Loading...
HomeMy WebLinkAbout04-37P_VISIONS SALON AND SPA SITE PLAN_BUCKLAND ROAD7 I 0 AdENI S 0 n on d a 4 6 207 : UCKLAND ' OO AD SOUTH WIN OO R COO NNECTI T A esigrt rofessionals, inc. g civil engineers • planners • surveyors ■ landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalsinc.com �r 74 �Y ►v, wu l� TOVZAM- saw~ mlow SITE 30 T ^ pAiyJE DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE 1"=2000/ THESE DRANINC75 ARE THE PROPERTY OF VMICxN PROFE55IONI ING,, AND HAVE BEEN PREPARED SPECIFICALLY POR THE O"ZRIAPPLIOANT FOR THIS PRO.JEGT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER5ON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE E>02RES6 MITTEN PERMIS510N of DES16N PR01—E551ONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR. THE OM&INAL 816NATURE AND IWRE5SION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3003-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY. AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TD__1HE BEST OF MY EDGE D BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. (12882 RIICARFSP.-"MARTEL LIC. No. Architecture + Interior Design fax 860.65, Two Tunxis Road, Suite #116 tel 860.65 Tariffville, CT 06081 schoenhar FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DA1 -1 h 4 /,a5 SC)UTH WINDSOR pLANMING I)EPT. LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 APPLICANT: VISION'S SALON AND SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644--3334 MAP LOT N/F DIRECT ABUTTER LIST 27 1 251 BUCKLAND ROAD EVERGREEN WALK, LLC 3 206 BUCKLAND ROAD ROSEMARY SYM£ 4 30 JOROAN LANE CIL REALTY W£THERSFIELD, CT 06109 5 240 BUCKLAND ROAD ARLENE L. CROT£AU 8 247 ABBE ROAD EARL & BARBARA H. R£ICHLE 9 130 BUCKLAND ROAD WILLIAM J. KRAWSKI 15 231 CENTRAL AVENUE POAG & MCEWEN LIFESTYLE CENTERS- WHME PLAINS, NY 10606 CONNECTICUT, LLC 38 10 989 ELUNGTON ROAD WOLF & GUERRA, LLC 11 235 BUCKLAND ROAD 9RADFORD L. WRIGHT 12 235 BUCKLAND ROAD BRADFORD L. WRIGHT Zoning Data Block ZONE: BUCKLAND GATEWAY DEVELOPMENT (GD) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 3 acres ** 0.92 ac. (consolidated lot) 130,680 s.f. 40,324 s.f.t Lot Frontage 200 ft. 149.98 ft. Lot Width 200 ft. 272.23 ft. Lot Depth 287t ft. Impervious Coverage 60%/65%*** 58.1 Lot Coverage — 11.2% Building Height 30'* 29'-6" Building Stories 2* 2 Side Yard 25 ft. N/A consolidated lot Rear Yard 10 ft. N/A consolidated lot Front Yard 65 ft. 112.2 * PER SECTION S.8.5. a. OF THE SOUTH W/NDSOR ZONING REGULA 77ONS. THE MAXIMUM BUILDING HEIGHT IS 60 FEET/4 STORIES FOR ANY BUILDING THA T IS A T LEAST 125 FEET FROM THE STREET LINE OF BUCKLAND ROAD PROVIDED, HOWEVER, THAT ANY PORTION OF SUCH BUILDING LOCATED WITHIN 125 FEET OF THE STREET LINE OF BUCKLAND ROAD OR ANY BUILDING LOCATED IN ITS ENTIRETY WITHIN 125 FEET OF THE STREET LINE OF BUCKLAND ROAD SHALL HA VE A MAXIMUM HEIGHT OF 30 FEET/2 STORIES. ** MINIMUM LOT SIZE IS 3 ACRES. PER SOUTH WINDSOR ZONING REGULA TIONS SECTION 5.8. 6. a.: PRE—EXISTING LEGALL Y—CREA TED LOTS THAT DO NOT MEET THE MINIMUM 3 ACRE REQUIREMENT SHALL BE CONSIDERED LEGALL Y NONCONFORMING LOTS IN ACCORDANCE WITH SECTION 3.5. *** MAXIMUM IMPERVIOUS COVERAGE IS 607 PER SOUTH WINDSOR ZONING REGULA TIONS SECTION 5.8. 6.b. 4.: A 59 IMPERVIOUS COVERAGE BONUS MA Y BE GRANTED FOR THE CONSOLIDA 77ON OF TWO OR MORE LOTS THA T ARE NONCONFORMING TO THE 3—ACRE MINIMUM LOT SIZE REQUIREMENT INTO ONE LARGER LOT. WHEN A NON —CONFORMING LOT IS COMBINED W17H A CONFORMING LOT, AN ADD177ONAL 575 OF THE AREA OF THE NON —CONFORMING LOT CAN BE ADDED TO THE TOTAL IMPERVIOUS SURFACE ALLOWED. PARKING NOTES/CALCULATIONS: 1 SPACE PER 200 S.F. OF GFA REQUIRED (RETAIL STORES, PERSONAL SERVICE SHOPS) 9000 S.F. / 200 = 45 SPACES REQUIRED 46 SPACES PROVIDED (44 f 2 HANDICAP) — FU7ZJRE ADDRESS• 200 HEMLOCK AVENUE — 1 2 3 4 5 6 7 8 9 10 11 12 A2.1.1 SHEET-- INDEX COVER SHEET/KEY MAP/ZONING DATA BLOCK PROPERTY SURVEY TEMPORARY PARKING/UTILITIES DEMOLITION PLAN PLOT PLAN TOPOGRAPHIC PLAN LIGHTING PLAN LANDSCAPE PLAN SEDIMENTATION & E RO S�1 0 N CONTROL PLAN DETAILS DETAILS LANDSCAPE DETAILS ARCHITECTURAL ELEVATIONS PLAN REV: DEG 2-7, 2004 REV: DEC, -7, 2004 REV: NOV 1?, 2004 REV: JULY 50, 2004 REV: JULY 15, 2004 PATE. APRIL 26, 2004 DPI PROD: 12110 SHEET 1 jobs/12g4/12a0- I .dwg t1, n LEGEND 0 IRON PIN TO BE SET ■ MONUMENT TO BE SET a EXISTING MONUMENT -e- EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE EXISTING STORM MANHOLE —3-30— EXISTING CONTOUR EXISTING TREELINE • REGULATED AREA --A INLAND WETLANDS wV M EXISTING WATER GATE NOTES: 1. PROPERTY IS LOCATED IN THE BUCKLAND GATEWAY DEVELOPMENT ZONE. 2. PARCEL SIZE IS 42,589 SQUARE FEET OR 0.97 ACRES. 3. INLAND WETLANDS TAKEN FROM MAP REFERENCE NO. 2. 4. WETLANDS DELINEATED BY HIGHLAND SOILS, LLC AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 5. THIS MAP IS DEPENDENT ON THE MAPS REFERENCED HEREON. MAP REFERENCES: DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128PG114 `--_1 38, 0� 12" 1 EDGE OF LAWN / I / 8" -TRE N\F I �� POAG & MCEWEN LIFESTYLE CENTERS-- I CONNEUCUT, LLC / ICLd / nl:- , 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROD. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT — DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. - - z c 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS zz n u 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 t 7-15-04 PER TOWN COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION RAM BY TWIN 12" TREE PERGOLA\ ` TWIN 12" TREE N\F POAG & MCEWEN LIFESTYLE CENTERS— CONNECTICUT, LLC 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 — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. ``� GRAPFUC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft N\F EVERGREEN WALK, LLC co PARCEL AREA 42,589 S.F. \ 0.97 AC. } ' � I o Tel. 860.291 • 8755 S Fax 860.291.8757 esiogn r�fessionals, inc. civil engineers • planners surveyors ■ landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 z J EXIST. EDGE OF ROAD DMH T.F.=149.54' SED. STRUCTURE C CB T.F.=148.51' 24" RCP IN&OUT FL=142.0' N LIMIT OF 80' REGULATED AREA SNET 20 LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 APPLICANT: VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644--3334 DEPENDENT RESURVEY PREPARED FOR: SHEET w PROPERTY SURVEY T�ISION'�' SALON &SPA �y 2 DESIGN. RLB DW. RA• RLB CHECKED: RPM 207 BUCKLAND D ROAD JOB No.: 1290 IDA TE.• 1115104 2 DRAWNG NO.: 1290-2. dWQ SOUTH WINDSOR, CONN EtCTUCUT � DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 WL 822 �WL 839 VOL 128 PG 114 WL 822 N OTE: 1. ALL WORK TO BE COMPLETED PRIOR TO PHASE I DEMOLITION. \ ry N -.. _ W 838 �\ ~138_ WL 82\ LEGEND ` \ O IRON PIN TO BE SET \ WL 837 o EXISTING MONUMENT \ WL 824 -� EXISTING UTILITY POLE �p� \ EXISTING STORM MANHOLE AND PIPE REGULATED AREA WL 836 INLAND WETLANDS SILT FENCE • EDGE OF LAWN WL 825 \ \ \ WL 835 S6 WL 826 \ \ \ Q j \� ---- 2g 2 ,� W\ 834 EVERGREEN WALK. LLC MON. POAG & MCEWEN LIFESTYLE CENTERS— •�4^ \ ♦` \ FIELD VERIFY EXISTING �\ W 827 \ SANITARY SEWER DEPTH „ CONNECTICUT. LLC I TEMPORARY —TO BE REMOVED IN PHASE II 24 F.E. TEMPORARY CONSTRUCTION AND GRADING �.► INV.=140.07' EASEMENT IN FAVOR OF POAG & MCEWEN �� \ LIFESTYLE CENTERS, INC. ^ , i ,�© �'� \ VAN ACCES IBLE DMH tp AREA=5,989f S.F. J \ v �\ \ PARKING EMP.) T.F.=149.54' WL 828 31 �. . SED. STRUCTURE o TEMP. 6 C $AN.� o `b 6" PVC CLE pllZS Q w, 83q C CB o \ I TALL MITT I T.F.=148.51' �4 2� S OPE HASE 1) \� C_0 T \� 24" RCP IN&OUT I TO B REMO EE. PHASE II / •.. APP OXIMA E LO P/71ON t \ SEP IC FIE EEOP� �66o c` D = = SAN 12 '2S /CIDET 3988 / PROPOSED NEW EDGE OF ROAD (BY OTHERS) (C� TEMPORARY GRADING/CONSTRUCTION EASEMENT ( �`• PEO /' ! 4 MAILS TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE / 1 00 L�ONC. 1 CENTERS-CONNECTICUT, LLC TO BE CONVEYED TO PTId ANK !!! 18' / THE TOWN OF SOUTH WINDSOR 1525t S.F. ~_ • ' PERMANENT SIDEWALK EASEMENT TO BE ACQUIRED BY POAG & ti6�3` INSTALL TEMPO ARY C NNEI IN PHASE I C.O. / / v�:: Z MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC IN FAVOR OF 90 s� TO BE EMOVEIN PHASE II / 9 TYP. / TOWN OF SOUTH WINDSOR. UPON APPROVAL OF SITE PLAN, s- ( ) �Q LANDOWNER WILL DEED AREA IN FEE SIMPLE TO TOWN OF SOUTH TEMPORARY 6',CHAI LINK WINDSOR FOR SIDEWALK AND RIGHT OF WAY. (1215f S.F.) CONSTRUCTION FENCE 4zop / ROPOSED 8' ISLAND BY OTHERS W 2 12' SIN SWING GA — _ 78' `� �. TEMPORARY LOCATION FOR EXISTING GE OF TEM - �. �:.' FREE-STANDING SIGN (BY OTHERS) PARKIN e / '. = v��40 rr� PROVIDE 2x4 WOODEN MARKER `\ S EXIST. AT CONNECTION. F PIPE FOR TH OFUTU TEMPORARY DRIVE DURING T O �, N EDGE 0 PIPE TO BE VERIFIED. EXIST. CONSTRUCTION, ONLY IF SANITARY P SE - S MH p 7 MCA ROAD LINE INSTALLED oo� irk z F: 9. / co to EXISTING 1 WATER SERVICE TO REMAIN FOR EXISTING IN .12 .58 05 �� tp FACILITY AND FUTURE BUILDING TENANT SPACE. / LIMIT OF 80' REGULATED AREA �16' a VEL SNET 20 POAG &MCEWEN LIFESTYLE CENTERS-6- r3�1'1'RANT NEW WATER SERVICE TAP IN // / .;�.,`:.. ♦ ` %'M E RY� �? BY WATER COMPANY - 1" & CONNECTICUT, LLC CONNECTION �, Z. 2" CORPORATION VALVE INV:125.38 �`'O� �•C$� 0�'N RS N f� � •.-. 7 TEMPORARY BITUMINOUS DRIVE PH SE II CONSTRUCTI N , ENTRAN E �+� ENTRANCE TO PROPERTY LINE (BY OTHERS) 9 ♦ .' f / T 00 , a //oCt�� YP / 7 FEET FOR ROAD WIDENING TO BE ACQUIRED BY POAG & S t7�• /� 0 ATE MCEWEN. RIGHT OF WAY TO BE DEEDED IN FEE SIMPLE TO EVEj�G // W w N2243gs / ' POR Y) / AREA O p OOF SSOUTH WINDSOR FOR HIGHWAY PURPOSES. �IV "`r' 1 PROPOSED BUCKLAND ROAD ALA i i "' ry �~ p ll! PEDESTRIAN CONCRETE SIDEWALK / // a a ♦ 1%% ` ` ( �o :., • a' o BY POAG &MCEWEN (N.I.C.) / PERMANENT DRIVEWAY EA MENT ��• ♦ z CONNECTICUT WATER COMPANY TO INSTALL WATER SERVICE & VALVES TO PROPERTY LINE. CONTRACTOR / IN FAVOR OF POAG IN& M WEN LIFESTYLE CENTERS�`� TO PROVIDE TRENCHING, EXCAVATION, FILL & ROAD LAND OWNER: . / LIFESTYLE e ' ' a: � AREA=430f �;.F. / REPAIRS. DINH HOANG LUU & 12 TEMPORARY BUSINESS ° NOTE: TRANG THONH NGUYEN PARKING SPACES DURING PRO DE 45 LF HORIZONTAL DRILLING MODIFICATION TO EXISTING PARKING (TEMPORARY) INSTALLATION 207 BUCKLAND ROAD CONSTRUCTION FOR 1" & 2" WATER LINE CONNECTION OR OF TEMPORARY PARKING (GRAVEL) AND NEW WATER SERVICE LINES SHALL SOUTH WINDSOR, CT 06074 TEMP. STEEL GUARDRAIL TRENCHING AS ALLOWED BY TOWN OF BE DONE IN ACCORDANCE TO THE TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT AND THE CONNECTICUT WATER COMPANY. NOTES: SOUTH OADS�O WATER MAIN. CKLAND APPLICANT: 1. PROPERTY IS LOCATED IN THE BUCKLAND GATEWAY DEVELOPMENT ZONE. / 2. PARCEL SIZE IS 42,589 SQUARE FEET OR 0.97 ACRES. VISION'S SALON &SPA CORPORATION 207 BUCKLAND ROAD 3 BY DESIGN PROFESSIONALS,INC.WETLANDS DELINEATED BY AND SOILS, LLC AND FIELD LOCATED / SOUTH WINDSOR, CT 06074 / - TEL. (860) 644-3334 MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT — DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 12, SCALE 1 "=20', DATED 1 /15/04 BY DESIGN PROFESSIONALS, INC. 01111 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 INFORMATION. ALL EXISTING UTILITIES SHOULD 5 12-27-04 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ADD GUARDRAIL, REVISE WATER RAM STATE OF CONNECTICUT" AS ADOPTED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 12-07-04 PER TOWN COMMENTS RAM SUkVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 11-17-04 BY A LICENSED LAND SURVEYOR PRIOR TO REVISE WATER LINES RAM TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 7-22-04 PER TOWN COMMENTS RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 7-15-04 PER TOWN COMMENTS RAM 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. ® Tel. 360.291 • 8757 Tn,� O e U P „ RMUI 0 � Fax $60.291.8757 (��II ��4 GRAPHIC SCALE ��� so 0 10 so 4fl °• ■ 1�JI01�i�ES li''I�lriWV rofess�r�nais, inc,I ( IN FT ) ■ DESIGN. RLB DRAWN.• RLB CHECKED: GBS 1 inch = 20 ft~ civil engineers • planners surveyors landscape architects • gis • gps ✓OB NO.: 1290 DATE.• 4126104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1290-3.dwo NOTE: PROPOSED DEVELOPMENT TO BE KNOWN AS 200 HEMLOCK AVENUE UPON COMPLETION. DEPENDENT RESURVEY PREPARED FOR: VISION'S SALON & SPA 207 BUCKLAND ROAD SOUTH WIIMSOP".9 C®NMCTIC 11 SHEET 3 12 GENERAL DEMOLITION NOTES 1. For utilities, coordinate with local governing authorities and Sheet 7 of 13. 2. Existing utility information is based on available information and records. Prior to start of any construction activity, the Contractor must have all utilities marked on the ground. Call —Before —You —Dig phone number is (1)800-922-4455. 3. Prior to the start of demolition or any construction activity, the Contractor shall install construction fencing and necessary erosion control measures. 4. Where existing pavement and/or curb is to be removed for the installation of new utilities, saw —cut a clean, straight edge, install utilities, and replace pavement and/or curb to match existing. LEGEND V-'TV WETLANDS BOUNDARY LIMIT OF 80' UPLAND REVIEW AREA ------ EXISTING PROPERTY LINE o EXISTING MONUMENT -e- EXISTING UTILITY POLE WV M WATER VALVE 0 IRON PIN TO BE SET EDGE OF LAWN N\F POAG & MCEWEN LIFESTYLE CENTERS— CONNECTICUT, LLC DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128 PG 114 N\F POAG & MCEWEN LIFESTYLE CENTERS— CONNECTICUT, LLC NOTES: 1. FOR COORDINATION WITH TEMPORARY PARKING SEE SHEET 4. 2. PHASE II DEivIOLITION SHALL ALSO INCLUDE REMOVAL OF ALL TEMPORARY PARKING. MAP REFERENCES: 1. RECONSTRUi TION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROD. