE 100 SL 100 SAGITTARIA LATIFOLIA NORTHERN ARROWHEAD ONE YR. GROWTH 4" POT 3' O.C. SA 104 SARGANIUM AMERICANUM BURREED ONE YR. GROWTH 4" POT 3' O.C. SA 100 SCIRPUS AMERICANUS COMMON THREE -SQUARE ONE YR. GROWTH 4" POT 3' O.C. SV 100 SCIRPUS VALIDUS SOFT -STEM BULRUSH ONE YR. GROWTH 4" POT 3' O.C. NOTE: 1. WETLAND SEEDING SHELF EXTENDS FROM ELEVATION 60.50 AND 63.00. 2. WETLAND PLANTING SHELF EXTENDS FROM ELEVATION 58.50 AND 60.00. 3. TOTAL PLANTS REQUIRED FOR SHELF: 1,004, SEE LIST ABOVE. 4. SEEDING AND PLANTING SHELF ADJACENT TO BASIN SHALL HAVE A MINIMUM OF 12" OF TOPSOIL WITH A MINIMUM OF 30% ORGANICS. NO FERTILIZER OR LIME SHALL BE APPLIED BELOW ELEVATION 63.00. 5. BASIN SIDE SLOPES SHALL HAVE A MINIMUM OF 6" OF TRACKED" TOPSOIL UNLESS OTHERWISE NOTED. 6. SEEDING OF BASIN SLOPES SHALL BE BY HYDROSEEDING AND HYDRO -MULCHING. ADD AN ADDITIONAL 15% TO SEEDING MIXTURE WHEN HYDRO -SEEDING IS USED. HYDROMULCH SHALL BE EQUAL TO CONWED 2000 AND APPLIED AT THE RATE OF 1,400LBS. PER ACRE. 7. FINAL PLANTING PLACEMENT AND QUANTITIES TO BE DETERMINED IN FIELD BY ONWER'S REPRESENTATIVE AND TOWN STAFF. NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% RELATED TO THE PLANTING OF THE TREE h4LX. BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING "TREE PLANTING DETAIL." SOIL. LOAMY SOIL .,�/ 1:1 SLOPE ON SIDES OF PLANTING HOLE. TAMP SOIL AROUND ROOT BALL UNEXCAVATED ORCOMPACTED MOUND BASE FIRMLY WITH FOOT PRESSURE 2 TIMESUNDER THE ROOT BALL TO SO THAT ROOT BALL DOES NOT SHIFT. THE ROOT BALL DIAMETER PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 277: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOMA CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. &B TREES IN ALL SOIL TYPES N.T.S. NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS. ADD 20% RELATED TO THE PLANTING OF THE TREE MAX, BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING "TREE PLANTING DETAIL." SOIL. LOAMY SOIL 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR TAMP SOIL AROUND ROOT BALL 2 T11.1E5 COMPACTED MOUND BASE FIRMLY WITH FOOT PRESSURE THE ROOT BALL DIAMETER UNDER THE ROOT BALL TO SO THAT ROOT BALL DOES NOT SHIFT. PREVENT SETTLEMENT. LOAAY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOMA CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.57 BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. TRFFq PI ANITFF) INI KIr)KI-RFgTRIr TFF) SOIL CONDITIONS GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. R-�rlJ IJ Iii � NOTE: 1. CREATED SEASONAL PLANTING BEDS AND THEIR PLANT SELECTION BY OWNER. 2. FOR WETLANDS/WATER QUALITY BASIN PLANTINGS, SEE PLANTING SCHEDULE ON SHEET L6. SIGN DARK BRONZE YELLOW -ORANGE ORANGE RED -ORANGE DARK BLUE LT. BLUE DARK BLUE PANAFLEX WI 10' LETTERING CONCRETE BASE ELECTRIC SERVICE 4'-0" FREE STANDING ENTRANCE SIGN (NOT TO SCALE, DESIGN BY OTHERS) REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 WIRE - NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2"x2"x8'-0" TREATED STAKE FOR TREES LESS THAN 3" CAL. 2 OPPOSITE 3" SHREDDED BARK MULCH (NO MULCH WITHIN 3" OF TREE) TURNBUCKLES - 1 EACH STAY WIRE FOR TREES 3CAL. AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2"x2"00"WOOD STAKES FLUSH WITH GRADE FOR TREES 3" CAL. AND LARGER PLANTING WHEN STAKING REQUIRED N.T.S. Tel. 860.291 • 8755 Fax 860.291 • 8757 civil engineers planners surveyors landscape architects • gis gps 425 Sullivan Avenue, PO Box 1167. South Windsor, Connecticut 06074 BALL DIAMETER + 12" 5 SH L-1 LANDSCAPE ELEVATIONS DESIGN: RLB DRAWN.• ✓U CHECKED: RLB ✓oa No.: 2282 DA TE• 11122106 DQnugniG AIn • inV/un Ao /'�9P9199P9 1 1-I 11 ii N❑TESL 1) DOUBLE FACED INTERNALLY ILLUMINATED MONUMENT TYPE SIGN WITH ALUMINUM SIGN 16' rARTNET AND FLEX FACES. 3Q.FT.CPER FACE) ER TO ARCHITECTURAL PLANS FOR THEIR INF❑RMATI❑N. SIGN SHALL INCLUDE THE BUILDING ZESS,WITH THE NUMBERS ON BOTH SIDES. 10' HIGH) N.T.S. GRADE 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) DEPTH - 12"(MIN.) BEDS PREPARED FOR: ALDI DISTRIBUTION FACILITY ILI 1 ?c)� I'Z�'L �TIZLLT \1' 12112 , CONNIECTIIICUT 150 to 400 watt Mogul Base Lamps Maximum Fixture weight (400HPS) = 45 lb ^n �- I--- — 22 'b' I 0-T L -� k 2" 16' Arm cross-section L SITE LIGHTING (FULL —CUT—OFFS) DETAIL N.T.S. C4'-30' LIGHT POLE/FIXTURE N.T.S. 30 FIN' GRADE /1 # (24' HT POLE) 0 30' HT POLE) 5, Lei W FINISH v) `= GRADE W TRUCK AREA) Q— I LIGHT POLE BASE DETAIL M LIGHT HT CENTER HEIGHT 8" DiA. 8r DiA. J1- 4OLT CQ3CLE DIA. BASE PLAN VRB ALIMANUM SHAFT *30r' OA 36' OVERALL HEIGHT AVAILA$LE - CONTACT KITS REPIRESENTATIVE L—i�Q' {xt�z ABSOLUTE NnNlliillfll} ANCHOR90LT PROJEat ON 42'* VR$1 LIGHTING BOLLARD & CONC. COLLAR N.T.S. NOTES: 1. PROVIDE MINIMUM SIZE WIRE #8 AND 1 1 /2" CONDUIT FOR SITE LIGHTING. 2. FOR ALDI BUSINESS SIGN, SEE LANDSCAPE DETAIL DRAWING SHEET L10. 3. THE PARKING LOT LIGHTS, THE ROAD ENTRANCE LIGHTS, AND THE DISPLAY LIGHTING ARE AUTOMATICALLY TURNED ON/OFF BY THE LIGHTING CONTROL PANELS WITH A OUTDOOR PHOTOCELL AND TIMER. FOOT CANDLE POINT —BY —POINT NOTES: 1. POINT —BY —POINT CALCULATIONS COMPUTED BY REPRESENTATIVES OF KIM LIGHTING SHOW THE LIGHTING LEVELS ON THE PAVEMENT OR GROUND SURFACE IN A GRID PATTERN. THE ILLUMINATION UNIT AS SHOWN IS IN FOOT—CANDLES (FtC) AND INDICATES THE LIGHT LEVEL ONE WOULD EXPECT WITH A LIGHT METER READING AT VARIOUS POINTS THROUGHOUT THE PROJECT AREA. 2. THE LIGHTING CALCULATIONS PRESENTED WERE GENERATED THRU USE OF THE AMERICAN ILLUMINATION ENGINEERING SOCIETY STANDARDS FOR EXTERIOR LIGHTING CALCULATIONS. 3. FOR ALDI BUSINESS SIGN LIGHTING, SEE DETAIL. 4. THE PARKING LOT LIGHTS, THE ROAD ENTRANCE LIGHTS, AND THE DISPLAY LIGHTING ARE AUTOMATICALLY TURNED ON/OFF BY THE LIGHTING CONTROL PANELS WITH A OUTDOOR PHOTOCELL AND TIMER. SEE BUILDING ELECTRICAL PLANS. Desi n Professionals LUMINAIRE SCHEDULE TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF OTY AA KIM AR4/400PMH PRA30-6188-A 14 a (1) 'A' AR4/400PMH (1) VentureMS400W/H75/E 40000 5' AFG 0.70 By-- KIM AR3/400PMH PRA30-6188-A 6 a (1) 'B' AR3/400PMH (1) VentureMS400W/H75/ED 40000 0.70 CC KIM AR5/400PMH PRA30-6188-A 4 ° (1) 'C' AR5/400PMH (1) VentureMS400W/H75/ED 40000 0.70 EE KIM AR2/250PMH PRA25-6188 3 a (1) 'E' AR2/250PMH (1) VentureMS250W/H75/PS 22000 0.70 FF KIM AR3/250PMH PRA25-6188 4 (1) 'F' AR3/250PMH (1) VentureMS250W/H75/PS 22000 0.70 BL KIM VRBI/70MH 42' BOLLARD 6 (1) 'G' VRBI/70MH (1) VentureMH70W/C/U/PS 5300 0.60 \ dodo A6dAAA �\ d,AA6a4l�AA t, /ii�dlk fkA6�d 1k66AakokakekA 6e14 6666SIT 9kokIla Pw' Aaka1s . AtkIII rhLIT skLkLk 1ktb6Mba ell ASIT 69k66Bb912lkak ul ut 6 t4 s ' '1 air We 6 sb 912 Ile tk A ots 6 a a Ora a 4 A ek uz al �A 6 1k 1k A A al 6 d6 ' r s a ah a1 tk ao' l a dz dz ek 1k ! a a d e w M aSo dr ur ' oe a� A. A. ek L • /al eb a k afs ua as a eds fir i�afi e s LidI I 9 1a ass 1r0 L 6 6 Molt d'b cs3 6 J4 sy, I ' � z 1k 1t!1pSs A 6 4 /L� dis 6 dl Adb666dK6dIP� 4Aat6tk6ok6Aeks ob.1$h o9 e tk6a4A6 s e!2 tb th Lk ul 6 4 a Its 6 6 ds ui9 eta d A s a�a/f i2 tk ds A , a i Lh NOTE: SITE LIGHTING PROVIDED ON CIRCUITS LCP61-2,4, LCP61-6,8 & LCP 31-2 TO HAVE CAPABILITIES OF ',�t' LIGHTING LEVELS LOWERED AFTER 9:OOPM. ell at6 at d3 SEE ARCHITECTURAL DRAWING 4352-EO11. 6 BA z 1 Z9, 6• tea J ul ss $6 zks Ib aia r ' Lh t 6 Ors 918 ab h 6 6 6 za dl 6 bek666 ah 66ek d4 A 1 dl el, Jr ell 41Add,6 h1h 6Ile Jr66 r 9 aia 1166619&&A&$d a 6 h rsItJr6A61 Jseb� a e ab fi 446A11k6ab6 dodo a bJ,d3A666>11106 ebs6 6666 Lk th th 4691! 1d '4 asses Aeb ��e.�s tb \ dais u6aU6fi ekAAdz A666m ka a'a J er es6el9�a66 i S9a 46sbese4J6 el2AA ak& I,tk666 J4 ' a 66,66k �\ a b47A6tk; LbtkA6 Aak6tis6AIle ell Ja 41 AA \` 6dI J4dl41Jret;LkAAAAAAtkthok4dA k Aa 9 dot& LkA6 s 6'uad64tkA4 446A66915a66 319 u 66�tkLka4A \ Li' usJ i Jr6A66thtk:A 446A4Lk666 1146zb] �y b 6 LSs6A A Abdo III $Itdab6666AAJetbds6Ar a a4sz at A6ayakr7JrJz \ III Lhsk tts66Js6akAA 6do6666 6AAtkth643 z!s?s' 6 !, Ili 6rk 6dAA 6\ ,h' 6tistkA6Lao6666AALkthtka 6 dl t 411oll`tb6k Lh tk6Jlats6ek6A 666664666A6&U1CIO bai Zell Its a4E9149kJza4 \\ a!9c da dtAJs p14 u_ea 314 .6 de A de 666&A'A 6dk66 ais ! d4 n!s a Ld1 th Lk a!{ • � • Jze k n&.4i�614Jx daldr6ekakA6A6666atQ666666111tk666t t dodo Ir566Lr'thtk416 \ asokils 9 era a m.' dsJ 1141L4tbJ2AA6 ' 6t1a1141144ell iroe3o44sklb46w boas' 41 43 4 4�l ekdd \ ebchaIAA6a Ike al d 11 eaalxe Ad1Js6LA4 4 4614adoAAra666ear6okehLl 414, Lk' d466A 1b66 tie tband5eA�6u66ur ta3; 3t rdrlk666sk6AAAA11Ile4 ea66666Aek666d3 ea 6A6 61bLkd' �\ a ah6abctd�JroadobJlell Leek e9desdlJeJ6JIokJzei 1 ddasddJo6drIll uloJrJrJLdJzLrsa4daz146 L46 JI 446 JsJsJrrk filth 6 BhJl6eeil,ols cis ehr.'e Ieildrdl6ekth6 6d66A66AAdoAdo66Ae1s666A ah'ak d44.1be16 AAell Aeku2t 6its oil d4 on e46 IN410,666Lb6 LIT akekLkddddddd4111tu 112LIT rhtuall 'is h v e' Js hufk \ Milc:tAAIll Lkaklk ek6d, A' 66k a15666Ph6 eb6Lh69ktkekA64AA44A6tkLbell 66 6 h�LbekdoLk p•_ eb6JlIII" ITkak6kuOA ds , L i6skA 64thekill thokaksk66A6IllA6ak61b6114 rir lk'9' eb6Lbtiz doAAA111c1l kak�doL46113 1" fir 6d 1la466JlskebJl6ekakek4Adl41AtkokJlekJl hz the a 666ek A \ a4666A kabob d A&bthtk ai kr li'S 9L3u1 144 Jaakw6 ob r]e e1 01� 1149k6 ` 6AAA6Aakeh6c+sr A6dsd1 n'u as ha29aifd5llsa Ir6ek�rl66Jr6a26sadiJssuJLLbsbabAuz4kthekabA' u J' dRrJaPk6A A AA ill A tk eh th 6 4!6 a`ua 6 R16 ea Js L1s i th Lb t t161-19a t39 J k III sil o v ek ak 6 Js ek 01 rh 65 Ji Lb Ik Lb e14 Jr u z aB I J ell ak 6 a do A LM A ak ak ek Lb'U L4 ek il 16 J1 Lb e Js 6 1 La Lis xd9 sh h 9 saff L a$ 6 tiI 6 s19 LIe e1 J k 3s eis LE6 ek d ss lit ■ 6 4h 4 tez 6 A a466Lkth6:14d6dlItt)66JfJ1 is Lk tkA2iszbLh I dA r W 66JzLt1496di116di6il, zo ak 6!9 rdothek6 \ 66Aek6tbdoo3stbAd6t a risk 6do11)06 a 6 64ous uz a1 66666do': oh d9 666tie 6 AAALbckobth% III 466 ai 1el n fir 16eka. w kahLkLh ILA ab d46A6d466Ad1 •9eb aa' 6j Jreb Is�z66 ••� 6 A 6 tk ob 6 ds di dl d, 6 6 A' A '1s 6 4h th u • ds ale an t, A ak Lh zie h III tw Jr 6 A 6 A 6 eta m 6 J, Pb 6 wh ek 011 A u, 1 e A A III ehtk1brba4d9:i12Jr6III ueJ9 6' 6an AA a Is? LIT 3 kLh aS Wea2!e I ek611 ai9' 6daI6b6l4f13ttieeh6 do 'ra► A th Ara ek ob L1s 6 Jr d 6 6 . a A a1 lb e1e 6 z3 z& zk u 9 ' 3PCr 1S �' 11 Js c32 6 6 6 eh Jo Lk ell!7 4 Jo 6 A A ak ek ob 6 ek Its 6 14; 1 eb Lh b 6 Ll6 d 1 ziI ah fir a !s fir Jr z4 lk J, k� nh 6 ab Jr Ja 112 6 Olt c1h eta Cx 4 Aehdtok4kt66L4lk6oQa JiJtJ96o!A il 1 1h J46 's + hkabLfi ah er166t:,s 6AA66dro66 b L4ab A tit ak6Lhd4tbok6oh6 6 e Ly�h ri Jr tat 6A6th6 th' eizd4Lh4hd66hJo6obtxero 5 ' b 6 1b I., I ' ek ' J Aix eb Jr ziz zb ! 6 oi9 l k L4 zi1 h ak t JI 1h 6k It do do 'as Gab 'woaro6 ma ones a Lrouull as , a r L4 `+F�"' L o3 a� rmLroLx \ _ tk do d1shAokd3thdsJrtbdz6M�f� !�n a IbJr zia 6L14 tb LSzksi zksEa ds 6J3aleA66Lrs66Aso6 6s'x66lm6Pi6 6 ATCk�j�� '44 d,AdlekobOAoksitisohoh laisni Lk6 U us T a4 ueialL t 3 63z1zhzalhds ah ,A1IA6ekAAd1A6666 rI f5 1 \ W b 6 6 6 6 1b do Plo 6 6 6 Lb 6 �/Y '•<Y 6 A Jz ek eh eb fir 6 ei 6 A c A ' as e13 d9 h z a eb a3a a 1 e I Lf3 atLu6 L?e Lk to sb �h za J !s Jo 1s d s1 J3 ak 6 6 C 6 ob ah 6 6 66666666 v666666Io 1. �� A a%1 Lk eb :u 6 6 d A 6 a'c Zia Js 6 '36 L& t iaylhf 1 L i4 1 6 ! ak !s L11 h ]u^n i39 s 13z a u, � fi d1 l ais 4 4, dl &6 tk A 6 A 6 6 6 do do Ara 110 6 1i 6 6 6 CIO 6 ua ' 6 6 6 6 111 6 6 a4 oh 1k de 6 ah d, A d, 4r) ors a3) 6!1a 6k 6 tb rah 1rA lk all as 650 A zsa 34 a4a Ise 1b Lz a ' Ira 6 6 6 J2 6 A 6 ell an 6 slo 1b 60 eta666do666' aroA 6AA6AA 66do E 66LkPh61b6e11a11J16 ' JI dot aha w k a1 rl 6dlit, 0k th ek a a4923, A 9 L16 hus akJ4 a is 666AekA466666do6 th 6 6 6 6 6 rm do u u, a A oh L4 1i1 6 ea d, 6 6 A A rk a+aa. 6 6 6 Lk 6 6 J6 J9 6 ak Jr Js JI ah 36 1 a34 fb aSs , a a afa air ob 6 ur tk 6 Jr Jo J1 I ,k ds Ja ,sa iv & Lk u ais a Jr a'a 9: 6 6 ok eh nh 6 6 6 flo eb Ja 6 a'o _. Cia 6 6 do ab 6 6 6 Mh di at;Ii i 6 A 6 6 A - . ill 6 JI d,ell A Ji JI A C11 A A tk 6 6 us J] 6 el" 6 Ob . '6 6 6 nb 42 A 44 Ik ' d 6 015 6 /r3 4 ' J4 h 2�3 21L 1!a '^ ' 0'A 1b 46 6 Lx ob 6k ilY A A 6 to 010 6 6 4 666daLb6arockdAL4 ek6ai6.l�.°b rk6kA6L4A64104 dl4,ahoh � AAah666J,A6A aaak I t abab919e3 P1566A6 e66411th 1 1 1132.&3 zhthr ell ab'a3tJsJiandJl6eba46666666Jo 66aro6lbab66a:6woke Pkakwl°i�^EL Mi ckek k ktkAds6ehd eitand AAAde666dt66tk ea 'd �� �ak iU6UdiCIi azeraJld4411 Js11Kds66Aaad4aA A a31•ro 6 zb z Ji nSs J16Au46tb 6fkAd1666666 66ebJ)uo61In6111Ii! tl J ebbs :i+ehC: th013 tzLkekekPke?e6666ell 41 ell 668kLIZIh6JsJ16J4PaabeS, �"' ai9a 90i3J166666 1hAd4oktu jiJ9Ad44,0 7IllBuaA 6' a skzr2L46L 6Js' 9 /rsairdelsL6 le011s666666 6d6A6AobL46d1A Aa o iu,o Achfb ak A$1,66ahL46 th 1.L16J,66J4Jrt�t9onaaek b ak' L 1 d4 4er dJr6L'zeaa A6dvdo6ak } u \ 66666666AAokL'IT11a4'ekul P6ohJuJ3ek6etaLbokabakLks 6J16666 4L � d•16rkLkL&l6�JrJsokeile DIT Jss3 Ik au JznkolJ,ak LkkfkLklkLkakJ3rhu4ah%ktIt66u�41k6 aeb nh ak Ja ar36J,e3Jzsh66666666 6 6 6 6 6 6 6 6 6 6 Lk ok d, 6 1 111 0.!, L» 6 d, Ph Js ah e& ab 6 J, 6 J3 L'n Lk eaz ek 6 ah 6 d^1 6 6 Pm j� as 6 ak Pk e14 16 J1 6 6 us ai6 6 LSr 331 6 J ak 6 d Lei Js I1, ak 6 6 6 ok lk de ok ak Lk Ja a64 L4 eb ab 6 elZ � 9 lk ois Jt a) Jr e!z 41 Ile It, 6 ok 6 4 6 4 J3 h 6 6 6arotzo6666A6ek6hA 6o dsd,6666JrekJs66osabah61k1 zahek66rdee66a6 !n tk CIO 1b! va is JzJr b cub tutnlzakb6ak66666666ekekekJe161kd,1brh�s nl6 a 6 J 6rkefsek6a56dro6666 do6666666Auzaro6)%tub hdid,tl,dro6ekJa66JIdo6iscis 6th&iedeektkabi,4(1144166 r 6666ak666Aeheh4,ils47 ad, a4tk eis66666d666ds,b6ohshti36Lksk42au6J16666 W dAehe 6666J6 f a8 6 6 k de A 44so tkPhA 6d6deklklkebeb61 Its 43isobfku4usob J 6 6 6 isatbehd,d do6do6do6 \ Ike 6 6 6 6 do 6 tb Cb A ek 6 fM 116 dl 6 6 6 '1 dJ Ji 0.11 Ir6 Pif 6 d9 Oro a19 6 6 6 eV !b A a3S !b eh A 6 JI @b wk ak fk 4te A eh A JI 6 'r 1i1 //.'