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HomeMy WebLinkAbout03-60P_SMITHS CORNER SENIOR RESIDENTIAL DEVELOPMENT_SMITH STREETI �cati6n Stree, Consultants: Landscape Architect � Robert C. Schechinger, Jr. ASLA 10 Front t' Th P Tnrhi n a u,,,, � o � -- --.•� +��v iui villV 11V llJG 444. P.O.Box #246; Collinsville, CT 06022 �e' Ep2inee,& y` Wilson M. Alford, Jr, P.E. &Izlli Is 'S Alford Associates, Inc. 200 Pigeon Hill Road r"', � a P.O.Box #484; Windsor, CT 06095 � `� Surveyor p � Design Professionals, Inc. �(a flu° LC C'1 ___11_ 000 Zonin Data: 1. ExistingParcel: Residential A — 20 Zone: ion 3oum Jate111te Koad South Windsor, CT 06074 %.,1lLUIIC 1Zequ- d.: Provided: Lot Area, (Min.) 20,000 Sq. Ft. 31,968 Sq. Ft. Lot Width, (Min.) 100 L.F. + / - 200 L.F. Lot Depth, (Min.) 150 L.F. 150 L.F., (Min.) Front Yard, (Min.) 40 L.F. 40 L.F., (Min.) Rear Yard, (Min.) 40 L.F. 40 L.F., (Min.) Side Yard, (Min.) 10 L.F. 10 L.F., (Min.) Lot Coverage, (Max.) 15 % 9.7 %, 35400 Sq. Ft. (Max. Impervious Coverage N / A N / A Building Height, (Max.) 30' +/- 18.46' 11. Pro osed Senior Residence Develo ment• Zone SRD: p Criteria; Required: Provided: Total Parcel Area, (Min.) No Minimum 31,968 Sq. Ft. ( 0.733 Ac. Net Buildable Area* p } .697 Acres 30,388 Sq. Ft., ( 0.697 Ac. ) Density Of Units, (Max.)** 4.3 D.U. / Ac. 3 D.U. / Acre Number of Units * * 3.45 D.U. 3 D.U. Lot Frontage, (Min.) 200 L.F. 200 Front Yard, (Min.) 50 L.F. 50 L.F. Side & Rear Yards, (Min.) 10 L.F. 35 L.F. Buffer, (Min.)*** 25 L.F. 35 L.F. Impervious Coverage, (Max.) 60 % 24.2 % (7,730 S . (, q Ft.) Off -Street Parking, (Min.) 1.5 Spaces / D.0 8 Spaces (4.5 Spaces) * Net Buildable Area is the total parcel area (0.73 Ac.) minus; Wetlands and Regulated Watercourses 0.0 Ac. Slopes Over 15% 0.0 Ac. g ( )� p ( ), Utility Easements (0.04 Ac.; 1,580 Sq. Ft.), and Flood Plan Zone Area (0.0 Ac.). * * 5 D.U./Ac. Multiplied By Net Buildable Acreage = Maximum D.U. Density * * * Minimum Buffer Width is 25 L.F., if Conterminous with the Yard Requirement; a Minimum of 35 L.F. is Provided Per Standard Zoning Convention. * * * * Parking Data: #3 Interior Garage Spaces, # 5 Exterior Spaces, ( #3 Standard Visitor Space & #2 Handicapped Visitor Space ). 'Table Of Contents, Sheet S -- C: Cover Sheet & Reference Maps p Sheet S — 1: Site Layout Plan Sheet S -- 2: Drainage / Grading / S & E Control Plan Sheet S -- 3: Planting & Lighting Plan Sheet S — 4: Engineering / Site Details Data & Notes Sheet S -- 5: Property Survey & Topographic Plan Sheet S — 6: Architectural Plans & Elevations SOUTH %G EPT Sheet S -- 7: Architectural Plans, Elevations & Buffer Section I 500' Perimeter For Adjacent PropErty Owners The Site (Assessor's Ma & Parcel: #17 — 23--- Wheeler Estates Senior Residence Development Corner # 178 Smith Street; South Windsor, Connecticut Senior dential Development: SiteRes* Plan/Special Exception Plan Proposal (Pursuant To Article 4.1-12, S 1XIJ, Senior Residence Development" & Section VIII: Site Develonmr nt pia„ �uU G / Ir 25 3a-1 2� 25--30--1-0 5) / 1 H i 25-30-18 5-30-1 _ UJ� 5_30 i 25- 3a 30-1 OPEN SPACE 17-21 r 25- -15 25-30-1 25-30-19 4 % 5-30- / / t Oi�NS --30-1 25-30 31 25- 30-20 25-30-3 2 S�Rr 125-30-11 /� 25-30— 30 ; 25--30-30 25-30-21 / a eR 25-30- s 2 -30 -� 5-30-1 5-30-22 02� / 25-30-2 5-30-2 25-30-28 25 0-9 / -30 i PEN SPACE 25-30-24 � 5-30-2 �225-30-25 5-30-26 LLJ z + �- 17-3 r 17-4 17-5 IT :zla 0000 Cam•) sp- 27-15 17-0 03cak. 1 " = 200 ` AdjUent Pr2perLvOwners Within 5001 04:) Na No, & Lot No. NIFAdiacentft-Wertv Owner 17 - 23 - 6 Wheeler Estates II; K. F Properties, S T'Ytthln SDO L.F. P L, L. C. ' 175 Wheeler Road; South Windsor, CT 06074 17-1-1 K F. Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 22 - 2 K. F Properties, L. L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 22 - 3 Paul & Sophie Cestari; 195 Wheeler Road; South Windsor, CT 06074 17 - 24 - 4 K. F Properties, L. L. C; 175 Wheeler Road; South Windsor, CT 06074 17-2-5 Walter P. & Lucyna Kebalo; 188 Wheeler Road; South Windsor, CT 06074 17 - 26 -101 Burton L. & Joan D. Larson; 101 Kabalo Lane; South Windsor, CT 06074 17 - 26 -102 Timothy P. & Elaine Sullivan; 102 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 103 Pauls D. Zareske% 103 Kebalo Lane; South Windsor, CT 06074 17 - 26 -104 Lois C. Tedone; 104 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 201 Danne M. Pineo; 201 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 202 Emidio J. Delconte; 202 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 203 Holly K. Hunt; 203 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 204 K F. Properties, L.L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 301 K. F. Properties, L. L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 302 K F. Properties, L. L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 303 K F Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 304 K F. Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 400 K. F. Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 501 K F. Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 502 K. F. Properties, L.L.C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 - 503 K F. Properties, L.L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 - 26 -- 601 K F. Properties, L. L. C.; 175 Wheeler Road; ,South Windsor; CT 06074 17 - 26 - 602 Rita Graicerstein; 602 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 603 K. F. Properties, L. L. C.; 175 Wheeler Road; South Windsor, CT 06074 17 -- 26 - 604 K. F Properties, L. L. C.; 175 Wheeler Road; South Windsor, CT 06074 17-26- 701 Richard W. & Carol A. Hanson; 701 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 702 Robert M. Hall, Trustee; 702 Kebalo Lane; South Windsor; CT 06074 17 - 26 - 703 Richard & Shirley A. & Patri Ryan; 703 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 704 Ann W. Sinclair; 704 Kebalo Lane; South Windsor; CT 06074 17 - 26 - 705 Elizabeth R. King; 705 Kebalo Lane; South Windsor, CT 06074 17 - 26 - 706 Edward G. & Roberta M. Yush; 706 Kebalo Lane; South Windsor, CT 06074 77 - 3 Margaret R. French; 198 Smith Street; South Windsor, CT 06074 17-4 Scott & Beverly A. Antosik; 216 Smith Street; South Windsor, CT 06074 17-5 Aaron L. & Karen Johnson; 236 Smith Street; South Windsor, CT 06074 17-6 Marjorie A. Marquis; 7671 Smith Street; South Windsor, CT 06074 17-17 DownEast Associates, LTD. Partnership; Real Estate Tax Department P.O. Box 4 6120; Indianapolis, IN 46209 17 - 21 Pleasant Hills Condominium Association; Wheeler Road; South Windsor, CT 06074 25 - 30 - 0 Redfield Open Space; Redfield Homeowners' Association; Wheeler Road; South Windsor, CT 06074 25 - 30 -1 Joanne C. & Donald J. Marchesseault; 2 Diggins Court; South Windsor, CT 06074 25 - 30 - 2 Charles D. Coffen & Christine A. Delescem; 4 Diggins Court; South Windsor, CT 06074 25 - 30 - 3 Conrado G. Rosal & Maria D. Perez; 6 Diggins Court; South Windsor, CT 06074 25 - 30 - 4 Yang Zhou & Zhang Jiahui; 8 Diggins Court; South Windsor, CT 06074 25 - 30 - 5 Jason C. Aucello; 10 Diggins Court; South Windsor, CT 06074 25 - 30 - 6 Diyyesh J. & .Heena Dalal; 12 Diggins Court; South Windsor, CT 06074 25 - 30 - 7 Jo-anne Piazza; 14 Diggins Court; South Windsor, CT 06074 25 - 30 - 8 Debra M Javit; 16 Diggins Court; South Windsor, CT 06074 25 - 30 - 9 Delipe Kumar & Babita Saxtna; 18 Diggins Court; South Windsor, CT 06074 25 - 30 -10 Fr•ansesco N. & Christine M. Antidormi; 21 Diggins Court; South Windsor, CT 06074 25 - 30 -14 Dinesh N. & Hema Patel; 11 Diggins Court; South Windsor, CT 06074 25 - 30 - 15 Barbara Petrides, 9 Diggins Court; South Windsor, CT 06074 25 - 30 -16 Gary B. & Nina N. Parmley; 1 Diggins Court; South Windsor, CT 06074 27 — 15 Evergreen Walk L. L. C.; 231 Central Avenue; White Plains, NY 03M& 4i L7.' 