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT — DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. LESS OTHERWISE NOTED, EXISTING UTILITY TIONS AS SHOWN, ARE BASED ON AVAILABLE MATION. ALL EXISTING UTILITIES SHOULD REVISIONS ELD VERIFIED PRIOR TO CONSTRUCTION. L UTILITIES ARE TO BE STAKED IN THE FIELD LICENSED LAND SURVEYOR PRIOR TO U 3 12-07-04 PER TOWN COMMENTS 2 11-17-04 REVISE WATER LINES, TEMP PAVE TRUCTION. IS PLAN IS INVALID UNLESS IT BEARS THE ESSION SEAL AND ORIGINAL SIGNATURE 1 7-15-04 PER TOWN COMMENTS NO. DATE DESCRIPTION HE PROFESSIONAL ENGINEER/SURVEYOR, RAM RAM RAM F THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY I RICHARD P. MARTEL 12882 LIC. No. Tel. 860.291 • 8755 GRAP7UC SCALEFax 860.291 • 8757 20 0 10 20 d0 J:Jesign IN FEET �rofesslonels, enc. 1 inch = 2fl fi~ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 TEMPORARY GRADING/CONSTRUCTION EASEMENT TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR (1525t S.F.) -PROPOSED NEW EDGE OF ROAD PERMANENT SIDEWALK EASEMENT TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC IN FAVOR OF TOWN OF SOUTH WINDSOR. UPON APPROVAL OF SITE PLAN, LANDOWNER WILL DEED AREA IN FEE SIMPLE TO TOWN OF SOUTH WINDSOR FOR SIDEWALK AND RIGHT OF WAY. (1215f S.F.) LIMIT OF 80' REGULATED AREA SNET 20 7 FEET FOR ROAD WIDENING TO BE ACQUIRED BY POAG & MCEWEN. RIGHT OF WAY TO BE DEEDED IN FEE SIMPLE TO THE TOWN OF SOUTH WINDSOR FOR HIGHWAY PURPOSES. AREA=1050t S.F. 8' ISLAND BY OTHERS LAND OWNER: VATER COMPANY TO INSTALL WATER DINH HOANG LUU & NES TO PROPERTY LINE. CONTRACTOR TRANG THONH NGUYEN ENCHING, EXCAVATION, FILL & ROAD 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 NOTE: MODIFICATION TO EXISTING PARKING (TEMPORARY) INSTALLATION OF TEMPORARY PARKING (GRAVEL) AND NEW WATER SERVICE LINES SHALL APPLICANT: BE DONE ACCORDANCE OTHE TOWN OF SOUTH WINDSOR E CONNECTICUT WA ER COMPANYPUBLIC WOR SDEPARTMENT AND THVISION'S SALON & SPA CORPORATION PHASE I TEMPORARY BUSINESS & PHASE 1 & 11 CONSTRUCTION 207 BUCKLAND ROAD ENTRANCE TO BE INSTALLED BY OTHERS DURING ROAD SOUTH WINDSOR, CT 06074 WIDENING. DURING ROAD WIDENING PROCESS ACCESS IS TC .,E TEL. (860) 644-3334 MAINTAINED RY PnA(. k turrWPM DEM©LI ON PLAN DESIGN. RLB DRAW. • RLB CHECKED.- GBS joB No.: 1290 1DATE 4126104 DRAWIVG NO.: 1290-4. dwa DEPENDENT RESURVEY PREPARED FOR: VISIONS SALON , i 207 ]BUCKLAND ROAD SOUTH Il WI\11>Sif111. C O\\I 1 It l I SHEET 12 GENERAL LAYOUT NOTES 1. Property Zone: Buckland Gateway Development Zone. 2. The new building shall be accessible to persons with disabilities from sidewalks and proposed parking area in accordance with the Americans with Disabilities Act (ADA) and Section 504 of the Rehabilitation Act of 1973. 5. Panel 10 for the Flood Insurance Rate Map for the Town of South Windsor, Hartford County, Connecticut (Community Panel Number 10, Revised 2/23/2001) reflects subject project to be in Zone X for Areas of Minimal Flooding and not within the 100—Year & 500—Year flood limits. 6. Onsite Parking Proposed: 43 Stalls (2 ADA accessible). Coordinate installation of pavement at drive access with Poag & McEwen Lifestyle Centers —Connecticut, LLC. 7. All damaged curbing shall be sawcut, removed & replaced along street and parking area adjacent to project site when caused by Project Contractors. 8. All work within road R.O.W. shall be coordinated with the Town of South Windsor Engineering Department and local utility companies. 9. For Site Lighting fixtures and final placement, see LIGHTING PLAN. 10. All construction shall comply with this document, the Town of South Windsor and the Connecticut Department of Transportation Standards (specifically Form 814A, "Standard Specifications for Roads, Brideges, and Incidental Construction"). 11. The Contractor shall restore any existing drainage structure, pipe, utility, pavement, curbs, sidewalks, or landscaped areas disturbed during construction to their original condition or better. 12. Pavement markings shall be 15 minutes fast drying type in accordance with ConnDOT Form 814A; Sections M.07.20, and 12.09. 13. Parking spaces shall be double (hairpin) striped in accordance with specifications in Gateway Zone; Width between the hairpin striping shall be 18"; Width of stall shall be 9' center to center, and depth 18' where bumpers overhang curbs. Driving aisles and entrance drive are typically 24' wide. Handicapped —accessible spaces are 15'xl8' with a 3' wide striped access strip (typ.). Hatched areas shall be striped with a 4" solid white line at a 45 degree angle, 2' on center. Other markings shall be painted white, or as noted. A van accessible space shall be 16'x18' with a 8' wide striped access strip. 14. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians consisting of drums, barriers, signs, lights, fences and uniformed traffic officers as required, ordered by the Owner's Representative or required by the local governing authorities. 15. Refer to other plans, details and project manual for additional information. The Contractor shall verify all site conditions in the field and contact the Site Engineer if there are any questions or conflicts regarding the construction documents and/or field conditions so that appropriate revisions can be made unless otherwise specified. 16. Emergency or fire lanes shall be established and properly designated in accordance with the requirements of the Town of South Windsor Fire Marshall. 17. There is no portion of the subject parcel on which the regulated activities are proposed that is located within 500 feet of the boundary of an adjoining municipality. 18. The site generated traffic as determined by F.A. Heskath & Associates, Inc. will not adversely impact the adjacent roadway system or any adjoining municipalities. See Traffic Report. 19. Storm water surface runoff from the development of this parcel will not Impact any property of the adjoining municipalities. 20. For details, see Detail Sheet 10 through 12. 21. During construction, no fuel shall be stored on site. Any hazarda•.1s material to be stored on site during construction shall be stored off hours in secondary containers and in a lockable and secure area shish has an impervious floor. 22. Any damage to property or access road by Contractor outside the Limit of Construction shall be repaired by the Contractor at no additional cost to the Owner. 23. Street excavation permits must be taken out for each lot before the installation of the driveways and water services. 7t u 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soa c°' TELEPHONE (860) 644.2511 CERTIFIED MAIL September 14, 2004 Mr. Dinh Hoang Luu Vision's Salon & Spa 207 Buckland Road South Windsor, CT 06074 Re: Appl #04-37P, Vision's Salon & Spa Site Plan Dear Mr. Luu: We are pleased to advise you that the Planning & Zoning Commission voted on September 7, 2004 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 9,000 square foot retail facility to be know as "Vision's Salon & Spa" on property located on the westerly side of Buckland Road, southerly of Deming Street, OD Zone as shown on plans prepared by Design Professionals, inc., Job No. 1290, dated July 30, 2004, 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 issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $$5,000 to ensure compliance with the erosion and sediment control measures and a bond in the amount of $5,000 to ensure the establishment of the stormwater structures. 4 An -b 'It I ' cd f 1c /�YL 0-1- ��01Z ze/ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 DRAINAGE EASEMENT •Soe-c°' TELEPHONE (860) 644-2511 IN FAVOR OF October 29, 2004 THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128 PG 114 Design Professionals, Inc. WL 822 WL 839 165 South Satellite Road South Windsor, CT 06074 Attn: Galen Sembrebon RE-: Vision's Salon &: Spa Corp. WL 822 207 Buckland Road South Windsor, CT 06074 Dear Mr. Semprebon: \ \ W 838 The South Windsor Water Pollution Control Authority, at its regular meeting of October 5, 2004, gave WL 8 2\ \ approval for connection to the Town's sewerage system of a commercial building located at 207 Buckland \ ENCLOSURE Road, South Windsor, CT, as more specifically shown on plans entitled "Vision's Salon &: Spa — 12 CM U TRASH E:N CLOSU R E & 8" CON C. PAD Topographic Plan", prepared by Design Professionals, Inc-, Project No. 1290, Drawing No. 6, dated 4-26- \ 11 04, revised 7-15-04, 7-22-04, 7-30-04, and subject to the following conditions: \ WL 837 21 5" CONCRETE WALK 1. Technical approval of the Town Engineering Department. 20 \ WL 824 2. The easement between the property owner and Evergreen Walk must be reviewed and approved 6" BIT. CURB (TY .) 1 0 the Town byalAuthorityapro 10 CPo \ —6" CONDENSING UNIT CONCRETE PADS, SEE MECH. DRAWINGS S. Final Authority approval and acceptance of the sanitary sewerage connection will be given once \ the sewer line has been installed and inspected by the Town staff, and based upon the ,%witten 0 2 verification of the Totes staff that said sanitary sewer Iinc was installed in substantial contomiance 5" CONCRETE WALK W/THICKENED EDGE (130f L.F. ) with the design plans previously approved by the Authority, and meeting all Totten regulations and \ WL 83 11 appropriate technical specifications relating to sanitary sewer construction. \ This approval letter must be superimposed on the final approval plans. `` \ Very truly yours, ° o WL 825 \ 1 RUNNING BOND STAMPED CONCRETE ° � \ \ WL 835 _ Lug C��yY, 6 CONCRETE STRAIGHT CURB AROUND BLDG 232f L.F. J ph J. Carino, Chairman 3 » ( ) Water Poilution Control Authority / 1 \� 11 JC:dd ��C�NC. STRAIGHT' CURB S6>1 WL 6 \ \ 2� 6" BIT. CURB (TYP.) (716f L.F.) Cc: Mich e lJ. G igan, Dire for of er \ CONC•CURB ' � � � '' � a W 834 N Michael).GantownEngineer Public Works 9' & THICKENED EDGE ' 8>> F EVERGREE WALK, LLC MON. Jeff Doolittle, Town Engineer r� A4azctaBauach,Director ofPlanning ,� x %8 Chris Dougan,ChiefBuilding Inspector NSF "' ° (TYp• . \ 5 TYP. ON GRADE PARKING SP E Dinh HoangLuu POAG & MCEWEN LIFESTYLE CENTERS— ^' `� W 7 \ 11 CONNECTICUT, LLC CAN�SCAPED A/,EQ TEMPORARY CONSTRUCTION AND GRADING 25' _ Q� \ WL 32 EASEMENT IN FAVOR OF POAG & MCEWEN LIFESTYLE CENTERS, INC. ^ g6.7,. � ��� \ AREA=5,989t S.F. cn Q `b \ PROPOSED EDGE OF ROAD o c� ^' WL 8 8 WL�831 / ' a o OSEp \ / EXISTING EDGE OF ROAD Ci V/s/O 'STORY WL 830 6" BIT. CURB rn Q S p \ / / F/CC BV/Lp N SPq STRAIGHT CURB/ ♦ \ \ / / ^� 9000 N�' m START 6" BIT. CURB WL 829 / / PROPOSED ROAD MEDIAN & THICKENED EDGE ASEMEN%` �, 75 Q 1 STDALL & ESIGNAGE ` AND WIDENING B OTHERS 6O START OF CONIC: STRAIGHT CURB _ 22 7 ADA VAN TOTAL: N PREA�o 11 ACCESSIBL STALL &00 / /TEMPORARY GRADING CONSTRUCTION EASEMENT AGE / �_:'. / TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE . ' ' ' ' ' ' ' `` O CONC.CURB / CENTERS— CONNECTICUT, LLC TO BE CONVEYED TO . . q� ADA & THICKENED EDGE / / THE TOWN OF SOUTH WINDSOR (1525t S.F.) �`_ 1 � `�` . END OF CON Vq `. . STRAIGHT CURB/. N GcApEo END OF CONIC. 2.. _ START CONC..WALK . _ BAN PRt A 'STRAIGHT CURB O / 1 / PERMANENT SIDEWALK EASEMENT TO BE ACQUIRED BY POAG & s . . . . W%THICKENED EDGE . . . O / MCEWEN LIFESTYLE CENTERS—CONNECTICUT, LLC IN FAVOR OF . . . . . . . . . . . . . . . . .�. �2' ( EZ� ; GL TOWN OF SOUTH WINDSOR. UPON APPROVAL OF SITE PLAN, 90 s� • . . . • 6"• BIT. CURB `V - '3.' , . : ` 2 ': LANDOWNER WILL DEED AREA IN FEE SIMPLE TO TOWN OF SOUTH �s `- r 8 8� 2� 4� / J / WINDSOR FOR SIDEWALK AND RIGHT OF WAY. 1215f S.F. . 4A HEAVY PAVEM NT R77 5s� . �T Yp� a l FREESTANDING SIGN 24' - 'A 11 END. CONIC. WALK SEE ARCH. DRAWINGS �� � . � . . . . W/THICKENED EDGE:/ . !' � � � 3 � d ' • START CONIC.. . . 6" BIT. CURB / k C. IDEWALK 17 9' STRAIGHT C� . . . . . . . ...... . '-� DIC P RAMP 11 `� / a ORIG. PARCEL H� / • / 42,589 S.F. N z . . . . . . 0.97 AC. ZN. to ACCESS BY OTH S �, �/ c / (N.I.C.) "` START OF BIT. PAVEMENT 1 O 2 / � LIMITS OF CONSTRUCTION N 4B O / LIMIT A D /� � � / PROP. PARCEL �— REGULATED AREA tt� NSF 6z j �. . . . . , 11 / 41,539 S.F. I POAG & MCEWEN LIFESTYLE CENTERS— 'w D.95 AC. I CONNECTICUT, LLC s ^��• l /� PROP. PARCEL lij '. / / (4�1 / 40,324 S.F. as ui pan is requir pnor to issuance o a Certificate of Occupancy per Section 8.1.1 I „ ,,, of the Zoning Regulations. 95 %` 'i :•` STA T OF BIT. PAVEME T 7- OZ(if2 t C7LL�i2 LUG+ LILatJ L rN LIM OF CONSTRUCTI N t .. / ® / 7 FEET FOR ROAD WIDENING TO BE ACQUIRED P' 5. A landscape bond in the amount of $ 5,000.00 is required and must be submitted nor to SNOp k * v p p 1540 SULLIVAN AVENUE •SOUTH WINDSOR, CT 06074 . / MCEWEN. RIGHT OF WAY TO BE DEEDED IN FEF • �� filing of mylars. �s z•�o: TELEPHONE (860) 644.2511 OF K Sy e c THE TOWN OF SOUTH WINDSOR FOR HIGHWAY �9 V`R W 7�, AREA=1050f S.F. 6. All deeds and easements to the Town of South Windsor must be submitted and filed in the IV2243'6EJuly 30, 2004 office GREEN ~ q / Town Clerk's oce after Town approval, prior to filing of the mylars. PROPOSED BUCKLAND ROAD off` Q a` �{ Q �W 3. PEDESTRIAN CONCRETE SIDEWALK KKRr 7. All plans used in the field by the developer must bear the stamp and authorized signature of Certified #70020510000081151423 ��' ` Q = ! y�+ / BY POAG &MCEWEN N.I.C. the Town of South Windsor. \ 1 v h ' / ( ) DRIVEWAY ACCESS BY OTHERS o o / / 8. This approval does not constitute approval of the sanitary sewer, which can only be granted Design Professionals, Inc. 165 South Satellite Road PERMANENT DRIVEWAY EASEMEN by the Water Pollution Control Authority. South Windsor, CT 06074 IN FAVOR OF POAG & MCEWEN LIFESTYLE CENTERS, INC. 9. The building street number must be included on the final plan. RE: Appl. #04-37P — Visions Salon & Spa, 207 Buckland Road GD-Gateway AREA=430f S.F. Development zone 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. Dear Mr. DeMailie: 11. The Town Engineer's review comments dated August 9, 2004, must be addressed to the At the July 21, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #04-37P — Visions Salon & Spa — 207 Buckland Road — Inland Town Engineer's satisfaction. Wetland/Conservation Commission application for the construction of a 9,000 square foot commercial building, parking lots, stormwater structures and associated improvements on Black and white transparent mylars of Sheet #5 with the above modifications, together with three property located westerly of Buckland Road, GD-Gateway Development zone. This approval is blueprint copies of the entire set of plans must be submitted to this Commission within 30 days subject to the following conditions: 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. 