���_J/ Jf 6 6k ak Ek frb Jl Bu. 6 Js ' 4U 1 Ja 1 Lk Lh L9 L!6 91 6 J2 Ji Js ek Lk 6 6 6 6 6 6 Lk Lk J2 Ik Ik J3 th Jee ob 44 Js 6 Jn e2 J, ' 9 ib 6 6 6 & J4 !k 41 6 6 6 6 6 6 6 6 fi066666 Lb 6 6k eb 6 J16rk d) di ah i d J, J) r di ets Pk 1 o15 a12 dour 66666eh Ph666k O't26k eh A ' A 6 61, La Imo: � 6 6 Qk Ik J1 J3 L4 all J>J4 0 al 0. iJ2I L361q a .k ei66J66 Ok Ik 6 6 6 6 6 th th 1k Ik J4 ao6 Ila J9 6 d J, JI JI i l l4/ lk J9 i 6 JS P17 Pk L4 6666666 !hlbOta0ab666A Oh6d,t'6 . de leA ' nk ekP39Jr631nl9O BS A63A6dla96d7d7d/tha'aP95PhM66tkdoLk , Ol ehlh 76 Ch Rb A6Aek661111% Z49Jra141 0.3' da 6 arl66Js6Ck66 A L4 A6/1t66ds6J1J1119d26 k63 6obe.I50kfh A66666MO \ 66do666666ok66u, 9AdzilsA6AdlAA666dtt4daPh6rbab akekJx' id,shAohA a4d Aak6ebPb66 bore u i,il0.a d4 ak 6ddrA6fk6AA 6ekeb6u 66eis66 a Js 4 b h fir r6 E66akA66do6666 6d 6666666ek ew6d, ab d4oil6' a a e 1h a4 d J aSl 666d4 als u1 J1 Ul 011 b "OUtsu th !k kdeAA66 d•1A AAek66eds JrAAJ ia^ aS a$a 013 a4 oil a'a 6ell AJsAAAAA Lk Lk sk eb eb6Jrd 13 3, 6 6Js Lh ek 14 wdoeb6666 6aio6tloedo6f:ro6lhAzk6eh;e'Zd16 rr9 J9 J-J1Ia I rtaC19 Joels 6Lo th ob bur ellekekwkA6At46414 � a+,66d24Ch s eh6d,Adtak 6ak J,' ekiaulal d6666eb6ek66A AAAek6eh66ek J a4 ekok6ebtn66do66do66 \ 6tol3666JoLb"166uJ)vlWol, sa4 9' u93 wb a an akai6dv 1aw4ot6n470h6u0obtleIU11a6PIa6J+1to6Lbak6kC11666su66 ea6ekekekal hJ,AJ11r3 nu o1 a39 waL GI Jra16Lk66 A66ekak13 b6oiz 1& a1a rak66usk66666Lk61m 61rv66666664i1ALkJ411r6J4fra ni d8Lb11 h ai4s i4r3ai3a4ebb4".t oraeb6ah41,ba46ek6J)AtbJt&III o Ile CkA1kA66AA6 6A6Lk6J36166a6ds Adr m teJ9lie do Ae6661 6fk6AA AAA6A1is66eku6 ae 6dJiiakAA666666 66dofI do666d,tk1heb6its a'za' eS Jr LbJ) s 1 nS , 1 ]tb 1 L1s die J311,446ill skA66abdraueke4&&4bth0kIle th kJz666666 V AdskLktbt4shd7J4 6 aka fire 6 a31' 6drd166 6 4AAA666all 6 n A aat<s66Jivah6A666do66 J 6 '< 666666 Aak6extb66 ei d1 111tiA % h ak as J ak ]e J b6 dI4aahni9 arzJrdrch6m66 dl6Jrekessnhe!s66ob 6eltk6666 A A 6 6 dMtk66LibJt6A dodo zr' as ok' IkLk ds d4 A6613sLLfkA6 A AA A61se66A Malta a 666Lb6ekAA66666dodo 6irex 61ra66dtek6ais666r Jf rb d bJ„ . i e 61 1Jfzk Jo16 r aLaS9a4 else.s6lfz6als6496,a4Js4b66ei4fbJa6akakokA6AA6eh a5A1keh9bIle 6J16w Jra nb e1] Ilislk J eiJ3 6dabeb66kAAA �fA 6AA66Jr66 6 66Jr6ak6L56666ero66 66666ex do6AaheEtskuidldsla onk 6 e4eaau hJr n ax it la J ab anJ,as • LkbosAusJl z6kJlJ,JtJ/axe�elaJ eb6JrJ2A6AJ w 41k AA1k666JrAJ4eiaJr e'u i a bal aSI 6 16AJ,AIle AAA �i�C 6doIliI Ado a3 9 Js 6At1saILkAA6666666 / 66eh61kdo66x. AA4k6fh6ddsJz ak eh Jf t Ikds.al aI 6 , ni1 haisai16.S4 AJsuJlAoh6abPkJro&6Jseh6tktkekekekthA66AA A6JzekthIhtu 66u, dodo Asa aS9 J9A zisise 4}�66eh66AAA 666A4k61h6 Ja a urrL 6 6119eis1l,tkAA6666666 / / a 6666t46666aro b' AA k6e! 66u1d9 ak webak' b' ab b 6 ab a a ads r a as a A J Jra816,' A6JsJ4ntsJ4Jlth41d)(371husJ4ah66ahththkkk6AAAA AAak666666tk6' 4 llbs r ua L5J ah a AAJsekekAAA �Clj NE S 6AIIII6A erg E3 6Jsu+ebIkAA6666666 s666 6611o6666ex an 4eb';s .1, 11,dleiaPiz Paab' 3 1 szbn »J4s 9 L13 9eUn oGolauoi, orzohoht$ak6Js6Aaka46c$s66a1+6JlI&oktkak6Aa4A6a4 AAtk6666J1u1J46' u9 9ah Ji Jr J1666akAAA �< �j 6AA64bLe96 Jra zit 4' asAJrJ6AAA6666em6 6do6666Jo6666ob6Pk1L uf. 6J ebdsA6euu4ua borsakLb a1L 6 6J9Lk' ak o a J9afi as a@a@ o tU�'gpzaa iE atsthI;-Jz6d,J16III4kAok65 kC&11ob9 aektkthenAthell AA1k1k1b 6e1 666J6 A Hoot al als is 66urL1sJ 1kAA ��ii �Y 6tbA4k1? 666 5 L4s J1 6661&1b1kAA666666 .L .t. .L .e..L .L .. ...L .1. 2• t h f, •t 3(.t,714 G< M 4i 139 of4 Je ah ah eh L4 o1s 6 Jr Jr ab 6 oh A 6 ek ek 1k Lk 6 A A A A A A A A ak 6 ek ei eta 6 6 6 Jr r Ik ab ak da b J, 6 6 es, Lk 6 A A 6 1s A 6 6 6 Jl J LIE nk I i4 ek Ji 6 6 eh 6 ek A A 6 eEo 6 6 6 n/ r, an > . . . . . . .. . _. �E��, z ..._—�___. — �w�wwaw� .� a,�,M.��.�.�,..,..--- 6 6 aro ab a'x 6 6 e, 6 aro 1b 6 6 6 6 6 6 a4 ds L, 6 tic eis 6 6 6 ek 6 d, tro 01 ; th raa Js ! afs a ! d• tdS 25 a e z ais 9 a J ak ass 6 d1 d4 oit A d ei, d, 6 6 d/ ! in do666 a6666Lb6666th6666eh6d1. 66LBL4Pk6ak6dsAJa asase o3n4 u��2y.�4 A a o a!d LJa a,Jsahak 41kdr6d16Ad,dA4A666oh666tkokd2u16 A66 �� 6AJz66A66666 ail Rao ais64o 4elz666LI,AA 3 doA666da6Aek ais Ja A6J16LkA66666uo6 6rb66tbek66eb6666666ek6ek6ebAd1 L ds6dsuJi66d,1hdsinod aha4a 6 ,n4 L123,1�2Li d lab hak J Jl a4aua4 ors eani366elloil6Jrrls115derll6alsth6lbtrzrlZ 4 1114A �6Jz6oheba46d,61r nta as9 iJ96t}2J9 dl¢ eb66hA1&614/k6AA AlkaGols6cls Je a ua66ckd6666666 66rb66666ofo666ab666r566uleha!d\LbJ46ehelji6d6Aei01)f1sJaao.Ba a lr Jr w Jr lae a n J SsaaJrake Jz6Jlebds666(174Ckska4/Ss66h66 eleokAAAAAd66d Aekek6a6611s6A66 okua' r sJ1 afs !}s666do6ek6A 6AAAekA6J4A e e 66eis6ebeA6ab6666 ab61o6666Lb666666dododo'ted 11L d ak666efadr6dfdldsAAoB ah 4rlras d9 h ilu l J 1r; J ti oho 1 Ss abd alr I did 6d,dr66cb66drLlnJsae tl 6abskcle detbAAA44.446desksb6u66666 Jr ! ok S 1 ' 6 eSr r 446J1J/A6akAA 666Ask114Jtd6J eta ¢56AJsJs6AAflo6Joek66ra IP abaaeo66ab6aloelo66loele6ab6666a4a4as d ekek6ebaholsJrrbJl6alsuraben aisr JJ; Jrss; k zt9 r jr Jz.sa i r oast s JJ9 ake31 6ak66666ek6ekIII ehrhek666okiklkekLkAJlPhthtk6JaebJlibsh do ass ttb rJs chk An146Lk6ekAd 666Ath6d4ob6ea6eSz eb 6e166AA6664do10 6666666oIa666666ell 6Adahlh ekk66hebJ1A6d,6ds6Jz a 14 ai 4a bth 8 d ,r9d d7u a 1J,JTill Jz66eratbJ9elrusek66J6e1s666666Aek1kektkok�z66ek661kur66 abJr Pa Jrt3azr & Jzh 6a1z61b6LlzAd 66Ark66Jru6eia b dA 4e<6A6A666666 666eb6 6666611oe1o66A6J,ail. L akekeb6eb-6111, drJrlsr3el3a¢ ai4 Jr s43 ai fihrlr Jiase JP6 641 017ob 19Jiehok6sk66Atb666lkek6ebulthJ76J,ob44, ok h zkJ9 Ji 4,661kLkA6 66d4tk666446 a36' J9 or9 e1s9kthth4666666 666 666ea6ab66Jo6AAAa tkkJ 16J66Jt6au,Jra akoao9aalr a ahaf9 J 1i Ss a,6 r eSoeeia61Js66JrJrJr6Plseb6ak66666Llelaa&6delsob6Jz o1e of ue; eb 6olzeh6lb1kA6 666A6LkLbahAJsue Ji rase Jo 6Jrel6AA6Jo6666 ea co? J6666eIo6do66AALhwSa. lhaktk61e6wels6J?J9Ad;asasA08 ah zeh J9ha 19 A 6 a abe1111, s 644dA6A4It)thL 46Jleh6A6e1sd/ela666J Jsab o41 al d dsAdsJ4tk6AA dododo6a4Lk66JId6 ek6 6Ji6skAAdo6666 bdo66do6666ab66eb elo6andsw5 6ckttettzah b eb6Jtt! Aoltd46d9Aw a49akokals .4 e36 h r 1914s J9 to AJa 111 6akakt 1AdldsdsdsLh6666akJ 013tke thtka4d1666or6 e3s se a4ez dse atanla aro 1ra64Its4IkA6 66666AA6eb6d! i J9 a 6 dlJaek6dt666A666 � doLb6dotb6666Jodab6LbAJa6 fiw'hAdlebzL2Lh6d6JldeabAA66ar 4 fib Ala dz LSS7A ] a de Jida Lhk6 J16khtb49k6Afle41akeleku1174Lbd666 r6 ek617Lb es ad9 ew6ddi66skAA 6666AekPkJJi6 cl dzilaLes 6deh6AA6ea6wM66 / 66eb6ea66al66aaabPioI'h f�6Awkekrk6clabeb6ur666dsdnJ3enoraaz 6 eh d a o 9s ak d, 6eZoSzd AnbdsA6d666daakd9Ad,dzdPals a� ni.PlPnk.•�; 6euA6Plsd+eteAA 666AAAekA6dld !s 1aS 9ddrekaka4 6666665 66666666Lheta6666dfo, �'Is�hek6ekLktkrbehelldldsdek4116Ast)LJPe9 d! JsaSoaS9 doh Acbo 1 a a nhcSlnk 1e39 orad166ddsAdnkekd166ea e�AhAsaalsd4¢hdPaS%, ea! JdreA6666ebAd 6666666a1sAdserl L a dz6666lkA6 66c10 /� 666666666666abA 1 et�le1v6a46Pedzda66ahalad/6d,6ntsdrPMne Sall a, ass eh Jt a.l'n1 tzls ] e ds i a1 1 6a1sd16e1sA66de0roK ¢bnSs 9oSaLs a11e1s e366,d16LITdPkkitA ob6e1o6AA6o&A6ek 6 Jsaas9 abek6rb6ekA666 6666tb6Ilea Aa, A a4d1AAAak64b6eh6Lk6Adldtd4¢6A 3 ae Lb 9abJ114z sealanSslk u]d4J4d4dsdetk ahela sA6 , Laa ass 6ds6661k66 do66A6A6Lb66u an aIbJL6Aek6AAtiesh eto6tb666A666atn6a h6666'IoLktkoh66aaeh;dlded dA dsriMrs�rsenJt a1 ah bah hI1. r Js A a ak Lizti3 akakak u4Ih1. aS 3 he ek r6A6e1s61kA 66A666e$6J4ak SI sio666Ls6A6666666 / 66666do66do666 A66u6akekekeb6elalshdlebdr6dsdaekersIts as h, bt nt 6 1 a31 !o h ¢h¢ka a ell ;Is 61261 zttl x a 666dsehPka1h 666A4k6J 16ITA 6a ds a a. TAtl �A66A661hrdol410 / 6666do6010Ile 11 I a. fit i AAJl6okakdoebdelobdrLbdlallakAAts a Se6e} ai k k a k Lkod�all a1s t11r A oe,¢k6oAek6akAek 660l6APk6didzna eS. h 9tL d '3 dlI LkAd66ebld� at'6 ab 6 6 6 6 6 6 6 oh ok a A A A A A A a4 ak ak eh eh d4 a66 d, ab ah 6 nk eh era 4 af, ab 6 ab et; it a ass apt. t a e3,eG�h nh 4o it th P as 1 ds eS9 aS d ¢tz L4 6 6 6 6 6 ai A 6 6 ak Lis J us 1 6 fir !1 k d d 6 yy.+�ia eb / 66ahalodoeb6ak66 ba.a4AA14,'4 Ankekeh11",L l,AellAt ah6ek ¢Snh ah shzk a of J J9a eisd, h157 Sow 9a a daAdt66tkAA 6666AA6eb6d4 e}9 d6 ek6ehakot l doe dodo / Ir 6 6 6 6 6 'o tte IT to bb A 6 A 6 A d1 01 L$ ak 6 6 d4 ets ah dr ele 6 dl dl ob rrz ok All erg eiz ab k ab e a fs b dz eSa e s n nfa ah fit 1 ds A J6 eh rk ek A 6 6 6 A ah 6 6 d nk el z �66�ek A 6 6a1o6666etoo Sol LAAa4AAAALk6ekakd11146er16Jl66AAw442LS5f9 a31 h a a3aS ¢tA $ Ss 9 s 9 aS A n ae39ah e4adsekPk6akAA efa6ehaAA6e6andP dal zla 39 6d dodo 6/ � Lb6666do6 Ala AAA A6ahAAAak ek66nh eSs ds deAu6AdaA6 h nh 1 1A1h 13s 9 6 u, u 1 ek ds dl dr ell 6LkA 6666A666dLJ erakfa ,k ah 6thA6 am•rtrb'e�o. yb� / 6AtoMa�b6an 6 a56dtall 64BIT Adit, LkakakLhehlbdsIII !l6)akell ek Aa an aSl Ss ekl hu 1a45tk 9da d1 /ea'J9A a�Arrsdzdlkl.hLkthakAds 66Jo6is9ehLilrlb x 1 c d1 6 '� / / �•."� 66666 6AAAA6AAA6aktk6d46uba1J166d6d66u, L9do6 ab tIa dti lat Assoc a v, d9CkLbA 3b.a'�th dslkd3tk666AA 6666AAI& 6doto6'It' 6AAAAAAAL tkok6b64hohek diabAJads66ebekeS ed9 ds A / a 9 Ate IN bd+13�e{z ek66Aet III 1a�'ir do Ile C ba 66AAA6AA6Aekaktk66 1h4kd16dt6dsdido'b a eSll S6af9e ,9 aSr l 1 I Lb s66ds o19a 6r�r,uokAaiA �Ffac4ok63s "�s1bd / S`1 16, AAAAAA6Aak sk66chJ6d,6Adldlak6A Mi I ekdsd,dA6 6OPP 6430 b bdo 6A 6A 6A4 AJ6 Atk nk al eb u elb tl6 eh 6 ell Ih66d9 4 a t d/ 9 a ah 11A6dr eb6nk A\. / dodo C / Soeb toy dodo6AatiAAA,AAdakektk66ehabakd,ekAlkds6dld7isL4 its ob L1 lolls d 1 0e AAA 66ekAAA 666An11 AAAAAAokaklkA66J4its 66A6ds6dzetsJ9 ds kL 6 is dadtab6ekaa ehthA6do 666 6AAAIII A6AArkCe 9kLIT thdaCIS d16d1A6III ell ok e1s ds 6dPA6ds6d3AA dx a e 666J1!tth AAAekakLk6elekdi66danhPhnkak ahekake do6ak6d/ok6nkAA66 666AAAatIIId LlAakekth66d56au6Ad16ds6a A6A666olakLk666do6do ato6 A6a469kA6AAAAdzektk666behdsdl6AekdlllsdsdsAdlIts drdsLheklk4ACIO 66 6 dodo&65A 11Ik4A AA A 6 ak lk de d36h tl1 ek lls dB tb 6 fit 666 dr ds A 6 tk A A 6666 6rb6di66 A A A 6 A Je th tk th JaIII 166 A d) 6 da da 66 d2 A 6 di t1r666 �4 t�_6A A AAA A AAA Lk 62 tk 666 n11 A 3136 tk 6116 A LID 6dodo hZR.a� 66666AAIII AAIII LkLktktkdoIle AAAA6AAbe 6do6 1 dodoAA6AA111AAIII dAAeIII LIT 666do66tic do to 666 6 A 6 Lb A A A A A A Lb dl66Ito Lb Ado 6''''//' / I, J, do do 6666661111666666 do 60 do�dodoPsa66666666 BDdo fll< 6 6 /b Jl 6 J1 do "I / dodo 666 �j 6tS9-"do66ell 6do '2 CON C. LIGHTING BASE APPLICANT: LAND ❑WNERi AM KING CONSTRUCTION CO., LLC ALDI, Inc. (CONNECTICUT) 1 ' N . T. S. K�Y 2115 REXFORD ROAD 314 828 SULLIVAN AVE,SUITE P.D. BOX 699 CHARLOTTE, NC 29211 SOUTH WINDSOR, CT 06074 SEE STRUCT, DRAWINGS FOR LIGHTING CONCt TELEt 704-365-3160 VOL, 1894 PG. 67 VOL. 1894 PG. 71 FOUNDATIONS. (FLUSH AND 5' EXPOSED IN ..-! TRUCKING AREAS), oi ' 0 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/4/07 PER APPROVAL COMMENTS CJC BY A LICENSED LAND SURVEYOR PRIOR TO Z 3/29/07 PER TOWN COMMENTS CJC CONSTRUCTION. 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY aox woo WOO .000 ., /---- GRAPHIC SCALE 100 0 50 100 200 (INS) 1 inch = 100 ft. AREA SUMMARY SCHEDULE AREA NAME I/O DIMENSIONS LUMS / (ASMS> WATTS / SO FT OTY Site OUT 2171,5044501 8Ft <AA > (14) 0.00 1 <BB > (6) <CC > (4) <FF > (4) <GG > (6) DXF file created by LitePro 2,021 on 10/24/2006 10107129 AM CALCULATIDN SUMMARY AREA NAME DIMENSIONS GRID /TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN Site 217150x1450,88Ft 0' AFG / H-H 12164 10,00 (+> 0,38 4.17 0.00 N/A I N/A Tel. 860.291 • 8755 _ Fax 860.291 • 8757 ��n M0 PLAN nn 0919n s1 c+J lonals DESIGN.•RLB DRAWN.• JU CHECKED. • RLB civil engineers • planners surveyors landscape architects • gis • gps JOB No.: 2282 DATE.• 9126106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAW/NG NO.: %0bS1228212282 ID. dWQ PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY LP 1 295 RYIE STREET LP5 . k � A 0.0S k. 0103 Al . 000 k 0p8 � k k 1 °0y k Oq 1 Q k \2 OO8 00} �O9 OAb p k°q p• t 2 8 Ob k p3 p�v N/F ANNE McGRATH DORAN (VOL 64 PG. 247) v , • �, } ;cv l30 k p1 1 } O3A x OR k A 00 x 03 0 k lq8 �' 05b k k 2 p33 } pb 04 k p03 °' k 003 l91 } 10 k 3 } p30 0• k OpA �5 ppA k p�A 10' S.Y. k2l la0 k 11 p39 OAb k °�5 0• Opy k 2• k l2o k q ° } 032 p�1 k 001 k �1 °�5 k OO5 0p3 k 3q LP— } 93 ° k 039 k 0p8 } pg 0. k ppb x 003 19 .o x33 AS p29 {x 033 001 } OA9 0• k k p pA8 k pb °DA k p02 • 8q �9 3 k oyA �q1 2q 2q 433 p30 ply p31 °3k pl2 pO9 °' k p0S pO3 k o0l k �A 03q ;a 03S k �\3 °A9 p3 pA2 kn� 001 k • -$'�ip8 v,} k 0 - o39�v- k .,�_ >> l8 �•• } Orb �2 0�` k pOl 0• al } 2 k V k 021 k p' k j9 Oy k O�3 0' k p01 j8 0• p8 k �q oy2 33 x 8 } ppb k OO2 k Ol k 02x 033 k pQS 003 } p02 0' p32 k 02S q �' k Ab °' } k 05q k q 0• } pp8 k pA3 x k O38 p3 A2 °' x 1 pq k 0. k p35 k 0p5 k 03 OA2 k pp9 k O;C� x A h r 6°' k O } OO8 0• OO k Q35 03 0• k } 0, p3 3 OOq k a k 009 k p20 k 2 q3 O83 ° l2l 062 k 03 k pb k pA2 0p6 k p39 k °'l8 ° p, k k 8 l9 0, 10 k p03 k p 3 k p09 k 8 pp2 k pOb 03 k b2 k k l } &I p 2 k p0A b °32 k Olt 039 k k �O °' k 3A9 k k2a9 p5 p3 k 0.11 5 OA3 k o0l k p03 k OA °' QU k 02� k l• t 83 l k p1p k1 0 k p02 Opt k p3 p. 0�8 } 036 k 2• k p32 0• k 03 k k 02 °. 