222 .4,PT /APT �o `�eate 20 7 200.3 O CN o 0 A: �: 03heet c)a l Site Soils Data: r Agawam series wlMerrimac series The Agawam series consists of well drained soils that The Merrimac series consists of somewhat excessively formed in sand and gravel derived mainly from schist drained soils that formed in water -sorted sand and gravel and gneiss. Agawam soils are on outwash plains and deposits derived mainly from schist and gneiss. ' stream terraces. Slopes range from 0 to 8 percent. Merrimac soils are on outwash plains and stream Agawam soils are on the landscape with excessively terraces. Slopes range from 0 to 8 percent. drained Hinckley and Windsor soils, somewhat Merrimac soils are on the landscape with excessively excessively drained Merrimac soils, moderately well drained Hinckley and Windsor soils, well drained drained Ninlgret and Sudbury soils, and poorly drained Agawam soils, moderately well drained Sudbury soils, " Walpole soils. poorly drained Walpole soils, and very poorly drained Typical pedon of Agawam fine sandy loam, 3 to 8 Scarboro soils. percent slopes, in the town of Woodstock, 0.25 mile east Typical pedon of Merrimac sandy loam, 0 to 3 percent of the center of East Woodstock along Connecticut slopes, in the town of Killingly, 1.25 miles west of Route 93 and 0.25 mile west of the intersection of Dugg Connecticut Route 52 and 200 feet north of Lake Road, Hill Road and Hibbard Road: in a field next to a gravel pit near Alexander's Lake: Ap-0 to 10 inches, dark grayish brown (10YR 4/2) fine sandy loam; weak medium granular structure; very Ap-0 to 8 inches, dark brown (10YR 3/3) sandy loam; friable; many fine and medium roots; slightly acid; weak medium granular structure; very friable; n I acid; abrupt smooth abrupt smooth boundary. common roots; strongly B21-10 to 18 inches, yellowish brown (10YR 5/6) fine boundary. sandy loam; weak medium granular structure; very B21-8 to 20 inches, yellowish brown (10YR 5/8) sandy friable; common fine and few medium roots; slightly loam; weak medium granular structure; very friable; acid; clear wavy boundary. common roots; strongly acid; gradual wavy B22-18 to 28 inches, yellowish brown (10YR 5/4) fine boundary. ' sandy loam; massive; very friable; few fine and B22-20 to 24 Inches, yellowish brown (10YR 5/6) medium roots; medium acid; clear wavy boundary. loamy sand; weak medium granular structure; very B23-28 to 30 inches, strong brown (7.5YR 5/6) fine friable; few roots; 10 percent coarse fragments; sandy loam; massive; very friable; few fine roots; strongly acid; gradual wavy boundary. medium acid; abrupt wavy boundary. IIC1-24 to 27 inches, yellowish brown (10YR 5/6) IICi-30 to 40 inches, very pale brown (10YR 7/3) fine gravelly sand; single grain; loose; 50 percent coarse sand; single grain; loose; slightly acid; gradual wavy fragments; strongly acid; gradual smooth boundary. boundary. IIC2-27 to 60 inches, yellowish brown (10YR 5/6) IIC2-40 to 60 inches, very pale brown (1 OYR 7/3) sand; stratified sand and gravel; single grain; loose; 50 single grain; loose; 5 percent coarse fragments; percent coarse fragments; strongly acid. slightly acid. The solum is 18 to 30 inches thick. Coarse fragments The solum is 15 to 35 inches thick. Coarse fragments make up 5 to 30 percent of the solum and 30 to 55 make up 0 to 10 percent of the surface layer, 0 to 30 percent of the substratum. The soil is extremely acid to percent of the B and part of the C,horizon above a medium acid. depth of 40 inches, and 0 to 60 percent of the part of The A horizon has hue of 7.5YR or 1 OYR, value of 2 the C horizon below a depth of 40 inches. The soil is through 4, and chroma of 1 through 4. It is fine sandy strongly acid to slightly acid. loam or sandy loam. The A horizon has hue of 1 OYR, value of 3 or 4, and The upper part of the B horizon has hue of 7.5YR or chroma of 2 through 4. Some pedons have an Al 10YR, value of 3 through 6, and chroma of 3 through 8; horizon with hue of 7.5YR or 1 OYR, value of 2 or 3, and the lower part has hue of 7.5YR through 2.5Y, value of 3 chroma of 1 through 3. through 6, and chroma of 3 through 8. The upper part of The B horizon has hue of 7.5YR to 2.5Y, value of 4 the B horizon is fine sandy loam or sandy loam, and the through 7, and chroma of 3 through 7. It is very fine lower part is sandy loam, loamy sand, or their gravelly sandy loam or fine sandy loam in the upper part and fine analogues. The sandy loam does not extend below a sandy loam in the lower part. depth of 27 inches. The B horizon has weak granular The IIC horizon has hue of 10YR to 5Y, value of 3 structure, or it is massive. through 7, and chroma of 1 through 4. It is loamy fine The IIC horizon has hue of 10YR through 5Y, value of sand through gravelly coarse sand above a depth of 40 4 through 6, and chroma of 3 through 8. It is gravelly or inches and loamy fine sand through very gravelly coarse very gravelly sand or stratified sand and gravel. sand below a depth of 40 inches. NOTES: 1. PARCEL AREA = 31,968 sq. ft. = 0.73 oc. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. COORDINATES BASED ON C.G.S. DATUM. 4. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM AND MEETS T-2 STANDARDS OF ACCURACY. Existing Storm Drainage Catch Basin, ( Typ. ) , Existing Sanitary Sewer Manhole, ( Typ. ) Prop. Wooden Deck, ( Typ. ) Senior Residence Development; Architectural Design Data: - --------- Criteria; Required: Provided: Storage Basements Or Garage Full Basements Minimum Floor Area* 650 Sq. Ft. / 1 Bedroom Unit 1,097 Sq. Ft. 775 Sq. Ft. / 2 Bedroom Unit 1,507 Sq. Ft. Maximum Floor Area 29000 Sq. Ft. / lD.U. 1,507 Sq .Ft. Percentage Of Units Allowed 30 % Over 1,800 Sq. Ft., (Max.) 10 30 %Under 1,400 Sq. Ft., (Min.) 33% Maximum D.U.s / Building # 6 Dwelling Units # 3 * Minimum Floor Area For Dwelling Units Within Common Building. Senior Residence Development Dwellin Unit Data: Unit 178 — "A" Unit 178 — "B" Unit 178 — "C" 1st Floor = 19155 Sq. Ft. Ist Floor = 1,097 Sq. Ft. 1st Floor = 1,155 Sq. Ft. nd 2 Floor = 352 Sq. Ft. 2nd Floor = 0 Sq. Ft. 2nd Floor = 352 Sq. Ft. Total Area = 1,507 Sq. Ft. Total Area = 1,097 Sq. Ft. Total Area = 1,507 Sq. Ft. Site Notes: 1.) Facility Signage Will Be Limited To Wall Mounted Unit Street Numbers; 2.) Existing Traffic Sign To Be Relocated Per Town Requirements, To Facilitate Unimpeded Vehicle Sight Distance At Entrances, If Required By Site Conditions; 3.) The Wooden Post Box Structure Will Be Field Located To Facilitate Unimpeded Vehicle Sight Distance At Entrances; 4.) Site Lighting Will Be Provided By Wall -Mounted Residential Fixtures, Located At The Individual Entrance Porches And Garage Doors; 5.) All Refuse Will Be Contained In Individual Dwellin Units And Pl d C b 'd W kl B Ind' 'd General Submittal Packaize Reference Notes: A.) Refer To Sheet: S — 2, " Grading / Drainage / S & E Control Plan ", For Proposed Facility Final Grading, Storm Drainage, Sedimentation and Erosion Control Measures and related General Construction Notes and Sequencing Narrative. B.) Refer To Sheet: S — 3, " Site Planting And Lighting Plan ", For Proposed Facility Signage And Requisite Site Lighting Layout And Materials Details. 