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be 8. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning submitted to this Commission. This must be completed within 65 days of approval prior Commission to ensure the establishment of the stormwater structures. After the mylars have been signed by the Commission, they will be returned to you for filing in to any construction activity on the site. Plans submitted to i Manning & Zoning Commission shall be considered having met this requirement. 9. The Environmental Planner, Town of South Windsor should be noted on the appropriate the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to places on the plan. the Planning Department. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. Sincerely, Very truly yours, p/ 3. The permit is valid for five years and shall expire on July 21, 2009. It is the tandownei (s)iapplicani(s) responsibility to track expiration dates and noiify the INLAND WETLANDS AGENCY/ Commission of a renewal request at least 65 days prior to expiration. CONSERVATION COMMISSION Timothy H. Wentzell, Chairman 4. All approvals required must be obtained and submitted prior to any activity on the site. Planning and Zoning Commission 5. A contact person shall be identified on the plans. Carol Heffler, Acting Chairperson THW/kak 6. Formal verification regarding the adequacy of basin #4 on the Evergreen Walk site to CH:dr RECEIVED cc: Town Engineer receive storm water from this site be reviewed and approved by the Town Engineer. Chief Building Official 7. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoningt Commission to ensure compliance with the erosion and sediment control measures. cc: Chief Building Official i iAssessor MAR 1 0 2006 li r Superintendent of Pollution Control , E 77/ Fire shal Richard rBoston 7 10-21-05 TITLE BLOCK MODIFICATION, ADD NOTES RAM , - 1 �� J SOUTH WINDSOR P'LANNINGaSPE 6 12-27-04 ADD CONDENSER UNIT CONC. PADS RAM o 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. REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. i =, 12882 RIC MARTEL LIC. No. 5 12-07-04 PER TOWN COMMENTS RAM 4 11-17-04 ADD WPCA APPROVAL LETTER RAM 3 9-24-04 ADD APPROVAL LETTER MHA 2 7-30-04 ADD SIDEWALK, REMOVE ONE PARKING SPACE RAM 1 7-15-04 PER TOWN COMMENTS RAM NO. DATE DESCRIPTION BY C. -A / F: 'V0. 66 Fi> • � / /A!,4�RCAFc 1`� • � / LAND OWNER: DINH HOANG LUU & / TRANG THONH NGUYEN 207 BUCKLAND ROAD NOTES: �� / SOUTH WINDSOR, CT C" -074 1. THIS MAP IS DEPENDENT ON THE MAPS REFERENCED HEREON. APPLICANT: 2. PROPERTY IS LOCATED IN THE BUCKLAND GATEWAY DEVELOPMENT ZONE. 3. PARCEL SIZE IS 42,589 SQUARE FEET OR 0.97 ACRES. / VISION'S SALON & SPA CORPORATION EXISTING PROPERTY LINE 4. INLAND WETLANDS TAKEN FROM MAP REFERENCE NO. 2. / 207 BUCKLAND ROAD 5. WETLANDS DELINEATED BY HIGHLAND SOILS, LLC AND FIELD LOCATED SOUTH WINDSOR, CT 06074 PROPOSED PROPERTY LINE UPON BY DESIGN PROFESSIONALS, INC. / TEL (860) 644-3334 J AGREEMENT WITH POAG & MCEWEN J LIFESTYLE CENTERS—CONNECTICUT, LLC MAP REFERENCES: PROPOSED PROPERTY LINE UPON 1, RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. APPROVAL OF VISION'S SALON & SPA 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT — DEPT. OF SITE PLAN APPLICATION TRANSPORTATION. IRON PIN TO BE SET 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE: 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 13, SCALE 1"=20', DATED 1/15/04 BY DESIGN PROFESSIONALS, INC. Tel. 860.291 • 8755 ZONING LOCATION SURVEY GRAPHIC SCALE Fax 860.291.8757 j�j e M 20 0 10 20 4o a sign ■ ■ P�O LI P�r�LI V (IN,)Cprofessionals, Inc. DESIGN. RLB RLB I CHECKED. GBS civil engineers • planners surveyors DRA wnr 1 inch = 20 ft, i landscape architects • gis gps JOB NO.: 1290 1DATE: 4126104 165 South Satellite Road, South Windsor, Connecticut 06074 ORAWNG NO.: 1290-5.dwo NOTE: PROPOSED DEVELOPMENT TO BE KNOWN AS 200 HEMLOCK AVENUE UPON COMPLETION. DEPENDENT RESURVEY PREPARED FOR: SHEET VIS101V':5 SALON & SPA 5 207 BUCKLAND BROAD SOUTH WINDSOR, tC®NNlEtL"B'IICCIUT i u GENERAL LAYOUT NOTES 1. Property Zone: Buckland Gateway Development Zone. 2. The new building shall be accessible to persons with disabilities from sidewalks and proposed parking area in accordance with the Americans with Disabilities Act (ADA) and Section 504 of the Rehabilitation Act of 1973. 5. Panel 10 for the Flood Insurance Rate Map for the Town of South Windsor, Hartford County, Connecticut (Community Panel Number 10, Revised 2/23/2001) reflects subject project to be in Zone X for Areas of Minimal Flooding and not within the 100-Year & 500-Year flood limits. 6. Onsite Parking Proposed: 43 Stalls (2 ADA accessible). Coordinate installation of pavement at drive access with Poog & McEwen Lifestyle Centers -Connecticut, LLC. 7. All damaged curbing shall be sawcut, removed & replaced along street and parking area adjacent to project site when caused by Project Contractors. 8. All work within road R.O.W. shall be coordinated with the Town of South Windsor Engineering Department and local utility companies. 9, For Site Lighting fixtures and final placement, see LIGHTING PLAN. 10. All construction shall comply with this document, the Town of South Windsor and the Connecticut Department of Transportation Standards (specifically Form 814A, "Standard Specifications for Roads, Bridcges, and Incidental Construction'). 11. The Contractor shall restore any existing drainage structure, pipe, utility, pavement, curbs, sidewalks, or landscaped areas disturbed during construction to their original condition or better. 12, Pavement markings shall be 15 minutes fast drying type in accordance with ConnDOT Form 814A; Sections M.07,20, and 12.09. 13. Parking spaces shall be double (hairpin) striped in accordance witl specifications in Gateway Zone; Width between the hairpin striping shall be 18"; Width of stall shall be 9' center to center, and depth 18' where bumpers overhang curbs. Driving aisles and entrance drive are typically 24' wide. Handicapped -accessible spaces are 15'x18' with a 3' wide striped access strip (typ.). Hatched areas shall be striped with a 4" solid white line at a 45 degree angle, 2' on center. Other markings shall be painted white, or as noted. A van accessible space shall be 16'x18' with a 8' wide striped access strip. 14. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians consisting of drums, barriers, signs, lights, fences and uniformed traffic officers as required, ordere< by the Owner's Representative or required by the local governing authorities. 15. Refer to other plans, details and project manual for additional information. The Contractor shall verify all site conditions in the field and contact the Site Engineer if there are any questions or conflicts regarding the construction documents and/or field conditions so that appropriate revisions can be made unless otherwise specified. 16. Emergency or fire lanes shall be established and properly designated in accordance with the requirements of the Town of South Windsor Fire Marshall. 17. There Is no portion of the subject parcel on which the regulated activities are proposed that is located within 500 feet of the boundary of an adjoining municipality. 18. The site generated traffic as determined by F.A. Heskath & Associates, Inc. will not adversely impact the adjacent roadway systen or any adjoining municipalities. See Traffic Report. 19. Storm water surface runoff from the development of this parcel will not impact any property of the adjoining municipalities. 20, For details, see Detail Sheet 10 through 12. 21. During construction, no fuel shall be stored on site. Any hazardous material to be stored on site during construction shall be stored off hours in secondary containers and in a lockable and secure area shich has an impervious floor. 22. Any damage to property or access road by Contractor outside the Limit of Construction shall be repaired by the Contractor at no additional cost to the Owner. 23. Street excavation permits must be taken out for each lot before the installation of the drivewovs and water services. ��� �}i:�``tl `I�'2ItJ9'2. 0-1- cJt?LC�fi"t r•EIJl1Z.11rc'�'7� iS 4. 1:i40 SULLIVAN AVFNUF o SOI:TH rvl QDSOR. CT 0607r TELEPHONE (860)644-251i DRAINAGE EASEMENT IN FAVOR OF nc,nlx-r 21,, zrns THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128 PG 114 WL 822 839 Design Profamionalsa Inc. �WL 165 South Satellite R-uad SoWh,Vurdsor: C1 U6074 `1,�/ \ 61 Ann: G7aien Semhrel-nn RE. Vision's Salon &Spa Corp. WL 822 2 0713uuMaud head South vrtndcor: C1' (16074 \ \ D, ar h•Sr. Scmprebon : W 838 The South Windcnr NTVater Pollution Control Authority, at iu rcpr,lnr merting of flctnber 5. 204141 gave approval for cormcctLon w the Totvn's scwsrage byswo of a commercial building located at 207 Dockland WL 823 Road. South Wilndsor. L-1, as mar:: spccifrcally shone on plans c utiticd •'V is,on's 5eloo & spa - TopagaaphicPlan",prreparedbyDesign Professionals, Inc., Project No. 1290,DravingNo. 6. datcd426 12 CMU TRASH ,t ENCLOSURE & 8 CONC. PAD 04, rc%-kcd 7-15-04. 7-22-04, 1-30-04. and bubjcct to the fullux%ing cunditiunb: \ 11 1 I.-c1u„u,t"r,p„,val00IW rr,.,nl,;�;,:��,;,,;n.-p.,Tt,nC;.l 20 \ WL 837 21 5" CONCRETE WALK - - 2 The enccmenr ha-mccn the, property owner and Fvergmcn \Palk mmi he reviewed anr•i appmved 6" BIT. CURB ( ) WL 824 \ 10 by the Tovvn Attomey. 3 Final�Authorityapprovalandacccptaneco[thcsanitariscwenizuvonacciiunvAllb,:g&cnonce the sewer line has lr.cn by the loon based the 10 � 6� -- CONDENSING UNIT /6" CONCRETE PADS, SEE MECH. DRAWINGS tnstaUcd and uispccted staff, and upon written 2 v�erificatinnoftheTonn�taffthat cnidsnnitarycewcrline wa_rinctalledinsubstantialconformance 5" CONCRETE WALK W/THICKENED EDGE (130f L.F.) with the design plans previously approved by the Authority, and meeting all Town rcgula Buns and \ WL 83 11 apprupriatr hXIMical bpt.;ilit itiutu relating to sartifnry srwrr cousuut:tiuss. Tbib appruv al icitcr mutt be buptrimpubcd on the final appruval p1am. ® \ \ F 1':ry tn:ly your, o a o WL 825 \ RUNNING BOND STAMPED CONCRETE U a \ 11 r , tI � ',_ } f- - /. VL-t.vy; Jcg6phJ Car6p Chairman \ O \ \ \ WL 835 3 6" CONCRETE STRAIGHT CURB AROUND BLDG (232f L.F.) Water Pollution Control Authority 11 !L dd STRAIGHT CURB S WL 6 \ \ I Q Q 20 6" BIT. CURB (TYP.) (716t L.F.) Cc: NfaithewHalligan,Town Manager 1lichaclJ.Ganticl:,Director ofPubheWorks ` CQNC•CURB , & THICKENED EDGE A \>7Ej'r 'F a W 834 N 10 EVERGREE WALK, LLC +� T Ica Dootallc, ouu lauguaccr N r g 28` M0N. Marciananach,DirectorofPlanning .h NSF �.", k ' (Type �. \Os 5 / Chris Dougan,ChiefIIuildingln-peelor h CENTERS- �� \ TYP. ON GRADE PARKING SP E 0ablicangl_uu POAG & MCEWEN LIFESTYLE 4 CONNECTICUT, LLC `�"OS�gP£a 7 11 TEMPORARY CONSTRUCTION AND GRADING 25, Q WL 32 EASEMENT IN FAVOR OF POAG & MCEWEN LIFESTYLE CENTERS, INC. ^ AREA=5,989t S.F. try 6.7, m Q �� �? 'b vy e \ PROPOSED EDGE OF ROAD ® WL 8 8 WL-,831 13 L ��J SEO P OPORY \ \ / EXISTING EDGE OF ROAD I �n 8 � _ 4'0� �/S/0 SSA( D WL 830 6 BIT, CURB �; Q FI ON $, END OF CONC. \ / ZLJ k r BUILD/SPq STRAIGHT CURB/ \ / / 9000 S NG START 6" BIT. CURB WL 829 � CONC.CURBFF F v /ADA ACCESSIBLE ® -� / PROPOSED ROAD MEDI/,N ATHICKENED EDGE - QSCA4 0' 7S Q '-D6 1 STALL & SIGNAGE L'r/ �- AND WIDENING BY OTHI:RS START' OF CONC. 11 772 ADA VAN I STRAIGHT CURB pP60 ACCESSIBIL 1 TOTAL: pN0 R p 11 STALL & / 43 CAR R8�• CO-1 / AGE I•'.. ••'. / /TEMPORARY GRADING/CONSTRUCTION EASEMENT STALLS k Q g / I TO BE ACQUIRED BY POAG & Mt-EWEN LIFESTYLE CENTERS CONNECTICUT, LLC TO BE CONVEYED TO �" 0 &OTHICKENED EDGE O NC.CURB/ / THE TOWN OF SOUTH WINDSOR (1525t S.F.) AD O _ A Q o N / �a a / END OF CONC. V a / `� STRAIGHT CURB/ START CONC. WALK. AN cppso END OF CONC. p O �pNOS P •STRAIGHT CURB O / 1 / PERMANENT SIDEWALK EASEMENT _'O BE ACQUIRED BY POAG & P -CONNECTICUT, LLC IN FAVOR OF 4-e W%THICKENED EDGE O �.'. •:.: / �. . . . . . . MCEWEN LIFESTYLE CENTERS TOWN OF SOUTH WINDSOR. UPON ).PPROVAL OF SITE PLAN, 90 'sty N a' /�-3. ('�', LANDOWNER WILL DEED AREA IN FCE SIMPLE TO TOWN OF SOUTH s .6„ BIT. CURB. 8• 24 Q / WINDSOR FOR SIDEWALK AND RIGH" OF WAY. (1215f S.F.) 4A HEAVY PAVEM NT 11•lss� (T)'PZ o / FREESTANDING SIGN 11 - I SEE ARCH. DRAWINGS %, _ A W/THIC ENEDEDGE/ I NO, 3START CONC. 6 BIT. CURB STRAIGHT C O ; , :• C) / I C. IDEWALK 17 . . -/. DIC P RAMP 11 I I / > 042,589 S.F. N. _ `• : . N ACCESS BY OTH S os 7 �/ • I l I (N.1.C.) ` START OF BIT, PAVEMENT O ro LIMIT OF 80' �t LIMITS OF CONSTRUCTION N N7 413 / PROP. PARCEL REGULATED AREA _ N F �6•16' F<' J 11 41,539 S.F. ► ► ► ► POAG & MCEWEN LIFESTYLE CENTERS- r3�� g' k 0.95 AC. ► ► CONNECIIC.UT, LLC :•:: tis� (TYp� I s Z. • t! I I� PROP. PARCEL 40,324 S.F. 0.92 AC, STA T OF BIT. PAVEME T of the �.