0y k p3l x 33 k 83 } b k O6 k p3l Opl OO ° } �2 0 3 k p b pA0 k p30 p2l 1 8 8 1°�5 2 k x 9b l3 k o3 p38 �O t, 0• k "'I Opt k01 Sl 0 3 k Ob k p Q 0• k 1 q } 0. p• k pA k p pOl o OO nn�1 O• k_ pQ9 Q. �A 2• \ k 036 nc, 0• k _ pQl k k %%\ x QOl OO 0• k 8 k 324 k p, 0 q k Ol k Ol k OOl k pA3 k 5 p0 13 0' 1• A �3 %, k 2q 03A k 0 6 00k 02 OAl 0• k 0Ol 0• } p01 k kpl p02 k p03 OO k Ok08 ° k 0• kA3 l' pA2 k oO8 k Oq 0• OOl k OOO k pOl °• } p02 k p05 k } l 02 k 2' k } 033 0• k2 k k p00 r p0 k pOl 003 Ol k A k 0 r p25 k OOb °' k Ol p 0• k } pkp2 k 005 03 k 35 k OO8 k pO3 0 pl k p00 pOl k 3 20 0• k p33 k pOq k p02 k k x00 °OO k 400 OOO t o01 °Ol k pA2 00 k 08 0• k 8 °' x 09 p6 k p3g k OO1 k k q pp3 k 02 0\ k OOO } OOO } OOl } k 2 °AA k �5 p2 } Orb o• k k \2 °08 k 0.06 p0 k 0.p3 0 ° k 00 k p00 k pAl OO 0• A2 k Q69 q O• k 08 k pOq r k p°Q D• k DO 0p0 k 08° pQo t o0l °Al DOq 008 k p 00• k 11 k p p2k k5 p3l 0 k 008 pAb k °0A °Qr 001 k p 0 k 00 k OOl k p2 p1 03 k 02 k pp9 0. k 011 ppy p3 n OO nA 0• k n�0 k_, p01 A 0• n9A p59 i 0�'�-•�i n\A t. p1 0• k W k pv� } Op �•- k 03 M k p�•+ k b2 1pl k p00 k 0 k Opp k p01 p05 r p;ZJ` 0• yp x p3q k OA1 3 0 k p00 OOO Ol OkA3 k p31 } OAe k °• k k 030 k5 OO k k QO } OOO } OA° °' k 2 k p31 k 03b (, k 32 k 03q O' k 02 Ol °' k p00 k OOO k 0�0 k Ol °� x p05 } 018 8y x 65 °' k ° k pA8 x 03 0• 0• k Opp k p00 x QOO k p0 °' k 0p3 k p31 k 3 13 8 k p32 k Ob 0• k k p0° k pp OOO k 00 0� } OOO °' k OA2 k } S pA9 k ol5 °26 1 10 0• p 8, }31 39 k pp9 k %%Z k k oOl OO k 0 k 9 0 l5 pA3 l p0 pp k Opp p, k p00 k OO° k kpl p02 k 0.p8 03 k p2l k O 0 p5 k p 0• k pJS k k 0 ° k 000 k 0.00 k OAO ° k k OO5 } 03S °12 S l k p3° kp2 pOl k Opl k p00 k k O OOO k 00 0A k k 0• k p02 k pO9 k k y O k 1 k k69 k p38 �q O' k p01 k pA0 OO 0• k Ol 46 D2 k l• 2 k 32 k 0. k Opp k pA0 k p00 k Q00 0• k Oq p3A Obl t l3 05 0• 0 8 02 p01 ItOO k 00 OOO k p01 O•6 k p3 2 k p36 0• } 1 p01 p00 0• k } p0 k p02 0• } p00 k p00 k 00° k 00 °' k OOl k Oq k 9 02l k 61 2 lyb k °' x 01 °' k pAl k OO k p00 p 0• k OOl k p03 k OO k 31 } 2 } p61 k A °' t Q2 k o• pO0 k Opp ° W } OO k o0 k 0.02 k p3 OOy k 03A k l96 } A l26 k 2 03 k OpA 0• k OAl Jl } OOO k pk00 } %M p00 k Opp 0• } ppl 0• k 59 23 O k p8 OO2 Opp k 000 p• k p } pAl k p02 k OA9 k 2 8bl k k Ol k OOO k OO° k 0\ OO k OOl k p01 OOS 112 st l39 k 3 °' k p5 k pOl pl dI k p01 k 000 0• k p01 x p01 k p3 0• 2 233 03 k 0 k p2 0 kp� pOl k OOl k °°l k l k QOl k 002 k p�8 k °' k l8 014 k pp3 0, k OO�-7 k OOl k kpl OOl } Opl °A k pAl k OOl k 00A k 2 °' 3q k l2 x 3 °' x p06 Ol k Ol k OAl 0, x Ol k OOl k p02 k 0 pOl k OOl k pOl k , 0' n\ pAl k oil °O2 k n 003 0• : ;� O l5 ��� k . p01 Oil l` k pOl k 00� k OO' k �l °� x pOl k pUc k S "v.,� ,Z ly r k x 8 k c k ;Al W QOl k QAl k p01 O• k pOl x OO2 OO k 2 k 0p k °A k 03 k OOl k Ol k OOl OOl k kpl pA1 k p01 k pOl t 093 k 2 } b k04 k p32 0. ►'�' r 02 k 0�2 0, k k p03 03 �9 °6 Q39 k OOq k 02 °Al k k 02 x p2 °' k p02 k 002 k p0l 02 002 k p02 k pp1 k 0 S9 k p k p01 k p3 0. k Opp 02 0 0• k Q2 p02 x pp2 0• k p2 k pOq k 3 k 00 2' k l k p30 k pA °' k pOl k 02 k p3 0• k p�2 OA2 k 0�2 } p2 °' k 003 } 031 1 2' 015 03q °' k Ol k 003 k p2 k 002 p3 0• k Op3 k p08 6 k Qk20 0 0 0• A k p3 k p02 0. k 06 k % k Opt 002 x Ol ° q OpA k p0 q 0 03 } O3 p03 0• k lA } 1. W. k 03 0• k OOy k p0 k q O. } 0Q3 } pA k p05 l0 0• k p58 O,q3 k 5 p3 k QkOq 0• k p01 k p0 oA0 k O S 1.�1 k Opy k p6 ppS p05 OkO 0Oq ppy 005 k �1 O• k `03 k b k 3 03 k o0b k pAl k p °' k p(, 1+ik p06 0• �y py k 05 0• k 2 k pa9 02 k 02 OO �: k �p1 } pp1 k 1 05 k �p6 0. O6 k p06 k OOb l p2 k b k 03l k OA8 k 03 °' k OOl k OAO x 0 p09 OO 1 t �6 k OO1 k 0p1 03 k 0, k 62 k p32 q 0• k ppl r pA0 } O 0 0. 8 08 A 0 l p36 r OO k pl k Op0 k Olp °' k p9 k U ° k 0�9 0• k p08 k pp8 00 x pk09 t 02 0 k 23 k 09b 0• k p� k OOO k 030 Q k 2 k p30 k OA9 k 0 x 30 k 036 ob k k 009 k %, k k Ol k p00 x 0 k k 3 p33 k p36 °3 k p32 k 03l k k2 °31 k 011 0 k 0.l2 k k p x A9 °' k 030 k 0p3 k l p01 °' k �O OOO k �p0 8 Q3 x 01S 03 } Olt x p35 k k b 033 k 0lq ° k p33 k A Olt x Ol 0l8 k ppS 01a k p38 k 9 03 k p38 k 41y k 03 k 9 k b �/k %;g k 09 O 1 k 0 2 00 k 0p0 ° k op0 k k 0 k 20 k 038 1 26 k p38 k j8 p36 x p38 k 02A } k g p3 ly °' pp3 k pOl t pOp k O p0 k p2p p2 �32 0, k 021 k p2l 0 l k 22 03 0• 6 k o k 00 000 k Opp OO k k b k 0, k k p20 k 02 q °' k 3q k 0• S ° x Ol % 0 k p22 k k k 3y k A °' k 2q k 023 k 0• k 88 k 03 ° k OOl k pA0 k 00 °0 k 026 k 1 k k �0 p3 k 'A °' } p25 k Q k 32 q k p15 k 06 °' k 091 k OO° 0 k 0 k p2l p2 kA0 k 66 °y1 } 062 038 k p p21 k3y 032 k O3l ° k 0,3 k l 023 pp9 °' k p02 x O, k tpp OA° �0 p00 k A 32 k 3b 0• k p11 °' l 05 k p3 x p35 °' --' q'`ta k A' k p39 pq k 003 k kOl p01 k Opp 0•W p, 01 0• 0 A k k b 05 k p l 4, k x S2 °S 0• 0. k 3° 2 0• p b 02 0 k k l p01 %A 4O0 } p00 k 1 1• } A9 r 62 t l0 0. k k 0, p1° k 0 ll k 3b 1• 018 k k 9 k 9 l2 1, q1 k k 5 03y k 06 0, 3 k 0Al OO k Opl k pp OOO t opp k l3l k 112 k lO k1 0• k k k p6 p69 k 22 l p• k 02 t pOl 0• k 00 .p, g 0• ' k k l92 k 15l 8• S x l' k 03b 03 k 03 °' k OOl k Op0 k 0 °• k 8b k 80 l k 112 k 11 k 3 l' k b9 k k 138 k,8 0, pS 0• Ol k 001 00 x 00 0 k 19 °' x 23 l52 k 218 b� k lag lk 2l `� 0' k O9p p81 k �q8 l'qS } 11y b k9 0 kA3 °' A x p1l 006 k 0tO2 0 k kOl pOl k o00 Q00 k pQO Q: k b3 x 4S k 218 13 k 9 k 031 k 8p3 k Ol ° k OOl k OA° k 00 k O 88 k l Z. 1 k 21 p3 k OOb 0• t Ol k 0p° ° 3 k l k 119 '�° k 63 l' x 0.1 k 032 k �q OO2 k p01 °' k %%A k °0Q k 0• a8 k l9l k kAS 339 k 2q6 k 3 k q x k 2k 1• 12 k 22 0• k Ol k pOl k 000 k 00 g9 k l48 k l 2• k 92 k lg2 l0 k Al S 206 0• k 31 k 0p1 °' k Ol k Op0 4• 8 lA9 k 1 ll k 06 2• k 2pp r 05 k b 2, 93 k kyy 1 O• ° x q lq t OA2 0 0• k pQ r pA0 k 28 k 1, k A x " 12 b k kp0 2 3 65 2 0• O.4 k Ol l5 2• k 6 l k l• l32 lR3 23 k p1 l 2 k�N•I►Y l31 b 2• k 30R r l91 k 0, 0y k p08 2 0°l k 2l l3L l4l 2• k , TRIG k l9 k l2 k 233 k ,q1 k 013 0 k 00 k OO° k ll t 6 201 3 l� C. l3 k lb0 k 53 2' k 211 k la8 1 k 20 k Oq k pAl k ON 0, k 0Op k pA0 2 l } l33 k k 9 °� k A l• 11 k k k �3l l l ! ,Vv 158 lqk } 2 l5`� kI 2O3 2�'q k l51 l6 kql 6 pb OA5 p3 0 k 013 0 k �S °O3 Ok OOl °4l O k oO0 O0C, OO° Op� k00 t p8 O s • :. l no ,yl k ..{t 201 �"\ b l' k . p, 6 n4 038 �a9 k pa k Ol Ok00 0• } �\ - L•" h - k Gv"'- # �1L ° y ppp k" pAp i l• k k k k lOq l2 9 k pA8 x y' k k O 033 } �6 pps k 002 k QOO kpp OOP k p00 02 k 0lp 0 k p03 k 0.01 0. k Opp x t l• l• k 0• pA k pOl 0� k ° 00 l k k k k 8 k A bl x k1O� o3y 0 3 plb o32 p1 0 p6 4O3 pA2 opl oOl OO o00 0p0 0o0p l k 0 k 69 0• s� kp0 0. �2. k ll 0• k Ob 0 k o38 0 0 k Ol 0 p�9 Oq p�2 k OOl k OOO k kk00 pA0 k k 33 lkOl �"' k 1l k l:3 1. 0• k k p3S 03 k b ° x OOl k 00° k 00 °' k 0p0 lA3 k l2 k } 9 °' k l k pa --� 109 k 9 l• k l } k k k O,AI k k3p 02l k p3l ° k pO2 k OAl x 00 ° k OOO k 38 Oa q k 0 k 1� k l51 k p59 k p4 0: k 1 k pOq k p01 p 0• k Opp x k,L2 l21 b k 1p8 k k t 11 k Oa3 k 1y k 1• k 8 k OSS k p;31 k 5 03 pp1 ppl k kpO OO } Opp } pp0 k 23 k S1 91 122 l• k AS k 39 p2 k 2 k2 0• k 00 k k q 22 k 3 l39 k lA0 l' k 1k2 k b 15 l k 15 k p6 0• k q k b k 2O 0 k OpA 0 k p01 k OA° k 8 k 29 k 1,1 k l�l }. 12 l• k k 3 k l 0• qq °' k 1p9 k 53 l28 k 22b l9 k l29 l k A3 l' k l l9b k l92 2 k kq5 11f, ' k �89 p1l k O68 8b O 0, k A ° l k olq OA1 k pA 002 kOl pAl pp0 OO° OOO 0 k p�0 OOO k00 k 51 9 k 91 2• p k p15 0. 0 s. p23 k OO1 2 0• k op0 OAO O 0. 10• S.Y. '. k B °g6 k8q '1O l• q 11b 91 30y ' x `94 la k l9 ll 9 l k10 288 ?13 11k 1259 l�0 l�k �BS�� k pyk Ob12 p59'�i��2�' plA OOa 008 °Ok 00 OOl OOk Op0 000 0�� pp0 OOO OOk OO° 2, L nG5 k, l: 11 ,:1 l } 1pl k p k. pl3 k S v k v pp k A k 8 - k Spy to } p 0O �m x p0 OOO 0� O 8 Oal k la k 1 k 8 k 0.1 ly k 38' ' 2• k 1p2 k 0, k p5(, } p5l k 3 } 0p6 k p02 } QO l 0• k 0 x A lA0 k 2A6 30 up—qg 233 1. k 096 }9 l9 k 113 2• 2g9 k la3 k % 0 k p5 k 2 33 k 0l8 k ppA 0. k p } pO0 Ob8 k �b l' k 11l x 214 k l3 t 0• k l• A k 258 k 9y l' 091 k . 2 012 O, k 02 k OOb } p2 °Al k %%A OO k pp0 00 k Q 0 } S6 l52 } 231 k 168 83 k p91 k 2AS l' } k Oy2 . ••'• k 03° k p34 k 03 °' k %z k 00O k %A k qq °' l0 l99 k 168 k ll ° k p61 k 39 } a8 222 k 1,A3 0 k k l3b ° k 35 k k 83b k 05 ° OAl k 000 k DD ° k qp o• k O•r2 k k52 lib l k k k 09l l k y9 k19 °' 0: �0 k 0 °bl 03 p• 0 k kS �2 k OkpO pO0 0• 0 k p0 00 k AO k p9 1. y8 °' ° k 42 1• O• k A Al k b ° 1. 9 k j1 p30 OO 0. k 00 0• V 0 k 28 k p08 k 0.0l t kpp pOO k Opp k p3Q 8• p,A3 k q 0`�3 k 93 l0 k 041 kAb k pat k \O3 } 06 k p,A lOb k 9 k p,AO °' 03S Opt k OAO k p3 k ?b °3 k p5 6 1p 0, k bb k } p38 k p3 0 } O, k g Oa3 k 03 k l 8 k 69 l 06 k A° S k �b OA k oOl 0 k pA0 k 00 °OO k pp0 3l p23 O• x 33 k 0• k 39 k pal Oqp k 6 k } k p qp k l• k 03 k O 0, k 002 k pA0 0, k 00 k 22 k p2q k pAl k OS k Al °' k 028 k 0• b °' k k 30 1 k b p42 k Ol 03 k oQ0 OO p 0. k k p Al 0. 8 k 2S 3 k p, k 5 9 19 6 1 k OOA k �l 001 0. k 00 k kp0 2 k p20 k y k p2 0 k r p�k2 2y k 60 21 k OAb 8• x Ol OAO 0, k p2 k 0ll k 02S k 25At_ k p21 k 0 p23 k pl9 02 k k k q 0• k O38 k 1. —� l66 0 k p33 003 O' k k00 k OO° } plb k p39 p 0, k 3 k 02b 02 k 22 0 k 1 31 23 8 k l k �y k pAl 0. k 00 k OA° k y t 02 02 k 9 k p36 0• k 2 k p22 O2 k y k k p0 k 3p p2 k 008 p• k OA2 k OOO k 00 °' k 0p0 03b k 3 03 k ll r 0.18 k 022 9 0. k lq k 036 °' k l k p22 3 1, k 3 k 38 ° 0. °q k Ol °Ol 0 O• k p0 k 00 p3 0 x lq k Olt k 03 } l3 °' p32 k p19 k 20 p2 } 038 0 b x 8 k 91 12 t \5 k 0• k 00 0• k p32 k k 033 k 2 0• } lA k 031 0• k lq 0• k A 9 1• k 23 pb 0• } } OOO 0• 0. 031 k p 03 k ll °' k p3A k p3A k kp8 0.9 k Ol4 °' k Ol8 k k y p16 k pl1 0 k 0 1• k 23 k Zq S k p3b k O3° k A °O2 k 001 004 OAO k �0 pA0 k 32 k p09 k 9 °3 k 09 ° k o3l k p13 k 08 °' OA8 033 k q 03 k 03q l lbS 9 l• Oy° k �21 p36 k Opt 0 k pAl k Opp 0, k O00 k p08 OO 1 0• p8 43l 0• k �b k p9 03 k \1 k 08 k 9 t 0• k 1 k 02 O• k 00 QOg p8 k 006 001 k 0�b OO } pl °' k 08 k 009 k O5 °' ppb k 03l l0 °' k 032 k 0� k 2 b x 05° k 03 k 0q 0. } OOl k 0p0 k Ob k OOb k oOb 1 °� k OO5 0• p5 OA8 k �g °: k 009 k p2 k y k pb8� k 28 038 k Opl 0' k p01 k kp0 000 } pp0 k pAb k p5 °' ppA k pA5 k 0 k pS } OA k pb 0• k 01 k p33 } x O1 0, x 02 0• k k OAy A 0• k A k 4Oq k OO6 0• } p3 OOq op8 k p1 4• k 0O8 k O,AI k y k p,AB k p32 k p400° k k 0 0 A k pAS 0• k �b 0• k 2 Oat Oa k 66 p39 p• k 00 0• p0 k p4q ° Op3 k p3 QAq p 3 00 k 00y k pO3 k p3pA5 r p32 ° k 0• k 1 01 yb p LB k OA8 kNaZ } am ° k p00 p0 p00 pOq 03 k 0•3 k OOA k OA3 k k p3 k 00y OO k k S AO k �9 °33 0 0• �0 k S t pk03 002 k p k 003 k OA3 002 k 02 ° k OOq k q pOq k 0q oO1 k p22 y 0• a b3 O k 0 °' 0• Uq k Ol °' 0• k k 00 0 } p3 k p02 k OO2 k 02 k p03 k OO2 k 02 O• k Op3 k 00 k p3 0, k 0l3 k 9 k k 021 k p 1 k OOO k pp 0 x F ,pb k 03 ° k %a k %a x 02 °' k 002 k 002 0' x p02 x p03 0• k 08 } 03 O• k OO2 k 002 k 02 °' k pA2 x 002 k 80l x 02 k pA3 V4. k Oq ° k O22 k } k o• k p38 k OS °' k OOl k pA0 k 00 ° k p00 pOq 0 k pA2 OO2 k pp2 Opt k pOl k k0l OOl k o01 OA2 k oOl OOl r p01 0• Ol 0Q2 O02 0 2 k 0Q3 0• �9 Q35 k o31 039 05l °' k k39 8 k 03° 0• k OO2 k o01 00l k %%A 0 k OA° k o00 k 002 k ppl k p°l k pl °' k pOl OOl OOl O O 2 k OO2 k 5 0' k p22 k O• `� 0 k O31 k 8O3 k O2 } 0 k OO° k k 0.0 k oAl 8Ol r o01 °Al 4Al °' OOl k %%A 3 0 k ply pA8 V k 0• O, k p05 k p3 0• k 0Al OOO r 0O OOO k Opp k p01 OO k l0 k 0.3 p(,l k k k 8A9 k Oq °' k OOl k p0 2 pOl k 82 k OS 0' k p22p 46 k 80 k 03b p t 02 k pOl 0• k OO k pp k kpl p01 k p01 p• k A k 0• k x 2b 032 k 006 q 0• pOl k 000 0• k Opp �pA 3 oOl pOl °' k pAl k 002 9 43 k 3y k 9 k k p31 k OO k Ol k p00 ppl k OOl k OO k 2l 0• k O�y k l 3 0. l8 } Op1 02 k pl 0• k Opp k p00 k k k k p01 k 3 OS 033 0. k p50 1Sy l335 k p30 pb °3 OO2 0• pA0 k 00 °AO k p00 0 2 k OAl oO k 8 k 32 k l• k 1 035 0 °' 0 3 k p`AO k 00 ° k %%A p03 k oOl k pA\ 0 k 9 9 k l A 0, S k 0 k A k OOl 0 k p0 k pOl k DOl k k p01 k o0y k 12 p1 x 0 3b l31 k > - 6 k 9 033 k p08 ° OO2 k00 °Op k OOO k pAp k k p02 k OOl k Op3 k 01 °' } 029 0• k 3 03 } �A k 0. x 00 �} p. 02 opt oOl OOl pOl k OOl k q 0• k 038 k p• y k 3 23l k lbO 0 O, g k p32 k Ob ° k ppl k OAO k 00 °' k pp0 k QOI OO k O p30 lb A x 2 x p31 0• k 02 k p00 0• } OO Ol k 003 p3 k 2 k $9 022 x pA9 k Oq °' k OOO k OOO k Opp 0 k p3 O• k p0l 8 x o01 pAl k o03 OAb8 p33 0 k o29 p, 0 B3 220 9 O k 29 x o21 p3A k l 0p1 0 k 4p2 pal k o0O 0p0 opp Opp k oQ0 pA0 OO2 �a 0• k . ?2 k, 1. �� Al k n 026 03 k Ol �n k k pU� T V k lq k 4 \D 1 - k it k p�i k pA5 k VL °' a02 p0L k pOl k OO k p02 0. _k 1 0• 3 b OL k 2S p08 O. k ipl k p0� o� k kpl pOl p00 °' k pOl k �6 oO`� k 03 k p 1, k k k 03 0• r 00 k 0.A 0. t 00 0• r 00 0• x b �3A k Ol O;s` kl 0, k 0O5 p3 p01 k OOp p k pl 0 k 03 k o39 03 l• k O9 k 3l k 010 0. k pA0 0- p3 00 Ol °Al 0• pA0 "M 0• 0• k 9 k ;9 3q k 0. 0• 1. k 6 3q k 03b O: k �b k kOl OOl k 00 k k 0 k Ol oO 0• 9 11 0• k OA° °' 0 k OAl t A p06 k l3 O• x p,AO k2 x b q 0• k k pAb 3 °, k Opp k p0p 00 k p02 k k pOl 0 x 1 q k Al °' 030 OO k Ol k oQO OOO o OO° k 0p3 k kpl p01 pA0 k oOl OOl k OpA OO k pk38 03} k28 036 °' 65 9b 4aq 0 p38 0!oy ° kqp 431 0.q oll Ob �Oq 0p3k 0• k°l OOp k ° ° oAp p0 op0 OOO k_. p00 " 002 i\h 031 k 0' 0, a(, pA8/ In 0, n k.. p05 �z 0 k p00 n OO° n� Qy, 0 k 5� V,.,- k by V•"- k w - k W pv., A } Ol °Al k 00 pAS 02 " k 29 0 k O• k p, k 19 0• } p29 O31 y x p01 0, 0 p 0 k kpl 3 p Olo 8 k A2 0• 0 } k3l A 0. 00 3 k pOl p0 p• pT0 k Opp 0 p k q k } pay 05 b0 t Al x 15p o pOl l 0• k pp k k p02 • k Ol k 0.00 k p03 03l k k 08 °' k q 81 °• ° k 00 }pp k 00 OAO �03 0• k p01 k pA8 02� 3, 06 A6 k l2b k p3l 20 °' Oq k 02 °A 0• o: ° k �0 k p01 000 p 60 k 5 k y k p29 k O• x Oq k OA° °' k OO k p2 k k p01 k O, b } k 8 03 } q0 t A3 k p' A2 031 O k 00 pO 00 0 Op3 0 k pOl k O 00p k k p 3 k p05 00 k 02l 0. 0 k k O 150 0• k 2 y k Op1 0'Ica° k k00 p k 0p0 0, k p01 00 k pl k pAA k p3q k k 1 k l 0• l• k k k 03q 0. k p1l k pAl k 0p0 O• k Opp k k00 pp0 k 02 k 008 p2 k 2 k 12 A k p22 x p01 k p00 0• k 002 k MATCHLINE SHEET LP3 pA° k l °' k ooA k o31 03 b3 l' k lb9 k 0• gl k OOy k OO k w- +�+� Ol pAl OO k 02 k 011 k O ZB k k k 8 4O8 O 001 k n 0: 0k p00 OOl , �23 OOq p�a• p3q p2k„ p28Oil l2 �Z k2;, of 1 °k6 p k � 0, 0• : �,\ °y �3 k °Al �° ox O' k� 00 p� k n43 x . AOl 0• k n�2 k.. OA 0• nQ0 oil 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE IA rAMIATIMI A11 CVICTIAIC I ITU ITICC Cunui n GRAPHIC SCALE S 11VI\IY_11 VI'1. LL L/,IJ III�V VIILI IILJ JII - "' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET CONSTRUCTION. 2 4/4/07 PER APPROVAL COMMENTS CJC 1 inch = 40 ft. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY - y QRp�„ �StG 1c 0, Sy r, \ NO PARVING" SIGN � V. SIGN P 0 PARKING" / / S GN / 0 KING" / SIGN "SP D UMIT" DEER Xr1NG" SIGN / 4K / , p e- / ION PARKING" / a, 107 APPLICANTI AM KING C❑NSTRUCTI❑N CO., LLC / ❑RD R❑AD SUITE 31 / SUITE 314 CHAR, INIC TELEL❑TTE704-365- 16011 ,HLJNE SHEE 3 IM-Am4fisra I �C��C� G &#%U\nl IIJUJFJ IPJ `����� DESIGN.- RLB DRAWN.• MHA CHECKED.- RLB civil engineers • planners surveyors landscape architects • gis • gps ✓w NO.: 2282 1 DATE.