1.) Proposed Facility Signage Will Be Approved Pursuant To Town Zoning Regulations; Section 17: Signs And Outdoor Lighting; Article 17.2 And Be Confined To Unit Numbers Affixed To Their Respective Mail Boxes and Entry Area Facades; Each Unit May Also Have A # 1 Sq. Ft. Wall — Mounted Sign Designating The Resident's Name And / Or Address, Per Town Zoning Regulations; Section 17: Signs And Outdoor Lighting; Article 17.8.3; Item: "Signs In Multi —Family And Designated Residence Zones". 2.) Proposed Site Lighting Will Be Submitted Per Town Zoning Regulations; Section 17: Signs And Outdoor Lighting; Article 17.22.1; "Site Plan / Subdivision Requirements". Proposed Fixtures Shall Conform To Applicable Residential Lighting Design Standards Contained In Appropriate Clauses Of Items 17.20.1 Through 17.20.8, Inclusively. C.) Refer To Sheet: S -- 4, " Engineering / Site Details, Data & Notes ", For Proposed Facility Site Improvement Details and related Notes. D.) Refer To Sheet: S — 5, " Property Survey & Topographic Plan ", For Existing Boundary Survey, Topography, Adjacent Utilities and Site Improvements and Existing Easements. E.) Refer To Sheet: S — 6, " Architectural Plans, Elevations & Sections ", For Proposed, Dimensioned Building Floor Plans and Fagade Elevations, as well as requisite Buffer Planting Cross Sections. F.) Refer To Sheet: S — 7, " Architectural Plans, Elevations & Buffer Sections ", For Proposed, Dimensioned Typical Cross Section, East & West Building Elevations and requisite Buffer Planting Cross Sections. G Y 1 1C.�i�I L+ 0 V J •0� WU U C 4 wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Nov racoP`, 2403 TELEPHONE (860) 644-2511 g ace ur 51 e ee y y lv1 ual KF Realty, LLC Unit Owners For Pickup; 6.) There Are No Regulated Wetlands Areas Or Land Contained In The 100 178 Smith Street South Windsor, CT OW74 Year Flood Plain Within This Site. Attn: Mr. Walter Kebalo RE: Smith's Corner Smith Street and Wheeler Road MAP REFERENCES: South Windsor, CT 1. PROPERTY SURVEY -PLOT PLAN -SUBDIVISION PLAN RESURVEY PREPARED FOR , Dear,?•. Kebalo: WHEELER ESTATES SUBDIVION & WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT, SOUTH WINDSOR, CONNECTICUT SCALE 1"=40' DATED 6/9/00 REV TO 4/27/01 SHEET 3 OF 11 BY DESIGN PROFESSIONALS, INC. The South.Windsor Water Pollution Control Authority, at its regular meeting of November 5, 2003, gave approval for a connection to the Town's sewerage system of a senior Re:§identDevelopment at Smith Iron in Set Street and Wheeler Road, South Windsor, CT, as more specifically shown on plans entitled "Smith's Corner Senior Rrrsid w Development" prepared by Robert P. Scheechinger, Jr' Collinsville, CT, Drawing `V\ No(s) S-2, dated 2-20-03, revised 9-18-03 and subject to the following conditions: 10' Wide C .L. & P. Easement 1. The Town's review and approval by the Town Attorney of any easements and satisfactory maintenance agreements in any subsequent future subdivision and/or change in use of property. 20' Wide Street Tree Easement, 1: Technical approval of the Town Engineering Department. ( In Favor Of The Town Of South Proposed 4,499 Sq. Ft., Three Dwelling Unit Building, ( # 2 Two Bedroom Residences, Units # 178 "A" & "C", And # 1 Single Bedroom Residence, Unit # 178 "B", With Single Car Garages; See Sheets #S - 6 & #S - 7, For Architectural Plans & Elevations) 5' - 5" x 25'Landscaped Island Proposed 7' x 4' Concrete Entry Landing, Typical Proposed 4' Concrete Sidewalk, Dowelled Expansion Joints @ 30' O.C., Max. & At Concrete Entry Landings; Construction Joints @ Approx. 5' O.C. Max., ( As Detailed ) # 2 - 20' x 16' Handicap Visitor Parking Spaces, ( 20' x 10' Vehicle Space & 20' x 6' Access Aisle With Handicap Parking Sign & Wheel Stop, As Detailed) - Proposed Curbless Bituminous Driveway Pavement Area, ( As Detailed ) Existing Bituminous Curbing, On Smith Street & Wheeler Road, ( Typ. ). Existing 5' Concrete Sidewalk Existing Storm Drainage Catch Basin, ( Typ. ) Proposed 5' Continuation Of Public Concrete Sidewalk & Curb Ramp, With Dowelled Expansion Joint, ( As Detailed ) , GENERAL LAYOUT NOTES: 1. Site Boundary Survey (To A — 2 Standards), Topography Plan (To T — 2 Standards), Existing Utilities and Site Improvements data taken from a Map prepared by Design Professional, Inc., Land Surveyors and Professional Civil Engineers, entitled-." Property Survey / Topographic Plan `; prepared for Smith's Corner / K.F. Properties, L.L.C., Smith Street, South Windsor, Connecticut; Dated: 7 March, 2003; Scale: 1" = 20', ( See Sheet # S — 5, Property Survey / Topographic Plan, of this Submittal Plan Set ). 2. Additional Site Improvement and Utilities Layout and Topographic Data taken from a Map prepared by Design Professional, Inc., Land Surveyors and Professional Civil Engineers, entitled:" Progress As — Built ` ; prepared for Wheeler Estates, South Windsor, Connecticut; Dated: 20 July, 2001 ; Scale: Plan View @ V = 40', Profile View @ 1" _ 40' Horizontal & F = 4' Vertical; Sheet # 1 of # 1. 3. The Contractor shall check and verify all dimensions and other existing conditions. Any discrepancies shall be reported to the Engineer & Landscape Architect before proceeding with any work. Any work started before acceptance by the Engineer & Landscape Architect shall be the sole responsibility of the contractor and shall be the subject to correction without additional compensation. 4. Bituminous curbs should be installed only at the driveway entry aprons along Smith Street, as noted. s 5. Coordinate the site work with other Contractors performing work on site. 6. All utilities to be installed underground. Any transformer pad location on site will be shown on the final plan with appropriate screening as deemed necessary by the appropriate Town Staff and / or applicable Utility Agents. 7. Site Plan shall meet all requirements of the Fire Department, if any. 8. Any signs to be installed on the property shall be subject to applicable Town Zoning regulations and Commission review, as required. 9. Proposed site lighting shall be concentrated down and will be shielded from all abutting property and roadways, as necessary; 10. All specimen trees, 18" in diameter or greater, within the development envelope shall be flagged and brought to the Landscape Architect's notice prior to site clearing. No clearing of these trees shall be done without the consent of the Landscape Architect. 11. All construction is to be done in accordance with the State of CT. and Town of South Windsor regulations and standards, and Connecticut D.O.T., Form 814-1988 and as amended, wherever applicable. 12. Prior to any excavation, Contractor shall verify all underground utilities by calling " Call Before You Dig ", 1-800-922-4455, at least 72 hours in advance of any construction activity. �S°.RN Sr C 1l co v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 SOR•CO'r AREA CODE 8601 644-2511 CERTIFIED MAIL September 22, 2003 2. Final Authonty approval and acceptance of the samtary sewerage connection will be given once Mr. Robert Schechinger, Jr. Windsor) the sewer line has been installed and inspected by the Town staf3 and based upon the written 45 Canal Street veiificationoftire Town sta£€that said sanitary sewer3ine uw installed in substantial ranformance P.O. Box 2ah with the design plans previously approved by the Authority, and meeting all Town regulations and appmpriate technical specifications relating to sanitary sewer construction. Collinsville, CT 06022 ` This approval letter must be superimposed on the final approval plans. Re: Appl 03-60P, Smith's Corner ' e$ cr very truly yo—, Dear Mr.: Schechinger: We are pleased to advise you that at its September 16, 2003 meeting, the Planning & Zoning Commission approved with modifications the above referenced application for a Special seph J. Carino, Chairman Exception to 4.1.12 and Site Plan of Development. This approval is for the construction of a Water Pollution Control Authority 3-unit Senior Residence Development to be known as "Smith's Comer" on property located at 178 Smith Street, A-20 zone as shown on plans prepared by Robert Schechinger, Jr., dated February 20, 2003, 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. c 2 / Sg! 