•�• vur�z Uc�fz �f7zc%� Th� LIM OF CONSTRUCTI N bond in the amount of S 5,000.00 is required r submitted must be prior to _ S`L' I.' k. / 7 FEET FOR ROAD WIDENING TO BE ACQUIRED P 5. A landscape 4. 1s4osutuvr,NAVENUE •srynlwltaO,r cR cToso74 17oPs t7 I MCEWEN. RIGHT OF WAY TO BE DEEDED IN FEr filing of mylars.�b-jor.r: ' TFI FPHatvF (860) 644.9711 ` ` - &Slit THE TOWN OF SOUTH WINDSOR FOR HIGHWAY • the Town of South Windsor mustr N224J46 E I / AREA=1050t S.F. 6. All deeds and casements tJuly3U.2004 VE�submitted and filed in theGREEN / PROPOSED BUCKLAND ROAD Town Clerk's • , • _ of the mylars. PEDESTRIAN CONCRETE SIDEWALK Certified #70020510000031151423 a _ ` po i �.. ` / BY POAG & MCEWEN (N.I.C.) � 10 0 DRIVEWAY ACCESS BY OTHERS Design Profe,sionals, Inc. PERMANENT DRIVEWAY EASEMEN 16.5 Snuth Satellite Road IN FAVOR OF POAG & MCEWEN South Windsor, CT 06074 LIFESTYLE CENTERS, INC. RE: Appl. #04-37P - Vision s Salon & Spa, 207 Suckland Road, GS-Gateway AREA= 430=t S.F. Development zone Dear Mr. DtWallie: At the July 21, 2004 regular meeting, the Inland Wetlands AgencylConservaiion Commiss ion [� I approved application VO4-37P -Visions Salon & Spa - 207 Buckland Road IN and WetandlConservation Commission application for the construction of a 9.000 square foot )' co nimercial building, parking toes, stonl,•,',•ater strucctures and associated improvements on property lut::Aod westerly of Buckland Road. GD-Gateway Development zone. This approval is suhjecttothe follovdngconditions: / / LAND OWNER: one blueprint inn,: n4 she enure set of plans; and this fpnar rnnrnAnrarl tharcnn n„�cr1,g 8. We recommend a bond in Me arnount of 65,000 be submitted to the Planninq & Zoning �� DINH HOANG LUU & ueprint .., of ` �-� • / submitted to this Commission. This must be completed within 65 days of approval prior Commission to ensure iile establishment of the slornlwater sltuclures. / TRANG THONH NGIIYEN to any construction activity on tho silo. Plans submitted to Planning & Zoning Environmental Planner, Town of South Windsor should be noted on the appropriate 207 BUCKLAND R )AD Commission shall be considered having met this requirement. g. The The on the plan. NOTES: / / SOUTH WINDSOR, CT 06074 2 The;application pplication shall indemnify and hold harmless the Town of South Windsain Windsor agst any liability, which might resuit from the proposed operation or use. 1. THIS MAP IS DEPENDENT ON THE MAPS REFERENCED HEREON. APPLICANT: Very truly yours, 2. PROPERTY IS LOCATED IN THE BUCKLAND GATEWAY DEVELOPMENT ZONE. 3 The permit is valid for five years and shall expire on July 21, 2009. it is the KEY 3. PARCEL SIZE IS 42,589 SQUARE FEET OR 0.97 ACRES. / VISION'S SALON & SPA CORPORATION lanrjc;vvnot(s)iapplicant(s) tosponsibility to track expiration dates antl noRy the INLAND WETLANDS AGENCY/ 4. INLAND WETLANDS TAKEN FROM MAP REFERENCE NO. 2. Com mission of a renevial request at least 6-5 days prior to expiration. CONSERVATION COMMISSION O EXISTING PROPERTY LINE 5. WETLANDS DELINEATED BY HIGHLAND SOILS, LLC AND FIELD LOCATED I 207 BUCKLAND ROADSOUTH WINDSOR, CT C6074 BY DESIGN PROFESSIONALS, INC. 4 All approvals required roust be obtained and submitted prior to any activity on the site. �,C` 'L.�`t • P �� t t =-7IrJ PROPOSED PROPERTY LINE UPON / TEL. (860) 644-3334 5 A coatact person shall be idenfrfied on the plans. Carol Haffler, Arting Chairperson 6 Formal vonticatton regarding the adequacy of basin #4 on the Evergreen Walt: site to CH:dr receive storm water from this site be review ed and approved by the Town Enginee r. cc: Chief Sullding Official 7. We recommend a bond in the amount of $5 ,000 be submitted to the Planning & Zanrng Attorney Kevin Rennie Commission to ensure compliance with the erosion and sediment control measures. 7 10-21-05 TITLE BLOCK MODIFICATION, ADD NOTES RAM 6 12-27-04 ADD CONDENSER UNIT CONC. PADS RAM Z-<X �I 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE D K INFORMATION. ALL EXISTING UTILITIES SHOULD 5 12-07-04 PER TOWN COMMENTS RAM STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS 4 11-17-04 ADD Vi?CA APPROVAL LETTER RAM m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 3 9-24-04 ADD APPROVAL LETTER MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 7-30-04 ADD SIDEWALK, REMOVE ONE PARKING SPACE RAM CONSTRUCTION. 1 7-15-04 PER TOWN COMMENTS RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LIC. No. NO. DATE DESCRIPTION BY OAGREEMENT WITH POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC MAP REFERENCES: PROPOSED PROPERTY LINE UPON 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ, NO. OAPPROVAL OF VISION'S SALON & SPA 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF SITE PLAN APPLICATION TRANSPORTATION. 0 IRON PIN TO BE SET 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 13, SCALE 1"=20', DATED 1/15/04 BY DESIGN PROFESSIONALS, INC. Tel. 860.291.8755 ZONING LOCATION SURVEY GRAPHIC SCALE Fax 860 291 8757 -PLOT PLM 20 0 10 20 40 es' n rofessionals, inc. ( IN FEET) � DES/Gal.• RLB DRAWN.• RLB Crf�CKEO: GBS 1 inch = 20 it. 0 civil engineers • planners surveyors landscape architects • gis gps JOB NO.: 1290 DATE. 4126104 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: 1290-5.dwa NOTE: PROPOSED DEVELOPMENT TO BE KNOWN A3 200 HEMLOCK AVENUI_ UPON COMPLETION. DEPENDENT RESURVEY PREPARED FOR: SHEET VISION'S SALON & SP�4 5 207 ]BUCKLAND ROAD SOUTH WHNDSOIB, CONNIECT HICU B• r M 4 N t cL Q O N act IUD 66 co O 0 N 0� z a OI (L Q a rn 04 c c� U) c 0 V .3 0 ca C0 Z' 0 U .a C 0 F_ O O Ii rn O M 9 GENERAL GRADING & UTILITY NOTES Construction Sequence 1. This drawing is intended to describe grading. Refer to Sheet 5, Layout Plan for general information and layout. 2. Coordinate all work with Town of South Windsor staff. 3. Meet with Town Staff for pre -construction meeting prior to any construction activity. Flag limits of clearing for the project. 4. Install erosion control measures. Contact Town for inspection. 5. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities during construction. 6. Throughout the construction process, silt fences are to be used for the control of storm -water runoff. These will be temporary in nature and will need to be established, maintained, moved, and removed at multiple locations throughout the site as construction conditions warrant. 7. Strip topsoil from areas disturbed. Use silt fence to control runoff. 8. Install utilities and drainage system. 9. Install base and compact. 10. Loam and seed disturbed areas to grow as soon as practical during the conStrUctial� process. 11. Begin construction of building and site. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area b) Onsite soils will generally be defined as OSHA Type C. This would require excavations, which are not shored and exceed 5 feet in heights, to be cut back to slopes of 34' from the horizontal (1.5H: 1 V), or less. c) Controlled Fill, Backfill of Excavations for Footings and Walls, and Fill beneath Slabs on Grade - Please refer to Geotechnical Engineering report by Dr, Clarence Welti, P.E., P.C., dated May 6, 2004 for recommendations for Controlled Fill & Backfill of excavations for footings and walls. d) Grade areas, install fill as required, install stairs and retaining walls, and grade to driveway sub -grade. Remove rock and subgrade material as required. Pi The (.nntrnrtnr -,hall rmmnnrt fill IIndpr all nnrkinn. new drive-, and Sidewalk areas to 95% of the maximum dry density as determined by ASTM D1557 (Modified Proctor Test) in 8" lifts, or as directed by the Engineer. Any loose areas discovered while proof -rolling shall be excavated and backfilled with structural fill at no additional cost to Owner. No rocks greater than 2 inches shall be placed within 12 inches of proposed subgrade. f) Install utilities. Deep utility trenches, including storm and sanitary sewers and related structures may require the use of sealed sheet pilings to permit de -watering of the excavations by pumping. The bedding materials for utilities and related structures should be with 3/8" crushed stone. \ ram__ i .. r I ..:1,4:-- gJ 1-,vnstruct- uuliullly. h) Install pavement for driveways, walks, etc. 12. Any catch basins used to transport stormwoter shall be suitably protected with appropriate erosion control measures. 13. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 14. Re-establish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 15. The first course of pavement to be installed as early as possible during the construction process. 16. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 17 Inofnll Innrlonnna Winn+c 18. Final clearing of erosion and sedimentation controls and storm drain structures. 19. Remove tree protection and temporary erosion and sedimentation controls. 20. Accessible routes shall connect buildings, facilities, elements, spaces, parking, passenger loading zone, public streets, and sidewalks. Accessible routes' slopes shall be 1:20(5%) or less and the cross slopes shall not exceed 1: 50(2%). Changes in levels shall not be greater than 1 /2 inch, and slopes shall not be greater than 1:20 unless romps or lifts are provided. Accessible exits must be clearly identified on the floor plans and the site plans. UTILITY NOTES: 1. Coordinate all Site Utility installation with Owner's Representative, the Town of South Windsor and the respective utility company. 2. Utility connection design as reflected on this plan may change subject to utility company and Town of South Windsor. 3. Proper coordination with the respective utility company shall be performed by the Contractor to ensure that all utility companies and town standards for materials and construction methods are met. 4. All utility construction is subject to inspection prior to approval for backfill, in accordance with the appropriate utility company and/or Town of South Windsor requirements. 5. All disturbance incurred to town property due to construction shall be restored to its previous condition or better, and to the satisfaction of the Town of South Windsor authorities. 6. The Contractor shall visit the site and verify the elevation and location of all utilities by various means prior to beginning any excavation. Test pits shall be dug at all locations where sewers cross existing utilities, and the horizontal and vertical locations of the utilities shall be determined. The Contractor sholl contact the Site Engineer in the event of any unforeseen conflicts between existing and proposed utilities so that an appropriate modification may be made. 7. All pipes shall be laid on straight alignments and even grades using a pipe laser or other accurate method. 8. The Contractor shall compact the pipe backfill in 8" lifts according to the pipe bedding details. Trench bottom shall be stable in high groundwater areas. A pipe foundation shall be used in areas of rock excavation. Storm sewers may be placed prior to placing fill. 9. Electric and telephone services shall be installed underground from pole. The Contractor shall install and backfill 2-4' PVC conduits for telephone service, 2-4" PVC conduits for electric service primaries, and 2-4" PVC conduits for electrical secondaries (schedule 80 under pavement, schedule 40 in non pavement area). Services shall be installed in a common trench with 12" clear space between. Minimum cover is 36" on electrical conduits, and 24" on telephone and cable conduits. Services shall be marked with magnetic locator tape and shall be bedded installed and backfilled in accordance with CL&P and SNET Co. standards. Galvanized steel electrical conduit shall be used at pole and transformer locations. Install handholes as required. 10. Contractor to provide sleeves under footings for utility connections. 11. The Contractor shall arrange and coordinate with utility companies and the Town of South Windsor for work to be performed by utility companies or by the Town of South Windsor. The Contractor shall pay all utility fees and repair pavements as necessary. 12. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians consisting of drums, barriers, signs, lights, fences and uniformed traffic persons as required, ordered by the Engineer or required by the local governing authorities. 13. 2" potable water service shall be disinfected to meet local governing authority's requirements. Fire service not required. 