• 9126106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: %0b51228212282 ID. dWC7 Tel. 860.291 • 8755 Fax 860.291.8757 PREPARED FOR: LAND OWNER, ALDI, Inc. (C❑NNECTICUT) oce SULLIVAN AVrC.. P.O. BOX 699 SOUTH WINDS❑R, CT 06074 VOL. 1894 PG. 67 VOL. 1894 PG. 71 SHEET ® T 17, 7")M7 2 TRT TWrt)AT JVA f"rr TTY I v- T n L1L/L/L liLIJL L{.iLV Z AL,/1 ♦ a . 9A. "A i i I L A _ malts, 1 V I \\'I\IkaIsl'j, C 06 M Nq I11�i�1I�i FEW 001�—p v,�• k b� l,l- a t Uy� v,_ va- k 5 �b - V!t v.•• k } pp., U�• k Op "' k QyU t / �O\ " } Opp } ply } pry } 0. ;q0 } lq3 R 0;5 p\t 0�2 k \ pU� 0• k k05 k p20 03 d k p, k 068 k 9 0` p11 k Dp3 k 0\ p' k %%A } pp0 k Ot pp2 00A 0• k Olt k 9 038 k p59 1 k lAbO k O�8 �b pR } opt 4p Opp 000 QO 0• k q 0,0 k ol�L9 058 p' k p 19 k At p2 k k 0\ 0•p k / J . 0• k 09 k 92 2 0 r 8 k 0• } opt 3 p 1k k k 0• A OpS 0• x OD pp4 k Opt k 0�3 k Ol p' k p2\ k 9 } 1p tp2 } 0 002 ... r 03 � 011 p�38 k pA2 k q 06 8t } Ok3t k ky 0p8 k p03 0• k Dpt } pp p' k Op0 , Opt k n2 p02 k p05 0• k Ol6 O,RS k n 8, 82 t0A 1 O,A2 k p\5 Ol k p3 k Opt pp 00 k p01 p' k Op8 } 42� } pb k 'JA6 t26 k p3\ k 24 Dl p4A } ppt k Op 0• Opp k �• kr_c. o• k . n k . �� k nay O01 0 k Rm k 0p6 i n Dl6 a n AO k. (129 k a 01 k _ n�A 002 k n OAO 0 kRR 00 k _ �00 %J /-k vc� k Oc k Opt k OA2 0p3 k p01 O k k5 020 k kqp O0 Oy py2 k 8 01 kQ 01A kOQ9 0• } Op\ k 00 k pva k k OOl 0• k S5 9 0• 40.01 k 4O}kpk 2x OpQp%k p01 0 k t } p3 p, k } p, O• 6 k %p1k opt 4D k 42 DO•k k OD x bt 0• k 51Ol 00OO2pp3pl 25 kSp�' 3 k 056 k k pSb 2 k 011 q p02 k o01 0 k 41 k ppA k pl1 k o32 3 1• k 69 k p, A k 02 k py k p01 �O 0• r Opp k k 02 k p46 k Ot9��"»ar. k k QR1 45 k 16 r D� nR 0' k 42 4l1 k p28 r 6 } ly t k l k kqp 431 k p08 0 401 k k 4. 4 k k k D• O 1 ��'" k Ol 0' k Ok p9 k Q2\ 02 0• } \3 k 98 0• Olk 3 1 } 3 Op k 02 r 03 0• Op0 O\ %%\ p' op OOA 0• plA k p28 kq p t \2 k 21 \ 4�k 9 0 A Olt p 5 O�k O 2 00 0 k kpp 00 k p Q00 TCHLINE S� ��, / is pQ1 % k 1 D' 0• 1 3 x A k q 8 k �3 0• O k 01 O• k 2 Ob } Ott 4• k 31 -k06 42 k t9 x QOA k p0\ k p 0 } OQ k k0\ 02 `piyN�; �A1 03 ' k 3y 4• } p3 k 0• pA k 00\ p0 k OOt 0. k } 1 k r OQo 0 k D• k Al 40 pl9 0, } OOt } 4• k 00 k pA x Ot2 p2 k 11 t' A OS k 30 0' Op1 k Op2 k OD Dp k OOp } M/Af 0 \1 0• k 5 k pkul 0• p1 k Ol9 } k 0• k 03 0 r OD Opt k 003 k k08 0• x 01 k 0 x 35 k p41 k 4•Ay 31 p2 k pll k 0p2 r Opt p, k \• k 2 0• k Ot k OA0 0• k p2 k O5 0• k Ot941 A 0• k pA2 k OR9 k 3 0' k Olt k p0A k 0\ 00\ OD k 002 4, k q k A k 35 0. Ok p8 0 x OD 0• x p02 4 4• k l2 k rol% t 0 k 38 k Q5 0 k 06 0 0 O p0\ Dk 6 p\k Ol5 2 p 2A t69 U Q p. \9 k pQ5 p3 D 0• DO k k Ol k op 0 k gk p6 0 k 0• k OD k Op3 k Ol0 O O• k 8 2• k p60 k 3,0• O k05 k 02 OO 0, O• k 04 k OD 0• k 09 02 k k A 0�9 k kit p23 k Ol0 0• k43 p02 k Opt } QO k p02 0D k 35 k \a \ k R0. k Ol3 0 k Ot k Opp 0' k 001 } p2 pp3 k Opb 0 k %a% k A2 py k 05A D x k A OA1 k Oly x 5 p' k 01 p kOp Ol O p03 Olk q k \(,2 0• k 2 k 0• OD 0 0• R k \3 0• k 2\ 0 0• 000 p, p' k 02 } �y 01 0l1 pl9 k 4 k 2 15 O p2 k 09 k Opt xOp 0• k 000 k pp\ r op k p9 0• r p29 k 0 x k 068 x O k t O k Op8 k p01 k\ k pp1 p k 1 k 35 \• k A3 k pl5 p' 03 k kpt 0. k p00 k 00 sy` ppt } pp3 k p1 0• k Ott k 056 k 3 } p{,9 k 01t 0 02 Op xp4 k OOt p, k 01 k 4 0 08A 0`I k OS 4• k k �l 002 k k 0• k D OlA k 2 ppt p51 8 O68 k k 65 k p63 pqq 8 Ol9 Otx k01 p 4 0 k 00t o0\ 0' k 02 O5 0• O\ } O 3 k p23 k Otp 0• } 00\ 0p0 k pQ } pkp0 o? 0 l r 6 k 0 x O' Op0 0\ k 4Dk 002 0 O0 08 0• k 15 k 0' x R k 006 p3 k O0 OD O x UDO OQ k 03 0 k k 91 0 k 02 OD o Opt 03 3 5 0• k p13 O• k \ 1 0 k S OS9 O2 ply D• k 0\ ppl 0 Op0 O k \ Opt k op2 p �y 01 ky p22k 0.5 k y1 OS k 6 k R A3 k o\5 OlO p 0• k 01 k 00 k ppt 0� k 01 k 3 y6 0• x p33 k p1t } Q3 p' k O�0 OpO k pp 0• 6� . Op k 02 k 0• k Ol k 32 p' k k tl Ob 0' k 03 k QO\ p' 00 0' k 4p1 k % } A 0' k p2A x p, 0, q2 } pl6 4• k 01 k p 40 0• k 44 / f x Ol p' 003 k Olp k 3 p' x pp5 k 0, t• k 24 k Opy k 02 k kOl D' } p4 k QO\ Op k q AO k 0• k 3 k QO6 0• k k .OpO p\ 0• k pkp3 } pp1 42 k R1 k p61 k tS2 1 \• k �39 k p08 0• D• k 05 k plA D 38 15 D` r t3 Op3 0• 0' p k 00 p\ k 002 002 p 0l k 6 k p0 p2k �6 09 0 Op1 0 k k04 k 4t O02 00A 0• k p1Q k 2 03\ k k48 D• k p \' k $t } k 06 k 20 p OA k p01 00 0• k 08 } 03 k k p30 0• k 02 k p00 ODQ�S pp k p\ 0 p3 Op1 k t5 5y tab k t13 \p k 433 0• k atp 0t' k O02 Opt k 00 0 k 04 k 023 0• k 0• 0. k Ot 0, cA� OOp p0� k ppD k 1 Opt k p2 D• k Ql5 k 433 5 k A3 p23 4p 01 p' 000 O k 032 k 0 2 k 0\ V k �p�A D• } 1 k k% k Opt Opp Dp0 O Op p' k k06 02 30 OkSk- k } Q 0• k 9 Ol k \ Op k04 k Opt Ol0 k 6 2 4• } ORt 4, k Ot4 4 k ppt 001 �� Dp3 D k _ �6 pp8 \ Ol9 p2 �S 043 k _ �,5 p63 } k 1 23 i �t58 k 0 k kpt pOt pO 0• Ot } A3 k 66 r kRt S r 4 0• ..n \1 ..na k _ Al k . Op9 kn4 0p k Rat k 3 O�� k p2 vU� k DOy v k 0\c k 1 k k 1a vv 000 0• T w. k k\D 1 k 02 0• O• } k c / p/ 0 p9 0� D• k A 0;►8 0• by k ppt } n Op0 n1 001 k pO6 p' k � 023 a 061 } R p' O6 Ol3 k _ OOA p' / } � Opt nkRo Opp s:�00p4 l0 ' � k p4\ 003 k �1 p' k p2t k A6 k } 0� } 11t r 1 k 1 23 k �1 0• k 001 D�" k 03 Opt k 02 O�3 k I, 0 k pt5 k k1 Qq1 k O51 p k t39 k tyA x 03 k p12 4 k p02 k pp } Op0 0• 0 R k Ol\ 03 k k t• k 15\ 1 D• k 019 k DpA k t Opt D k Q00 r Opt k Oy 49 k p22 0' 016 kq\ tl k p, k Ol5 k k Op3 k pp\ p' k 0 k op\ p } 08 k D 0 9 3A p k 01 Op OD 0pO k pkp0 ppt k Op3 O• 0lR k kAl 0 k lq 1• 38 02 k k Opt k 02 p3 k Opt 0• 42\ } k O56 k p1 k \p 9 } k46 k plt p' 0• r k p0 p' 3 p2 p 0• k 6 to k oA 0 x k p01 0 k Oy } p�6 Qa5 k 58 k O8q } tp ' k p, p' Ott k 000. 02 k01 OOt p' k OD k kpl Opt � 0• k \ k kqt 12 15 k 1 Opt 0• 0• \ 0 k k0\ 002 k pO4 0• k plt k k 1 35 } 0' k b1 k 1 0 k 1y k p5 k 0p6 2 0• k OQ 0• k Opt k pp3 Ol 0• } S 6 33 k 0• k 00 / 4• } ppQ r Q02 k �5 Opp k p2p p32 k 55 a0\ p' 0 043 L �6 pp8 } , 112D p2 k SD Q`�2 k 9 01 } Dpt k Opp k k01 Opt k p03 0• pl2 9 033 1 16 } `�2 1, k q r ot3 O08 k 0• / / s 0• 1 a' k. 6 ,0 0• > nnb k_. pl �c 0• } nai v" py } Ola 0 3 k p5a �... 1 5 O;Lt p�' k Opt O• k t4 k p32 � 06 k 05 k 8 Opt Op0 nR 0, I. na? r OF p0\ k 03 k p16t 0'A� k 51 p' k 058 48 k 2 p } 02 k X v� k Ot ppa k vsv 9 Qa k +t t.� p k U+ / / B`` 0• k 6 k 5 Ol q } pp1 p0 0 k Ol �2 o pp9 42 0 3 2 k O02 pp2 k A ppS p 12 pl8 k O3 05t k 06 k k Oq6 k O p5 k 1 k 23 Ol8 k Op6 04 Opt k Opp OOp k p QOD 0• } kpl 003 k OO8 0lA k p OAO k t } lS2 132 } O• p' k p06 / / p' k Op0 k 0• r 05 k �3 � 9 k 012 03 / / k p0\ k 03 Op k 0O k 02g k 53 p' p31 y\ k A k 30 0 k atp k pka2 x 01 001 k 022 0 k 04 �� k 36 0' x Ol5 k Op3 \ p' QO pp0 00 ODO 001 O k 0p3 Op5 k t 022 3 3y a \ k k 108 0 } \Lt / x o0\ 002 k OpA O• k �p Oly k O33 0'R3 k 0 A x R8 k 2 0• k 02t k Op5 k pk02 DO k �0 O• k k 1 k AA / M ppt k �02 003 k Opt p k 42A k l 0 `` 43 3y k O q8 O :. kyl O Al O3q 021 k _ p13 Q0� ODR pp3 km Op\ O OpO Opp p is� Opp OOk . p 0.2 Oq 4p} Ol p6 OlA 0, r 029 A2 8 oa k 8 46 k _ RQ2 O• Ai k _ R18 a O• n� kIt D1 a i / k pOt pvc r OpA Uvk p8 O,t1 k O26 0:�° k �} b p,AL k k O� Qyt v, p25 k kt\ Oy, } 002 u, . r k 43 0• k A8 O,R k p, 3 0• k q k o0\ } pp0 u"" oO p01 "' k Op3 Oda Olq va k k 01S ll k u, - / / / Opt k 02 p' k O06 k Ol8 k 31 D• O6 k } O• pAS k %NO Op k Ot p00 0• r 01 k 0 8 R9 / 0• k OA r pl2 1 0• "' O6\ x 0 x k p2A k Op6 k 2 0, xpt DOk 02 Op3 4• O• 0p8 k 9 p2k k39 0 k k12 p69 kgb p14 0' k p J k k 4 pp9 oy Op3 Op o Op0 O0 k 401 D k k 3 ppS k 0 p' 0• k 0• / / p' 4 k A �6 k t3 0 0, k k 1t 0• k Al k 21 Ol O k Ol r pkp4 Op0 OD Opt Opk O0A Opp, Ol3 k QAt 00 k OS p k 02 k D 0' k 010 0' k OS OOt Obi k03 0• x 069 k 6 } 03 O• k k Opp } p0 p' x pp2 Ol0 k k 8 D / ppt k p2 0• } Op6 k Q19 k R1 0 k 1 D• k 9 r p8 k Ol2 A p2 k Ot 0, k Ol / 0• k OA k Olt 0• 9 06 ll 8 x Op 0• / k Op2 0 k 09 k 021 05 b k } p10 Ol k k Ot 000 0OD k ppp Opk kpt Op k��0�k 6 pp } p2 Op\ k p03 k p6 0• r Ol9 S k Oat k 5\ \• k tl k O 1 OOb k 2 p' k D� / / / / pk0\ k Op3 k 05 0• x pN, k 0 8 A OS k 3t 1' \55 k DaA } �A p09 k pp3 pp k p01 k p02 q 0• p\O k 28 x 5 k 8 t' 1 k p12 k 3 p' k DOS k Opt k pQ0 Q k OQ\ 4 14.00' k OOt k op1 } p23 O� k 6 p' k8 k tl O2 } p1 k p0\ 004 0 oOO Op0 pp0Op Po�3 4pA 2 / / / OOt k Op3 pb p k OtS q1 OS R1 1• x laS k p31 k 12 4• } pc x k Op2 q 0 k pl\ k 43 k 0 k 1 \' k 6 0�' } t9 p' r OpA k O02 k k03 p, k Op8 } p2 k k p4 k 3 k 22 `#� AA 69 0 D• k Opb k 00\ k 00 p 4p0 k / �`' Okpt _ n'1 0` k _ Rab k n Ol8 ,, n'1 O• k . RSS � k n \10 ,.,9 t• k _ �s0 } r Ol4 �a Op2 k Ra\ p' k n O00 ,. �R. O�--+' / .AIR Opp t va k 3t v`" k b It Xr" k 2 I— k O0v vs., k �5 k Ovs k Ot p' k OpA k 0lp x 25 p' k p56 0• k 1t x \, k 2y 0• k 02 483.50' i. Opt p' k 403 p6 0p8 } pt9 0• k \ 1 69 36 \• k tyQ k 0,0.0 k 13 Op8 k O02 0 pp� DO Op0 Op} r / k o02 002 k A py D• k ptt plA k 02 0.0.\ k 1 64 p k 1 tp b k 9 t5\ 091 p' k k 020 0• k OO1 OOA 2 001 ppk v> Ot k 00 k S k 05 0• O• � pp0 0 k o O } pp3 Op8 k g p2 r pR1 k 0• k k9 t•0 k t k p,A9 r Olt k q 0` x p01 k oOO 0, } pb Ol k 41 t• k x Ol8 0 k 01 / Op0 51.67' k k 2 p02 ppA k 4l3 } k34 p39 k 0($ 0' k 3 } �9 p' k 4 ►8 028 k Op6 r 02 0• 01 pp k 03 k ol0 k 3 0• k k 0• 84 k p, r Ol0 k p3 O• k 4• 002 k p01 k 1 02 k 52 4• k pS8 } 1S 0• xy pA9 k Ol6 k 5 0• / / k OS Ol 0` k x 45S k 9 } a23 00 k 02 Opt k 0�2 k Oq 0• k p12 k p3 q q5 k p6 0• 3t x p09 k k OOt k 0k02 k 03 p' k Op0 k 021 k S6 Q6 46 0• k p61 2 p!o3 k 9 4. k Ol3 k 002 k p01 k k k k Opt k k t Opt 02 p' k 0p6 k 4 02p k q2 p' S0 k } k o20 k 1 000. k kpt p0\ / / s 4ok . OOt DO\ Okm o01 ppk �Ot OOt ppk . OQl 001 00km OO\ Op ODna\ 002 p snQ ciO3 Op3 Doi Opt Ot0 0 R\6 023 p3 .p }46 py0 60 05q OAZ _ A5 p53 6 D k k k 2 p3A p2x 0\1 Dtt p0 b Op3 p02 0 p01 Ohs k kOl v� r pp1 k plc k A v�J k Olt k Q;3n x p,l k q5 k Oes k 0;2 k p2A k kvy p k 2 / / gyp\ 0, k Ot k p01 0• k 02 k pQ k 5 k O(,\ 0. k 60 k 03t k O k p3 k / x opt 0' x Ol pOt k pp2 0• p3 k 008 02 k q5 k 051 k A\ ply O• p02 k 2 Opt Opt 0' k p2 k k 2 O02 r O02 k k03 p' k 4p6 k 0l8 k A p' k 062 r k k11 p�' k 5A 0• k p2t k OS 40S k opt Opt pk02 2 k 02 p0 k pp2 2 p' k ppS 9 Ol2 k 26 0' k k k 1 A Q' k p69 k 29 } 2 p k Dp2 k / / k pp2 0 0• k 02 p02 OD k pq % 0• k 45 x 0• k 3 Al Ol A k p0\ / / k 02 0• k 2 012 p2 0• k �1 x Ol8 0` k 64 k 013 0a k 8 p k pp3 0• 0 �2 k 02 OOk 2 pp 0 k 02 03 x pp3 k y D• } p13 k 31 } 0 p' k 1A x 0• k 21 k Opb k Opt / 3 k 4 p3 pk 4p3 Opk op3 p03 ODk p3 pp} Q k 3 003 Ok 003 03 Opk Opq OOy 4Dx OOl pp� 0l3 Ot9 Q2? O38 pStC 6k Oy8 O6S p' 1p k 21 1p p18 O pp0 0` 23 OtS pl0 Ok05 O03 00 Opt nRZ k . R03 4p nA k - RaR k , Op6 ;, 9 t k k . pp . sa k _ O, k , ly0 k 9 , 0• k Wq k �4 0. 14 u0" k p0A OV" k q v�-' k OA k 0 k 0''" x to k 00s } p,l- k AI k \;3a p.,, } W, i 0` R r OR k p4 k Op q 0 x 05 k Op9 q 0• k g5 x p58 \. 1t } p 5 Ol2 k OR 0' k Opt op6 ppS 0 D• k OS Op O• k 08 Ol 0 k A9 k lb t• k 90 p8 0• / k 0 k OOA k k 5 pp5 k Oy 4' k p�5 k p05 k 01 4, k p2 k 42 k R5 p' k 068 k t k 9 k ppb k pp\ k Op6 W k 005 k OS p0 k p06 p' k p06 k y OOS k Opb p x Olt k 023 ,AO p' %9 t15 k p tAb k 41 p' k 0p9 k Op2 k Op1 k 00y k p6 0• Op1 k 001 0O k 06 Ol0 k Olt' \ 0 k 55 k \�4 - k 81 k OlS k 0p3 k k01 / O08 k O j" 6 0 k k01 k pp8 0 6 k p6 0• p s9 k olA } k 6 r A6 k 41 k -A+A 3 0• k 2A k Opy k 02 0' / tp k p08 Op D r p09 k 08 O• k 8 k pl3 02 k A2 p' k 055 k S \' k 38 k opt p' k k pl0 k 41 k p01 x 0 r pp9 k Op1 % k 2 k p2p 0• k 52 t9 p' k Olt k pp2 k \2 k 4p1 pl k } p8 k Op8 0l k \8 k 036 0` k 05 k 2lA 0• k 9 k OOA k Oat 5 0• k 0 k OkoB } 0l0 k Ot3 Olt k p14p08 x Ol2 k Ol1 0 Ilk 1 p56 k 16 k Ot k 41 k W k ppt Ol } p9 k pU k 09 k Olt x k > 1 0• k 56 k tAR 0• Q k p. 0• k 0 k t5 k Ol3 O• } 0 k pl6 0k 62 1• k AS Ol 0• } % % k pl1 k l0 k \1 pl k Olb p' k Ol5 k q 0lp k U 0l k Olb x q p25 qp 0 GS k pyg 0• } 3 151 13 x pS k Op3 of 02\ k l k 2 p k 16 k Ol9 k Ol k \ 0 k 016 x 02 0' k 62 k 09t' k 99 p' k 2A �8 pp5 k O 0• / /' s k Ol9 4 Ol k lb 0 k p2t k 0l1 k 3 p, k \R %, , x 5A p' k 65 k 0. 031 k 0• k 03 �2 } p23 Ol k ly D• } 023 k 02\ Ol k R 0• k p4 k 033 x 41 0• k p5b 090 5 k 5A k Ol3 q 0• k k01 / 028 k } 1 0 k 23 k p25 k pl8 Ol k 3 k p32 0• �►3 k p O6 0, 0 k 1 0 k Opt D• / / 3A k p2 It p21 Ol p24 O• k O30 k 8 p2q k plg Q2 32 } OpR y 0• O x o, 2 } \ x p2 08 p' \ 065 O' p14 k o18 9 k t1 k p02 38 0•q� k pS k 03 ��� 2S k 3 k 02 k q O• k o k 018 k 0 k tb p k 003 k Opt / �' k 3 4�' p24 030 k9 k Q3T� k 0• k A2 k 55 06 k 51 0• t pA9 2 0• OQ6 k pp1 A5 p' k 0q4 O k k k-� k O t O3 p?,1 k k �"g31"' k p' 05O 66 01R - k pA9463 k p 05g x 28 p2 k k p,A1 k 031 k 2 03 } 0A2 ,/ 050 k 032 k �, p2 k Qhl (,t k S2 0. g 06 } 0' Olt k �R pp3 } Opt / Di 0 O6t k Oyt 42 k 035 03 } pglk 3 05\ k p45 0'q4 p32 p2 k pp2 k k6p 0 r p59 p r zk 4 k O k k 2 01 k Op6 0' p01 q ` �'� �' k S1 p39 k 0�1 1 05 k y8 k 31 k pA2 k S2 0' 061 x 051 k A6 p' k k 1 k k 68 k 0 t k 05 k y8 0, k \ 0• k pby } O 0• k o5A } 31 02 k 61 O• k 6 R k OkSy k } 6 k a,R k �k 68 k 0, S �----•{ SA k O6 r 3A 4' k Ol6 �• k k63 061 0�8 0, 0• k 06 } 0 1 k � k 0k �3�' � } �• k 0 ��� 6 0�0`— � x �6p9 �p6 � 0--k-- k _ p, k y5 pb D• k 64 k .-ppb D 2 k p14"—+p�5--- !� 62 D x 0 k 26 0 k pt2 } p63 p01- p. } 0 0• k 'ry— O�'�-- k M 2 � U�"� � k 8 4_._ � O�A x k q p5 0 k 59 k S 6 0• k y 05 k 5 : p �b k O69 -off-- 0 k� �63 x 9 D�'k 19 pl1 � Op9 0� 3 Op2�Ot pImI ` — A k D5 P k ky o5 k 3 k t k kyb k p59 k p6t 46t k } k k GRAVEL DX k p, 4 0• ,� p } p,A\ 0• k p59 } p52 0, k k OS°' k 8 Ol Ot k �. r D• n2 0• k 5y k �a 5 0• k k p56 p2 k �5 oat o. k o� o' A 05 k P k p b p52 k b k 13 k o051 12 3 06 5-k 0(,t k 0 k \6 p' k p9 02 k Ot o• k 68 3 k 0• k WoM k \ p6 k 0 6 0 0 kyt k 11 0• k 063 k Ol9 4 k Olp �5 p 3 x Opt 0• k / / p 2 k t } p 2 k p5 od k 9 D• k 81 k p62 k 6 k pl2 0• k 41 k 004 k 1lA k9 65 k p p'A k p1h k 3 0 \ sps�oo' r 49 .4 4• D p69 k5 Q14 6 k Olb pt4 k pp8 p�k p3 Opt 4 k opt Opp / 68 y k t o \3 i 132 0 k O6 56 k 2 k \ k l x y t, 8 k \ 0. 