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's `\�r\bons $ S�*18111w( r office. Iron Pin Set 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 IZrlulatons. 4. A landscape bond in the amount of $5,000.00 is required and must be submitted prior to t filing of mylars. s 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. knit 178 - " 01 ' Lln& le _ " 9� 00 6. WPCA approval is required. knit I78 - '6D 40 7. The street number(s) must be included on the final plan. �2 Q b. The Town Engineer's review comments dated September 9, 2003, must be addressed to the Town Engineer's satisfaction. 9. The sidewalk must be extended the full length of the Smith Street frontage. / �' N / F Mararet R. French 50 F.Y. ^� ., 10. The density calculation must be corrected to reflect 4.3 units per acre. Black and white transparent mylars of Sheet S-1 with the above modifications, together with Sight Line Easement, ( In Favor three blueprint copies of the entire set of plans must be submitted to this Commission within 30 Concrete Monument Set --- .� �, - 13�6'' Of The Town Of South Windsor) days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. North Easement Boundary Line: ' " ' After them Lars have been signed S 81 00 24 E; 224.26 Y by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a co of the receipt must be submitted.to 12. ?o' Western Easement Boundary Line: g p ' copy p .4' It a, , -_ the Planning Department. �; .00, ---. 3 s $ 111.6 3 y TO to' Delta: 84° 16' S8" �_`�� � / Tangent: 22.62' Sincerely, �98, --�`, 1!3" Length: 36.78 . � r (� ///// ,.... • ••./V `f�' Z �0 -- Ora_ 4 + Radius: 25.00' � -L-�� �/%1 `•. ��I' =6'' / 28 4. Southern Easement Bounda Kevin McCann, Chairman �►�� o� .F. ° ' " ry Line: planning and g Commission N 86 46 02 W; 198.26 n Zoning C m Z Concrete Monument Set Note: Land Surveyor's Signature & Seal for you �a r Existing Set Concrete accuracy of base Parcel Boundary Survey, location n I g 1VIonumeI t of Existing Adjacent Utilities and Existing Adjacent o Site Improvements and Existing & Proposed Site ,e��'f"""`''• zo t Easements, (See Sheet S -- 5; Property Survey & Topo- graphic ,°'�'';R. ••"''"-�ti w Existing Storm Drainage Catch Basin, (See Sheet S - 2; � I`�' 7Q' �, _ ����L — - Plan Engineer's � � � `''•� - ). g Signature & Seal for Proposed : , Grading / Drainage / S & E Control Plan For Storm Dram Data) Sight Distance + _ Sight DIStaIICeT+/ _ �� 'a.'-��� Utility connections, surface drainage radio and General 220 L.F. sight Distance + / _ 50070 L.F, sight Distance + / _ 450 Note on Storm Water Drainage Calculations, See Sheet = bs Proposed Curbed Bituminous Driveway Pavement Area, As Detailed T L.F.LFL'F• ( =� =1m p y A e , ( ) S -- 2, Drainage / Grading I S & E Control Plan THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 �r % % (�1, Existing Traffic Sign, ( See Site Note # 2) OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE C`�7�vL!yIJLaG/iJ:- !•L�ry�✓Y,��V� / „ — L.O / \XJ/[P�P�LS: STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS 7 7 �c SURVEY CONFORMS 70 HORIZONTAL ACCURACY CLASS A-2. ZO' / S� / O � S' O � ZO � TO Proposed Free -Standing Wooden Post Box Structure TO THE BEST OF MY KNOWLEDG ND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.. .2003 - ,;"I`2.) A �• PG�A'�t�iSl,Q Property Survy.I Resurvey 12882 z� +��A���,�� •� a � � e 20 (�e 2005 _ _ RICHARD P. MARTEL No. Zl/Slrr; � E' , le)=� /.t S LX ..�00,33 - �. GRADING NOTES: Engineering Note- Storm Drainage Calculations: Engineering Note; Sanitary Sewer Connection: Proposed 6" 0 ADS Sanitary Sewer Lateral 1. Site Boundary Survey (7'o A - 2 Standards), Topography Plan (To T - 2 Standards), The Proposed # 3 Unit Building has a Ground Coverage Area of 3,400 Sq. Ft., which represents P Extension, (Of Existing 25 L.F., Stubbed 6" 0 ADS Line ), Serves As The Connection Line Existing Utilities and Site Improvements data taken ii•om a Map prepared by Design 9.7 % of the Parcel Area. The combined Impervious Coverage of the Proposed Facility 1s Professional, Inc., Land Surveyors and Professional Civil Engineers, entitled:" Property o ty Between The Proposed Individual Units 178 - "A", 178 - "B" & 178 - "C" and Existing Sanity Survey / Topographic p y 24.1 /o of the Site, as opposed to the 60 % maximum allowed under SRD Zone development Manhole # 7, Within Wheeler Road. An External 6" 0 ADS c � Plan `; prepared tc>r Wheeler t.;states It / K.F. Properties, i..L.C., smith street, south standards. Surface storm water is nearly split equally with the 4,300 Sq. Ft. Driveway area Will Beanitary Sewer Unit Collection Lateral Windsor, Connecticut; Dated: 7 March, 2003; Scale: 1" = 20', {see Sheet # S - S, ,flowing to the existing Catch Basin on Smith Street and the 3,400 Sq. Ft. Roof area and Footing a Installed Parallel To The Building's Foundation. Each Of The Three Dwelling Units Are Property Survey / "1'opogz•aphic Ilan, of this Submittal Plan Set }. g Individual) Joined To This Collection Lateral By Wye Joints With Individual External C1 Drain System being piped to the existing Catch Basin on Wheeler Road. Both storm drainage y eanouts 2. Additional. Site Improvement: and Utilities Layout and Topographic Data taken from a Provided At ;Their Juncture. Specific Service Pipe Flow Line Elevations At The F Map prepared by Design Professional, Inc., Land Surveyors and Professional Civil systems are more than adequately designed to receive this minimal discharge volume See � Foundation For Engineers, entitled:" Progress As _.. Built `; prepared for Wheeler Estates, South Windsor, g Dwelling Urr.its A , B C are 10°7.40 , 108.20 And 108.60', Respectively, (Proposed Footi>l Hydraulic Analysis below for capacity of Proposed /Existing 6" Storm Drai :1 Dischar e 1, e Connecticut; Dated: 20 July, 2001 ;Scale: Plan View 1" = 40�, Profile View @ 1" = g p Drain Flow Line Elevation = 109.309 ). 40' Horizontal & I' = 4' Vertical; Sheet �, 1 of# 1. connected to Catch Basin # 1 ). The scale of this proposed development and its characteristic runoff 3. The Contractor shall cheek and verify all dimensions and other existing conditions. volumes is similar to that allowed by the approved Single Family Residence allowed for the Site Any discrepancies shall be reported to the Engineer & Landscape Architect before under the underlying A-20 Zone development standards. It is our proceeding with any work. Any work started before acceptance by the Engineer & p professional opinion that this Landscape Architect shall be the sole responsibility of the contractor and shall be the Projects anticipated storm drainage volumes are insignificant and well within the allowable subject to correction without additional compensation. approved landuse development criteria, for which the original Storm Drainage measures were 4. All items or work shall be laid out and grades established with stakes for approval by designed and installed. the Engineer & Landscape Architect prior to beginning work. Any discrepancies noted in the field from the drawings shall be brought to the Consultant's attention prior to commencement of any work. ALFORD ASSOCIATES, INC. 5. All finish grades shall be subject to final approval by the Engineer & Landscape HYDRAULIC ANALYSIS Architect prior to finish grading activity. 