14. Street excavation permits must be taken out for each lot by the contractor before the installation of the driveways and water services. Z 11 " z I II rn 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 SEA AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, 3 7-30-04 2 7-22-04 1 7-15-04 NO. DATE REVISIONS ADD SIDEWALK PER TOWN COMMENTS PER TOWN COMMENTS DESCRIPTION 1� WL \ l� O \f \v NOTE: GRADING AT PROPERTY LINE TO BE COORDINATED WITH POAG & MCEWEN'S ENGINEERS & CONTRACTORS AS REQUIRED. DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WIND'S01' V01- 1 ­1 f 6qo WI 839 VC_ 23 I't: 14 i 822/` 'W 838 38 L 823`' z ELECTRICAL TRANSFORMER & PAD WL 837 FOR 1000 AMPS/3 PHASE/4 WIRES 208V WL 824 I / END BIT. CURB (3' GAP) 3 " 2-4DIA. PVC UNDERGROUND SECONDARY � DRAINAGE DETAIL �0 10 ELECTRICAL CONDUIT 1 "=5' 0 \ WL 836 4 TYP. STORM DRAIN TRENCH 141.0': 10 4, W 825 INSTALL NEW GAS SERVICE \ I I\ I I / I/I SEE ARCHITECTURAL DRAWINGS FOR FOUNDATION AND UNDERGROUND / PERF. DRAIN PIPES POAG & MCEWEN LIFESTYLE CE TER - CONNECTICUT, LLC TEMPORARY DRIVEWAY EASEMENT IN FAVOR OF POAG & MCEWEN LIFESTYLE CENTERS, INC. �\ AREA=5,989t S.F. 1 o trj TFB:129.8 N�i I i 131 I I I jl M H ti C i39.0 RECEIVED LEGEND AUG 212006 -s- EXISTING UTILITY POLE PROPOSED UTILITY POLE SOUTH WINDSOR PLANNING DEPT. _ =1771= = EXISTING CATCH BASIN AND PIPE -- =`�-- PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE - _rQ,\- = - CVICTIAI/� C`AAIITAM\/ \/AAII 10 r- AAIn MlMr- LA0I IIVV OMIN IHfC I PAtA1N lVLL /11VU rlr r- --G'- PROPOSED SANITARY MANHOLE AND PIPE s SANITARY LATERAL - w WATER LATERAL - E - ELECTRICAL/TELEPHONE/TELECOMMUNICATION CONDUIT - G - GAS SERVICE LATERAL PROPOSED SANITARY CLEANOUT - - REGULATED AREA INLAND WEILANOS DUMPSTER PAD - -14-0- - EXISTING CONTOUR - - PROPOSED CONTOUR x1395 EXISTING SPOT GRADE XI39.5 PROPOSED SPOT GRADE mnpnilI WITH ('II I 0.5 WL 835- CONTRACTOR TO PROVIDE & INSTALL 3 2-4" DIA. PVC UNDERGROUND PRIMARY ELECTRICAL CONDUIT \ ° o ` \ \� 826 i Q 10 2-4" DIA. PVC TELEPHONE CONDUIT 1 Q 2 N If 1-4" DIA. FIVC TELECOMMUNICATION CONDUIT 1 F W i -:'L�G ;L_N 1-VALI , LL.; I"ION. D 67 �6'3'F \�� W 827 RESET POLE BY OTHERS (N.I.C.) 1.0 0► 62000 Q NEW CB w - '� a - _ i40. 7 � VV .: L TC 139.66 ' I \a r u I nMrcO) B 139.16 � O S - A Q0 OC) G G- \ \ WL 3 WL 831 c°,`4s TC F138.70 PROPOSED 13820 2`SO10NS c W P 83 ITC I UFFIC `V L'VnINGSPA 139 95 C 139.71 \T �C v 9 2U ' �0 4" TO ADAPTER ' 139.53 L 8 2 B 01 S. F eAs FF 4�• % 6T 5' OUTSIDE TSIDE BU)G 1 \ \C EMINV./ ENT E�.53 ® BLD :130.21 \ �\ 0.75 41.0 1 8.7 38.2 262 C 140 1 1 0 139.00 1 7.90 B 11 q4q 140.21 TC �w 11 E 'C' CATCH BAS rr an a� / _ qN 139.71 BC , B 140.Ov 62004 35 NFILTRATION ASI ?� � Z [1100t S.F.] 139.69 `' CIO BOTTOM:138. PRECAST 12 a CONC. 139.53 2� MANHOLE 10 139.69 H 40.55 C 140.0 B \ \ TF:13 5 C �0 J INV:12 13 i1 39. moo. 139.00 SEE D TA � • '/ �1/ CD o \ H 139 X) �c^G, 2" GAT r*I CD o y Z VALVE - 3' WID 1 45 S NE LEA OFF 139.25 / wv �/ P AG & MCEWEN IFEST(LE CEN RS_ ,IU 141. CONNECTKUT, LLC /N6).,6,1 R T FIN CTILID tis�WATERS V,/ , �• TO STORMWATER / 1.3' 10 SYSTEM & ;/ g / / �6) w , � �� 53 xl DETENTION BASINS / ��` 57 W BY OTHERS (N.I.C.)/ 2" URB OP 7 E SNOPS � // VALVE • N224346'Ej R GREEN W 139.50 hv�a°.l AO / NRAniMr. AT PROPFR TY A rNF To RF I COORDINATED WITHP6/AG & MCEWEN'S ENGINEERS & CON_ FACTORS AS REQUIRED. l MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. 132-100, YEAR 1991, SHEET NO, 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3001 1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN STATE OF AND CONFORMING TO HTICUT" AS ENDORSED ORIZONTAL ACCURACYBY THE CLASS Aa2NANDCUT VERTICALCIATION OF LAND ACCUR ACCURACY CLASS TSURVEYORS, INC. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, 12882 RICHARD P. MARTEL LIC, No. 20 GRAPHIC 10 S20 CALE 40 Tel. 860 • 291 • 8755 Fax 860 • 291 • 8757THE e s i g n 9fr1ofessiona s inc 9 TOPOGRAPHIC PLAN RAM RAM ( IN FEET ) 1 inch = 20 ft. DESIGN: RLB DRAWN.• RLB CHECKED: GBS � I civil engineers* planners Surveyors landscape architects gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 RAM JOB No.: 1290 DATE. 4/26/04 BY DRAWING NO.: 1290-6. dwo v TEMPORARY GRADING/CONSTRUCTION EASEMENT TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR (1525t S.F.) EXIS I ING GASLINE EXISTING WATER LINE DISCONNECTED & ABANDONED IN PLACE IN PHASE 2 LIMIT OF 80' REGULATED AREA 7 INSTALL NEW 2" DOMESTIC WATER SERVICE 10 LINE IN ACCORDANCE WITH LOCAL UTILITY COMPANY (K COPPER) NEW WATER SERVICE TAP BY WATER COMPANY - 2" CORPORATION VALVE PROPOSED BUCKLAND ROAD PEDESTRIAN CONCRETE SIDEWALK BY OTHERS, (N.I.C.) LANDOWNER: DINH HOANG LUU & TRANG THONH NGUYEN 2V7 BULKLAINU RVAD SOUTH WINDSOR, CT 06074 APPLICANT. VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644--3334 NOTE: PROPOSED DEVELOPMENT TO BE KNOWN AS 200 HEMLOCK AVENUE UPON COMPLETION. DEPENDENT RESURVEY PREPARED FOR: VISION'S Sal L ON & S1DA 207 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT GENERAL GRADING & UTILITY NOTES Construction Sequence 1. This drawing is intended to describe grading. Refer to Sheet 5, Layout Plan for general information and layout. 2. Coordinate all work with Town of South Windsor staff. 3. Meet with Town Staff for pre -construction meeting prior to any construction activity. Flag limits of clearing for the project. 4. Install erosion control measures. Contact Town for inspection. 5. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities durina construction. 6. Throughout the construction process, silt fences are to be used for the control of storm -water runoff. These will be temporary in nature and will need to be established, maintained, moved, and removed at multiple locations throughout the site as construction conditions warrant. 7. Strip topsoil from areas disturbed. Use silt fence ':o control runoff. 8. Install utilities and drainage system. 9. Install base and compact. 10. Loam and seed disturbed. areas to grow as soon as practical during the construction process. 11. Begin construction of building and site. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area b) Onsite soils will generally be defined as OSHA Type C. This would require excavations, which are not shored and exceed 5 feet in heights, to be cut back to slopes of 34' from the horizontal (1.5H:1V), or less. c) Controlled Fill, Backfill of Excavations for Footings and Walls, and Fill beneath Slabs on Grade - Please refer to Geotechnical Engineering report by Dr. Clarence Welti, P.E., P.C., dated May 6, 2004 for recommendations for Controlled i CLII 11%Q--.. R.,..L�:II F excava1:_ s.,_ �- _1c_ __ and _ d)� Grade�areas,I install fill las Irequired,l�install stairs and retaining walls, and grade to driveway sub -grade. Remove rock and subgrade material as required. e) The Contractor shall compact fill under all parking, new drives and sidewalk areas to 95% of the maximum dry density as determined by ASTM D1557 (Modified Proctor Test) in 8" lifts, or as directed by the Engineer. Any loose areas discovered while proof -rolling shall be excavated and backfilled with structural fill at no additio-al cost to Owner. No rocks greater than 2 inches shall be placed within 12 inches of proposed subgrade. f) Install utilities. Deep utility trenches, including storm and sanitary sewers and -.&-.4 L L iL _ t _ �_ _ _ i i• i relu1.eU structures 1110y require Lne use of sealed sneer pilings to permit de -watering of the excavations by pumping. The bedding materials for utilities and related structures should be with 3/8" crushed stone. g) Construct building. h) Install pavement for driveways, walks, etc. 12. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 13. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. Ail ear then areas will be grassed except as shown on 'the landscaping plan. 14. Re-establish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 15. The first course of pavement to be installed as early as possible during the construction process. 16. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 17. Install landscape plants. 18. Final clearing of erosion and sedimentation controls and storm drain structures. 19. Remove tree protection and temporary erosion and sedimentation controls. 20. Accessible routes shall connect buildings, facilities, elements, spaces, parking, passenger loading zone, public streets, and sidewalks. Accessible routes' slopes shall be 1:20(5%) or less and the cross slopes shall not exceed 1:50(2%). Changes in levels shall not be greater than 1/2 inch, and slopes shall not be greater than 1:20 unless ramps or lifts are provided. Accessible exits must be clearly identified on the floor plans and the site plans. UTILITY NOTES: 1. Coordinate all Site Utility installation with Owner's Representative, the Town of South Windsor and the respective utility company. 2. Ut", :-y connection design as reflected on this plan may change subject to utility company and Town of South Windsor. 3. Proper coordination with the respective utility company shall be performed by the Contractor to ensure that all utility companies and town standards for materials and construction methods are met. 4. All utility construction is subject to inspection prior to approval for backfill, in accordance with the appropriate utility company and/or Town of South Windsor requirements. 5. All disturbance incurred to town property due to construction shall be restored to its previous condition or better, and to the satisfaction of the Town of South Windsor authorities. 6. The Contractor shall visit the site and v ,rify the elevation and location of all utilities by various means prior to beginning any excavation. Test pits shall be dug at all locations where sewers cross existing utilities, and the horizontal and vertical locations of the utilities shall be determined. The Contractor shall contact the Site Engineer in the event of any unforeseen conflicts between existing and proposed utilities so that an appropriate modification may be made. 7. All pipes shall be laid on straight alignments and even grades using a pipe laser or other accurate method. 8. The Contractor shall compact the pipe backfill in 8" lifts according to the pipe bedding details. Trench bottom shall be stable in high groundwater areas. A pipe foundation shall be used in areas of rock excavation. Storm sewers may be placed prior to placing fill. 9. Electric and telephone services shall be installed underground from pole. The Contractor shall install and backfill 2-4' PVC conduits for telephone service, 2-4" PVC conduits for electric service primaries, and 2-4" PVC conduits for electrical secondaries (schedule 80 under pavement, schedule 40 in non pavement area). Services shall be installed in a common trench with 12" clear space between. Minimum cover is 36" on electrical conduits, and 24" On telephone and cable conduits. Services shall be marked with magnetic locator tape and shall be bedded installed and backfilled in accordance with CL&P and SNET Co. standards. Galvanized steel electrical conduit shall be used at pole and transformer locations. Install handholes as required. 10. Contractor to provide sleeves under footings for utility connections. 11. The Contractor shall arrange and coordinate with utility companies and the Town of South Windsor for work to be performed by utility companies or by the Town of South Windsor. The Contractor shall pay all utility fees and repair pavements as necessary. 12. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians consisting of drums, barriers, signs, lights, fences and uniformed traffic persons as required, ordered by the Engineer or required by the local governing authorities. 13. 2" potable water service shall be disinfected to meet local governing authority's requirements. Fire service not required. 14. Street excavation permits must be taken out for each lot by the contractor before the installation of the driveways and water services. o u 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. NOTE: GRADING AT PROPERTY LINE TO BE COORDINATED WITH POAG & MCEWEN'S ENGINEERS & CONTRACTORS AS REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR FOUNDATION AND UNDERGROUND PERF. DRAIN PIPES NSF POAG & MCEWEN LIFESTYLE CF CONNECTICUT. LLC TEMPORARY CONSTRUCTION AND GRADING EASEMENT iN FAVOR OF POAG & MCEWEN LIFESTYLE CENTERS, INC. -"---�� AREA=5,989t S.F. 6 12-27-04 REVISE UTILITY LOCATIONS RAM REVISIONS 5 12-07-04 PER TOWN COMMENTS RAM 4 11-17-04 REVISE WATER LINES, AS -BUILT INFO FOR UTILITIES RAM 3 7-30-04 ADD SIDEWALK RAM 2 7-22-04 PER TOWN COMMENTS RAM 1 7-15-04 PER TOWN COMMENTS RAM NO. DATE DESCRIP71ON BY ce 1F:129.8 61: ki WL 8 \\ ^ 00 /\�WL 839 N822 DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128PG114 W 838 L 823 WL 837 \ WL 824 \ WL 836 141.0 o \ o W 825 o \ o � � Yp � 140.00 f L-,, o COORDINATE TRANSFORMER INSTALLATION W CL&P ELECTRICAL TRANSFORMER & PAD FOR 1000 AMPS/3 PHASE/4 WIRES 2081V 3 2-4" DIA. PVC UNDERGROUND SECONDARY 10 ELECTRICAL CONDUIT ELEC. SECONDARY /- 3 HVAC CONDENSERS 4 TYP. STORM DRAIN TRENCH X 10 INSTALL NEW GAS SERVICE COORDINATE WITH CNG & ENGINEERS Li i • .1� �� .♦ ® * _ ♦ ♦•L_834 EVERGREEN WALK. LLC SEE DETAIL f �A LEXIST. IJORI SEWER B FL 131.6a ♦` FIELD VIER 61 N ptZ6A 138. T 138 E 1 7.90 11 T E 'C' CA 10 ET- �♦ 0 2 PROPOSED 1 ar., _ 2~ Uns�� �,�iON.S SKY a, OFFI CU N & SPA ,�� 140.45 TC 9040B2K� //Vc 139.9 BC 13 v 4" TO d�" ADAPTER '�W eAs FF.' S' AT 5'/OUTSIDE BLDG `Q NEW s EL: y,307,5 PHASE II NSW WA 7zw l ` vPCB TF.139 10 ' INV.133.27 SAN 1 V.0 - 1 (6"):135.90 IG:13 .21 `.� 139 PCB W/TRAPHOOD TF:137.00 INV:132.50 • •A ;�. `I, P AG & MCEWEN \FESTYLE CEN S- / ,> CONNEC UT, LLC /�V6 j,�s • 1 TO STOMR SYSTEM & DETENTION BASINS BY OTHERS (N.I.C. / T �SHOP � 4 EV�RG � /i �N WA�•K NOTE: / GRADING AT PROPERTY LINE/BE COORDINATED WITH POAG & MCEWEN'S ENGINEF�r & CONTRACTORS AS REQUIRED. u MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER,* PROJ. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 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 - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. I�IIIV VAN 1139.71 IBC B2004 PHASE II �> o PCB 1PN0pR� TF: 10 IN (15" OUT):133.1 V(6- IN):135.90 1 '70 ao 139.53 ANTINIZANN EWA CWO 139. Q DRAINAGE DETAIL 1 "=5' LEGEND �- EXISTING UTILITY POLE PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE --Q-� PROPOSED SANITARY MANHOLE AND PIPE - s -- SANITARY LATERAL - W - WATER LATERAL - E - ELECTRICAL/TELEPHONE/TELECOMMUNICATION CONDUIT - G - GAS SERVICE LATERAL o PROPOSED SANITARY CLEANOUT REGULATED AREA • INLAND WETLANDS ® DUMPSTER PAD - 4Q- - EXISTING CONTOUR -01V- PROPOSED CONTOUR X139.5 EXISTING SPOT GRADE X139.5 PROPOSED SPOT GRADE pQ PROPOSED WATER VALVE DCONTRACTOR TO PROVIDE & INSTALL 3 2-4" DIA. PVC UNDERGROUND PRIMARY ELECTRICAL CONDUIT 10 2^-4" DIA. PVC TELEPHONE CONDUIT 1-4" DIA. PVC TELECOMMUNICATION CONDUIT M n N. RESET POLE BY OTHERS (N.I.C. NEW CB WL 32 (BY OTHERS) WL 8 \ \WL�831 q. .r Ull I Q 7 ! 71� � •136.50 -. 139.53 r �� A`82P � r � t ! T A T J141.01 1'► LF 6" DS PIPE SOLI) S= .0% h 1 -I :13 6 / RF ATE NFILTRATION B SI DS PE Z [1100f S.F.] SO BOTTOM:138.0 0 - 6' DS E ( UD) o 1= .0% 14 .0 �rV -- WV Tei. 860.291 • 8755 M Fax 860 291 875720 TOP(MI IWA � „ •, w „ GRAPHIC SCALE a o o ,o zo 10 es�n rofssionals, inc. --- ( IN) ■ civil engineers • planners surveyors DESIGN. RLB 7RAWN.• RLB CHECKED. • GBS 1 inch = 20 it. • landscape architects gis gps JOB NO.: 1290 DATE.• 4126104 • 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1290-6.dw4 TEMPORARY GRADING/CONSTRUCTION EASEMENT TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR (1525t S.F.) EXISTING GASLINE 7 INSTALL NEW 1" DOMESTIC WATER SERVICE 10 LINE & CONNECT TO EXISTING SERVICE AT POINT INDICATED LIMIT OF 80' REGULATED AREA 7 INSTALL NEW 1" AND 2" DOMESTIC WATER SERVICE 10 LINES IN ACCORDANCE WITH LOCAL UTILITY COMPANY (K COPPER) NEW WATER SERVICE TAPS BY WATER COMPANY - 2" CORPORATION VALVE PROPOSED BUCKLAND ROAD PEDESTRIAN CONCRETE SIDEWALK BY POAG & MCEWEN (N.I.C.) LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 APPLICANT: VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644--3334 NOTE: PROPOSED DEVELOPMENT TO BE KNOWN AS 200 HEMLOCK AVENUE UPON COMPLETION. DEPENDENT RESURVEY PREPARED FOR: VISION'S SALON & SPA 207 BUCKLAND ROAD SHEET 6 / Irk LIGHTING LEVELS VEHICLE ONLY Average fc: 2.02 Max. fc: 5.2 M in. fc: 0.6 Ave/min: 3.37 Max/min: 8.67 PEDESTRIAN/PARKING Min. fc: 0.6 HOOD CAST ALUMINUM. HINGES OPEN FOR RELAMPING. REFLECTOR SEGMENTED TYPE 3 LIGHT DISTRIBUTION WITH VERTICAL LAMP DISTRIBUTION. STRUT (2) CAST ALUMINUM LENS CLEAR ACRYLIC BALLAST HOUSING POST TOP FITTER ALUMINUM CAST SLIPS OVER 4" O.D. POLE SECURES W/(6) S/S SET SCREWS. :, u I I IN 1011 u wey, .1V3-• BLACK CATALOG NUMBER: PRMS V3 04A-1334 FINISH: POLYESTER POWDER COAT COLOR:BLACK LAMPING: T6 LAMP TYPE: MH T6 SOCKET: G12 WATTAGE: 150 VOLTAGE: 277 ALL BALLAST ARE HPF CONSTANT WATTAGE, —30 DEGREE STARTING. ALL SOCKETS ARE PORCELAIN, PULSE RATED 4KVA. LEVELING NUTS AND WASHERS MUST BE INSTALLED UNDER ALL BASES. THIS FIXTURE MUST BE GROUNDED IN ACCORDANCE WITH LOCAL CODES OR THE NATIONAL ELECTRICAL CODE. FAILURE TO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. Luminaire Schedule Project: All Projects Symbol Qty Label Arrangement Lumens LLF 8 A SINGLE 14000 0.75C MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROS, NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT — DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. Z -< 01111 ' 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY zz 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 7-30-04 PER TOWN COMMENTS - ADD SIDEWALK 1 7-15-04 PER TOWN COMMENTS NO. DATE DESCRIPTION GRAPHIC SCALE 20 0 10 20 40 RAM ` IN 1''E l' , RAM I inch = 20 & BY Tel. 860.291 • 8755 Fax 860.291.8757 esign rofessionals, inc, civil engineers • planners *surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LiCHTING PLAN DESIGN. RLB DRAWN. I CHECKED. • GBS ✓oe No.: 1290 DA rE. 4126104 DRAWING NO.: 1290-7. PREPARED FOR: VISION'S SALON & •. SOUTH l l l W1\ 11> 0I.9 CODMICnICUT N SHEET 6 LANDSCAPE PLANTING SCHEDULE QTY KEY SCIENTIFIC NAME TREES: 4 AF ABIES FRASERI 4 AG AMALANCHIER X GRANDIFOLIA 2 AS ACER SACCHARUM 'LEGACY' 1 BP BETULA PLATYPHYLLA 'JAPONICA' 5 LS LIQUIDAMBAR STYRACIFLUA 3 PA PLANTANUS X ACERIFOLIA 'BLOODGOOD' SHRUBS 1 BD BUDDLEIA DAVIDII 'PINK DELIGHT' 2 BIG BUXUS 'GREEN GEM' 31 CA CLETHRA ALNIFOLIA 'ROSEA' 1 CE CORNUS 'ARGUENTEO—MARGINA.TA' 74 IC ILEX CRENATA 'GREEN LUSTER' 7 IV ii FX VFRTIf`I II I ATA 'NI ANI A' Y^ 10 JC JUNIPEROUSvCONFERTA 17 JH JUNIPEROUS HORIZONTALIS, VAR. 10 RCP RHODODENDRuN CATAWBIENSE, VAR. 8 R(_W RHnnnnENDRnN CATAWBIENSE, VAR. PLANTS 104 HS HEMEROCALLIS 'HAPPY RETURNS' 20 LSP LIROPE, VARIETIES 12 HSE HOSTA SIEBnInIA►.IA 'C71 f7(_'Ah1Q' /'L. t�l_VFIiVJ COMMON NAME FRASER FIR 'AUTUMN BRILLIANCE' SERVICEBERRY 'LEGACY' SUGAR MAPLE WHITE SPIRE WHITE BIRCH FRUITLESS SWEET GUM LONDON PLANE TREE PINK DELIGHT BUTTERFLY BUSH GREEN GEM BOXwnnn PINK SUMMER SWEET CREAM —EDGE TARTARIAN DOGWOOD GREEN LUSTER JAPANESE I:3LLY DYY'ARF YYI V IERBERR I HOLLY BLUE PACIFIC JUNIPER PRINCE OF WALES JUNIPER PINK HYBRID RHODODENDRON VIHYBRID RVUr 1IVL_ HVUNUMVN HAPPY RETURNS DAYLILY WHITE LILY TURF ELGAINS HOS 1 A SIZE I TYPE I REMARKS I HEIGHT AT MATURITY 8' HT. B&B PLACE AS SHOWN 30' (20' SPREAD) 1"-1 1 /2" CAL. B&B TREE FORM 15'-20' (15' SPREAD) 3" CAL. B&B PLACE AS SHOWN 40' (25' SPREAD) 2" CAL. (MULTI —STEM) B&B PLACE AS SHOWN 15'(15' SPREAD —MANICURED) 3" CAL. B&B PLACE AS SHOWN ( 60' 1`40' SPREAn) 3" CAL. B&B + PLACE AS SHOWN 170' (60' SPREAD) 24"-36" HT I CONT. I 5' O.C. 6' (6' I SPREAD) 1 5"-1 R" III Cn V 1 . 3' n.I". L—,5' `.5' SNKLAU) 36" HT CONT. 5' O.C. 5'-6' (6' SPREAD) 24"-36" HT CONT. 6' O.C. 6' (6' SPREAD) 18"-24" HT CONT. 3' O.C. 3' (3' SPREAD) 12" H T CONT. 3' O.C. 12" (3' SPREAD) 18"-24" SPRD CONT. 5' O.C. 2' (6' SPREAD) 18"-24" SPRD CONT. 5' O.C. 12" (6' SPREAD) 24"-30" HT B&B 6' O.C. 6' (6' SPREAD) 24"-30" HT B&B 6' O.C. 6' (6' SPREAD) 1 YEAR GROWTH CONT. 24" O.C. 1 (6' SPREAD) 1 YEAR GROWTH CONT. 18" O.C. 16' ( SPREAD) 2 YEAR GROWTH INo. 1/POTI 24" O.C. 6' (6' SPREAD) GROUND COVER: LAWN OR BARK MULCH FOR PLANTING BEDS SUPPLEMENTAL PERENNIAL/ANNUAL FLOWER BEDS TO BE PROVIDED BY OWNER GENERAL LANDSCAPE NOTES 1. ALL TREES WITHIN ISLANDS, SHALL BE SHAPED OR PRUNED AS REQUIRED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD. UNHEALTH OR POORI Y '�HAPFn FYIcTINC; TREES SHALL BE REMOVED FROM BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILIZED 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: 4.50 LBS PER 1000 S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 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%-20% B. COARSE 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/MEDIUM SAND - 55%-65% C. FINE TO VERY FINE SAND - 15%-35% D. SILT - 10%-20% E. CLAY - 15%-20% 11. 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). B. FERTILIZEP SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. M ROOT BY NOVOZYMES BIOLOGICALS, INC. (800) 342-6173. PLACE APPLICATION RATE PER MANUFACTURER'S RECOMMENDATION FOR EACH TREE & SHRUB. MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1 "=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 13, SCALE 1"=20', DATED 1/15/04 BY DESIGN PROFESSIONALS, INC. nz 1 n u z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. -- REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 11-17-04 GENERAL REVISIONS RAM 2 7-30-04 ADD SIDEWALK - ADJUST LANDSCAPING RAM CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 7-15-04 PER TOWN COMMENTS RAM NO. DATE DESCRIPTION 8y OF THE PROFESSIONAL ENGINEER/SURVEYOR. N\F POAG & MCEWEN LIFESTYLE CENTERS- CONINECTICUT, LLC NF POAG & MCEWEN LIFESTYLE CENTERS- \ CONNECTICUT, LLC LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 APPLICANT: VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644-3334 DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128 PG 114 - PROPOSED - RAIN GARDENS GRAPHIC SCALE 20 0 10 20 40 i IN FEET ) i inch = 20 & PROPOSED NEW TREEI INE e Tel. 860.291 • 8755 ® m Fax 860.291 • 8757 ign rofessionals, inc. o civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 INTERIOR LANDSCAPING FOR PARKING N\F EVERGREEN WALK, LLC ,WN P LANDSCAPE RIVER ROCK/PEBBLES /) INFILTRATION BASIN/ [1747t S.F.] /—MOUNDED LAND AF ISLAND (TYP.) / PA LN!DSCAPE LA_NI DES/GN.• RLB DRAWN.• RLB I CHECKED., RLB ✓os No.: 1290 DA TE.• 4126104 DRAWING NO.: 1290-8. dwa EDGE OF PROPOSED ROAD WIDENING 8' ROAD MEDIAN S) LIMIT OF 80' REGULATED AREA MEDIAN PLANTINGS (BY OTHERS): * FOUNTAIN GRASS * WINTER CREEPER * DAFFODILS/CROCUS/TULIPS * DAYLILIES * BLACK -EYE SUSANS * FLOWERING THORNLESS HAWTHORNE .PROPOSED BUCKLAND ROAD PEDESTRIAN CONCRETE SIDEWALK BY POAG & MCEWEN (N.I.C.) PREPARED FOR: SHEET VISION'S SALON & SPA 8 207 BUCKLAND ROAD SOUTH WUMS® 2 GENERAL EROSION & SEDIMENT CONTROL NARRATIVE Introduction: The site is located on the west side of Buckland Road in South Windsor, Connecticut, and contains a total of 0.92± Acres and a total disturbed area of the total urea of 0.92t Acres. Proposed Development The construction of a new retail/office building is proposed for the Owner. There are minimal wetlands and the project is not within the flood plain. The major erosion control concern on the project is for the protection of the adjacent wetlands off -site and the ad incent ronrlq nnri nPW ri,QvalnnmAn+ frnrn oor4irr,e►,+ Ir.., 4 ---- -�---—J---•-—�••.••- �.••.�.. •.v.. .wv .v. vI.r„IVI1. II v1I1 JVUIIIIGIII IVI.iUJ. Erosion Control fencing in con junction with the temporary sediment control at catch basins is expected to be vufficient to protect the adjacent wetlands and offsite concerns from construction activities. The site will also be stabilized as quickly as feasible during the construction process. The planned start date for construction is the beginning of Summer/Fall 2004. The planned completion date for construction of site work is Fall 2005. 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. Seeding and mulching disturbed areas as soon as practical during construction. 5. Limiting the size of the areas of disturbance during construction. 6. Installation of construction entrance pads, and sweeping of roadways as needed. 7. Maintenance of the above measures. The Maintenance schedule and requirements for the measures are listed below. The requirements stated are a summnry of the rrnnmramrmn+e nmr +hA ------ ---- ----•••••••-••J �-. _.- ....I...,,v.�,vi.�v VvJ Illy C+,,+o �1-r.�,t..r, n,.r.�r..I vt.ulc L.1VJIVII %.,onLIoI Manual. The Contractor will be required to meet all requirements of the "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, durinq and after pumping operations. Remove the sediment deposits when sediment reaches approximately on 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 he left clean n+ the end of each day Hay Bales: Hay bales as shown to be butted tightly end to end and staked in place using two 2"x2"x36" wooden stakes per bale. Hay bales to be placed so that string does not come in contact with the ground. Areas to be left bare for more than 15 days shall be treated with air dried wood chip mulch or seeded with perennial rye grass until final grading and stabilization is to take place (see landscape details 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 or Town Engineer or Environmental Planner, additional sediment & erosion control measures shall be installed to address field conditions. Any proposed r-InrInrioc +^ l.-I I<AIIy VJ +,in —I-- a {...appro V_f_ ll_e 1—._ -1 / 11 L1✓ LIIIJMullMUSu� DUUy LnEngineer 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 bi-annually. The sumps shall be cleaned when the depth of material within the sumpes reaches 1. The maintenance of the permanent measures will be the responsibility of the property owners. The contact for emergencies during construction would be the General Contractor and his designated contact. NOTES: 1. INLAND WETLANDS TAKEN FROM MAP REFERENCE NO. 2. 2. WETLANDS DELINEATED BY HIGHLAND SOILS, LLC AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DFVFI OPMFNT MAgTFRPI AN F\/FRhi?rFN wAl t< w�Rn_Q���I 1AIAI V I I rl �...-., a...•_.,vI, , ..i%"I,, 6. v�..nvl,t.._LoV rrnf-f\, SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 13, SCALE 1"=20', DATED 1/15/04 BY DESIGN PROFESSIONALS, INC. O�X n m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD - - -- REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 7-30-04 PER TOWN COMMENTS RAM 2 7-15-04 PER TOWN COMMENTS RAM CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE EAL AND ORIGINAL SIGNATURE IMPRES�PRFE 1 5-20-04 ADD SOILS INFO RAM NO. DATE DESCRIPTION BY OF THESSIONALENGINEER/SURVEYOR. NSF POAG & MCEWEN UFESTYLE CONNECMCUT, LLC 2 EACH DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL DUMP STRAP ---- 1' RESAR FOR SAG - REMOVAL FROM INLET SILTSACK® INLET SEDIMENT CONTROL DEVICE DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL 121 PG 690 VOL 128 PG 114 ­0 L 1.._ I N% J I L_ it I SOILS Ii EsA - ENFIELD SILT LOAM: NEARLY LEVEL, WELL DRAINED, MEDIUM TO MODERATELY COARSE TEXTURED EsB - ENFIELD SILT LOAM: GENTLY SLOPING, WELL DRAINED, UNDULATING, MODERATELY COARSE TO MEDIUM TEXTURED TSB - TISBURY SILT LOAM: GENTLY SLOPING, MODERATELY WELL DRAINED, MODERATELY COARSE TO MEDIUM TEXTURED NOTE: SOIL NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE. THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 20 0 10 20 40 EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. I inch-_�20 rt Tel. 860.291 • 8755 Fax 860.291 • 8757 esign rofessionals, Inc. i civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 18EDRAf MITAMON MD i'�l- RIO8UVitV l.l� OUV U IROL5 PLAN DESIGN. RLB DRAWN RLB I CHECKED. • GBS I/oe No.: 1290 DA 7F• 4126104 DRAWING NO.: 1290-9. dwa LEGEND: MMMMI" SILT FENCE BARRIER �IIENO SOILS LIMIT OF 80' REGULATED AREA LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 APPLICANT: VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SVUTH vA1INOevR, l.o I 06074 TEL. (860) 644-•3334 PREPARED 1' VISION'S SALON & SPA 207 BUCKLAND ROAD SaUIII W1 \ 11>sm. CONMICTUCUT SHEET 12 24' MIN Lj Li L3 I,aa Li 0-1 o0 0 0 E3 0 0 0 E3 1 13 0 E3E3 C3 13 6" CT D.O.T. 2" STONE TO BE PLACED z a0000a OVER FILTER FABRIC MATERIAL z 00013E3 E3 E NOTE: L0 D O D E3 E3 I SEE GRADING AND UTILITY O 13 Cf V 10 SHEET FOR PAVEMENT WIDTHS E3 E3 E3 o a E30oJ DO oao 00 oao aao EDGE OF PAVEMENT THRU-STREET ANTI -TRACKING APRON .T.S. STOPPER PROPOSED SANITARY SEWER PROPERTY UNE 1 6' Y BRANCH � I 6'-30' BEND EDGE OF PAVEMENT •`i 6' Y BRANCH ' STOPPER �•. .''