068 k r p22 k klt ptO r Opy o k kpt Opt k pp0 / 9 O k q S } k t 0a OS 5 15 O t• 1 k 5b t k Oby k p1 q4 \3 k lq k k k21 k Op k k 1 \ \9 k al \• } A k 1• r 16 k p6 1• k 0• } QA k p0 6 k 22 k t91 0• k k 08 t5 3 D• k p3 k Olt k 0• k Ot k p00 / / 2 05 t` k 21 k g9 0• 8 k \a 0.3 k plA Op5 k 02 0' } O00 / / 46 k 1 0• A 9 2 0• \ k p9 01 pO 0• k rpp / / R �►4x 95 t0 0, t 9 k t1 1 k 1 O x 6 p2 O• p q 3 k ,W- pp0 0• 6 k �28 9 k 2p3 k 98 01S k k 4 0.8 k l y \• x 234 t k k p93 6 k 0• r 0 k 038 p k k 6 Olt k06 O k Opt p k Op0 k p9\ k 2l2 0, 56 k 011 k q 2l2 r 65 12 k 61 p11 2•'- 8 k p, q k 3 Ol k kp8 0• k p02 k x 15 A \' at k 0a k 19 011 yA k k \q9 } 11 k p51 k \• k t t9 k 02 p 0• k 1 2 18 } tp6 0• k } p76 t1 \• 9 k pa0 w 2p tA5 t k pR5 k9 Ol4 k p01 05 k Opt Opk x Op0 k ^�y F / / x p, p k 1 } p95 p9\ 052 0• k p56 k k 0 y k 6 k 2 p6 k o\ k\ k 3 k 6 Ql D• k A k pp\ ,6 O6 k 09 0 M. q g9 } p51 k AS k q 09 k } O1 q p5 k 1 t5\ 08 k 35 k O t O x Ot k p00 Ab p' k Olb k Op6 k 02 p' k Op0 k 0• } p16 k 11,, , k pa3 \• 0 / / 2 k 9 A9 Oq4 0' k p5t k 0• k k 3 0• k R9 Q5� k O k p, kROPh U 681LDING 6 02k k 2 pO9 Oak OQA 002 0• k o01 Q00 p0 k k Oqq } Op\ k O 03 k g 0• k p5 k 38 0• pAb OAS x O3 Ot Q5 Op\ 0• k S k 038 03 k 3\ k k OAt 30 sa• 0• k 3\ 0 0• k kA0 36 Ol Ol5 0 0 03 k02 k O00 000 O• / / / k 029 p29 0• A') 39 0 0• r 45 k 0• 0` k 8 r1 x 0` k OO J2y k 0• k 2 r ONLB k p26 k 8k 9 p' k k 0Ay k 31 0• 42t k 0� k kDA O' k Opt x Op0 Ott 023 p2t O } k 0 p24 k 02t p23 p23 Q2 k 02y } k R2 r p21 02 k 029 k 35 4 02q k t3 p\\ k Op5 p k Opt x k00 pp0 k / / 8 k l8, p2 k 9 } p9 k 02\ 42 k 2A k 025 0• k 025 0• p1 k ppt 0• k 00 0' k plS k k 3 Ol6 k \6 pJ k pl1 } p18 k 6 pl9 k Ol9 0• k 022 k 025 k 2 4• } p23 k Ol5 k 8 0 } p02 k pp4 0 k 0l3 k t1 pl r p\3 p' k Ot5 k k R Oly k3 p1 k Oty k 0l9 k 18 02t k Ot8 02 k Ol9 k ptb plb k p09 0 k Op3 k Olt k p9 0' k pl0 k Ol3 k \ 0l k pll p' k pl2 k Olt' x \6 0• k ply k Olb k q k pi4 k 00A k 001 k DO 00 k Opp / % \D 0• k 1 Ol k 14 k Ol3 k 3 p' k \3 k 12 Ol p k p5 k 02 Opt O• O• k OD k / 6 001 4a8 O Op1 pp� S Opt Op9 0t 01 O08 Olp Opt pp9 p' k Opt p08 pl0 6 OO 0lp op9 olt plk otO Olt pt3 0l 0lk 0 p8 pl0 p' k p9 Ol0 lk p op6 0 2 0 k Ol Opt 00 O0O pp0 p / _nG 4• , nab k� v0.6 _Sa D nl 008n Op9 O. R01 p' �, 0_p8 n� Op1 �6. RO3 0�3 0� Opt 0 �a Opp k_ BOO pp0 Op0/ / 4• k nay �, p0 �. k A p�A V k k0A OUa k ppA U\)v k 0. pp5 v."k Oq OOP x QOq vu� k DOy v," k5 Q0+ Op6 v", pp6 y Ovv k �p6 v� Opq k Ohs k �D k �pO k cONv / 00 k p03 003 k 03 pp k 0OA p' k OOA g DOA k OA OO 0�5 k q 0• k 4 � k 05 0• k 01 k p04 p, � P q k QAt 0• k 0 p i k p02 r 03 3 O• p3 k 003 0 } p3 p' k OA k q pp k 04 0 OQA 0• k 0p4 x �2 002 k p0\ p' } pp0 k OD Op4/ k 0p2 k Op22 pp p2 p' k p03 43 k O2 p k 4p3 k Op k 03 p' k 03 k Op3 r 2 p k 09t } Op0 0• /k OD / 02 k Op k O• �2 k Opt k p�2 k 02 p k pp2 r 0p3 k 02 p k 003 k Dp3 k O2 p4 k Dp\ k Opp k k 0 p00 0O p k 02 p 2 0• x 02 k pp2 % k 42 k %a 0• k p2 k pp2 0, k Ot k 000 00 k 0• / k Ot 0. Opt } p2 0• k 02 k pp2 4• k 02 Dp2 0, k 02 k pp2 0• r Ot k OpO pAp/ } p, k t } Op\ x p02 k 01 p' k Opt k O02 k 02 0• k O r 02 k O2 p' 0, k Ot x Ot p' 0, 0 / / Opt k Ol r p01 0• k Ol k p0\ 0, k 01 2 k 0� 0• 0• k xp\ 02 k ppt 0• O• k OD xpO k4X p0 x p01 Opt k O0t 0 k p0\ k k 1 Opt k OQ\ 0 k Opt } Opt 0 k p0\ r pp\ 0, k 01 k Opt k Op0 k, O' k 0• ppt k Opt x Opt Op k pp\ k Opt k Opt r pOt k Op1 k Opt k 01 p' k QOl k 004 k k p 0, k 0\ r 001 k Opt x Opt k Ot x Opt k Opt k p01 k Opt k Op\ k Ol 0• OQ\ k p00 k Op pp k pD0 - i 0• k 01 k pot k Opt k \ p' } Opt k Opt k 0\ x Opt 0 k k0\ k p00 OpO k 0 p' k Op0 / �Dt Opt pp\ 0 00\ p k kpl p0\ k op\ Opt k Opt Dp k p01 k kOt OOk , Opt ppt Op\ 0 001 p k k01 Opk kp\ 001 001 p0 p01 0• k ODO ppp OO ppO p00 O 00 k op0 Opp k04 // / / k nm 0• k . Qpl k , Optpt k-. QO1 p' n, O• } x_ p00 k pp� k s k O�, nR D• ,. na0,, p04 p1 k 001 Ov k pp1 k pvs v" k 01 r pw v k W k pvv v" k �+ t w 0 / k p01 0• k 0 k Ol k Opt } Opt _ x ppl 0 k ppt x p00 0• k Q k OD / 0• k p04 k O k p 0p k OD O• k p4\ k OAt k OD 00\ k 0A k pOl } Opp k pp0 k p4 Op k 0p0 0• /x 4% k k pvG' pp0 k OO Op k app 0 r 000 x 0p0 0 } kp0 k Op0 k OD k OpO 0 k p00 00 k 0• / v p0 0• k Q k p00 r Op0 k Opp k OD 4• } pp0 k Op0 k Op0 0• Opp k O00 pp 0 k �00 k Opp k / ay. O04 k 4p0 x Op k 00 k 4p0 k Opp k FAO p' 0 x 0� k p04 k 00 x 0p0 0' k ae� k 000 k pp 0 Op0 k OD p' k p00 k Q00 '�Ov - ~ k "' *---@0� D x 04010' x 0• p -� k pOO 0, k Opp k 0 1508 k - n� p9s.Y. p4 p Op0 p8Nc0' k ,/ p04 ,p pp0 Op QG. O DDkp ppp p_ oO opp O ea, } Opp oU OD O k DpO_ k p4 p'Qc�N pkOp Dpp n 0• Ra n nRa a0 _ n _ O �naQ,p' N/F STATE OF CONNECTICUT (VOL 625 PG. 469) zo +; „ 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. IVIIiULC R. 6L CR-AI J. nrl%'MLE (VOL 1786 PG. 159) / REVISIONS 2 4/4/07 PER APPROVAL COMMENTS CJC 1 2/2/07 PER TOWN COMMENTS CJC NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 cIN FM > 1 inch = 40 ft. APPLICANT, AM KING CONSTRUCTION CO., LLC 2115 REXFORD ROAD SUITE 314 CHARLOTTE, NC 28211 TELE, 704-365-3160 7 T. 1 Pan. oal . Q7r, r, 1 Fax 860 291 • 8757 LM nTOnQ p ®fin �� (r=i1 (1UV uCJ ®rtabis DESIGN. RLB DRA wN.• RLB CHECKED: RLB civil engineers • planners surveyors landscape architects • gis • gps ✓OB NO.. 2282 DATE.• 9126106 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAw/NG NO.: %ObSI228212282 /,D.dbYq LAND OWNER, ALDI, Inc. (CONNECTICUT) 828 SULLIVAN AVE. P.O. BOX 699 SOUTH WINDSOR, CT 06074 VOL, 1894 PG. 67 VOL, 1894 PG. 71 PREPARED FOR: DI -D-ISFITRUBUTION 295 RYIE STREET SOUTH Ili \ \ MOR . CONMCTECUT I ,o 4 SHEET LP3/ (VOL 1894 PG. 71) 5 ' WIDE 38' LONG RAMP 0 5% GRADE 0 n 10 299.50' 483.50' xpp DOD k p04 0p0 r ODO x DO k 00 k �0 0 x k 4 k p0 0p4 { Op0 Dp0 k k04 DOD OOD 0 } Op D• r OD k pQO } pQ k tjp\ r } k OD k p00 k D } OOD O } p D• k p04 } OOD 4• { Opp k p0\ 0• k O\ } OO\ DO k k r OD DD { pO4 r OOD x Dp0 k OD { �\ k QO\ k kO\ p0\ r OO\ D• k OO\ k 0\ OO\ k p0\ OO\ { 001 } OO\ k }D\ } k } k ODD k pO4 r OO x Qp0 k OD D• k 0• r OD Y ODD D• k 0\ k 00\ 0, k 0\ r p0\ k p0\ DD k \ r 001 k OO\ k p0\ DO k 0\ k p0\ } k pOO { xpp DOD r 000 O' Op0 k 00 0p0 k OO\ 0 x DO\ k 0\ 00\ k QO\ 0• k OQ\ k k01 DA\ r tj0\ 00\ } p0\ OO k p0\ k k01 QO\ r p0\ 00\ k tj0\ 001 } QO\ 0• k k4\ p0\ { po\ QO\ k p01 k OQ\ k k4\ r k { k 00 } D { D` k p0\ } 4• k 0\ D } 00\ } DO\ k 0\ , OO\ { OD\ Y k p0\ k OO\ { x \ p4\ k 0\ D k QO\ } 00\ } 0\ } { } �p0 000 0 k p04 D, k oO4 D• k 0\ k OO\ D• { 0\ k OO\ D• k 0\ k p0\ c p0\ 0. } k p0\ 0 k } Opp Y p04 k 0p0 D` k 0\ OO\ 0• k 0\ k p0\ 0 k k \ k QO\ k pp\ OO\ o k 0\ k 00\ 0• k \ k p0\ } pO\ 0• r 0\ OO\ OD k \ k r k O } 4O4 k p p04 k tj0\ DO\ } p0\ D• } 0\ } p01 00\ } Opt O' 002 } OO2 } 00\ { \ CIO QO\ k OO\ x 401 k p, O 4, { OO\ } pO\ 44 k O\ { p0\ 0• } k0\ { pO\ OD Y 0\ k 00\ x k 0\ p00 } OOO 0• k p0\ 0• k 02 02 0• 02 r p2 OO p2 p, Y 0\ } {0\ OD\ p0\ 00\ k 0\ k 0\ OO\ { tj0 00\ p 4• k 0\ OD\ k Qp\ 00\ 0 0• k } \ p\ } k0\ DO\ 0• O• k 0\ 0\ 0 0• 00 k 0 r 0\ k k 02 0 } k 02 0. k p0\ 0. \ k 4\ k 0\ OD k OOD k x p DOD k p00 OD\ k Q01 r DD\ k 02 DO2 } 0p2 4• k 002 k } 2 Op2 �2 402 k pO2 0• k OO2 r } 4p2 k 2 002 } 02 D` } } OOrg k 00\ 0\ 0• } OQ\ k p0\ 0• k 0\ k p0\ 00 { 0\ 0• k Op\ } Op\ 4, k 0\ k OO\ } Opp 00 { } O01 x DD\ k 0 D• { pp2 } 402 r 03 OO k p3 D• r 002 k 002 { 0p2 k 00 D` k 02 k 002 OO2 D k 0\ k pO\ k pp\ O• } k 0\ 0• k 0\ k p0\ 0• Y pO0 k 004 k p D k QO } OD\ D` r 02 Y 002 4` } k 3 k p02 OO2 02 k p02 2 D• k 02 } 42 0 42 k 2 D' k k p02 { 0p2 x DO\ r 0\ DO\ k p0\ O' } 00\ k 00\ k 0\ O k p0\ } p0\ k QO\ { 00 Y p00 OO } p\ k p 0 } 02 } OQ3 p03 OO 3 k, 03 0p2 k 002 00 0• k 02 00 k 02 } 402 D' k 0\ 00\ x p0\ p, k pOp } Op0 kpO3 k 03 D• 003 pp4 k a 003 } 00 k 4 3 p3 p2 002 2 0• p2 r 002 4O2 r 2 0 k 02 r OO2 D• r �2 k 002 OO k 0\ k p0\ k 00\ } \ 0• 03 003 r 3 D Y p3 O' { p3 k Q 40 OO O�3 D• k p02 k k OO2 QO k 2 D' r 0p2 k Op2 k 42 O k Q02 } pp { p00 r \ } {3 0 D• 0. k 03 p k 02 OO k 02 0• { 2 0• 2 pp0 O' r pO4 k k p OOD } Op\ D k 002t"5�� k 0. p03 { 4p3 4• r OA k p04 { } S OO k ODq D• } pp3 k p00. k a p03 k 03 003 } 03 03 } 043 pO3 } pO3 44k 03 O03 D k 003 003 r Op3 402 k p02 D' } } 002 k 02 DO2 k 002 DO k 0p2 k } OO2 k 02 DO k 002 0• k t k OD 00 2 H% DD A Oq k pOS 09 } A k t 04 k p0a k p0 0, k 03 OO2 D' k 02 Op2 002 2 O' k OO2 x p02 p { \ 0 q k Oq k 00 0 q } Q3 O• k 03 0. k p0 DOD k p04 0p0 k 4O\ ODk O\ D\ Q k 0030� x q �k O5 DOa x O94 0 4 k Q06 Dp6 x 1 OOb 0 k Qb 405 pOS DOq 40S p05 } OOS ODk k OOq 0 k OQa k q Q q Oq OD x OOq D. } 003 0 Op3 Qq Q, k 003 } OQ3 } k03 Q43 k 003 O• r 03 { k Q02 r OO 42 OD p } QOD } OOO } 0\ p pO3 { OO5 p k OS } Dp5 } p0 D` k 5 { �S } pOb OOS { OOq { x q OO } �S D, k QOS } OOA k 03 �q 0, Y pOq { 003 O' Y 03 r p03 0, r 3 O 2 k pQ3 OO2 r 0�3 D• D' k 00 k p00 0• k k pOS } OOb } pb O' OQb x 4p8 k OOa k 1 O k OS D• k ppb } OOb pOS OO k OS 4• } Op5 { 4O4 k q 000. } p5 D' k pOS x 004 r 4 003 k 00. D• r 4Oq x 4p3 k 3 OO } 003 x 403 } 0 k 0\ 4, q } b 0• k 4B k Op9 DO D• k 1 k p01 k pb OOS { OS 4, } 0p6 k pp5 OD 4` p5 OOS k OO } p0. O' } pOq k 004 OO k 03 { 444 x 003 r } oOQ x p DOO } OQO O' k 002 x q DO } p1 k 0p1 Db } 8 O• k pl4 { 009 } k OOb { Qp1 40 Y 08 } 001 k pS 0, 01 } Opb pS k OOS { D• Y �S Oq D• } Q5 k OO4 } pO3 0. D. k Oq } OOq ' oDO } DO k 00 } OO\ O } p0 0• k ODO Y p1 } 0 OO k 0\2 r 011 OO1 t1 k 09 0' Y OO9 Y pOb { 406g D` Y p01 Y OS x OOS k 1 Ob Y Ob D { ODS x 4Oq r S 0' k 445 x DO4 k q pO x Oq 0• k Opq k �t k OD DYDD k 004 O• k QO\ k 03 k D k p09 x DOa } p8 OD k 0\2 } 013 Y OO9 { Q,J } 0• } p\O } Op0 k pOb 0• k 49 } p91 x 40b OO k 01 D { OOb k DOS k OS DD } Op6 r DOS k } 4 DO r Da 0• DOS k OO4w k OD D• } Op0 x DO\ k 2 Opt k OOb x 41\ k 12 D14 { 0p9 0, k O\3 k } 6 pub k\S p\2 k p09 OO k 0�4 p14 x 412 k D\D k 08 OO1 k pO0 DO k 014 D x QO9 k } 1 DOb 0 DO1 Y O k p9 OO1 o pOS 0` k k 1 } pb } p0 0• } Ob k pOS p0 0• } 0 Opp Y p0 OOO Q q k \2 0, r p1\ p0 k 01 pO0 k Ob k pOb OO } 01 D• DOS { DOS r Ob \ k Opq r Q\\ k \3 0• 0\\ k p12 k \9 01 k 0\9 p\\ k p10 } k q 0\ { O\S O' k 0\D DDO k D\\ } Q\2 } p09 k pO1 k Op9 } 0\\ D k p00 k OOb k 001 k g O x k a 01 k Ob ODS Op6 k 01 D k 01 0 0• } OO 0• k Oq k p\2 p D• r 22 k Ob } Ol\ Dl { { \3 r O9 k p12 { S k \2 { 0p4 x D\O k 0\3 k 0\p k p01 008 } \p 00 Op D' p Y b Ob k p0$ 4• p. } k 1 r p\3 k 02 5 D• { 02\ k O\2 k p\S O10 } p\1 0• k 0\p k p12 01 k 5 O' } 09 } 014 3 k p00 k p06 0, } O\p } pO1 k p0 k O9 } pp0 OO k Q00 { p0\ 0, p1 } p5 01 } \S k 419 k 02 k 2S k p1S k p1q k 024 k \ } 013 k p1\ { 0\1 6 p1 k p } O\2 k 009 OQ1 k 09 D' r p\D s k 99O`Q p, k p04 { OOQ k p02 0, k \S k 4\9 0 } 9 k 021 } \ 0. O• , k 2 b 02 k \6 p\ k 8 2 D\ r \b 0• { 0. } k a p\S 0\ 4• r \\ k 0\ D k 9 k p9 D• } p,\2 k 0\D W { 0 k Op\ x 0, D` k 2\ O\ } 29 03 { p2\ k \" k 2 p2 k 2 p, { 2 4\ { O O• k \\ } S 0\ \ } 0. r p09 k 0\2 4• a k \\ k 9 Q } DOD Y OD DD r OD\ x 403 } p p1\ O } —p2\ O, k q k 3 21 k 42\ D\1 Q2 O2 Q D k 3 { x1 \a k \1 O1$ 02 \ k \2 x q D\ 02 4' k Q- } O' } k 22 0• k 03 D` ,1 3 k 20 02 D• k 0. k o2 k \S 0• O\ k 0 2 r p�3 Y \a { 012 0• k \3 k p1S r04 ODD k Opp 0 k p0\ k 002 9b 4• \8 k 02a 2b 0,... 02 x k a p3 k0 x p22 k 034 k 028 3 O\ k 11 D` } 02S k Q25 \ 0` } \S r p22 x 02 k 9 k 12 k D\1 0' r S Y p\0 0. 1 k p13 0• k OD k 00\ 0 3b 0. k 34 0• � �2A� 3\ k 03q x 02 k 2 O' k p2b x p?,D r 42 k 1 O• k 22 x p2b 4 O\ k 010. 0` x p11 k O2\ k D p1 r 3 k 4, k 0p4 D• k 0\ k Oq x 0\ k 33 D• k Oa x p21 9 D• 0. k Q3S Zn`�"� g8 k 02 1 k 32 k 02a \ D\ { 22 O k p2$ x 42 } 1 k p\b x 023 q 02 k Y Opp k rp0 QOD k pO\ 0• } Q03 } pp9 k 0. 0• } 031 r 0. 034 k0.\ 43 k OS D• Y pA\ k p, k k 3 43 k 0. D• } 038 023 } 02 03q D` p 33 02 k 2 O• O3 { p29 0\ r k S { 2 0• k 0 02 pO4 k OD 0, OOO } pQ2 k OOb k \0. p2 k p41 { 03 Y 1 D• r p.0.9 k p54 k p33 43 0 k a8 k p3\ r p2S.—�•k 0. } 42 } \ D r 5 k p2S 011 x g 42 r p29 O' k 024 x 413 } 0 O2 k 25 x D D r 0\ k pOS 0 0. k b 4 k 0.9 p5O } 04S x 43\ } xq3 OA } O } p?,9D } } b 03 k 0.4 ° ' k 03b 2S k 32�"g3 32 rkk t k q p22 x b O2 k 432 } 2 p21 { 19 O,S k D\a p2 { p21 O r 4a { OOp } p 0 0 3 k Op9 k 49 } p39 0• 3 k p50 k p3b 0• D• k 0.0. k 034 03 0 O• } q3 } 00, 3°,4g OOO OOD r OD O\ k Ox03 DO x 406 { O k OGO k� r 5 k pb 0Lk {DY 4k1 r 05 0` r 31 k 030 k OQ x0` r p32 02S 0,k8 } 42a 02g} k p04 0 { 5 0SS 0 }k A\ k QSb k \ 05 k S k OA0. k x 4S D A0 k \} p q0 k O:c° 0 } 43 k Q 3 k 35 /� O• D• k OD r p00 k 4O2 0 } \p k S q o } qA k O64 0• 0.3 ^ } 0 3 46 k 50. D• k 40 pab Q5 } 0• } 035 k p43 OS } \ k 36 k 41 k 0•� k 1 k 0 0• P O k OS 0• k 0• k 4 k \ r Ab 03 0. k 4\ r p2 k OD O' k p04 k p0\ 0 6 k p3\ 0 r Qb\ r 2 pO' 50 4} D• � 0.3 k \ k 45°' 4 OS Y 42 k 045 45k 9 •k p4\ k 031 q 4• kS4 } 0Sp21 k AS { }oO{Qpp k pO3 004 }p}0ODk 14 1r 4ab 54 k0•r 9 Sk p60 p(,9 } 0 } 5b k 64 O6 Sa •k 4S/Q p,Ob D• k a\ p52 05 k S k OA Dk D } g\ p3 xk 43 43 k 041 k p6\ 0 k p44 k } k x6p D� r QS O /1 pk5 k Y 0 pb} QS6 D• } OqO k p49 k 59 45 r p4Dr, 0 p0\Db4OS\ pS\k p64 r S p D' k pAb k p64 D• k Ab r 0 O6 r 1ASSk O(,\k x,x}x k •k \6•0• k ,,46 k S 06 k p03k 0'x x k 6 kk 4•1kp(,O r 45 D ,x 46Y5�20•a59 0 k 0 k Or k } k52Q OQ k p03 0• 1b k b D' k 0 k{k f5D• b\ D'4}491D• •qk OD0.kp00' k k xp k 6 A°, k } k 6 O k x$ 8 } �($ 2 k 0 O• D• k 63 61 6\ 4 D• k A\ 9 O 0, x k 3 D' k 004 k p D• k 0\ Op5 0\ } 9 k \• k 0\ Oa { 31 } \ O�\ 6 k 1 } \\ 02 p49 0, \ } O .0.6 } 3 3 r 12 O 0• �q SO } 013 0, ROP k } Opp OO p Q {3 k OOO p2 b k \64 { 3 k p1 b Y 0 } 2 \• k 0 0, k 1\ B k p00 k ODD k O OO k 02 D• k 0p1 x 42 k 0.9 O• 1b x \S3 k 3 \A3 A4 0. 6 05 \ 0 k k 0, o• O• 6 C�jI00 �T G pA1 k p, k OOD 0 r 0\ D• k pOS k D1S b k D x \g4 k 9b 41 k 0 k \' S 3; 0. p \9 k } Oa\ x Ab } 9 OO } 41 q9 D• x 460 o• ' Qp0 QO k �QO 004 k OOO D R r 01\ } 5 O3 0. \ r 0. 45 \ x \20 k b\ k 3 Ol 0 x \55 p60 O�1 k 9 \• \\ { S O52 k 9 O \ } x \\3 k 0 \ } \• k 2 } b 0, q r p, k p0 �D k 8 2 \, x k b1 \1 \, q k \S0. k gS b } k \31 k \ O 5S k \3 \\ k 3\ O' k 49 0• k 94 k k %%A x DOO k k0\ 002 k '%b 0• k OZ1 } rq\ 0 k 9 { 99 0� 0 k 45 1 k 61 1 D• k O\ } \• $ D• 3 x \O k \ O' k S3 Qb { 0 \ k \ 2 \ k 62 Ql O \0 { 4• k \9 \ \2 Ob k 53 k pQ4 40 k OD D, k OOq { p\341 } b2 \ S D' k 0. 