6. Proposed grades shall be feathered and blended to meet existing terrain conditions following acceptable standard procedures according to the typical sections and / or grade contours, as shown on the Drawings, or as directed by the Engineer & Landscape Architect. 7. Fill material shall be clean excavated earth, sand, bankrun gravel or other appropriate material specified by the Engineer and Landscape Architect. Under no circumstances shall rubbish, construction debris or boulders more than 6" in largest dimension, or other u unsuitable material be contained within the fill material unle teh ' d' Stubbed, Subsurface Electric, Telephone And Cable o rwise ecte by Service Lines, (Extended To Units 178 "A", "B" & "C" ) ss zr Drawings, or by the Landscape Architect and / or Engineer. 8. Any surplus materials and all construction debris remaining after construction work is completed shall be removed from the site and properly disposed of in a legal manner b "' • ,. , •• ® • . 'M' • .•, ®�®��® ,• =m=m �m���■■r���r GENERAL CONSTRUCTION SEQUENCING NARRATIVE: 1. Stake Linits of Disturbance, and install all peripheral Sedimentation and Erosion Controls as proposed. 2. Clearing, grubbing, stripping topsoil and stock piling of topsoil, in designated areas. 3. Commence staking;of Building, Site Storm Drainage System, Site Improvements and Sanitary Sewer System. 4. Commence preliminary excavation for Building Foundation, Site Storm Drainage System, Site Improvements and Sanitary Sewer System. 5. Install internal Sed' nentation and Erosion Control Measures, as needed. 6. Install Building fou dation, storm drainage, sanitary sewer and site improvements, as detailed on the Drawings, and s required by the Town of South Windsor Engineering Department as well as the Connecticut Wa er Company. 7. Carefully back fill a id compact, as specified, around all site improvements and utilities, until sub -grade is reached Njow topsoil course in lawn and planting areas, and sub -base course is reached under paved a as. 8. Complete installation of all specified base course material, surface paving, site improvements and site utilities, and b ck fill with appropriate materials as specified, and as detailed on the Drawings. 9. Stabilize all finish g des with the appropriate materials, to the lines and grades detailed on the Drawings, and as spec' ed. 10. Maintain and/or au ment Sedimentation and Erosion Control Measures throughout the duration of the constru tion activity. Aggressive Sedimentation and Erosion Control Measures and stabilization techniques will be applied on site, particularly along the Wetlands and Water Course edges and along storm water detention and/or retention basin areas. Additional Sedimentation & Erosion Control Measures may be required throughout the duration of construction activity by Town of South Windsor Staff and / or the Engineer or Landscape Architect, due to evolving site / weather conditions. I I . Upon complete stabilization of disturbed areas, carefully remove all Sedimentation and Erosion Control Meas es, as specified, and stabilize any remaining disturbance created by that activity. y 10' Wide C.L. & P. Easement the Contractor. .. i , 9. Prior to any excavation, Contractor shaII verify all underground utilities by calling " Approx. 16 L.F. Existing 6" Dia. ADS Storm Drainage Pipe, Call Before You Dig ", 1-800-922-4455, at least 72 hours in advance of ally construction ( Stubbed in Parcel Front Yard; See Engineering Note Above) Proposed / Existing 122'- 6" O ADS Roof Leader & Footing Drain Pipe Extension @ S = 3.16 %• activity. Flow Line Elevation @ Foundation Footing = 109.30', ( See Engineering Note Above ) 10. The limits of construction shall be clearly demarcated in the field prior to Q construction, in the manner specified and detailed in Drawings, or as directed by the Engineer & Landscape Architect. --- 20' Wide Street Tree Easement, In Favor Of The Tow 11. All Sedimentation and Erosion Control Structures shall be installed prior to the Existing 8" Dia. CLDIP Water Main ( n Of South Windsor) commencement of any construction activity, as specified in the S & E Control Plan. and / as detailed. � Proposed / Existing 96' - 6" 0 ADS Sanitary Sewer Lateral Extension @ S- 7.16 /, 12. Proposed drainage improvements, channel work, detention basins and associated, Flow Line Elevation Dwelling Unit "A" Foundation stabilization activities, should be installed prior to the initiation of an building or road ;%� - i @ g undation Clean Out = 107.60 , (See Engineering Note Above ) y g-io���� I construction that are served by theirs. This work is to be done in a timely fashion, 5 S�/�/✓. OW15-!_.,Et/.� optimally during expected periods of low rainfall. �' /rt�r! rN(�,� » Proposed 60' - 6" 0 ADS Sanitary Sewer Unit Collection Lateral @ S= 2.00 %, 13. All areas of existing vegetation to be preserved shall be flagged and protected with ,� ( Flow Line Elevation @ Dwelling Unit Foundations See Engineering Note Above the appropriate specified structures and methods prior to any construction activity. g ) Failure by the Contractor to adequately protect this vegetation shall require suitable //Q� replacement of destroyed and or damaged plant material at no additional cost to the g�P�!%Vt/ou7�,lY. = j0�>,7Z ��/Nt�lit,/����LEt/-/Proposed Individual Dwelling Unit Sanitary Sewer Clean Out, ( Typical). Owner. The Landscape Architect shall be the sole judge of the type, size and quantity of o.,- all replacement plant material. 14. All vegetation noted to be transplanted shall be removed and replanted immediately whenever possible. Temporary heeling or other forms of intermediate plant storage shall Approx. 25 L.F. Existing 6„ Dia. ADS Sanitary Sewer Lateral, be minimized. It is the Contractors responsibility to provide complete precautionary { Stubbed In Parcel Front Yard; See Engineering Note Above) measures during removal and relocation of all plant materials and proper professional care and maintenance after replanting. 15. All proposed Sedimentation and Erosion Control measures and structures shall be 3S' C 2S� S Y implemented prior to any earth disturbing construction activity. The Contractor sh4li be Approx. 16 L.F. Existing 1" Dia. Copper Water °ter j. �- �rr er S.� responsible for the maintenance and preservation of functional viability of all measures •� Service Lateral, (Stubbed In Parcel Front Yard) _\� �� S, y for the duration of the project, or until specific sections of the project are successfully � M � 8 stabilized and approved by the Owner, as specified. �t'� �' Q�,LR 16. Additional Sedimentation and Erosion Controls measures may be required during construction, due to unforeseen site and/or weather conditions. The Engineer, Landscape its Architect and/or appropriate South Windsor "Town Staff shalt direct the Contractor in the 15. ?5 lF�. installation of these additional measures, as required. �R41100 lGl4, 25 Proposed 1" Q) Copper Water Service Lateral Pipe Extension, (Meter at Unit 178 "A") 1tLJ.2� v Proposed Three Dwelling Unit Building, ( First Floor F.F. .��VV/ l�L J%ZjL / ! V - �T w Elevation--119.29'; Second Floor F. F. Elevation=128.01'; '��� .,. �.� N Basement F.F. Elevation=110.59'; Garage F.F. Elevation=118.719 ) _ 4 1�R w Silt Fence, ( See Detail ) Hay Bales Around Catch Basins, ( See Detail ) .Y •1 i 116.410• ., N t 11813 ZCY G 1, y 11`%�3G Existing 8" Dia. CLDIP Water Main Existing Fire Hydrant 15' x 30' Construction Entry Anti -Tracking Pad, ( See. Detail ) ME bass( W�w N' 164,25' Hay Bale Silt Dam, ( See Detail ) Sight Line . Easement, (In Favor Of The Town Of South Windsor) PsOil & Materials Stockpile Area, (Enclosed By Silt Fence Proposed f Copper '`-- • C • �►03mith C'161re,.C, ' • .i► •1�i F • N O i K6 Approx. 