.'•.'•''.':'%�� 6"-30' BEND CRUSHED STONE (WHERE REQUIRED) NOTES: WOOD 2'x 2' STRIP TO BE JOINTING MATERIAL IN ^'� _----CONNECTION TO 8E SAME 1. ALL BUILDING CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. CARRIED FROM SEWER TO----, AS MAIN SEWERS MIN. AND CARRIED TO THE EDGE SURFACE OF GROUND AS SPECIFIED BY THEEC ENGINEER. 2' F PARENT ORIPROPERTY LINE 6" Y BRANCH TYPICAL SANITARY SEWER CONNECTION N.T.S. TRENCH WIDTH TO BE PAVEMENT OR MINIMUM OF 3' GROUND SURFACE H6•-0' MW. I WATFR MAINS "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. PIPING TO BE RESTRAINED WITH ROOTING OR RETAINING GLANDS WATER SERVICES 4" THROUGH 8" (IF REQ'D N.T.S. 3/4' THREADED RODS W/NUTS AND WASHERS 2e TYPICAL LENGTH 12' LEN GTHALL ITWASHER LACING RODSRECEIVE TWO -COATS OFYE BOLTS RUST INHIBITING PAINT AFTER ASSEMBLY EBAA IRON INC. SERIES 800 PUSH ON JOINT PIPE ANSI/AWWA 1 L RETAINER GLAND OR C151/A 21AI-80 0.1. CUSS 54 APPROVED EQUAL TEE 80LTS/NUTS, SEE DETAIL-}_ M.J. FITTING ANSI/AWWA C110-77A 21.1� SET M.J. FOLLOWER CLAN AND WITH BOLTS. © M.J. RETAINER GLAND M.J. RETAINER • GLAND VSE EYE -BOLTS, NUTS &WASHERS YuoncT occTRA/NT-REc_TRAINED o2 PUSH -ON JOINT RESTRAINT USING 1ntNT METH(H3S MECHANICAL JOINT RETAINER GLANDS AND LACING (I)MECHANICAL JOINT RETAINER GLANDS ©PUSH -ON JOINT RETAINER GLANDS 18 TYPICAL RESTRAINED JOINTS 10 N.T.S. o 1 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 FINISH 7 10 ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT 5' UPSLOPE EXCAVATE A 6' 6" TRENCH FENCING TO THE . FOR STABILITY PEST UPSLOPE FROM POSTS. SILT END OF THE POST AND E_ FENCING CLEANING. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPAC BACKFlLLTED-\ CONSTRUCTION OF SYNTHETIC FILTER BARRIER LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED/ 48' MIN. 464 - P a.. :d : o 4 4 i2" MIN. Ur 6" MIN. BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL -"•'--PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. SAND (CT DOT M.03.02-2 FINE AGGREGATE) 2" K COPPER PIPE 3' SECTION WATER SERVICE TRENCH CURB BOX & OPERATING ROD A I T e- IN. I.J. STREET UNE CURB I. WALK rBRUMINOUS _ I ROAD SURFACE ROD PINNED TO VALVE TWO STREET ELBOWS ADAPTERS FROM IRON PIPE (SWING JOINT) THREAD TO COPPER TUBE USING COMPRESSION CONNECTION CORPORATION (INT_ BY METRROPOLITANN DISTRICT) CURB STOP BALL VALVE THREE PART UNION COPPER COMPRESSION CONNECTOR (IF NEEDED) 'K' X TYPE COPPER TUBING ADAPTERS FROM IRON PIPE THREAD TO COPPER TUBING USING COMPRESSION CONNECTION WATER MAIN 1" SERV&ICALLAP �2„ 80 21�. LINE TCAEPSTER N.T.S. THRUST RESTRAINT - LACING METHOD SPECIAL SHOULDER EYE BOLT IN SLOTTED HOLE LACING RODS !ACING RODS •o �0 REGULAR LYE' -DOLT I I REGUtM EYE -BOLT 4" JOINTS 6' & 8" JOINTS 10" & 12' JOINTS 3/4" LACING RODS• EYE BOLT MECRANICAI JOINT GATE OR FITTING PIPE SIZE No. LACING RODS 4%,"&8• 2 -3/4'e TO" & 12' 4 - 3/4•e • STANDARD LENGTHS ARE 6' & ICY. COUPLINGS MAY BE USED FOR LONGER LENGTHS. T 1. NUMBER OF LACING RODS IS BASED ON MkVMUM PRESSURE OF 150 P.S.I. IN MAN. 2. EYE -DOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL 3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 36,000 P.S.I. 4. EYE -BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF ?.ODD LBS. EACH. S. 3/4• LACING RODS AND EYEBOLTS ARE UNSUITABLE FOR PIPELINES 16 INCHES IN DIAMETER AND LARGER. RESTRAINT FOR 16 OUCHES AND LARGER PIPES MUST BE DESIGNED ON A CASE -BY -CASE BASIS AND APPROVED BY THE METROPOURW DISTRICT. MECHANICAL JOINT LACING DETAIL N.T.S. 19 STEEL BOLLARD 2 12-27-04 REVISE CONCRETE LIP CURB SECTION RAM 1 7-15-04 PER TOWN COMMENTS RAM NO. DATE D7SCRIPTION BY N.T.S. KEYED NOTES: Q/ 6" DIAMETER STD. STL. PIPE CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. (PAINT EXPOSED PIPE SAFETY YELLOW) (D FINISHED GRADE ELEVATION U3 24" DIA. CONCRETE FOUNDATION. USE SONOTUBE FORM. O 3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM & CENTER. Q SOLID UNDISTURBED SOIL O PROVIDE PITCHED, SMOOTH CONCRETE FINISH. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 4� NATIVE BACKFILL ... • SHALT. NOT CONTAIN ASHES, a• ;: s. CINDERS, SHELL, FROZEN " MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN Y IN MAXIMUM DIMENSION D' 41 CAUTION TAPE �---- A' SCREENED SAND 12" MIN N. `. CABLE AS SPECIFIED NOTE: 6"EMIN. °.,.:: COORDINATE WETH Iff MIN ELECTRICAL DRAWINGS. ELECTRICAL TRENCH N.T.S. STRAW BALE I. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A 2. PLACE AND STAKE STRAW STRAW BALE. I S IS BALES, TWO STAKES PER BALE. i! { 1 :=2 =': t� I BINDING WiRE OR TW4NE VIIII`STAKE c PACKED STRAW 0 PLAN VIEW COMPACTED BACKFILL 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW i THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE 1 { I{ i { r{ SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. I {f ((r{ t 1{ is OF THE BARRIER TO PREVENT PIPING. - 1 � r, 111 amh �(�P��i(�IY1� II�i�1911iiJ1 Ii��ll�ill�?) i(1�11�11l�II BOTTOM OF DRAINAGE WAY PLAN VIEW lI lll,1�/� ll BFT ��1\ it III►I iI !(� iI�(�I II, A NOTE: ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT CROSS SECTION POINT B. ri HAYBALE INSTALLATION � 10 N.T.S. TAPPING CATE VALVE TEST PLUG ON 7'-0' MINIMUM TAPPING SLEEVE TO BE ON TOP TAPPING ii TAPPING MACHINE TO BE SLEEVE S MOUNTED AND OPERATED MOUNTED i BY THE DI5IRK:T i3 ONWATERATER I w _ h�. CONCRETE THRUST BLOCK - 1'-0• MIN. CLEARANCE ALL AROUND VALVE FLANGE V-6' MAX. TO BE INSTALLED AFTER TAP IS MADE WOOD BLOCKING (MUST REMAIN) • 1'-0' WATER MAIN • PROTECT NUTS & BOLTS FROM CONCRETE N016 I. TAPPWO SLELV'E &TAPPING GLTE VALVE TO BE e+S &= ON WATER MAN 0Y THE CONTRACTOR THE OSTrACr YIAE TEST IN'SIAMAT%k1 PRIOR M LIAxMT,^. T.W. NO TAP W'LL BE MADE B MERE 5 NO TEST PLUG, 2. TAPPING LATE VALVE TO HAVE HWD a OPERATq'1 AS DIRECTED By THE OISIMOT. IF VALVE .0 OP OPEIRAT& IS NOT CORRECT NO TM YfAL UE WOG 3. TRENCH TO BE DDTATEREO ANO IN COMPLIANCE WITH OSHA REOUAMNTS FOR TRENCH EXCAVATION. TRENCHING REQUIREMENTS FOR MAKING 15 4" TO 12" TAP ON WATER MAiN (IF REO' N.T.S. 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1d4. FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION N.T.S. STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY SEE PAV :ENT DETAIL r L 12 Approved granular non-orgonle ba"I moterial Placed and compacted inone foot (max.) Iltt& '0*0 ' 0. Womhg tape Per Conn. General Statute willon 16-346, as amended, placed 12' O (min.) t 24' (max.) above the top ofthe Bank Run Grovel III , 0' placed and compacted .O . / In 6" loyem NO 3'Or Is larger than 1 1/2'. .. Material shill meet D.O.T. M.02M •' Pipe, as "Toed 1 PIP0. .'.. ED. 31e Crushed stone bedding material inQ'd rook excowtion or ae drrected by Q•• 'Q•4•' Q 4.Q'4 1/2 0.0. PIPE the enalneer. The material shall 'Q meet D.O.T. M.01.01.21 for 3/4" stone. Bockfll to centerline of Q Q Q Q a Q Q Q V Q Q 6" min.Pipe When using Polyethylene or A.B.S. pipe. SECTI 12' % 12' -•f rT� TYPICAL STORM DRAiN TRENCH A 1 `v 1 iA 4•-4" --�+ PLAN VIEW APPLICATION OF GRADE V-7 PVMT. CROSS- W m x a, zw=� O TIA O Z Z 0 _0 0�w Er Z_ 3 I�zil 3 O N.T.S. NOTES: 1; Al I EXTERIOR WALLS OF CATCH BASIN WILL. 8E FACED, PAC • 'D AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PROVIDED 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. S. 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 MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJETION SHALL EXTEND INSIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12". S. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS. 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. ALL CATCH BASINS SHALL HAVE 4' SUMPS TO MAXIMIZE SEDIMENT RETENTION. 11. TRAP HOODS SHALL BE INSTALLED ON ALL CATCH BASIN) RECtIVING RUNOFF FROM ASPHALT. -1'-1 5/8"--7 I^•'- 4'-8 3/4" ---i BRICK LEVELERS -� �� ---CLASS 'C' CONC. P OR PRECAST CONC. BLOCK l� -- 4'-4" - ---1 CLASS 'C' CONIC. 5.-4' SECTION B-B - SECTION A -A 3-5/8' NOTE: THRUST RE BLOCKS ANOT ACCEPTABLE METHOD r-TRENCH WITH OF THRUST RESTRAINT MOST SITUATIONS. AND Imo•-/--•iI WILL ONLY BE PERWTTEO IN SPECIAL CASES. 2s5 • STUD 8• MIN. TRENCH SHALL BE �E%I AVATED ICI FIRM MATERIAL IMMEOIAIELY PRIOR TO PLACING • A CONCRETE ELM SECTION l 3-WAY TEE 90• BEND a= _ s.''.^'LILY:. c� - xx�177 rs.'•T .r•yl:. i' O 6 �< • P.L9N ELM SHOULD ONLY BE 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. CONSTRUCTION OR 1/2" EXPANSION JOINT CONTROL JOINT / EVERY 20'-0- (MAX) OR / AS SHOWN ON DRAWINGS PROVIDE CLASS A CONCRETE (4000 PSI) WIDTH VARIES PLAN 4-10' TO FACE OF CURB WIDTH VARIES 6' 6" 1/4' t" 1/4'/FT SLOPE TO CURB 3 rTT:D XMLLT ed dal 444 .'•44 dA� -,q COMPACTEo SUBGRADf 5' CO�Cy SIDEWAU( 8" GRAVEL BASE SECTION 21 5" CONCRETE SIDEWALK 10 1 N.T.S. Tel. 860.291 • 8755 d:jc� Fax 860.291 • 8757 ©�� „ ��� sign w ►!Pofewchionals, Inc. DESIGN.- RL8 DRAW RAM CHECKED: CABS civil engineers • planners a surveyors MIN landscape architects • gis • gps ✓w NO.. 1290 DATE.• 4126104 165 South Satellite Road, South Windsor, Connecticut 06074 ORAWAIG NO.: 1290-11?&11.dwa uwl / sP CROSS•COUNIRY AWDTR1rrs TOPSOIL a SOD OR SEED APPROWD G?ANUTAR HOW NOTE: ORGANIC BAOLELL WATDM �. a•' '. . ' •. PLACED AND COWACTED N 1. SEE STANDARD OXTAIL FOR CLAY STOPS MM ONE FOOT (11 (WAX.) LIFTS 11ECESSARY PC H 46 a•.. 2. FILTER rAWJC MALL BE NlLVOVLTL CLASS 05 TO OF 61 SEC' WITH P µD TADS OF '. ''4 • ' WARN NG TAPE PER MR DA3 m 70 0.22AIL AND VAL .' C04M STAIUIE SECTION MEET MSHTU MM-% a• 16.345, AS AMENDED, PLACED • ._ �. IT (*L) TO 24" (WX) MOW ' .: .:: . ; •. ' • ' . TOP OF PPE. FILTER FAILRiC SEE NOTE . _ ' K,;• •y,y :`�� .'';. RIPE. AS SPECIFIED 1/2 .PPE._ ' ...� • ... + BROKEN TRAPROCK • 1/2 . � 4 6' 1RL '`• O.D.' F- I, SEt 110 PPE- IN GRIM WA7ER TYPICAL SANITARY SEWER TRENCH N.T.S. CONCRETE OR BRICK INVERT B B 11 -11J L 1--- --5 - FLOW SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16H0 C TOP STEP TO BE 4" BELOW FRAME of s1• V L 16"TYP PRECAST REINFORCED CONCRETE MANHOLE - ECCENTRIC CONE w LIJ 5" ALUM. iR STEP ¢ REINFORCED CONCRETE ! MANHOLE SECTIONS WITH w w "0 RING" JOINTS IZ 5" vWi A 4'-0" DIA A REINFORCED CONCRETE of m n MANHOLE BASE d z_ FLOW CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE APPROVED OWYER GATE B0X TOP SECTION GATE VALVE DIRECTION TO AS DIRECTED N.T.S. ^� REWIRED WATER �2-NOTCH OPENINGS a D COVER 2'-0•-TIN. EXTENSION STET/ AND EXTRA LONG CATE BOX BOTTOM SECTIONS WHEN TOP OF OPERATING NUT ON VALVE IS 4 1/V OR MORE BELOW GRADE APPROVED DWYER GATE BOX BOTTOM SECTION D.I. WATER MAIN V-D.1. WATER MAIN (CLASS 54) (CLASS 54) M.J. ENDS PATH RETAINER GLANDS. TYPICAL GATE VALVE INSTALLATION 12" & SMALLER .T.S. -3ROOM FINISHED PANEL ZTICAL SURFACE 1 /8" RADIUS FOOLED JOINT WITH SEALANT FOOL APPLIED BACKER ROD ;OMPRESSED TO 5/8" OF FULL )IA. OF ROD 'REFORMED JOINT FILLER 'ILL TO 1" BELOW THE SLAB ;URFACE (NON -IMPREGNATED CLOSED CELL BACKER ROD) PREPARED FOR: VISION'S SALON & SPA 207 Iou U C K L A N D l ®AD SOUTH WUNDSORP CONMlCTU ClUT SHEET 10 12 S 2 SURFACE COURSE T a STAMPED PAVER PATTERN + , s 1/CLASS J BASE COURSE 6" MT PAVEMENT 1' BARS EXPANSION JOINT W/SEALANTS 6" CONC. 6" 16-24 4" CONC. SUBBASE (top ndd botttoom - v CONC. SIDEWALK THICKENED EDGE-)4• 6" 1" RADIUS -: V .-.V y- - v 6* PROCESS STONE BASE COURSE P 4` � \\j CONCRETE CURB — CONCRETE r •ATE•:.'« j : ,• i .. .V .' PARKIN ;e:': .4L ."`F tz JAVD. sue -RASE NOTE: BIT. PVMT. ;•'" �1'� : ( �:� FINAL COLOR &i i I I VARIES T L v.. I T E PLANs• a/a• aHinaD crtwc 4V0D PSI CONCRETE SIDEWALK 4' BIT. CONCRETE I BASED_ON fTEID CONDITIONS PATTERN TO �A6T(LJT i��� —1 /d" R "' T' DUMMY GROOVE mucx A �e NTRAw._� .nat EVERGREEN WALK +• a I WITH WWF 6x6-W.4xW.4WWF t 6' CONCRETE CURBING oO;o oOO,°o o0 BITUMINOUS PVMT. 2% SLOPE 4• b ap 00 0 v 9 •• o••Oo WIDTH VARIES 4 4 SECTION a � d-?y,... r-a Q Ca .O• O O - .: ,... •.°..;..:::'. Q.O. d 9 9 . O °DO Q• . Cp0 •0 4 p0000 OC SE BIN NODS .: .a 4 '..y op -p9A o p ooQ.°Oo0•0 1. 