0. { 61 S\ k5b 3 \k } Op0 r pO4 k O 0• Y 09 02 a k \• 1 k \1 \• 1 b \ 0• r S p62 r 00 p0 k Q02 0• } p Y p6 2• S1 k b 0. p L>? k 5 \ 5 0• k pO4 { OD 0. } OOO k 00\ q 0• } p\4 0,4 k \• Y \�S } 0�4 D• k b k 22S k 094 6 } k _ k S 0 0, k 209 b9 k 3 r p13 50 \;1\ k 4 b k 0 k 6B ' { 3t k OD 0 k Opp k pQ\ OD k \D 034 \• } 0. k 90 r \• r 03 k k 0 p9 k Oa \,1 x D k \• 8 O, \• k 05 k O D { 0 —` D r OD } p44 } 42 0 k p24 } 461 \b k o• p51 k O10 2 \ k 3 k 1S k k p ►2 \ { o• r Y p9 2• k 5 k 1 0• 004 O. } p Q\ k OO1 qq k 9 r b3 k p6 \• k qS k 5'z 46 0• k g2 0 k OD OD xp\ D k pOq k 01q k9 0• k p93 } k 54 } \p 0.0 \, p93 k q r \, 0. 2• r DD } 0 } \. k 1 22 2 D• p, 9 k 09 S 2• - 0.3 k 0, 1 k `"`~- k OOO O• x OOD k ODD k p02 r p14 } 1 k 1, D } k p12 b a k 5S r D• -- - OD } pO4 4 k O1 k p19 k g0 k p12 0. k q �O k 64 D' k p50 k 3 Y \3 k 0 059 { \9 \' k 19 { OS9 k \9 k p9 \• } 089 01 ---- _ D• k OD k OOO k 4A\ k 4 4• } p13 0�1 k D• k 12 k DA8 r kA3 O5 OOO \ { 92 k kb1 493 x \A3 k 9 0 k k \ 2 k x1\ 09 �46 112 Og°' 0• x 6 r 12 \0 k \15 2 } k k 2 p.1 { 1\ 49 } \g2 2' k \40 k k 46 r ba D• O' k OOD k Op DO\ } OO2 OO k 4Oc� } x1 0` 0,q2 x x p D`09 g2 x O O• x } 45 x 01 — --- _ ''` p0 OOO k p00 DOD k ODD 0• { DO\ k 03 DOb k p\2 D\ k O } 3b p40 k p4q p5 { 036 0• 4 a k S 12 k k 0•q 0 k bb 4 } pg1 9\ p5 DS 0, 1 k \0 9 05 k 0$ 0. k \AO \31 0• Ob{ \ S1 0 k p9 \31 1 \$\ S 4 k 6 Sa } 09 \26 4 SD k p9 0• q 53 k \, } (,2 p56 k 1 0• r 9\ 4a 0 \ D' k 00 k OOD x 00\ k p2 0 k p00 k 02\ } D• k p3b } } kip 43 k 00.3 O' k p k O,0.S k 0• g k p11 051 4, S k D� Y 93 k x 0 0 69 x \bO } k \ k p64 D• r q b8 } { ----_ k OD D• k ODD } DOO k 0\ O' 0• k 0\S k 2 `�"" 0• { a 0.S k p3b k p5 k pA\ 0• O k r k 0 09 3 k 0 k 00 0 x DS k U 02 k 2 { 42$ x D• 0. 44 k 59 0• O33 Y AO k k 3 r } Oq4 12 } OAS OAa k 2 Oa k pa5 05S q D• p19 \' } 12 k 4 DS 01$ p04 } OOD } pp 0 Y p0\ k 4O3 p1 0 k p1b k 023 2 0` r p2S k p24 k p.; 032 k 03'' x 1 QAb k q4 O' k p.4 x D''6 }43 Off' k p, r p Ab k S p3 k 5p 13 p51 0. r 0 O• k k OD 0. k 02 0• k \0 02 k 2q 02 0 3 0• k r 0.\ k p, b p r 4 0• -� - 0. k 0 k p00 O• 4 O\2 0• k 6 k p23 0• 4 k 2 { 034 02 0 3b { 03°' k 032 } D• { DAa r p4b q 03 } 9 O' k 0• 45 } O• k 0.0.q D�a } k A DB k SD D• k 0.0.1 r 0. x QOD k OD DO OOO oO\ r �2 O}O k 0�' x O\q Y \4 D k 0\8 x p2\ k x D p2 k 2\ O' r p2S k OS r 43 k x D''O r 9 O' q x 439 p3 k 32 x DA4 Y p5\ 36 r kaS O' p1 052 O x 1 O a4 r 49 -._. �_ k00 OOO k OOO D k 04 x OO k 0\ O k OOS x o\\ k \\ D• k Q,\q k 4\g 02 k \1 0, x p24 } p2g k \ p2S k 23 O, k Q2 } 429 42 } p32 O• { 6 } pA3 { Q,q4 k 2 p, 0. k p { OQO k p04 0. k 03 k p49 D' k p1\ k 01S x p11 k 5 O' k 01b x p2O r p2 k 20 D' k 022 k 02b x 02S k 2S p2 k 02 x 434 } S p2a k 29 4 x } 0 O}3 0 k 40 k p5\ p3 0, OD k p00 k 00\ k 02 D' k OOb k 009 } p9 k p12 k p\S D\ k \3 k O\6 x D\9 0 k 8 k p21 k 022 D k \ k 2a k O2 q O' k 43 { k9 3g D } Oq4 k b k 32 `� } �qd pp0 pp0 r p QOD k p pOO k p00 DOD k OO\ D x DOa k Ob DOD 041 4 DO9 r �D p12 p2 O,3 k 01\ D' k 0\3 Y x q p16 } p\5 Dl1 01S Dl } 0\1 x p24 k 0 42\ 02 k O O' k p23 { 02 0 r 5 k 024 02 D r 3b k 0• k 6 r DO9 k OlO k, U D\ Y O13 Y p3 r p\a k \1 } p k p16 0, b } \b k p\b 42 k \°� } 020 k p2\ 0 02 } 22 k p2b r 21 42 k 8 k \\ k p14 41 q D• k \3 k otib D. k 1 k \1 k 02 D• } \ } 020. x 42 5 0' k 2S r p OD ODD x 4'- k OOD k 0\ DO\ k 003 D x q DOS k p05 OOb OOb D p02 k p1 Op0 O01 40 pQg D pU } k0 01\ k 09 0 { 01\ k p1a k 01 r D` k \3 k 016 D\ { 0. O' k O\6 x 424 O2 k D x 422 } 22 p2 02 4 x 423 OO k V. 011 4• k 5 0\ k b k \9 42 k 2 OOD x D• } O' { OOO x"p$t- } D• k p3 OO k Oq D k p, k Ob r OS D OOS 41 OD 09 k 0p0 Oti k ODO D• k } 1 Op0 } �g 4\\ k D\O D\ } p\4 0\4 { x Dl3 k l3 41 k Q\2 } p\3 } 3 O\ k O\b 0• } O\1 k p\$ k 0 0• r p2p k 02\ k OD ""OO k r03 0 kOS k OS 0. 0 k 1 { O1 DO 0• k 9 k p2 { Og 0\\ 0\ 0• x O\\ k p\1 0\ q { \5 k 0\S D\ 1 k Q14 r } 0 Epp DOD op0 p00 { p0O 0 D• r p0\� 0�-- `�2--gAZ �' DO3 x �3 OOk 03 DOq 0 OO OOa D 0. Ox r 3 04 DOk Oq OO`� DO{ 005 06 0 k q p05 OO6 OS 4Ob OOx op6 OO1 QQ9 pp1 OO8 OOk Ob DOk k S OOb DO,D �Oa 4O9 } Mpg OJD r 0 tj\\ D\k 4\0 p13 D } oy 412 k p11 D,� 12 Dq 0\k 0\3 Q,b { 0\3 p1S DO } pO0 k oO4 k }p0 DD { 4p0 DO k Q02 2 O D2 D k p03 4 k 003 D OO 0 3 D k 00. OO q D` k OS { QOS k QOS 0. OO OS 41 r pol O' p1 k k OO1 k DD k 09 k 049 x 409 k 9 0• } \2 k p\2 } c k ODD x pp4 k Q2 p, k 03 k OO k p3 0• pia k 00 q D• k 00. pQ0. k p0 0. 0• k OQS pb 40b k S O1 k p01 D• } Op6 x DOO k 1 OO k 410 0 x Q\D k DO Y OD O• 0 k pO } .21 k k k 02 02 0p2 0, 43 D• p3 k p03 00 O• A k p k pOS OO k Q1 k p01 OO k 09 k 000 pQ0 O } OQO p0 OOO 00 r pO 0 k OO 0\ 1 , k 0 r q } �0. k p0 q rS b k 00 0• r 0\ 0• 0\ p --- p, } r p03 0 3 k 0 0. 3 3 op3 p0 QO 0• O q k Oa k p0 0 k Ob k O, O` k 01 k OO1 k 0 k �D k DOD k DOD r OD D• k 00\ } 0• k Op\ } p--"{ { 002 k O02 002 k Qp2 k 02 { �2 002 Ox02 4 } 003 D• x 403 k �3 403 r 0• OD k } { 3 4 k pO3 D r Opq D k pOq k k 4 OOb } OO5 D } Op5 k OOb k Ob D k 4Ob x C k p00 ODk kOO DOD 4 { Opp Dp0 k DOD ODO OO pO4 D k OOO 04\ k \ p0\ ODk OO\ 20}W pO\ } \ { DO\ } O01 p00\�-`-....q } �p2 OOk �0\ OO2 D r p2 QrOk O\ O Dpk2 { 2 OD{ pO2 DO2 0 O• Opt x k 4Ok } 2 p3 ODk QO2 DO3 O` OOk tjp2 003 DOq pO3 003 DO} r Oa DOk 43 OOq 005 QO OOS O• k q OpS k �q pOS p00 0 k Op k p00 0 } Q k k 02 04 k 02 002 4• k 02 k 03 0• r 0. k p0 4• k p04 0• k 00 k 004 D' { 0\ k 00\ DO k 0 }, OO2 k pO2 k 2 OO k 4O2 k OO2 k �2 k pO3 QO3 k 2 O, { p3 Qpq k pp4 k 3 } pQ4 x DOO k OD 4p4 k OOD 0• k OOO k OOO } Opp D k p0\ } 00\ k 0\ 0, } QO\ k 00\ k O* l -951�--.�,,,�,� \ } pO\ D k pOl k DO\ x Dp1 } \ OO k p02 k OO2 x pO2 r 42 O' 002 x OO2 2 DO 02 DO3 k 2 00 0• k OD OO4 40 k pO4 k p0\ k 00\ 0 k \ k QO\ �"�""'• D• Q\ k pO\ k 0\ 00 k p9\ o• k 02 OD 0. k 03 0 OD r 004 0• r D k 00 k k \ k ppl -"Z - x OO\ k 0\ O' k %%% k OO\ r OO\ k 0\ k �2 k O• �2 k p 2 0 2 0. r 42 k k OOO D• k 00 k OkQ4 r DOD } ODD k ODD { DD\ k 0\ DO\ } OD\ 40 } DO\ DD k 0 \ 0\ k OO r k 0\ k k0\ p0\ r 00\ a k OD\ } p0\ k p0\ 0, } x0\ 40\ } po\ D• 002 { } \ O' k 002 02 k oO2 r 02 O' 0. k 00 k 4O4 p• k 00 k ODD D k OD } pO4 D• Y 0\ k 00\ k 00\ t 0, k O\ O 0• } OO1 k 401 k \ } 0\ k 00\ D• k 0\ k OD\ DO Y 0\ r p\ k 002 k 2 D' k OO2 { ODD 0 } xp0 pOO k QOD DDD x OOO 0 x DOD k OD 004 k ODD 0 { DOD k OD p0\ k OD\ p x DO\ } {4\ OO\ k 4O\ D J\ k OD\ O { 0 OO\ k k0\ O"O�``k ``0$� Y QO\ k 41 DD\ Y pO1 DO O• O k �\ Q1 k QO\ 4O\ 0 O k 01 { }0\ OO\ p0\ 4 } OO\ k OO\ r O\ oO k QO\ 0 0• { OD 00 OOO 0• { pQ k a k { } p\ k 0• k \ 0. k 4\ 0. k 0\ Y 0\ O' 0• n�(\ DOD k (<OD O k pO4 a �t\O OOQ } OQO pO0 x DDD O. x DO\ k DA\ r }0\ OO\ k OD\ 0• 0 k k } QO\ 40��6QO\ OO\ 0• k Op\ k QO\ } O\ 0• k p0\ k p0\ pO\ k 0\ k pO\ k OO\ nn nn } nt\0 k p0\ 0• n1�� } . tj01 D\ k , 00\ m k_. OO\�kn,` - A\ O' k.. (j0\ k QO\ k p01 0• 01 k OO\ r Q01 0\ D' k p0\ k p01 k p0\ D• k O k ppo x pw k k00 °" k ODo _ k p�. k OD { oyu k O"� k Y DV r p"vv v,�, k V� k p�> k v+ �-s . nt�� k . QO\ , O• nn1 k . pO\ 0, n� } p0\ k p01 p0Q vk Op0 oO v,,,} O p00 k . OD pQ0 k pQ0 0 k 0 Opp k pQ0 p04 k 4Op 0 k oD Opp OQO p04 k QOD ODD kQ0 Opp D k p00 pp0 k pQO ODD k �Qp DO\ } pp0 Oak k p p0\ { pQ\ �Q1-"""t,,,. D' k \ p4\ { Q`�-•--aQ.�� kO\ OOt v.�k k4\ pO\ k pO\ OIL x Op\ v'"r k \ QO\ k x41 D�� k OO\ °vx DO1 k O\ Out k OO1 r 0 0 k 0 0 O k OD 0 k OD { OOO OO } k r \ 00 k QO\ 0• k 0\ k 0\ D• r p0\ x DOD k ODD k 000 k DOD k ODD } DOD ODD k p04 k O}OD } p 0• Y OD { DOO k 0p4' D• k OD } ODD x DOD k 4 O{DD k 00 4 r O`kD�'a' pQ QO 0• k %7 O" ,,�� OO\ k x0\ DO\ k pp\ O' OD k } kp\ OD\ k OD\ 4• O k QO\ } k p04 0 } p0 k QOD D } QO k 0• k OD OO D k 0 k OD k pO0 O, k } pO OO 4• } 094 k 0, p0 k Q11v 0• k 0\ k p0\ Op\ k 0\ O k pO\ } DO\ k DOD k D Opp QO� pp0 000 O } pQ0 DOD k 0 OOp DOD p0O %%A O r pQO DOD OD O Q DO� QOp OOO 0 k pO4 OOO �0 004 DO� �04 DOO DOk ODD OOO O } �pO pOO k DOD pO0 k O DOD 0� oO4 004 O k pQ4 OOO k 0 OOO x Q OO Y p00 DOD 4 0` O' k k OD } oO� 'bO0" "^.--4_ , k OD Q QO\ O k OxO\ p\ QO\ O 0 �0 0• k OD } 0• k �,pp__ 4. k pp k po4 } 00\ D• k 0\ k OO\ p 4 D• k DOD k 000 } -k DO k O00 k OOD } Op 0 Y p04 x DDO k ODD DOD } 004 k %m k OD ODD ODD OD x Opp DOO k DOD DD OD x DDO k ODD r ODD x 004 k DDO k 0 °" } ODD } Opp D04 k pp0 { } ODD k kp4 p0\ } OD 0• k OD 0• k D k 0 r %m 4• } Opp k OOD r 004 k p00 00 k Op" - x^ -8A4 x DOD k 0 D k OD k Op0 0• Op k OOO OO r OD D• k Oxp4 } 004 k DOD D` 0 } DD p D}D k ODD k 00 } OO k ODD k D 0• k OD 0• k kp4 D` STAVE, O�CTI��S p00 p, k 0 r OD k Ok0 D• k 04 0 } pO0 p. p k p00 4O4 D• k OD 0 D• k 00 k 004 D { 00 kN/F ( D k OD } 004 Y p0 } OO 0, k OOO } pp4 k 00 } 00 4• p k p00 QO ' -t--�, Q k Dpp OOO } pOO k p00 k 000 0 k o0 k 4O4 O• k 00 '� �� UU k p04 k %%M } 0 ODD { Q00 O' OO x DOD r p DOD } DOp OOO D• k OD k k D p00 k OkO 00 p k p00 0.4 0 } OOD D k �D k p04 O k 000 { p0 0• 0 k p0 } 0 r OD k 00 pO4 x DOO k 0 O' k OOO k ODD } pp D• k (V a PG r $� k OD 00 Q r OD k p04 4O } p0 k pO4 DO k OD r 4O4 D k OD 4, k OO p0 pQ �xp�00 -k $A��4D DODpC D k Oxp4 k p0 DOD k 004 DD r OOD x DOD r 00 D' k OOO QOt� } kp0 pO4 } 000 0, k OOp } p00 k O 0 } QOD 0, k OOp } pp0 k pA4 k 0 0, } OD } pO4 k p00 k OOO 0. } Opp k p04 k D• k OD 0 } pp k p00 0 OO k 004 0 k } p0 k p04 k OO 00 pp0 } pO0 DD k OD D' ODD } OOD { } QO OOD pQO { pD D• { 0, DOD 0 x DO } OO k p• 4• OD } OOO O p k QOD 4 pp { p00 004 Dp 4• Op0 r pO4 r pO4 D kQ0 k p04 } ODD D• } { OD k ODO pO4 k OO D r 004 x 04 k O O' k DD x k OD D D• k t$�:9i' pO0 O, pQ OOO OO kQ0 0, p0 0• x QO p00 pkp4 x D• OO p04 k 404 Okp4 Op D` k p04 r 000 O 0• } Op k p00 00 k D O• k OOD pp p x O, OOO 0, 000 0, pQ0 O• p00 0• pQ0 p00 0• Op0 p00 OO pp D• OOO pO0 QO O, Opp p04 D, 8 40 Nss�sYnn•ur ' 0 o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 ofLAAI IC 11.1\/AI ID 1I"I•/LCCC IT DCAOC TUC I J. Ifll" rmIN IJ IINY, v VILJo 11 lJL/1"' II IL RE IMPSSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. APPLICANT, AM KING C❑NSTRUCTION CO., LLC 2115 REXF❑RD ROAD SUITE 314 CHARLOTTE, NC 28211 TELEI 704-365-316C LAND ❑WNERI ALDI, Inc. (CONNECTICUT) 828 SULLIVAN AVE, P,❑. BOX 699 SOUTH WINDS❑R, CT 06074 VOL. 1894 PG. 67 VOL. 1894 PG. 71 REVISIONS GRAPHIC SCALE 40 0 20 40 BO 2 4/10/07 PER APPROVAL COMMENTS CJC IN DEFT t 1 2/2/07 I PER TOWN COMMENTS CJC 1 inch = 40 ft. NO. DATE DESCRIPTION BY Tel. 860.291 • 8755 Fax 860.291.8757 ro r civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 L,IC MiL C PA LN' DESIGN.•RLB I DRAWN.•MHA I CHECKED: LRG 1/06 NO,: 2282 1 DATE: 9126106 DRAW/NG NO.: PREPARED FOR: ALDI DISTRIBUTION IACILITY ���•ll• LLY V V Y- V �O/�� i.• A l� fly f\f7 /vl'!•Tf AT fl•Y• 4:4.YL� i� 1�4: !L'llQ:IV'll� SHEET 0\\ k 0' poi Q o� OQO 0� w) / W � iiC11 t � W � itOg „�0 FE��Vy PREP a \ \ #rry IN W� ' ANNE McGRATH DORAN G\ # (VOL. 64 PG. 247) 019 ♦ `\� `\ \ ♦ W�1 \ ♦ \ \ `\ \ ` t I ' --! I !/ r/r/ '''� '''/ ------------------------ _,\ \ gOA \\ `\\ \ `\ WIf�11 W,f� gal \ tt I P10 �P6 WIf �PP11 i \ O \ - " S.Y. "C --� 7 ' \ _ L 4, frc / — 89 3 \ ` st0 / f t 1° WIf W 10' S.Y. - .' r '� 11 W W _ P �� 1�` _ _ •,' ` , -- - W��' _ ' I I tt J - - y _ _ - - - - - - - 10' S.Y. t t - il� pP1g p 2h p8 LP-E a fPp20 W�f P WIf �p WIf WIpp29 W� #pP 04 WIF pp23 Pp26 P9 P f PROPOSED NEW TREELINE 96����`� \ PP31 Ifpp2 WIf #pph x , to / ' i X35 �\WIf i{pPv) $pig I'— `'9 W' ♦ 2 \ \ � !r ! , � I - pp31 wIE �pPtrO xy \`-- -' ` -- - - 0pp3 C) 80 _ QC EXISTING TREELINE wt- a x --- a, SEEDING MI> -- - - - -_------------------- x x TYPE I a �Q,EE a�a ----- 9 ,-------- II x an. p P p►` \ - _ 86 P Pv - - > - - - - - X - - _a•�' J - \ yy/ y \7' / \ G' EXISTING TREELINE: 7—PA QG X k• - cP , Fe. P P J�•i` � ` C P \\ ♦ X t ��fn`\� �•. �OO•� / , G 1 ,'�O � •��,�£� a� Q �O n/c - - - - - - - - - - - � _ \\ dl/ nil• \�. `r�t 0 �h' � ' / � / , V 1 / X• 1 EXISTING TREELINE \� ` � X SGN N / KING" o x t S JSG / 17 82 SEEDING MIXTURE TYPE III LIG PROP, 6" GASw\ _ _ - - - - - - - - - , v` I// NG" EX. S O LIMIT.. Xay 5 2•wNITETYsP.rRrPe - - _ --_ ------- - - - - -- C 3, O.C. CS ----___-___ � ,, / r w�`•c.''�, \c ' /� /, r,' / off. / 8y� a � l P X "y pp -A ,' 9y / WIN" 0 INV: 2 CPP)82.25 17—RH 7 B$ a—CKF LP -BB LAWN \P �- 23—Hs ,a'�,:• �,n� /n,J \ / / / �� /��/� �"�' C \\utd �iin p SE ING MIXTURE xTYPE I (LAW) x o P PF a a�5 ay3 2 /'�n`♦ �;�•K'% st � / 6 X ° r �' r• b' / P G' p aaw -FF 8—CKF /P \\ G a ��'• 'y/ / �• / G YS�726\ �\ * ` P 6—RH / J�\�;G �'E� IGN PARKING" �1 SEEDING MIXTURE; a \a► `� n� /� P / ' TYPE I (LAWN) ? /e� `9� �� \\�t/r,Y, � i+r/r • �O � ; . a��•J"i'� ��� /per � q \ '� J� �'� a• 0�Ilri � / / w a 6—CKFZ SEEDING MIXTURE TYPE III 4`AG 6—JS Al. LII a./ r ELEVATION 3—AS , �I — sN% #,72s ION SECTION 'B' � , \ ���, •����' a P P /QP —JSGay \ O ,�IIdG � P Q � � � Ody I`//< \ Iv// a♦n''¢f� X P r, / a a\� yL/,•ray P� LANDSCAPE NOTES: —AF �« nc c �, J�•IN"_f: SEEDING MIXTU E TYPE II J�•`= � 1—Hs \u ou —PA 1. SEE LANDSCAPE DETAIL SHEET L11 FOR 4—QA �.t{,,, ` .K"� / ,,' / / DETAILS AND LANDSCAPE NOTES. ;� +n —CK Q '' '; / / 2. SEE LANDSCAPE DETAIL SHEET L11 FOR •.''�`�� a • Q - `°v% . 'r I P p / / PLANTING SCHEDULE. 8\,n —PG 3. SEE LANDSCAPE SHEET L11 FOR U 3—CS , ' WETLANDS 2—AG / ' ' / # 4 4. SEENTING LIGHTING ESHEETS LP1—LP5 FOR SITE —HV a 'tC / LIGHTING PLAN. O , ' Sall,_ �t6 •'.£. \cult/ •,t ,. �\ / /i" c\C J a, .� ♦ , / PARKING M TCHLINE SHEET L2 ''n 3—PG �- IGN MATCHLINE SHEET L2 z-cx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Tel. 860 291 • 8755 PREPARED FOR: SHEET Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 MM m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE �� �UVD��� ��� ALDI DISTRIBUTION FACILITY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 �'�J�J /�LIZ 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �_I W_J_ wJna _._. _.. . _..... / // / ♦ .. ......w A/ /'1 � R 1\C 1173 \V Ili IL • 11 • II )) IL.- IL'• 11 BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET) leVZV Im n Jae %0 !L Mlafz L CONSTRUCTION. 