1 L.F. - 1 Dia. Copper Water Service Lateral, ( Stubbed) /°�'/}.i(' ` �` d�-.., t'�►v/° Note: Engineers Signature & Seal for proposed ► S Utility connections, surface drainage grading and General Note on Storm Water Drainages1 M ° °'' �:S 7, QQ'°° Calculations. -`•�s asp.'' 20' IS' 70' S' 0' 20' If 0, ��cte 20 ebn&-ap 200 ,�.. 0 r� ��ir�r� I" .der APF20vt,_,D Hce:ncuLTue a__ S�NDa,1ZczS ,6 NET 1. YVHEIZF_ PI.,64,177 .i (:; Pr15,4P. Z CL* WITH J.�l cl� r i-t>✓ '°`�-1�a bEViC�s>?F�•ULT/lT Gl AZ,tItCz CQI)J OJQ m FCEFcSESP��G Fl.aM-. =' PZ3ZiO PL/�•NT11JG. AF OPQ lh.`t� .°ND APPZ0VT_=rD 15Y z, cFs.IcuouS -I Es OF 3'� _ , O (`ESS AhJD FZ"U L/htJGZSOWE C.as �.t2GH1'iF.CT oNE E�1.1'(�EES OF8'QZ LF�S,sf{4C.L EdUcC(}1 TO MOOT Qp Z5 t-Wlf'_>D Mu,1. 2 Pr-_- T;Zj �: . MAY sr✓ 2.Ct�tOv�-sue ffY��t�cTtv>✓ eQ. .d � cP'-tHis sizes T1 iINN(NC, -TO BN p T`1Ct✓ IZOOT I TJ S 3.D 1C� l�ls T -S G✓E2 -25 CA- - A-14 P F_YEZ_ DUPJ�IG 'ti�J�lSPt A?.l rlNc .} 1p�/ '� 13 �Id Gp>=�•1 TP_ CJ.iEtz t3 ' F tq>�t_ C-rt t`rED; Mlr�t. GUT C- t.t i 1� 1_ LEAr fz. -5 PEA T 1 111-1125 _-17� 4zAt�1Ge, 'GUYS �T �: IFO✓E�� 3y�i."Gdt.. MIu. 2 FLY. 4 � b �I, WNt2E : FliZ0 H I E U GuYU.1cq ti s _s P>`.7 0�.. �3 i1P � 5. DEiJi1L. ME'Ai�l'(',4�C-rE1�le�2A,1_ �XAMPL.E CF i2 a✓ I_V. Wt0- r--, G. CUT E5L12LAF-A4ND µ(I1zE. B4�'-ETS F}zOM -Top W1TN 6'C� LV. .� Ti-1f2D C�' t2C0'r 13�,LL •'�1.i(OVEAU_ ��.rTHET1C TUfZ1�113(1CY-L �-d �,' , Mp�=5.A), ] `TW UE.:!1 Ems. 7P_r-LY Fpa'�S I ,a �-• 2xz';cg'(M�1.1.) 1-f41ZDvVOODS-rs�,kE 4VrT--1 N�fC�--IE[� Ei�lP. GS2JVE 57�-Y. ANGiLX-_- ,A,Nt7 PZZV VE,,nC L cY TF1 6 C-7LV. 'TLt !_V. W12E,� WrsTEta, 3%WP'e01EI7 MULCH 5�'r I�C7T nALt- A-r SUGHTl..-Y,AI5OVE ' � P1Nt5HED C-,�,pE, ' Frt\tt HED G24[� } �0 . �-►1�5a�. `� Willi � 1l II Il - � �:�;�h•' � % �. / SET ccIYSTiA�._,✓ 3� e��c�v c, PL-4N-nk-k:�i Prr firI- L_L =D Wn H S�ELIF 1ED P(�J,I rU.IG •50L. MIX. Tree Planting P2L 1hU1� _-i�.LL ES- (KI PCB }yC� 1M7'H A H5P_ncJL:nJ0.4_ StAN- P6,P L 11,4 OZOE2 Ta s2.YE THE f•.IATt RA4_ FbP-N1 OF'TT tE GFIC PLANT- iF-Ar'F�FeJA,TE AND APP2OVe-D I3Y THr< L ANE'_L PE t�UI� H Tp E c)NE OND CF THbE WOOD AY D 6Y !-CUSS DLV-) 1 SPl ANi1NC .-� 3'AFFECWED NUJLC�-t AIL Sa•t..lGEP. P1NI5HED (:-:1Z OE- •- • wlTi•-t .sPE.crr-�ED PL�r-ru.� Ott_ MIX. Shrub Planting A MI 11 k- H , z" Tlyp AI tr�nr-,-rc - r-1L1<unTH fwMOPAT75 C 2 M A&� F "O"N r En Ground Cover Planting Site Plant List: Key (quantity Botanical Name Common Name Size Comments Trees. Ee # 12 Existing Site Plant Material; Pine, Fir & Spruce 6' - 12' Ht. Transplant Qr # 3 Quercus rubra Northern Red Oak 2" - 2-1/2" Cal. B & B Pc # 1 Pyrus calleryana "Bradford" Bradford Pear 2" - 2 - 1/2" Cal. B & B Shrubs: RC # 15 Rhododendron catawbiense Catawba Rhododendron 18" - 24" Ht., 6' O.C. B & B Ig 411 Ilex glabra "Shamrock" Inkberry Holly 18" - 24" Ht., 6' O.C. B & B Pjm # 6 Rhododendron'PJM' PJM Rhododendron 18" - 24" Ht., 5' O.C. B & B Rce # 10 Rhododendron carolinianum Carolina Rhododendron 18" - 24" Ht., 6' O.C. B & B Jcs # 10 Juniperus chinensis'Sea Green' Sea Green Juniper 18" - 24" Ht., 6' O.C. B & B Pm # 7 Pinus mugo 'Mughus' Mugo Pine 24" - 30" Ht., 5' O.C. B & B Cd # 40 C. dammeri "Skogsholmen" Skogsholmen Cotoneaster 18" - 24" Spd., 4' O.C. Container Ground Cover: Jb # 28 Juniperus horizont. "Bar Harbor" Bar Harbor Juniper 18", 24" Spd., 4' O.C. Container Hh # 200 Hedra helix `Baltica' Baltic Ivy 2 Yr. Root, 12" O.C. Flats Hs # 48 Hemerocallis speciosa Daylilly 12" Ht., 18" O.C. Container M;u. --OL MIX aY.v Eccrr Existing Trees, ( To Remain, Typ. ) � �r-nNG Y-r-�`~''d.eD �°t�. /I 20' Wide Street Tree Easement, ( In Favor Of The Town Of South' Windsor ) 10' Wide C.L. & P. Easement ------- Existing Sanitary Sewer Manhole, ( Typ. } UOT�S: 1.w1 t E R-AJQ- G PITS A2--[:%4 W7TJ A1.2EX 1WC-4 F-�CE5,2E�.1L7A7 NT'GGLAZJMq - OQ F i ZC�r-Wtt-r- OF- PIT i�F�CES 51-tALi�- /� -f FnEDD FZ02. `M PLAv.rnNG •Ckn- ��✓ 6"t5q CF �CE L , 12E4�SD0 efnc W�'AF'^ , .ht.ID TWlt�ll' � F� rrfpr+r v 7yP7C-A,L_ CUCts mcnen lyd I'? FYIl�tC� at._.A.ND s�c►��'rc>us LA.T-rr-P. --HALL P2-VAL-. L MIX EZ M E :X)T- ggt,.L: VAY-rCW,oS?=7, F;EPJh i�-.1�. C5, C3,�1 Existing 5' Public Concrete Sidewalk Limit Of Disturbance, ( Typ. ) Proposed 5' Public Concrete Sidewalk & Curb Ramp, Existing Bituminous Curbing, ( Typ. ), On Smith Street & Wheeler Road Existing Storm Drainage Catch Basin, ( Typ. ) GENERAL PLANTING NOTES: 1. All plant material to be nvr ' _,.,, grown stock subject to applicable A.A.N. standards. 2. The Contractor shall supply all plants in quantities sufficient to complete the work shown on the drawings and listed in the plant list. In the event of a discrepancy between quantities s+,uwn in the plant lists and those required by the drawings, the larger number shall apply. 3. AD plants shall be inspected by the Landscape Architect. Any plant material that is decuai.;d unsatisfactory shall be immediately removed from the Site and replaced with acceptah cimens at the Contractor's expense. 4. Prior to installation, plant material shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not approved by the L.A., and which are requested to be moved, will be done so at the Contractors expense. Precise location of items V not dimensioned on the plan to be scaled off the plan and field staked by the Contractor, for V approval, as per note # 3 above. 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine �h bark or hardwood mulch, as detailed. v 6. All trees under 3" caliper shall be staked. All trees 3" caliper and greater shall be guyed. 7. The Contractor is responsible for any damaged vegetation and shall replace or repair any damage at his own expense. Unless otherwise specified, all plant material shall be under guarantee for a minimum of one year for formal acceptance by the Owner. 8. The Contractor should contact "Call Before You Dig" at l-800-922-4455 prior to construction. , 9. All shrub and groundcover planting areas shall have min• continuous beds of topsoil, 18" • �+ deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specified. 10. The Contractor is responsible for locating all utilities in the field. Where plant materials may interfere with utilities, the Contractor shall notify the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material. 11. For planting soil mix, see specifications or planting details. � 12. All existing rill, gulley and or channel erosion shall be filled with appropriate backfill material, fine raked, scarified and stabilized with appropriate vegetative material and / or appropriate sedimentation and erosion control measures, as required. Refer to appropriate Sedimentation and Erosion Control Plans, Details and specifications for final requirements. • 13. Adjustments in the location of proposed plant material as a result of existing vegetation to remain, shall be approved by the Landscape Architect prior to installation. 14. Bare root and sprig planting areas shall be first hydroseeded with specified lawn mix for immediate stabilization. When planting sprigs within this hydroseed area, clear a F diameter area �p around each sprig. 