9` J p O• b 9 fib° 0,10 1 2" SURFACE COURSE-BNUI I t/Y BASE °0 ; •• 00 e�e'�'+ETE CLASS 2 GONG, CLASS I 4000 PSI oo coo .00p .00�, Q;ooQ: o — o O;oo� ?o0 000: 000',0000; °oo b :Oo •o ;o o': ;O' 1_1/2. RISE t/4. PER Fr OR 1_1/2• NOTES FOR COLORED/STAMPED CONCRETE: _ CONCRETE SIDEWALK i i goo 1. IMPRINTING TOOL SHALL BE "NEW BRICK -RUNNING BOND PATTERN" AS , " WITH THICKENED EDGE o00 : 5" 4000 PSI CONCRETE SIDEWALK o o• AS DIRECTED SUPPLIED BY L.M. SCOFIELD COMPANY, LOS ANGELES, CA 90040 OR AN 4'- '_ 12" b WITH 6x6-W1.4xW1.4WWF 4 (?' •- °.:. . .:...:.: :::.:':•' .,' 6x6-W .4xW .4WWF �� ,. • 0 PARKING AREA 3. / / 6• PROCESS APPROVED EQUAL. ' " D SECTION ` ,2. GRAVEL SUB -BASE 00 / / tr-3/a causHEo STONE 2. COLOR HARDENER SHALL BE LITHOCHROME COLOR HARDENER, o'oo0aop0•0000'0000; 10" COMPACTED PROCESSED GRAVEL\�\ MANUFACTURE BY L.M. SCOFIELD COMPANY, LOS ANGELES, CA 90040 OR - .. AN APPROVED EQUAL. COLOR SHALL BE A-53 ARIZONA TAN. LITHOCHROME �''' ' °' b o b b BASE OVER COMPACTED SUBGRADE i _ COMPACTI� (BASED oN TIaD coNDIT1DNs) rr ANTiQUING RELEASE SHALL BE L.M. SCOFIELD COMPANY OR AN APPROVED �1 3/4" 8" 8 GRAVEL BASE .. FACE OF g" EQUAL. COLOR SHALL BE 4388 RUSSETT. TY-3 Y ­11 I 6" PROCESSED STONF RASE I A. CONC. UUNU a. Inc COLORED CVNCREIt SHALL Bt StALtD WIIH CEMENTONE CLEAR _ 12• / 00040. •; o O SEALER, "LOW GLOSS" AS MANUFACTURED BY L.M. SCOFIELD COMPANY OR 12" GRAVEL SUB -BASE - / GRAVEL awsE 24 3/4" AN APPROVED EQUAL. . ° R \�r\�r\�r\�r\�r\�r\�r �r\�r\�i 12• DEPTH AFTER COMPACTION—/8• 3/8• CRUSHED STONE PLACED IN TWO COURSES PLAN CONC. CURB COMPACTED EARTH ©R RKINO A;. AS —CC .TION 1 CONCRETE PAVER BAND 2 5" CONCRETE SIDEWALK W THICKENED EDGE P� 11 NTS 3 fi CONCRETE STRAIGHT CURB 4 BITUMINOUS CONCRETE DRIVEWAY 11 N.T.S. 11 N.T.S. 11 N.T.S. 4" STRIPE 3•-o•AWD P•ACCE ADA VAN ACC SSIBLE ADA ACCESSIBLE 9 HANDICAP ACCESSIBLE B'- HANDICAP ACCESSIBLE 16'-0' WIDTH 18•-0" WIDTH 4-- — — — 12' a•_p• 8•_O• I nga ,A, SIGN 'A'-ADA PARKING SIGN SIGN 'C-HANDICAP LOADING ZONE SIGN PARKING �"� �� 10 HANDICAP Al 9•• �`D SPAR tt PARKING SYMBOL SPACE 11 PARKING SYMBOL ADA DESIGN NOTES S GNA ERKING SIGN w ALUMINUM PANEL SIGN 4* WDE I. CONCRETE. 4000 P.S.L. 28 DAYS. MODEL DA-3 41 N1DE 9 3 4" 2 WEIGHT 300 LBS. AS MANUFACTURED FINISHED GRADE A PAINTED LINE (TIP.) PAINTED LINE (TYPJ 3. REINFORCEMENT, (2) #4 R.R. BAR. BY TAPCO OR X " APPROVED EQUL 9 -0" C-C 16'-0" 6" 4. (2) 3/4 HOLES CAST IN FOR ANCHORING. 16-°" 5. COLOR: BLUE EDGE OF 4' HIDE IV D.C. + 0 COLOR: BLACK CURB LINE ASPHALTIC 4• WIDE PAINTED LINES O TB• o.c. 45ANG 6 12"x6" I 2 U CHANNEL POST' CONCRETE PAVING OR LINES O 16' O.C. 45'ANG 4" WHITE 7" u ea PRECAST CONCRETE 7 9.•'-ee. 'VAN ACCESSIBLE' z of �i v •. •o ADA SIGNAGE — 1 2" EXPANSION JOINT PRECAST CONCRETE Q MODEL DA-24 0 CONCRETE WALK OR PAVEMENT � U PAINT LINE (TYP.} ++ wHEEL sroP 11 WHEEL STOP ((-- EDGE OF EDGE AS MANUFACTURED ASPHALTIC I ASPHALTIC CONCRETE •1 �� ASPHALTIC CONCRETE BY TAPCO OR _ Gnr.,nocrc T _n ,;_�, w000nvrn rn f 'A V'I`NGTYPICAL CROSS SECTION STRAIGHT SECTION nrr Qv ��LUAL 1 I 2 HANDICAPPED SIGN V I 1 !a HANDICAPPW SIGNS NOTE: o tO t:` T 1/ TYPE 'C REFERENCE r t1 E 'A' & V REFERENCE FOR SIGNAGE I I 12" SQ. CONCRETE CENTER 0M SPACE V I I CENTER ON SPACE e T7 N FOUNDATION I I CONCRETE SEE DETAIL Y � lY CONCRETE WALK I I �. 18'-0" \ 1 I W/BROOM FINISH \ I I W/� r COMPACTED SUBGRADE rT� TYPICAL ON -GRADE PARKING SPACE 6 HANDICAP ACCESSIBLE PARKING STALL 7 VAN ACCESSIBLE PARKING STALL 8 PRECAST CONCRETE WHEEL STOP 9 ACCESSIBLE SIGN POSTS 11 N.T.S. 11 N.T.S. 11 N.T.S. 11 N.T.S. 11 2' THICK SOLID PRECAST CONCRETE MASONRY CAP AS SPECIFIED m TO"OmSOMM*n PwOOw 1� ' W/OMDNO 7 1/2 to• COLOR SE1iOP PAN *% ARCNTECT SIGN 'A' .- SIGN C' 9" O YETTH AAp7 TATM ooNpIE1E TED TO 1d-Y 8'x8'x16' SPLIT FACE CONCRETE BLOCK ABOVE GRADE CONTRACTOR TO IT SUBMIT SAMPLES TO ARCHITECT PRIOR TTAtL Top,MAX AND BOTTOM TO CONSTRUCTION FOR APPROVAL. 1/2" PREMOLOEO EXPANSION JOINT FILLER 5 OATEN �I= SQUARE g 6aApp p� .� WITH SEALANT METAL TRASH IKtfPTAOla C--I s HT-6 S1L f of N CONTRACT INtQ) p PROVIDE SAM STOP MFITE TEXT AND W ►04T NO LCC10Iq xARCKARFI: ENCLOS RE WALL N W THICK CONCRETE SLAB Ow PROVIDE BORDERS I - . LAN +�TAOX roRR a H smL Rua D 6•x6"xW1.4xW1.4 WWF HANDICAPPED PASSENGER -� _ _ _ sT�• PARKING 6 s11n TtL1m Bt.VE LOADING BACKGROUND \ - - - s _D• e• 10' COMPACTED SUBBASE ZONE iV n V-0' 1'-D• ` r r 1'-0' BITUMINOUS PARKINQ AA*m ' REQUIRED VIOLATORS -- STATE PrIbAT tSTATE PERMIT- FINISH GRADE 1 2• EJI r r W THICR / CONCRETE SLAB 11 OAtE WIN urt�ATEWSUI No. py RIPE CLAMPS 9MEVIED TO MILL BE FINED REQUIRED VIOLATORS SEALI+ 04 DMS o 12'O.C. ` . 1 _ 1 TOP OF SLAB SIGN 'B' WILL BE FINED a + r 2 ' , TOP OF. TOP OF SLAB 1Y 'j do:t toato4:1 o,to is �T0 o so r:o.Qo PIPE 9lEM SCT N OdIgKTE '' < N RECEIIE 6AA1 CATE STOP NOTE �- N �.•.•'• ••: • - 4• LGIC. EXIDD 1/4• A80VE SIGNS SHALL BE 18 GAUGE d d i• • • e °Yd''2 •°yd'• • •WQ'•:•..°;`e°i:• •+Y� •:•.'•. wKamc M OPEN ua o m VAN ACCESSIBLE + FLAT SCREENED � �+ 3" 12' PROCESS STONED P05110X1 `• :.'.s HANDICAP (,OADING T. n 8"x8'xt6` STANDARD HOLLOW CONCRETE OUTDOOR USE AND MOUNTED r, w, 11-If r Oai6 BLOCK 60.0W GRADE, WITH HORIZONTAL ON U-CHANNEL PLACE PAINTED STEEL POST, MOUNTED •• /MALL FI° GROUT BLOCK JUST BELOW GRADE POSTS, BLACK DER WW JOINT REINFORCING AT 18" O.C. VERTICALLY z . AT PROPER HEIGHT PF3t STATEAM OW_ BRICK ADA PARKING SIGNAC.� REGULATIONS T» M pie ,.:.i COMPACTED SUBGRADE r D r SECTION 1'- CRErE FOOTING WITH (2) CONTINUOUS #4 RS. BA(ALL REINFORCING BARS TO 11K"lTRASH ENCLOSURE SE BE SET ON METAL CHAIRS) PARKING SIGNS PAVEMENT HANDICAP PARKING SYMBOL 12 8" CONCRETE DUMPSTER PAD 13 TRASH ENCLOSURE GATE 4 11 N.T.S. 11 N.T.S. 11 N.T.S. CTION N.T.S. N.T.S 11 11 . ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED �4 6. 4 PROTECTIVE 1 POST (TYPICAL) 18" CAST IRON GRATE COORDINATE FINAL DIMENSIONS Q' KITH OWNER & DUMPSTER c�90 �%� /-R•0•W SIZES TO BE USED. -O« BLOCK WALL q C! 02 P CONCRETE 1 s' A CK B• THICK CONCRETE or w SLAB o 1 �PRVF.� CURBING US I SLOPE NOT TO EDGE OF CONCRETE 18" CAST IRON GRATE ExcLEa 1:12 • MODEL 2718AG12N 4" g" --- DOWNSPOUT BY GENERAL CONTRACTOR H-20 LOADING WALL ANCHOR-COORD. WITH ARCH. DWGS. (TYP.) 0 0 '1 1i PERFORATED & WIDTH EXPANSION JOINT AT BACK OF VARIES CURB AND AT SIDEWALK LINE CAST IRON DOWNSPOUT BOOT N N LOCKABLE GRATE 4"-12" ZURN, j926A, 5•xe TO 4" DIA., NO -HUD CONNECTION, 24" HIGH CAT6E POLEES (TYP.) 1� ••�•-- 12--.•.� APP. z2' SLOP TO D AIN INLINE DRAIN - PVC BODY 7" MIN SIDEWALK EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. GR`tBADE 1/4" ER 1' 1- BY NYLOPAST OR APPROVED EQUAL CORRUGATED PIPE - - -' - - - SLOPE NOT TO EXCEED 112 EXPANSION JOINT s IN WALL PROVIDE 15" WATER —TIGHT RAMP GRASS GRADE 12" HDPE a GRASSN 4"x4' BEND o GASKETED ADAPTORS VIA TEE OR EL W o 3 M I N. 4'x6• INCREASER ca z x W a ¢ I 13'— 4" MAX FL W 6" PIPE -LENGTH AS REO'D-SEE —� — • — • BITUMINOUS CURB LINE DRAWING FOR BURIAL DEPTH w 15" HDP N CA MONOLITHIC CONCRETE ..B.O.W. �' 6' STORM OUT TO SYSTEM o BUILDING 0 1._D" 6 MIN URBING TOC. FOUNDATION POINT OF CONNECTION TO STORM 8'x6" EIGHTH BEND DRAINAGE SYSTEM ON SITE a 1'-0 10" BIT. CURB (TYP.) 1 -3" 7'-4" V-O" (BOTH SIDES) FINISHED PAVEMENT LEVEL NOTE: 6'-3" 9'-4" CONTRACTOR TO PROVIDE ALL PIPING DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHOWN TO CONNECTION POINT APP. 5'-0' TYPICAL INSTALLATION SHALL BE AN INTEGRAL PART OF THE RAMP SURFACE SHALL BE FROM BLDG. PIPING TO BE STANDARD WEIGHT DESIGN, NO DRAINAGE STRUCTURE SHALL BE TEXTURED AND NON -SLIP. CAST IRON. PLACED WITHIN THE LIMITS OF THE RAMP. NOTE: STORM CLEAN OUT COVERS SHALL BE EQUAL TO ZURN MODEL Z1474 OR EQUAL 15 TRASH ENCLOSURE PLAN 16 AREA INLET YARD DRAIN r17 CONCRETE SIDEWALK HANDICAP RAMP 18 GUTTER 11 N.T.S. 11 11 DOWNSPOUT BOOT N.T.S. Qi�) '-' N.T.S. 0 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS j Tel. 860 291 8755 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757� „ ,,,, PREPARED FOR: SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD ��� � � ' O' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. C� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD `01 VISIDNS' L7zx SPA 3 12-27-04 GENERAL REVISIONS, ADD DOWNSPOUT BOOT DETAIL RAM &rofessionals, inc,I11 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 7-30-04 GENERAL REVISIONS - ADD RAMP DETAIL RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7-15-04 PER TOWN COMMENTS RAM civil engineers planners surveyors DESIGN.•RLB DRAwN.•RAM CHECKED.' GBS �j �®7 RBUC K LAND Its®AD IMPRESSION SEAL AND ORIGINAL SIGNATURE • landscape architects • gis gps Y JOB ND.: 1290 DATE. 4126104 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 e�®� ��eg''® 1 2 DRAWING Nn : 129C-10&'11. dWq R, C®N ICI ICUT ANIAL FLOWERS LS OWNER 4-H� 6-IC � 5-RCW 2- JC BLOW-UP OF INFILTRATION BASIN SCALE: 1 "=I 0' MAP REFERENCES: 6-H 9-HS LA VVIN N A/ LANDSCAPE RIVER 7 ROCK/PEBBLES INrILTRATiON BASIN 1-BP [1747± S.F.] (CLUMP) MOUNDED LANDS A ED 12—LSP ISLAND (TYP.) � PA / i �o 1. RECONSTRUCTION OF BUCKLAND ROAD AS BUILT, TOWN SOUTH WINDSOR, MANCHESTER, PROJ. NO. 132-100, YEAR 1991, SHEET NO. 51, TOTAL SHEETS 140, STATE OF CONNECTICUT - DEPT. OF TRANSPORTATION. 2. GENERAL PLAN OF DEVELOPMENT MASTERPLAN, EVERGREEN WALK, EVERGREEN WALK, LLC., SHEET Z-3, SCALE 1"=100', DATE 05/24/01, FLB ARCHITECTURE & PLANNING, INC. 3. PROPERTY SURVEY FOR VISION'S SALON & SPA, 207 BUCKLAND ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 2 OF 13, SCALE 1"=20', DATE 1/15/04 BY DESIGN PROFESSIONALS, INC. zo 111 z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS rri BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 12-27-04 REVISE GRANITE BRIDGE DETAIL RAM 2 12-07-04 PER TOWN COMMENTS RAM CONSTRUCTION. 1 7-15-04 PER TOWN COMMENTS RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LAND OWNER: DINH HOANG LUU & TRANG THONH NGUYEN 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 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 WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) 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. PLASTIC FLAGGING OR OTHER VISUAL MARKER ON EACH WIRE. OPTIONAL METAL DRIVE ANCHORS, FI INSTALLED PER MANUFACTURERS I DIRECTIONS. ALL STAKES SHALL BE DRIVEN OUTSIDE I 1114 1'4 1 I •o 1 THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK 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 TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE CONE 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 BANS OR ROOT BALLS 114AT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE DA 0 TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. 0 PLA,:HNG 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 TD PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE 0 TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. 1. STAKE OR GUI' TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 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. TREES 3 INCH CALIBER OR LARGER N.T.S. NOTE: SEE PLAN ENLARGEMENT STONE BASIN NTS ROCK FACE FINISH EL: 140.00 FINISH GRADE APPLICANT: VISION'S SALON & SPA CORPORATION 207 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 TEL. (860) 644-3334 GRAPHIC SCALE 10 0 5 10 20 (INYEET) 1 inch = 10 ft. 00 NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS GO -DOMINANT' SOME I1WRIORB1R1Y01GS�ANO UTERABL 8(GWH.'ECHES MAY BE PRUNED• HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BFIANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STA" DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE SET TOP OF ROOT MgMALL(�FLUSH �TO 1BD0 L HIIGGHEROIN SLOWLY DRAINING SITILS. MM 200 MM (8 IN.) 50 MM (Y IN. MULCH. DO NO PLACE MULCH ItNL ACT WITH TREE TRUNK MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF ONE YEAR AFTER PLAITING. NOTE: FOR DIMENSIONS OF - AMENDMENTS, (Z SOIL SREPLACEM fw. SEE "SOIL IMPROVEMENT DETAILS." ,,', ,'�?? 100 MM (4 IN.) HIGH EARTH SAUCER ; BEYOND SEDGE OF ROOT BALL. ,REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE �1RE ASKST IN FOUR PLACES AND FOLD DOWN 200 MM (B IN,�IWIu PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. B&B TREES IN ALL SOIL TYPES N.T.S. 6" GRANITE SLAB (4'x6') TYP. EACH SIDE 01920 irg's" POW"•000 • 3/8" CRUSH - STONE (TYP.) 6' - 0" I SP' OOTH SAW FACE )i 6 PERF. PIPE SECTION FINISH 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.) BALL DIAMETER T 1 L SHRUB PLANTING BEDS REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 WIRE - NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2%2"xW-O" TREATED STAKE FOR TREES LESS TH.:N 3" CAL. 2 OPPOSITE 3" SHREDDED BARK MULCH (NO MULCH WITHIN 3" OF TREE) Tj1RNBUCKLES - 1 EACH STAY WIRE FOR TREES 3" CAL. AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2"x2"x30"WOOD STAKES FLUSH WITH GRADE FOR TREES 3" CAL. AND LARGER BALL DIAMETER PLANTING WHEN TAKING REQUIRED N.T.S. 2"0 NATURAL ROUND FINISH GRADE -� ROCK FACE FINIS EL: 138.50 NOTE: SUBMIT SHOP DRAWING FOR FINAL MATERIALS & CONSTRUCTION METHODOLOGY NEW HAMPSHIRE "SALT & PEPPER" GRANITE FROM G.I. STONE OR AP'ROVED EQUAL 12"W x 18" DEPTH x 8' LENGTH PLACE GRANITE HEAD WALL ON TOP p OF CONC. FOOTING. SEAL & PIN W/REBAR (TYP.) 0 GEOTEXTILE FABRIC /��--- COMPACTED SUBGRADE SLOPE SUB -BASE TO 6" PERF PIPE ORNAMENTAL GRANITE BRIDGE N TS ■ Tel. 860.291 • 8755 Fax 860.291 • 8757 esign . Pr ofess onals, inc, civil engineers • planners surveyors AM landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LANDSCAPE DETAILS DESIGN. RLB DRAWN.• RLB CHECKED.RLB ✓Oa NO.: 1290 DA iE.• 4126104 DRAWING NO.: 1290-8. dwa NOTE: PROPOSED DEVELOPMENT TO BE KNOWN AS 200 HEMLOCK AVENUE UPON COMPLETION. SHEET 121/ LUEST ELEVATION 1l811211.011 NOUN on —on EAST ELEVATION "" A' G SEAM METAL ROOF >ITE PANEL >YSTEM M PONT W/VISION 'ENEER ;Y BASE STANDING SEAM CURVED METAL ROOF COMPOSITE PANEL SIDING SYSTEM ALUMINUM STOREFRONT SYSTEM W/VISION PANELS BRICK VENEER MASONRY BASE STANi> ING SEAM CURVED METAL ROOF COMPOSITE PANEL SIDING SYSTEM T.STOREFRONT ALUMINUM YSTEM UJ/VISION PANELS BRICK VENEER I � I 5OUTH ELEVATION NORTH VATION MASONRY BASE STANDING SEAM CURVED METAL ROOF COMPOSITE PANEL SIDING SYSTEM ALUMINUM STOREFRONT SYSTEM W/VISION PANELS ICK VENEER MASONRY BASE Oe wq %fi O iab - ■.. fA to tV O Its <I ® to ■� C c 12 t C N! Op w a to c ti •.• tU M 00 O � v t» � W d V ti A Oo j H �z > O _ N H Pvoject: 03099.001 Initials - Date: 05-18.04 Revisions: EXTERIOR ELEVATIONS A2.1.1