2 3/2/07 PER IWA COMMENTS RLB civil engineers • • 1 2/2/07 PER TOWN COMMENTS CJC 568 1 inch = 40 ft. p planners s • SlJrVe)/OI'S 3. THIS PLAN IS INVALID UNLESS IT BEARS THE landscape architects giS gps ✓OB ND.: 2282 DATE.' 11�22��6 Li 1 RICHARD L. BOSTON, LANDSCAPE ARCHITECT LIC. No. DRAW/NG NO.: ohs 2282 2282_L 1—L 11. dW SOUTH W nNDS® C®N�CTIC UT IMPRESSION SEAL AND ORIGINAL SIGNATURE 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY d. /,//' /, /i �, �'- � �/, // / / /\ram _ ```\`\ ♦\ ♦ \ f sF\�� \ `\�I 1 � 1 �l �1{g t \ ` 1 1V, 1 I l\ 1 1 ,' ' / ,' , / , , , , ` ♦ \ \ \ \ \ ` \ ♦ � �\ \ \ V \ \ ti\�F �`\ \ 1 , y y y' t t t t 'IS' / /'/ '/'/ ////�/ ♦\\�`���.\\�_ _♦♦.` 1t „ \\tea __ + ` \ / / / / \ \ \ ♦ \ \WP \ \ ,l� rf ,/ r / � / /' , 831 �♦{\E� PREP \ W IR �F2� � � -__. / X Ir' - - - -- - -- ,J, \ fl 1 , t EXISTING TREELINE r \ - - - N/F PROPOSED NEW TREELINE $y9 ♦ ` \� \ �'�'�'�// '/ / ANNE McGRATH DORAN 7-PS (VOL. 64 PG. 247) 3-PG r \uiuiU Wu //y� •d�\NUWt%% �— y /-1 - - \ _ \ \ ' i /' ' - - - - - - - - - _ - C SY. — ' + a 1/, �a/q \` , �!n`\ ii \ u v / \1W!/4 1 / S67'4 ��W ��DUldl/� y.\\11d QYv1� ` D\\�uf// ay \\Ldl/ `� ♦ \ \ ///' // G — 3 , = r.r •' R .t'6 art F•\� /i/ . ` a • _ \ _ \\�I / �C \ •\ —.... 3»• C r ♦ ^ r•' / a• _ � e ♦\ / .11, ",rF. VI/i ♦ �\UL �TkF 1 _ \ / �_ ra,',rG � a `\� '�,a `\eR ,n \� K�C \ � `\ ♦vUt �\C \\ a A` SIL ��U ` ♦ / '_ `\i /a✓ Yw .> _ "� �i, `en\ '3 a� �iTFA'` /n \` °iq �., • ♦ �\\,Ills/ � /% � ��„ //i e'er. 7/q \` /i f AJ AC �R' � / q♦ �/ n s� �e _ _ q ` _ � �, \ +n .�. yen �. 11tq� en .>.�' �,aKF. �• tM r / / 31�a"��\+ rrii��j,�9\a. ♦ \ i0" �n r '441P� c. '��n`\�� h\ �" n e / 10' S.Y 1-PG 3-MC gk 9 \ X 3-AG �.�-PC1 � I LP-E a I BP j 2-RP ' 80-LMS ate° LAWN IVIIA I UNE TYPE III ----, J'1+�-` I 0` LP -CC + o o Z I Lli LP -CC +n �' I I 2-RP RAMP ` W 1 tt 3—PG 1—R P i —J a_11 ♦�7-POD I 9-A t+ W I— '' / /9-ASS---` , ( ' I II9-AM �� +\ Ze 0 (LAWN 9-SA (=�SEEDING MIXTURE TYPE I 1—MP LAWN a V) 5-PO I� BP ` 0- W / ! LAWN • z I • �� 1-RP \• U r 6" ry `\ 90M d \ k• � 3~[0 I 1-RP --` 8 -- 6 --- - --_ -s -- ; 4 5-CA ,ID _ as , 5- '� X \ 1 MP X �. �63 X ��- I19—LM _ 1 . �� X \ X ` - - \ - - - - - ' P. 10" w R ' — — \� 9-AM -6—GT "T 80 ~ LAWN \ PRO MAIN , 3-PG ��\.ulv \� ' Q / 6— / 5-AB ^ ' 1 L1) t r r v� t ' 569.08' h I— , o> 29-LM 8-RH 0" FIRE 5-HS 3-AM r INV. 77.25—za�- W 10-IV 1-RP _ 19-CTS 7-IV 8 a 9 Q U I 1-TO 49-LM k• J ,' / / 84 LANDSCAPE PLAN E SEE SHEET L8 FOR OFFICE ST IN cw P 4" R s �+ 3-CK L.L.J. I QI ( NL_AR_GFM_ FNT> L. EDGING W/ NIATIVC 1-HQ INv.77so —RP _2�—PF I �nml � �/ r .., .,, I 5—CK vvl v RIVER STONE MULCH 6" GAS = OP 6" WA PROP. 1" WATER SERVICE J + 14.00' P. 6 P' / _ 0 /' 855 5-RP RP 0 3-CK �� SEEDING MIXTURE TYPE I (LAWN) Q a5 / r 1 j / 1 / r , , I FF: 86.00 / / t / LAWN aka Cq QP-Be , I r 1 X I • / t I / g3 e t / w -AA - - - - - - - - - - - - - - - - - - - - - - - \ t < w ——————————————————— — — — — —— + 305.58' ` - 'Q-_X r tJJ Q ELEVATION SECTION - / Q w / \ \ —I U) It e LAWN $k. - " Xk• LANDSCAPE NOTES_ I 1. SEE LANDSCAPE DETAIL SHEET L11 FOR I DETAILS AND LANDSCAPE NOTES. 2. SEE LANDSCAPE DETAIL SHEET L11 FOR 1 \ 8 PLANTING SCHEDULE. ♦ ` ` ri / , ' \ 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS -AA PLANTING SCHEDULE. _ _ _ _ _ _ _ _ , (CONNECTICUT) 4. SEE LIGHTING SHEETS LP1-LP5 FOR SITE ALDI, INC. C;O LIGHTING PLAN. (VOL. 1894 PG. 67) 1 (VOL. 18914 PG. 71) o ♦ / MATCHLINE SHEET L4 MATCHLINE SHE T L2 X o i u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 291 8755 PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE �j Fax 860 291 8757 L�Q 1���apL pLQ�] m INFORMATION. ALL EXISTING UTILITIES SHOULD 40 0 20 40 80 esign ALDI DIS'TRIBUTIDN FACILITY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ����l�jj//b�,��,, L 3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/20/07 PER TOWN COMMENTS RLB �J �LJ/�\��1�I/J�J�1��Is BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET) DESIGN.•RLB DRAWN MHA CHECKED: RLB 295 RYTE STREET nne,c•ro,,nr, nk, 2 3/2/07 PER IWA COMMENTS RLB �v V� RV� v v• civil engineers planners surveyors L en ri nnon �� /)� /nc - i inch = +v �t. landscape architects • gis • gps ✓ULS NU.: LLOL DATc: /I�LL/UU .L 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC 568 IMPRESSION SEAL AND ORIGINAL SIGNATURE 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: obs 2282 2282_L -L �. CAW SOUTH WIND°�®�9 ®NN�CTICvT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION ei' RICHARD L. BOSTON, LANDSCAPE ARCHITECT LIC. No. ' , , \ `\ � \ ` \ , t / , i W � . / ' W � / / , - - _ - _ �2� _ ` ' f ' \ � \ ` � . \ � \ ` � ` \ \ - - _ ` ` \ I _ � � - �Fg - - _ _ - - - - W I % / I - - ' , � ' � / 1 , - ' f`2i��fi''• , ' , , ' / MATCH LINE SHEET L711r� v\•\`t 1 , ,' ` ,' ' , ' / / I _1' 1F`� / , ' - \ \ Wl��` �/ , / \ \ \` \ \` \ ` \ \� \ \ \ - - - _gip ` \ �•f�` �. / , / - ` \ \ \ \ \ ` \ -�i. 9 1 / / - , , , t , \ \ \ \ \ \ \\ \ \ \ . \ \ \ \ \ \ ` \ \ \ y\,F7.�_ `\ oil: / \ FLOOD PLAIN LINErOQ - REp. 1,1�'1P1 , , / ' ' _ \ \ - ' , _ _ \ _ \ . ` \` \ .�` W �F` _ _ _ - _ \ - - 0 . ' i '� - / ' / / • �' ELEV-31.20' \\ ` o / _ _ -ING MIXTURE \' 1� \ .�,`-------- - - ,' ,' / CIO SEEDING MIXTURE YPE'6y __'---------- /� LIRE T xV -- _-' LLJ ---------- SEEDING MIXTURE TYPE II W1 + 80 Up A SEEDING MIXTURE tY U / / X �� (�a2 SEEDING MIXTURE TYPE Q EXISTING .. _ � TREELINE CANTING S $ ' ANDS P SHELF � --------------- MENS ,' ' / w�? � 1 ( + 1 / / '' ' � -' ,' / '' '' ,' � / / ,' ,' / r - - - _ � (9:10 SLOPE) I / / b. \ r I EXISTING rRE SEEDING MIXTURE TYPE III o T , , , ' ' X ELINE 0 � , / 1 i i i I t \\ , I I tit 411 ,' / ' ' I , 5-VT . ••: • ' • • • : . • . . • ; + •. . + • + • : . • • (, • • I DETENTION WATER QUALITY BASIN • SFFn►Nc wiv-ri tnr �-. _ _ _ _ •_I( MIA I umr- I Yh V I`/ _ • �8 L / \ SECTION 'A' SEE SHT. T7 n • hX rJ._HV J\\ili'/�G • 53 • • \ \ \ ` \ �S ATE OF CONNECTiG0 G. 469) ` \ \\-� �\ ' ,n4,1 \en ���ii'//� D • • • • • \• \ ♦ • • • \ • • • • • • • • • • • • • • • • \ \ --- -\ ___--- SEEDING MIXTURE TYPE If • • \ `IN, NNN N. I. N. � 5 10 :�— 7 z / - - s.Y EXISTING TREELINE ._._ ' I + 5-IV \ SEEDING MIXTURE TYPE V EXISTING TREELINE \ ------------ \,--- N/F - - - - - - - 1\ \ \ \ \\ \ \ \` - STATEOFCONNECTICUT------ - - - - -- (VOL, 625 PG. 469) - - - - - _ ` \ \ \ \ ` \ `IN, —70_ - - --_ ------ \ IN 44 I. INN `----- `\ \ ` \ \ X 12? ' t \ \\_'310.005' N '/'i Wif ' /^ SZ s _ \ \ ` ' r r \ , N6732'36 W W IF r ,41v\ \ \ o\R 00 / / / o i x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 3/2/07 PER IWA COMMENTS RLB CONSTRUCTION. 568 1 2/2/07 PER TOWN COMMENTS CJC 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ` ION SEAL AND RIGINAL SIGNATURE DESCRIPTION By RICHARD L. BOSTON, LANDSCAPE ARCHITECT LIC. No. OFPTHESPRO ESSIONALL EONGI EER/SURVEYOR. NO. DATE GRAPHIC SCALE 40 0 20 40 60 IN FEET 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291. 8757 n ^ NDSC e p PLAnn wJnals DES/GN. RLB DRAWN RLB CHECKED. RLB civil engineers • planners • surveyors landscape architects • gis • gps ✓OB NO.: 2282 1 DATE.• 9126106 425 'Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: iobs/2282/2282_0-01.C/WO LANDSCAPE NOTES: 1. SEE LANDSCAPE DETAIL SHEET L11 FOR DETAILS AND LANDSCAPE NOTES. 2. SEE LANDSCAPE DETAIL SHEET L11 FOR PLANTING SCHEDULE. 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS PLANTING SCHEDULE. 4. SEE LIGHTING SHEETS LP1-LP5 FOR SITE LIGHTING PLAN. PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY L 6 Z95 RYIE STREET 11 , / , , SEEDING MIXTURE TYPE III SEEDING MIXTURE TYPE I (LAWN) --- ---- ••..I... rr�I mmmm� 0000010 ram' mmwmm s51 7—PS T 5—PG--� 0 / ° PROPOSED NEW TREELINE ANNE McGRATH DORAN (VOL. 64 PG. 247) 3—PG j// /1 till C' ` �/� (1 �� � :� �o'= �� / i i 'ir qR c- ° I �~ 49 ,Z I 3— P G ._./ 1 1— P R .................................. S 7—PO —Z � I '9—ASS I , J - 9—SA I 3—HQ 5—PO I LAWN s:62, 6„ Wv. I / 4—AF i i i i 3—PG 5' WIDEN 18' LONG RAMP 5% GRADE LANDSCAPE NOTES: 5'X5' 1. SEE LANDSCAPE DETAIL SHEET L11 FOR CONC. DETAILS AND LANDSCAPE NOTES. PAD 2. SEE LANDSCAPE DETAIL SHEET L11 FOR (TYP.) PLANTING SCHEDULE. 3. SEE LANDSCAPE SHEET L11 FOR WETLANDS OFFICE PARKING LANDSCAPE: PLANTING SCHEDULE. INTERIOR PARKING LANDSCAPE 4. SEE LIGHTING SHEETS LP1—LP5 FOR SITE REQUIRED:2,624 S.F. (5%) LIGHTING PLAN. PROPOSED:3,960 S.F. (7.55%) J , r , ZO I< x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 3/2/07 PER IWA COMMENTS RLB CONSTRUCTION. 1 2/2/07 PER TOWN COMMENTS Cdc 3. TH!S PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 10— LM--\ 5— TO 3—PA2- 5— CA- 11—HS 11—LM _ --^--- _ 3-FP--------S---------_--------- _ \ 60 �\\�►Idl/,,,,- -1�,,;\\\illali,,,� — -- 6—PG ----------------- 8—PA _ --_ _ - - ; \ = , 14,4 S 6 7 44\\1� /i�/III\\\�\\\ '// == ° - — _� / /i = ° = \\111 % , 111a/// \\\ '- _ _ \\1 Il// C&t•'" \ �� C �\ '/� i '�\\ // �\dtd, ° _ _ di,/� \\` \ / - -��-; / nC ��lv/, r y %rt�� c` \\\I I/I % %itp���'� \\ '- - _ \ / I �? ° :� II _- - 1J �_ _ \ \ / (1PII�1 - 't_ /; \ Jt r/ �I , , \ �\ // c �%� i nt,� , I'l/ � ,\ / t,/ \\/%//J % _ - \ I �\ \\\II /T•/ `d \ /'f /P 1\\ / 1 I %' •1 I1� r%rt� / /"%its"� `L �� 1 \ �� I� �It N, 1i dt d. i \\ \ �✓ 1 -'\ c \ `� �. \e AOM Tat-??'=� Pgj/rp I ___ __ �t _ t 0 YYHrI MAI //f II \ �\ �'''%q! `\\%''%qI `\\ S %�rtl . /1 1 , �� —1/nr �C, = �' °��PI�1h\ 4/{�W` \ /4 f 1 I 1—PG ass 3—MC \. 3•1r_PC1 II ' 56.00' ` I ° • I 2—RP 6—ASS If 80—LM BL BL BL +Cc+ o°6 5 LP —CC I 0 I 21G— � LP —CC TI. 2 RAMP 2 ', 1, RP �1-- R P I I , I • I I I --1—MP LAWN ° ° --9—AM xy I ' X82.2 110 I N BP I ° g6 0 , ° -1—RP I \� 9 AM L1 _MP N + N + � 9—AM , I ° I 1—RP BP ----6--------- -A -_ ------------------- LP—C -------- °-- LP —CC I--------------- .� M1 Y J ' Y_-- _ Y Y Y 5—I �� s \� I -1 MP a ° 3 -- -- -----, s° 19—LM ` 9 — AM - -6 -- GT ' 3-- H S ' D 29—LM 5—HS 10—IV 19—CTS 1—TO SEE SHEET L8 FOR OFFICE _ LANDSCAPE PLAN(ENLARGEMENT) TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD L. BOSTON, LANDSCAPE ARCHITECT 568 LIC. No. —AG L am 1 I I I 8—RH 10" FIRE \`s� I \ 3—AM INV. 77.25 P 10" FIR E I E — , -- 1—RP 7-1 V i o � g< 49—LM- 1—HQ 4" C W _ P • 4' W R S VIC I INV. 77.50 7— R P 2 6— P F ~---- 7. -- _ I STL. EDGING VV/ NATIVE 3—CK � �, R 3_ �K o L WN •s, � . RIVER STONE MULCH SOP 6" WAT PROP. Tel. 860.291 • 8755 PREPARED FOR: SHEET GRAPHIC SCALE iiii� t Fax 860 291.8757 OU-'[FOCE n n NDSC n PPE Pn rt nn 20 0 10 20 40 0619 ( (�(� (�(j-/ I�-4H ALDI DISTRIBUTION FACILITY g ( IN FEET ) mmlals DESIGN.•RLB DRAWN.• MHA CHECKED.• RLB �295 RYIE ST RI ZIET 1 inch = 20 fL civil engineers planners surveyors landscape architects • gis • gps JOB No.: 2282 1 DATE.• 11122106 1 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: iobs/2282/2282_L 1-L 11. dwa SOUTH WUNDSORp CONN ECTICUT LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. REMOVE ALL INVASIVE SPECIES ALONG SITE FRONTAGE ON RYE STREET. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE SIX (6) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE) PERENNIAL RYE GRASS 30% OF MIXTURE CREEPING RED FESCUE 30% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 10% OF MIXTURE TALL FESCUE 25% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (MEADOW) SWITCHGRASS (BLACKWELL) 30% OF MIXTURE BIG BLUESTEM (NIAGRA & KAW) 30% OF MIXTURE LITTLE BLUESTEM (BLAZE & CAMPER) 15% OF MIXTURE SAND LOVEGRASS (BEND) 10% OF MIXTURE BIRD'S -FOOT TREFOIL (EMPIRE) 15% OF MIXTURE APPLICATION RATE: 3.30LBS PER 1,000 S.F. D. SEEDING MIXTURE TYPE IV (WETLANDS): SEEDING RATE: 1LB/3,000 S.F., SHALL BE THE "2000 WETLAND SEED MIX", AS SUPPLIED BY BLACKLEDGE RIVER NURSERY, 155 JERRY DANIELS ROAD, MARLBOROUGH, CT. 06447, TELEPHONE (860) 295-1022, OR APPROVED EQUAL. BASIN SHELF SHALL INCLUDE A 30% ORGANIC SOIL AMENDMENT BY VOLUME. STABILIZE BASIN SIDE SLOPES WITH EROSION CONTROL. BLANKETS AS REQUIRED. E. SEEDING MIXTURE TYPE V (SLOPES): 'EMERALD' CROWNVETCH 50% OF MIXTURE ANNUAL RYEGRASS 40% OF MIXTURE ALSIKE CLOVER 10% OF MIXTURE SEEDING RATE: 2LB/1,000 S.F. ORGANIC SOIL AMENDMENT: 5-10-10. STABILIZE BASIN SIDE SLOPES WITH EROSION CONTROL BLANKETS AS REQUIRED. F. TEMPORARY SEEDING MIXTURE: ANNUAL RYE GRASS 100% APPLICATION RATE: FIVE POUNDS PER 1,000 SQ. FT. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 SOUTH WINDSOR STREET TREE PLANTING SPECIFICATIONS 1. ALL TREES WILL BE HANDLED BY THE ROOT BALL AND NOT BY THE TRUNK OF THE TREE. 2. ALL ROPE OR TWINE WILL BE COMPLETELY REMOVED ONCE THE TREE HAS BEEN PLACED IN THE PLANTING AREA, BURLAP WILL BE ROLLED DOWN AND CUT OR TUCKED UNDER THE ROOT BALL. 3. ANY WIRE BASKETS WILL BE CUT AND THE UPPER 2/3 REMOVED AFTER THE TREE IS PLACED IN THE PLANTING AREA. 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PLANTING SITE. 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL WILL BE REMOVED. 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL WILL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL AS MEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF THE ROOT BALL. 7. ALL EXCESS EXCAVATED MATERIAL WILL BE DEPOSITED AT AN APPROVED SITE. 8. WHEN BACK FILLING TREES, GROWING MEDIUM WILL BE WORKED IN TO AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT GROWING MEDIUM EXCESSIVELY. 9. THE BEGINNING OF THE ROOT FLAIR WILL BE SET TWO INCHES ABOVE FINAL GRADE. 10. WATER WILL BE APPLIED AS SOIL CONDITIONS DICTATE. 11. ALL TREE TRUNKS WILL BE FREE FROM ANY INJURY OR DAMAGE. 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER. 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DIRECTED BY THE TREE WARDEN. 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN 2". 15. ALL TAGS, RIBBONS OR OTHER MARKINGS WILL BE REMOVED. 16. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN. 17. NV FERTILIZERS OR WATER Prl YAAEPC !N!LI BE APPLIFID AT PLANTING, WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN) CALIPER - 12 GAUGE TIGHTEN PARE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM1 (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK. ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE 'WIRE NRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY PARES PER TREE, SPACED EVENLY AROUND THE TRUNK. 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FINE TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 11. LAWN SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LAWNS SHALL BE LIMED AT THE RATE OF 100 POUNDS PER 1,000 S.F. NO LIME SHALL BE USED WITHIN THE WATER QUALITY BASINS OR ADJACENT TO WETLANDS. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL FERTILITY TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF NON -IRRIGATED LAWN AREA. FERTILIZER (10-6-4) SHALL BE A MINIMUM OF 50 % ORGANIC SLOW -RELEASE COMPOSITION. 12. LANDSCAPE SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LANDSCAPE SHALL BE LIMED AT THE RATE INDICATED BELOW OR OTHERWISE INDICATED BY TESTING. NO LIME SHALL BE USED WITH EVERGREENS. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL FERTILITY TESTING TO ACHIEVE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 1. ANNUALS/PERENNIALS/ORNAMENTAL GRASSES: -LIME AT 10 LBS./100 S.F. -FERTILIZE (5-10-10) AT 4 LBS./100 S.F. 2. DECIDUOUS TREES/SHRUBS: -LIME AT 10 LBS./100 S.F. -FERTILIZE (5-10-10) AT 2 LBS./100 S.F. 3. BROAD-LEAVED AND NARROW -LEAVED EVERGREEN TREES/SHRUBS: -NO LIME -FERTILIZE (5-10-10) AT 1 LBS./100 S.F. 13. PERENNIALS SHALL BE INSTALLED AT 24" O.C. OR AS INDICATED IN PLANTING SCHEDULE. 14. PROVIDE A MINIMUM OF 12" OF AMENDED SOIL MIXTURE WITHIN BOTTOM OF DETENTION BASIN TO ACHIEVE AN ORGANIC CONTENT OF A MINIMUM OF 20 %. 15. PRIOR TO ANY APPLICATION OF FERTILIZERS OR PESTICIDES, A LANDSCAPE MANAGEMENT PLAN SHALL BE REVIEWED AND APPROVED BY THE TOWN OF SOUTH WINDSOR'S ENVIRONMENTAL PLANNER. 16. ANNUAL SOIL TESTING SHALL BE PERFORMED TO DETERMINE THE FERTILITY OF SOIL AND NEEDS FOR FERTILIZER DURING THE GROWING SEASON. 17. EXISTING WETLANDS DISTURBED DURING CONSTRUCTION SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 4 INCHES AND RESEEDED/REPLANTED. DETENTION BASIN LANDSCAPE PLANTING SCHEDULE LANDSCAPE PLANTING SCHEDULE SYM. QTY. SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS FLOWER MATURITY COLOR (SIZE) HE IGHT SPREAD DECIDUOUS TREES 45'/35' AF 32 ACER X FREEMANII'JEFFERSRED' AUTUMN BLAZE MAPLE 2"-3" CAL B&B PLANT AS SHOWN (FALL LEAF. ORANGE/RED) AG 26 AMELANCHIER 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1/2"-2" CAL B&B PLANT AS SHOWN WHITE (FALL LEAF:RED) 35/25 AS 11 ACER SACHARUM 'LEGACY LEGACY SUGAR MAPLE 2"-3" CAL B&B PLANT AS SHOWN (FALL LEAF. ORANGE/RED) 35 /25- BP 11 BETULA POPULIFOLIA 'WHITESPIRE' WHITESPIRE BIRCH 1 1/2"-2" CAL B&B PLANT AS SHOWN(MULTI-STEM) (FALL LEAF: YELLOW) CC 7 CERCIS CANADENSIS EASTERN REDBUD 1 1/2"-2" CAL B&B PLANT AS SHOWN(MULTI-STEM) ROSE(FALL LEAF. YELLOW) 30'/25' CK 32 CORNUS KOUSA 'MILKY WAY MILKY WAY DOGWOOD 5'-6' HT. CONT. PLANT AS SHOWN WHITE(FALL LEAF -CRIMSON) 30'/25' GT 12 GLEDITSIA TRIACANTHOS 'SUNCOLE' SUNBURST HONEYLOCUST 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF' YELLOW) LEAF: YELLOW) 40'/30' 60'/35' LP 2 URIODENDRON TULIPIFERA TULIP TREE 2"-2 1/2' CAL B&B PLANT AS SHOWN YELLOW(FALL PINK 60'/35' MC 17 MALUS 'CORALCOLE' CORALBURST CRABAPPLE 1"-1 1/2" CAL CONT, PLANT AS SHOWN PC1 10 PRUNUS CERASIFERA 'THUNDERCLOUD' THUNDERCLOUD PLUM 1"-1 1/2" CAL B&B PLANT AS SHOWN PINK(FALL LEAF. BRONZE) 20'/15' PC2 22 PYRUS CALLERYANA 'CLEVELAND SELECT' CLEVELAND SELECT PEAR 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF: RED) 30'/20' QA 20 QUERCUS AL13A WHITE OAK 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF. -LIGHT RED) 60'/35' QP 23 QUERCUS PALUSTRIS PIN OAK 3"-3 1/2' CAL B&B PLANT AS SHOWN (FALL LEAF. -RED) 60'/3V QR 15 QUERCUS RUBRA RED OAK 2"-2 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF:RED) 60'/60' TIC 11 TILIA CORDATA 'CHANCELLOR' CHANCELLOR UTTLELEAF LINDEN 3"-3 1/2" CAL B&B PLANT AS SHOWN (FALL LEAF- YELLOW) 35'/20' AB 11 ABIES BALSAMEA 'PHANEROLEPIS' CANAAN FIR 6' HT. MIN. B&B PLANT AS SHOWN (FOUAGE:LIGHT GREEN) 45/20' PA 32 PICEA ABIES NORWAY SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE:DARK GREEN) 80'/30' PG 21 PICEA GLAUCA WHITE SPRUCE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE:BLUE GRAY) 0'/15' PGC 0 PICEA GLAUCA 'CONICA' DWARF ALBERTA SPRUCE 4' HT. MIN. CONT. PLANT AS SHOWN (FOUAGE:BLUE GREEN) PN 30 PILAUS NIGRA AUSTRIAN PINE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE -DARK GREEN) 50-/20' PS 54 PILAUS STROBUS EASTERN WHITE PINE 6' HT. MIN. B&B PLANT AS SHOWN (FOLIAGE: BLUE GREEN) 50720' TO 5 THUJA OCCIDENTALIS ' WINTERGREEEN' WINTERGREEN ARBORVITAE 6' HT. MIN. B&B PLANT AS SHOWN (FOUAGE:DARK GREEN) 20'/5' DECIDUOUS SHRUBS CA 5 CLETHRA ALNIFOUA 'HUMMINGBIRD' HUMMINGBIRD SUMMERSWEET 12"-18" HT CONT. 5' O.C. WHITE(FALL LEAF: YELLOW} 3'/4' CA2 33 CORNUS ALBA 'BLOODGOOD' BLOODGOOD SIBERIAN DOGWOOD 24"-36" HT CONT. 6' O.C. WHITE(FALL LEAF: RED) 8/6' CS 3 CORNUS SERICEA 'STONONIFERA' REDOSIER DOGWOOD 24"-36" HT CONT. 6' O.C. O.C. WHITE(FALL LEAF: PURPLE) YELLOW(FALL LEAF: YELLOW) 8/10' 8/10' FS 37 FORSYTHIA X INTERMEDIA 'SPECTABIUS' SHOWY BORDER FORSYTHIA 24"-36" HT CONT. 6' 12' O.C. YELLOW(FALL LEAF: YELLOW) 15'/12' HV 26 HAMAMELIS 'VIRGINIANA' COMMON WITCH HAZEL 24"-36" HT CONT. HQ 6 HYDRANGEA QUERIFOUA 'ALICE' ALICE OAKLEAF HYDRANGEA 18"-24" HT CONT. 4' O.C. WHITE(FALL LEAF: BURGAND)) 4'/4' IV 22 ILEX VERTICILLATA 'SPARKLEBERRY SPARKLEBERRY HOLLY 18'-24" HT CONT. 5' O.C. (FALL LEAF: GREEN) 4'/4' PO 17 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO NINEBARK 24"-30" HT CONT. 5' O.C. PINK(FALL LEAF. YELLOW) 4'/4' PF 26 POTENTILLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA 18"-24" HT CONT. 3' O.C. YELLOW(FALL LEAF: YELLOW) 3'/3' PR 3 PRUNUS X CISTENA PURPLELEAF SAND CHERRY 2e-36" HT CONT. 6' O.C. PINK(FALL LEAF -PURPLE) 101/8, RNP 0 ROSA X 'NOATRAUM PINK' NOATRAUM PINK CARPET ROSE 12"-18" HT CONT. 3' O,C. PINK V/3' AZALEA X 'DELAWARE VALLEY DELAWARE VALLEY AZALEA 24" HT. MIN. CONT. 3' O.C. WHITE 4'/4' EF 6 EUONYMUS FORTUNI 'EMERALD GAIETY VARIEGATED WINTERCREEPER 12"-18" HT CONT. 4' O.C. GREEN/WHITE EVERGREEN 4'/4' JSG 74 JUNIPERUS CHINENSIS 'SEAGREEN' SEAGREEN JUNIPER 24" SPD. MIN. CONT. 5' O.C. (FOLIAGE: MINT GREEN) 4'/6' MP 26 MYRICA PENSYLVANICA NORTHERN BAYBERRY 24"-36' HT CONT. W O.C. (FOLIAGE: DARK GREEN) 81/8' RP 29 RHODODENDRON P" 'COMPACTUM' COMPACT P.J.M. RHODODENRON 24"-36" HT CONT. 4' O.C. PURPLE(FOLIAGE: GREEN) 4'/4' PERENNIALS/GROUNDCOVERS ASS 15 ASTILBE 'VARIETYVARIETY ASTILBE #2 CONT. PLANT, 18" O.C. WHITE/PINK 60"/30" CKF 94 CALAMAGROSTIS X ACUTIFLORA 'VAR.' KARL FOERSTER FEATHER REED GRASS 2 YR. CONT. PLANT, 36" O.C. 24'/18" CTS 19 COREOPSIS VERTICiLLATA 'MOONBEAM' THREADLEAF COREOPSIS #2 CONT. PLANT, 18" D.C. YELLOW 24'/18" HS 141 HEMEROCALLUS 'STELLA WORD' STELLA D'ORA DAY LILY 2YR. CONT. PLANT, 2e O.C. YELLOW 24"/18" LM 187 LATRIS MUSCARI 'VARIEGATA' VARIEGATED LILYTURF #2 CONT. PLANT, 24" O.C. BLUE 24"/18" PA2 43 PENNESETUM ALOPECURIODES 'HAMELN' HAMELN DWARF FOUNTAIN GRASS 2 YR. CONT. PLANT, 24" O.C. TA 500 TULIPEROUS ' APPLEDORN' APPLEDORN TULIP 10-12CM #2 BULB FALL PLANTING, 12" O.C. YELLOW 12 /18"" TO 500 IULIPEROUS 'RED RIDING HOOD' RED RIDING HOOD TULIP 10-12CM #2 BULB FALL PLANTING, 12" O.C. RED 12"/18" RH 113 RUDBECKIA FULGIDA S. 'GOLDSTURM' GOLDSTURM BLACK-EYED SUSAN 2YR. CONT. PLANT 30" O.C. YELLOW 40"/24" SA 9 SEDUM ' AUTUMN JOY' AUTUMN JOY SEDUM 2YR. CONT. PLANT 30" O.C. PINK 24"/24" SYM. QTY. SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS ]BEES PA 1 21 = ABIES NORWAY SPRUCE 6' HT. MIN. B&B IOWN DECIDUOUS SHRUBS HAMAMELIS 'VIRGINIANA' ILEX VERTICILLATA MYRICA PENSYLVANICA COMMON WITCH HAZEL 24"-36" HT WINTERBERRY HOLLY 2e-36" HT NORTHERN BAYBERRY 24"-36" HT CONT. CONT. CONT. 12' O.C. 6' O.C. 8' D.C. HV IV MP 26 5 23 VT 10 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH 24-36" HT CONT, 6' O.C. WETLAND HERBACEOUS PLANTS QUANTITY: 500 TYPHA ANGUSTIFOLIA SCIRPUS CYPERINUS VERBENA HASTATA CAREX STRICTA NARROW -LEAFED CATTAIL ONE YR. GROWTH WOOLGRASS ONE YR. GROWTH BLUE VERVAIN ONE YR. GROWTH TUSSOCK SEDGE ONE YR. GROWTH 4" POT 4" POT 4" POT 4" POT 3' O.C. 3' O.C. V O.C. 3' O.C. (0"-6" DEPTH) TA 1 125 SC 125 VH 125 CS 125 12" DEPTH) QUANTITY: 504 JUNCUS EFFUSUS SAGITTARIA LATIFOLIA SARGANIUM AMERICANUM SCIRPUS AMERICANUS SCIRPUS VALIDUS SOFT RUSH ONE YR. GROWTH NORTHERN ARROWHEAD ONE YR. GROWTH BURREED ONE YR. GROWTH COMMON THREE -SQUARE ONE YR. GROWTH SOFT -STEM BULRUSH ONE YR. GROWTH 4" POT 4" POT 4" POT 4" POT 4" POT 3' D.C. 3' O.C. 3' O.C. 3' O.C. 3' O.C. JE SL SA SA SV 100 100 104 100 100 NOTE: 1. WETLAND SEEDING SHELF EXTENDS FROM ELEVATION 60.50 AND 63.00. 2, WETLAND PLANTING SHELF EXTENDS FROM ELEVATION 58.50 AND 60.00. 3. TOTAL PLANTS REQUIRED FOR SHELF: 1,004, SEE UST ABOVE 4. SEEDING AND PLANTING SHELF ADJACENT TO BASIN SHALL HAVE A MINIMUM OF 12" OF TOPSOIL WITH A MINIMUM OF 30% ORGANICS. NO FERTILIZER OR LIME SHALL BE APPLIED BELOW ELEVATION 63.00. 5. BASIN SIDE SLOPES SHALL HAVE A MINIMUM OF 6" OF "TRACKED" TOPSOIL UNLESS OTHERWISE NOTED. 6. SEEDING OF BASIN SLOPES SHALL BE BY HYDROSEEDING AND HYDRO -MULCHING. ADD AN ADDITIONAL 15% TO SEEDING MIXTURE WHEN HYDRO -SEEDING IS USED. HYDROMULCH SHALL BE EQUAL TO CONWED 2000 AND APPLIED AT THE RATE OF 1,40OLBS. PER ACRE. 7. FINAL PLANTING PLACEMENT AND QUANTITIES TO BE DETERMINED IN FIELD BY ONWER'S REPRESENTATIVE AND TOWN STAFF. PLASTLC `LAGGING non n c,. VISUAL PLASTIC HOSE IN.] D1AM!. MARKER ON EACH WIRE . PLASTIC i V CALVAN17ED WARE OR CABLE OPTIONAL METAL DRIVE ANCHORS, TWIST WIRE TO TIGHTEN. INSTALLED PER MANUFACTURERS TURNBUCKLES REQUIRED FOR TREES OVER NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% 50 MIA (6 IN.) CALIPER. DIRECTIONS. ) C 150 RELATED TO THE PLANTING OF THE TREEMAX. BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING MIA (3I LONG WOOD STAKE. "TREE PLANTING DETAIL." SOIL. ALL STAKES SHALL BE DRIVEN OUTSIDE ' THE EDGE OF THE ROOT BALL. ' LOAMY SOL �• 1:1 SLOPE ON SIDES OF PLANTING HOLE. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK _ UNEXCAVATEO OR IS A MINIMUM OF 12 M M (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM TAMP SOIL AROUND ROOT BALL COMPACTED MOUND BASE FIRMLY PATH FORT PRESSURE 2 TIM;ES UNDER THE ROOT BALL TO SO THAT ROOT BALL DOES NOT SHIFT. THE ROOT BALL DIAMETER PREVENT SETTLEMENT. THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY 00 NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE PILL NOT BE ABLE TO SUPPORT ITSELF. BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE FOLLOYIING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY o o ROOT BALLS PLACED ON SOFT SOIL. TRAP SOILS UNDER ROOT BALL PRIOR TO PLANTING. ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. PARTICLES WITH A MINPAUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SCIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR o TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. NOTES 1. GUY TREES IN EXCESS OF 6" CALIPER AS APPROVED BY OWNER'S REPRESENTATIVE. IN NO CASE SHALL TREES THAT HAVE SETTLED OUT OF PLUMB BE PULLED UPRIGHT WITH GUYING WIRES. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. 1 TREES 3 INCH CALIBER OR LARGER 2 B&B TREES IN ALL SOIL TYPES L-11 N.T.S. L-11 N.T.S. o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE n INFORMATION. ALL EXISTING UTILITIES SHOULD o, BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/2/07 PER TWA COMMENTS RLB CONSTRUCTION. 568 TH` ofLN AIS INVALID UNLESS IT BEARS THE 1 2/2/07 PER TOWN COMMENTS CJC I \\ II Jz . 11-III r f1V J IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NOi DATE DESCRIPTION BY RICHARD L. BOSTON, LANDSCAPE ARCHITECT LTC. No. I NOTE: FOR DETAILED REQUIREMENTS - RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL I^ - BASE FIRMLY WITH FOOT PRESSURE THE SO THAT ROOT BALL DOES NOT SHIFT. BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 277: LOAM, SANDY LOAM AND SILT LOAM!. NOTE THAT SOILS AT THE CUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE R00T GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELICTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. TREES PLANTED IN NON -RESTRICTED SOIL CONDITIONS NOTE: 1. CREATED SEASONAL PLANTING BEDS AND THEIR PLANT SELECTION BY OWNER. 2. FOR WETLANDS/WATER QUALITY BASIN PLANTINGS, SEE PLANTING SCHEDULE ON SHEET L6. SIGN DARK BRONZE YELLOW -ORANGE ORANGE RED -ORANGE DARK BLUE LT. BLUE DARK BLUE PANAFLEX WI 10' LETTERING CONCRETE BASE ELECTRIC SERVICE FREE STANDING ENTRANCE SIGN (NOT TQ SCALE, DESIGN BY OTHERS) REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 WIRE - NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2"x2"x8'-O" TREATED STAKE FOR TREES LESS THAN 3" CAL 2 OPPOSITE 3" SHREDDED BARK MULCH (NO MULCH WITHIN 3" OF TREE) TURNBUCKLES - 1 EACH STAY WIRE FOR TREES 3" CAL AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2"x2"x30'WO0D STAKES FLUSH WITH GRADE FOR TREES 3" CAL AND LARGER PLANTING WHEN STAKING REQUIRED N.T.S. l I -11d N.1.S. BALL DIAMETER -I- loll Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860. 291.8757 n ANDSC (� ^ PE FL V ^ TO0NS 40 0 20 40 80 g (� (� IN r civil engineers •planners •surveyors DESIGN, RLB DRAWN.' JU CHECKED. • RLB 1 inch = 40 ft. landscape architects gis • gps JOB NO.: 2282 DATE.• 11122106 1 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 060741 DRAWING NO.: iObs1228212282 L1-L11.dW9 NOTESt1) DOUBLE FACED INTERNALLY ILLUMINATED MONUMENT TYPE SIGN WITH ALUMINUM SIGN 16" rAnTNET AND FLEX FACES, >Q,FT,<PER FACE) "R TO ARCHITECTURAL PLANS FOR fHER INFORMATI❑N. SIGN SHALL INCLUDE THE BUILDING ZESS,WITH THE NUMBERS ON BOTH SIDES, 10' HIGH) GRADE 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) DEPTH - 12-(MIN.) PREPARED FOR: SHEET ALDI DISTRIBUTION FACILITY ILI 1 MMMIC ll 1LICUT L11