15. Additional Planting material and / or increased seeding rates may be required by the Town Staff as site conditions dictate. POW 16. Existing specimen trees of 4" caliber or greater, which may merit preservation, shall be brought to the attention of the Landscape Architect prior to the commencement of site clearing for evaluation and potential inclusion in this proposed planting plan. GENERAL LANDSCAPE CONSTRUCTION SE UENCING NARRATIVE: -- Q I . Stake Limits of Disturbance, and install all perimeter sedi;.:entation and erosion controls, as specified and detailed on the Drawings. 2. Clear, grub and strip topsoil, as specified, and stock n;l,. In designated areas with appropriate mechanical and / or organic sedimentation and erosion controls. + 1 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and other -A 111S detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footingmaterials as specified p and detailed 3 on the Drawings, in coordination with Site Utilities and Building(s) construction schedule. 5. Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings. • 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings. • 7. Carefully back fill and /or install appropriate materials around all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase !`` CG course is reached under paved and structural areas. j S 8. Complete installation of all specified finish surface materials, as specified and detailed on • 't'V I the Drawings. 9. Stabilize all finish grades with the appropriate materials, to the fines and grades as specified and detailed on the Drawings. 10. Maintain and/or augment sedimentation and erosion control measures throughout the Aduration of the construction activity, as directed by the Owner and / or appropriate Town Staff. 11. Apply aggressive soils' stabilization techniques on site, particularly along "Wetlands and y Water Course edges and storm water detention and / or retention basin areas. =' 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation and erosion control measures, and stabilize any remaining disturbed areas, as specified. (� Note: The bottom area of proposed Detention Basins shall be tilled to a minimum depth of 6", integrating an appropriate, nutrient -rich seed bed mix of existing soil, fertilizer, peat moss and manure, as recommended by the Soil Scientist and as directed by the manufacturers' 3 specifications. yqll Protect Lawn / Meadow / Detention Basin Seed Specifications. ,3 Grass Lawn Areas: Seeding Rate; 5 lb./1000 S,F. * v N Kind of Seed * Percent of Weight Magic Perennial Ryegrass 25% v f - Fiesta II 25% Yorktown Perennial Ryegrass 15% Touchdown Kentucky Bluegrass 20% Merit Kentucky Bluegrass 1 S /°( -, Or Approved Equal) � � _q G� Wildflower Meadow Areas: Seeding Rate; + / - 8 Lb. / Acre, ( 100 Seed / Sq. Ft. ), as recommended by the manufacturer; shall be the "605 - Northeast Mixture" as ' manufactured by Applewood Seed Company, Inc., 5380 Vivian Street, Avada, CO v N O 86002, Telephone (303) 431 - 7333, or approved equal. 8 2 �7,, QD General Notes: Weed Seed; maximum of 0.50%, no noxious weed seed. Purity] minimum 97% pure. Crop; maximum 0.50%. Germination Rate; minimum 80%,(or as generally required by the manufacturer's recommendations and specifications). Refer to Sheet L.l, Landscape Plan's Planting General Notes for additional conditions, as required. .� Proposed Wall -Mounted Residential Lighting; Approximate 1 Foot Candle Limit 46� ` �--=Proposed 70 Watt, Metal Halide, Wall -Mounted Residential Light, (As Detailed) - Sight Line Easement, ( In Favor Of The Town Of South Windsor) :srr�zs r�� 03aae 1 "- 20' 06hee oN&. /,5562 20' as' /0's'0' 20' 0 ceale. 20 ehnw , 2003 Ali 4S C r� Y„^' •.. .i!'�?4itw,'�:"�C".:aS;.k'"liin±:iiC�elh."r'. _ .N. .. � ,.•, i +«:." Wit.. .... _ J%s'tiR• k'i� •-:n'�ail�.ft7.zac.�:_wwna_M.ummr.� _-_.. _ . t1 Wim PA1NZ17 5f M5 (FOLLOW CONVENTIONAL H.G. A15LE 5Ti21f ING 51'ANbAR1�5 > (Tyr.) <rna INTE12NA110NAL HANPIC W 5Y/ilPOL- (TYP.) PM _CA517 CONIC. WHEEL 5TOP PITUMINOU5 Oil GONG, 51MWALK ML 5H VAIN PAMNG PAVFWW 20' x 16' Handicap visitor Parking. Space 6' cow . WHEEL 5t•OP I' TYI' ,qi r i MIN. 211 2 - #� I�f�AR 13NNlNG HOWOWAL, PER W -rEEL 5TOP c TYP> a MNP 51~CT10N Pre -Cast -Concrete Wheel Stop MAVF-WW %CwN 5m PLANS 2 - #4 MBAR PVIZ VfftL 5t'OP (7Yt') RUT55 51M 1/ 2" i WM rOP 5WFAGE, PLL 1'0 FLt15H W/ MCWAR M zz-PROP05ED GRADE PAVEMENT SEGTION OR LAND5GAPING (SEE PLAN) r r ~ WARNING TAPE 12" ABOVE PiPE APPROVED BACKFILL PLAGED AND GOMPAGTED IN 12" LAYERS NO STONE LARGER THAN 6" (SO LBS) COMPACTED SAND FILL PLACED AND COMPACTED iN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 STONE TO SPRING LINE OF PIPE 3/4" GRU5HED STONE BEDDING MATERIAL iN ROCK EXGAVATION OR IN UN50ITABLE MATERIAL AS DIREGTED 13Y THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 3/4" STONE. IN SUITABLE MATERIAL, U5E COMPACTED SAND PER D.O.T. M.08.01.21 Typical Storm Drain Pipe Trench LAYr'N ,� STREETS CROSS CO[1N'iRY _--PAV_rD .AREAS i TOPSOIL k SAD OR AEG —7 i I BASE AND PAVEMENT PER PAVEMENT DETAIL 1 { APPROVED CRANULAR NOW ORGAtrIC BAUArU_ MATERIAL PLACED AND COMPACTED 1N 4T1MiN. j ONE FOOT (i'J (MAX.) Jr TS. i ; j P i i a j 4 i a -,.-SAND (C? DO rl M-03.02- 2 FINE ACCRECATE) I ! 1" I VtN. � ---8' DUCTILE IRON PIPE - I .3 • Typical Water Main Trench K-511-CURR PEj Ca,tN. L.01A. TQWM OF S01-rrtlW1NrISOk TQVdt� �t`�lt`�C1� 1 fO�JS. i2EMOVE EXCE55 PAVEMEN 3," 13EHIW C1.112D Bituminous Pavement With Bituminous Curb MATCH WALK VV M 6' MAX.. LAWN LAWN 12't MArcH WAX WPM _Handicap Curb 0 ZAP,C0 4 pC G v� 0 MIN. 5' Tree Protection UPSLOf'E i'OR 5TAMf1YMV 5 GLEANING ) WIM i' NCING- PIAI�C_i� COMPAGTEn BAC�ILL _-� U MAN VIEW F P11 o p/ R n rrt Ar Wall -Mounted Residential Light 1. 5E1' POS!'5 AW EXGAVAM A 611 X 6" TRENCH, 51;f r05f nOWNSLOPE. 2. SCAKZ 11-V WIRE AC5H MNCING 110 P-W PO5r, 3. A'MAGH FILTER FAI IC r0 TI••>{; VAM FENCING AW UXTJ iW fr r01M TWNCH. 4. 01ACKFILL 1W TMNGH AMP GOAWACT 1TV EX,CAVASP 5011. A P N0M -, POIW5 ' AI 51-IO P 1_ HIG3`g12 THAN POINT ' B' . [�LFVA110N WAN510N JOINT. SLE IMMAL5 (1W) 6" 1 /4" R ! o o c a o 1 /4". 1' f o n ANCHM WITH 1WO 211 X 2" X -51 ti 9rAM5 EACH BALE ddddd a d4 a o a o 0 0 5" -CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL. PER PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS. 8" PROCESSED STONE OR BANK RUN GRAVEL CT DOT M.2.06 GRADATION "B" OR 5.01.1 S' Public Concrete Sidewalk Par M. ... '/'♦ I « is • • • • • • • • • izmj �=n=uUNP15iliMp i ,, %t3aZAM Curbless Bituminous Drivewgy C O O O O o a a to o 0 0 �TrT or �0N PLAN H-OW NOIF.: 5rAm F"IIZMLY 1IN1�1 el FIN1511 41FAM •.t 1, t 2" X 211 X ?*6" WIMOOP STAKE c rer.) � U V A r I O N Hay Bale Silt Barrier BACW" & COWACTANYVOf125 UVW 51'AML7 BA X5 WI1H 5WAM EROSION W,51%ANY MATERW.5 MATCHING ANOviZ w PRONm POST' CAP,(M APMo j.p e4>L A<L) NANt7rw pp�� COMPACT OWY SIGNAGE, SEE PLAN5, C 1 "42" I 1W. 516N 517..F,) 51GN TO CONFORM TO CLMNT APA M65. A 1 OR TOWN i 6MAT1ON5 -6" .. #A77 I� 'VVS 1/ 2" SELI= TI At�ING GAL. I �X LIMIN rO ��MIN 18� W tNIG�Y.NE55 012�Af'P�'OV>iU PAVEMENT 5EC110N C 5EE MAW W5 ANI? APM 01FRWTE WrAlL5 FOR PARTICULAR 12AWWNT COW1110N. 00p0 0O0O0O� 8" MIN, 11 0000 24 min. p O p .' pOpO O '• p 0 0 ... _ °. COMPACTM2 / UNf71511ARMI:2 5LV4RAM (TW.) 31 61t 0 O - Off- O • 6" (MIN.) BANK IM ciRAWL. BACKI=ILI., ALL ARotjN17 ANI� GLOW CONCH-M P05f FOOM\16, 0 , ° O • COMPACT TO 957E PrjCXr i2 MN51TY (1W.) O _ O 0 c 0 O � 1211 P A. 000 LC3. a 28 PAY5 CONC1 1': I'0011N0. FOOLING 1"0 BE PLUMB ANP ALICAWP A•5 MQU W_I7 13Y t2f2AWING5. TT l TOP OF F00T1N6 FI-L451'1 VMH TOP OF PAVEMENT; FL1,151-1 WfTH BOTTOM OF I31r. COLIC. PAVEMENT. CMATE MORTAR 012 VW. CONC, CONE, M-"MCniVELY AROUND 1`05rr TO CMATE P05t1VE rfTCH AWAY rRom POST. (at— pf'p*' oV p f5q{AL) Handicamed Post And Sign ALL MATERIALS ARE TO MEET CONN. D.O.T SPECIFICATIONS FORM 8I4A AS AMENDED ± � W IJ I I Ni I 13, -- 1 IF WALK _ K i AlI- ----; - 5' CONIC. � -.- DEWALK , SI �4,1�, 4., . — -- _...-- ... Ry.N_ .- SEE DETAIL i �'! a F� �nPPLlCAr1J OF GRADE i - — 3/8' I• alr. cuRa� i/2`: ' 1/ 4' , it S�daF r. r WJ4' TGPSC7Z� ` SEED r�A< `' =k10ESSEJ rRAPR:; K BASE 1 (fx �. �� GkaDA7.. ti Mu5.:- z i-112' BITUMINOUS CONCRETE CLASS 2 G-RASS STR1� W SURFACE COURSE (COMPACTED) D> AND Ra.-SERVO) FORMELT ,1-112' BANK RUB, GRAVEL SUBBAS= v BITUMINOJS CGNCRETE CLASS t YDRA iN S, HYDRANTS,, i BINDER COURSE (COMPACTED) HYDRA, CVE.4 PR;�'ARFI) SJ3GRAD (,-O. PACT:D: ,FOR LOCAL ROADS IF PAVING IS DCN ETC ML:cr LRADATION Of M2.06 GRADING B -. AFTER OC' 15 OR BEFORE APRIL 15 2' OF BINDER COURSE SHALL BE PLACED. Public Pavement And- Concrete Sidewalk Section, ( T ) HAYI3ALE � TYr> � V VV Hay Bales Around Catch Basin • Qs ,Joo�z- U,Y5�2'S0 ic�rzz�.us�--4s,�t�4,q� ,.soa�so 'M Cam' f}/��.���.. •S !SSIX �'�`�'�C1/S/SIF�"G Coy 6CL?ATG¢t/IiCAYF; /•f'L/itl� f�J 1 /C-�?�3j 0,����.D�=,A'-l�iL. 1� `�iNz5, ca- yMj� C ') cp o © Q rs (%3-_P) C' +.......... �....�...,., Construction Barrier Fencing BROOM rINI5H CONC, 1/ 21, Pf21rMOLt I� 5LlE2IaACE A5EXPAN5I0N JOINT BY L.A. Rr!a5%p 1/ 21, f KOM 1/ 21, iZOUW PVMN ' 5LM'_Ac 1=p6iE (MOTH 5lM5) � W5 Q 26 PAY5 • GOt1C1zET1r,�1'"THICKi>lE55 111 1W. �-•--. t21A. 5rAINI-E55 A. %IJSTEEI-, 5MOOtH R01:2. Off "'0000000000 000� Et�7IN511AISLE5551'EEi. — 51._EI;VE OR APPROVW • _ irQL AL, (3' OC. OR A5 — I- i I 1 ! t2>;Q 12 VY PVMNr SECTIONS) r 6X6X6" W.W.E. " Gt2AVEL BASE ��+ .� COMPACTEt2 5Lp� NOTE51 • UFANNON J0INf51'01, 1/ 2" PM MP A51'1-tAL1- IMi'12E"Tr;17 PIMMAW VATH X'PR P 11MIOKOI. 51=ALEt2 C COL0213Y LAW, ARO•IJ EXPAN510N JOINr5 TO BE LOGAt Sty VEIN �O' MAX. 190WLrW P-WAN510N JOINT5 1110 t IN51'ALLI%t� WHt�iZE CC0NCRM WALK At3Ut'C5 0U I,PING. 17C7WEL51'O 1� PLACER � ' OR A5 MOIJIM � WITH MIN. 2 t7OWVL5 MR 5C ?W JOIN1'5 r0 1/ 41, x 1/ 4" Ar 6' AW. O.C. IN51.Jt� Pf MH r0 t N ON ALL WALK 5WACE5 M12. CtJC�Ik1EPS �ME�1D.�CI�QN:�a. 4' Concrete Sidewalk With Dowelled Expansion Joints rILTEIZ PAt3iZIC r0 V.MNt7 61' BEYONP EXTENT OP 51'OW Anti -Tracking, Pad , cite 20 a. 03heet ONO: 200S CB 1 TF=109.95 INV (OUT)=105.44 INV (6" IN)=105.44 INV (6" W)=105.88 NOTES: 1. PARCEL AREA = 31,968 sq. ft. = 0.73 ac. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. COORDINATES BASED ON C.G.S. DATUM. 4. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM AND MEETS T-2 STANDARDS OF ACCURACY. MAP REFERENCES: 1. PROPERTY SURVEY —PLOT PLAN —SUBDIVISION PLAN RESURVEY PREPARED FOR VPAEELER ESTATES SUBDIMON & WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT, cnI ITu unhInCeNo l r%KIKIC'nTI!`I IT IZPAI c -I"—en' nATGn a /a /nn Rw TO A /97 All 10' CL&P _ _�EASEMENT LOT #5 AREA 22,221 t ft. 0.51 ac. 6'p a \ ?Or r F � p� It J l t r � r 1 ! ! 1 � ! 1 � i z O I m A/C UMT Roof Plan; Scale: 1/8" = 1 ' - 0" N-L - 20'-6 112" 3„ 2'-( 2'- C 3" 4 - 38'- 15'-10 1 /2" 15'--10 1 2" 20'- 6 1 2" V N ROOF LINE TW3046-2 TW3046-2 2" FIRE CODE GYPSUM SHAFT WALL ' 2 HOUR FIRE SMALL PARTITION BUILD TO UNDERSIDE OF ROOF SUN c MASTER MASTER BEDROOM 7O BEDROOM i DECK I-- - ---- - - - - -- _ 7w3052 TW3052 ormn ,ia.." 1 n»n ".n J�ASER >yn awn >n n UP 2" FIRE CODE GYPSUM SHAFT WALL2 HOUR FIRE WALL PARTITION S 1 RASTER SAITH S 0 RW!C BUILD TO UNDERSIDE OF ROOF WIC WIC MASTER BATH / LIVING ROOM Q LIVING ROOM t ' (2) 5/8' FC WALL BOARD (2) S/8" FC WALL BOARD I 1 J 1 F L R D N CONCRETE SLAB 7 8 g 2 HOUR FIRE WALL PARTITION SLOPE DN I BUILD 70 UNDERSIDE OF ROOF Q �- DN C i I 0- I 1,155.0 SQ FT. °^ ^ �"- 17 LAUND_ RY 1ST F'LR CONCRETE SLAB ( DINING LAUNDRY SLOPE CONCRETE SLAB LAUNDRY 1ST FLR I o I nv3os2-2 ROOM v'` D 1,097.0 SQ. FT. W p I SLOPE p W o �\ DINING T Q I TW3052-2 ro �J ROOM DINING F ROOM r1TH Io'-3' ATH ' I n n = BAT _ > wn 3'-4. 3'-0` T �. I ABOVE TO I .w. I OORLt I I I GARAGE - i I I I RFF FOYER GARAGE REF FOYER GARAGE FOYER REF i o KITCHEN, `--"-' 7/0 x 9/D OH DOOR o K I TCr H E N 7/0 x 9/0 off DOOR 0 '1 C OS —, I to C OS +n.ua 7/0 X 9/0 OH DOOR I V KITCHEN z toft/2'- ROOFLINE - --- I I -- - - - - - - -- - -__- - - - - -- n.nCL S I ROOF LINE - 1 0 RO 47 1/2- 1 BRC7_f�-x 8-2- 1/2' I ICR135 2 t CCRt35 R0. Q 1/2'x 821/2' COvEREO SE 0-B Dw R.O. q pt/2P ' Ox®COVERED RC2H /2' jI CR)3'15 - PORCH COVER8EOt .� —1p..,`..m.�.5.•,��-�p I ROOF LINE _ II 7-14" - - �Q" 3'_6" 9'_0» 3'_i» - iz-fl"'-O" I - - - - -cW23s - - - -I -- 6'-10" - - - g'_O» ROOF LINE LD 4'-0'- l_� o o I 1 O � - �'_p - - SECTION C-C I I I p o '" " O 20 -10' � SECTION A -A 15'_7, N N 19'V 1D"v I 1 N N rUnit 178 V -- - ,r 3„ rMnit 1 < F - rrl iI !/ �� anit 1�5 �- G� !i .First Floor Plan; Scale: 1/8" = 1' - 0" 114.25 1 ' I t2-o0 I O - I SUN I o � DECK ! Y-101/2" - - ROOF TINF 7w3052 TW3052 I N I U I 1}•_ tt • 3._ 2.. O ( o v I ' LIVING OOM '< I `` Pe 178A -------- - - - - -- I A/C TW3046-2 i I 1 i I I MASTER I SUN I BEDROOM DECK I I 5'-2' 9'-7 t 2" 5'-6" ROOF LINE - - - - - - - - - - - -iir i iW3052 TW3052 North Elevation: 1 /8" = 1 ' - V A/C UNIT 1 rt U I e7S - „ I rUnk 178 - IF a N Second Floor Plan; Scale: 1/8" = 1' - 0" Foundation Plan; Scale: 118" = 1' - 011 rr u (C�LJnI�t /! V . Jr (unit rZ>�nit ITS - O ant 175 - rr South Elevation: 1/85) = 1 ' - 0" Note: See Sheet S — 1, Site Layout Plan, For Architectural Design & Dwelling Unit Data. ARCHITECTURAL ROOF SHINGLES CONCRETE STOOP �' / STEP FOUNDATION i 4' WALK PORCH MUST TYP 4" VINYL CORNER POST rZGnit ITS �- "�„ C�bc�rle .Gls ��ted mare 20 &ebmwp,2003 section A -A', Initial Planting; Scale: 3/16" = 1' — 099 ect on B-B', Initial Planting; Scale: 3/16" = F — 0" ,PARTIAL SECTION C—C FRONT FOUNDATION WALL CETAIL OLASH WITH RUBBER MEMBRANE \ 3 1/2" CONCRETE STOOP \ i " CONCRETE FOUNDATION 11 1/4" ABOVE TOP OF FOUNDATION PR�VIDE 4" SHEL \E FOR FLOOR TRUSS FRONT PORCH FOUNDATION 2"X 4" STUDS FLOOR TRUSS PARTIAL SECTION B—B FRONT GARAGE WALL FOUNDATON DETAIL 11 1/4" ABOVE TOP OF FOUNDATION PROVIDE RUBBER MEMBRANE AND FLASHING BETWEEN GARAGE SLAB AND ADJACENT WOOD FRAMING Foundation Wall Detail- NTS �J ---GARAGE SLAB 7" BELOW FINISHED FLOOR \3" CONCRETE SLAB 6" COMPACTED GRAVEL \ CLEAN FILL 10" CONCRETE FOUNDATION WALL 4zP('t1nn A -A' SVPar U1a-nt;Ina- Cn-ala• 1 /1 All Section B-B', 5Yedr Planting; Scale: 3/16". = 1' — 0" ( Planting At Maturity: Dashed In Silhouette ) 25 YEAR ARCITECTURAL ROOF SHINGLE 15 LS SATURATED BUILDING PAPER DORMER OUTLINE ROOF TRUSS INSTALLED PER MANUFACTURES INSTRUCTION 1/2' EXTERIOR PLYWOOD I . 1s-o" I \ ROOF. PITCH I i I \ /ALUM. DRIP EDGE 2"X 6" FASCIA BOARD I \ WRAPPED IN ALUM. 1/2" WALL BOARD 1YP. WALLS ATTIC TRUSS TYRE II 9' 5/8" WALL BOARD TYP. CEILING (2) 2-X a" TOP PLATE II unr 2-X 4' STUD W O.0 R15 FIBERGLASS -D II w INSULA11014 W/ PLASTIC PARTIAL SECTION C PARLAL SEC110N B—B 1n f I 4'-6- VAPOR BARRIER 1/2' EXTERIOR PLYWOOD rP.pYT r0'.nDATW/ 4fl !1 ,� IFp,1 GaAA4t wNt tCVQ/.T(Y1 I%1I�1 HOUSE WRAP arwwc ae«a wr..t ..o r,.v,.e I I VINYL SIDING a• wocu ro.cw rrw. uiuu n.a ee.e,.uar .000 Iwr.+ s..a r w.c«rxwe r,v« 2'X 4" BOTTOM PLATE u +n• .eoa ro v rwo•nu. r ca.anl no "'rr i •-1 1 /2" ..o x r nR, r« no« mns .• �µ.Kr(004M 3 4" TdcG FLOORING ROUGH STAIR OPE INO it T/4" FLOOR TRUSS INSTALLED PER MANUFACTURES SCALE INSTRUCTION 0 2"X 6" PT PLATE 1 i ANCHOR BOLTS 6'—Q" OC �g' _ Q" 3" CONCRETE SLAB 6" COMPACIED GRAVEL 10' CONCRETE FOUNDATION 10"X 2W CONCRETE FOOTING Oc- ._., FOOTING DRAIN CONNECT 70 STORM SEWER Typical Cross Section: 1/8"" = F - o" East & West Elevation; Scale: 1/8" = 1' - 019". r1d a� a 'v 11 Note: See Sheet S — 1, Site Layout Plan, For `U Architectural Design & Dwelling Unit Data. CeJ!I�i1s:... 03"&, As, doted I f -te• 20 �ehmaTl 200,3