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HomeMy WebLinkAbout05-44P_MY FRIENDS PLACE_NEVERS ROADNOTES, 1) THE PURPOSE OF THIS MAP IS TO DEPICT PHYSICAL FEATURES WITH RESPECT TO BOUNDARY LINES AND MUNICIPAL SETBACKS, 2) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON, 3) THIS MAP IS DEPENDENT ON THE MAPS REFERENCED HEREON. 4) THE PROPERTY DEPICTED HEREON IS IN FLOOD ZONE X AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN AS PER FIRM 090036 0006D (MAP REVISED FEBRUARY 23, 2001, 5) HORIZONTAL DATUM — NAD 1983 VERTICAL DATUM — NAVD 1988 6) PROPERTY AS DEPICTED IS IN ZONE RR. MAP REFERENCES+ 1) PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR SAND HILL ROAD & NEVERS ROAD SOUTH WINDSOR, C❑NN. SCALE+1'=100' DATE, JUNE 7, 1968 GRISW❑LD ENGINEERING, INC. 2) COLLINS HILL I & COLLINS HILL II INDEPENDENT RESURVEY PREPARED FOR+ COLLINS CR❑SSING, L.L.C. SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT DATE+JUNE 3, 1998 SCALEII'=40' DESIGN PROFESSIONALS INC, 3) COLLINS CR❑SSING RESURVEY/BOUNDARY SURVEY PREPARED FOR, COLLINS CR❑SSING L.L.C. SULLIVAN AVENUE SOUTH WINDSOR, CONNECICUT DATE►OCTOBER 17,1998 SCALE11'=40' DESIGN PR❑FESSI❑NALS, INC, z _" x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o " " LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE z 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. ED FUE BURLL TNfi( r� ► ( O LJ U Ua, h •s.c; + , ► ' to W II�IJI / �� r , ' ► / ' o ate S / M o Ito I: � /C.O. J+/ W ► C4 1 ° \ / / / ' --- � '• � , i ' 1 f + �� IFS DUG —OUT CONC. i I 1 \ �� _ ` — ` ( / ' ► ! ♦ ♦ PAD I w I / N t\\ ` E I ( �` i , ►', — —~ — ' I tt 1 \\ `� fl AG POLE 1 ,ram / _ I 0D S� \ / `6 � ♦ � s 1 III \ \ ♦ \ , � 1 ► a / , \ l IN \ `� `it t ♦ ► l r It CD + 6"" w C2 00 ♦ t 18017'49"E 3 to ♦ / ! CY N F •0N w w .w As t1AT C1111 44: t REVISIONS 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 NO. DATE DESCRIPTION 8Y RICHARD . LIC. No. GRAPHIC SCALE 40 0 20 40 so INS) 1 inch = 40 ft. Tel. 860.291 8755 Fax 860.291 8757 esign , rofess�on�ls, Inc. civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 tvCie f-D SO�IH�N�SQ4t PU'�►N�NG u`��' � R F=IV a F= ED) IIM'P �nVEMENT LnC��Tw MI�P DES/GN.• DRAWN.• DUG I CHECKED: RPM JOB ND.: 1876 DATE.• 7129104 DRAWNG NO.: JOBS1187611876—,5U1?V DWG DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR AMY FRIEND'S PLACE" NEVERS ROAD ` i�t t ! 1 I \+\ 1 \ i�+ _ *I I � CONNIEC'IC]IICtUT SHEET 0- n z -t x onn 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. NO. I DATE I ci p x P \ W 0 [ROTARY FIELD] \ NEVERS ROAD FIELD NO.2 \ \ 1011E DESCRIPTION C37 0 NEVERS ROAD FIELD N0.1 GRAPHIC SCALE 40 0 20 40 so �dFO O. 5 $ ��� Q 5 IN FEET 1 inch = 40 it. _ND3CAFc _. FOR BLOW—UP OF BOUNDLESS PI AYI.POI IMr) 1 AYOI IT PI AKI Tel. 860.291 8755 Fax 860.291 8757 &esign , rofessionals, Inc. ■ civil engineers • planners surveyors 11 landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 8 KEY MAP SCALE: 1 "= 100' LEGEND ® EXISTING IRON PIN ■ EXISTING MONUMENT O FENCE POST �J— LIMIT OF REGULATED WETLANDS —•—•— LIMIT OF 80' REGULATED UPLAND REVIEW AREA SILT FENCE TEMP. SEDIMENT BASIN (SEE DETAIL) 511mils"N"EIIN TEMP. CHAINLINK FENCING -- EXISTING LIGHT POLE -- PROPOSED LIGHT POLE PLAYGROUND SURFACE KEY 0 hard surface (color-pignuw4ed cons.) _�Mi Am � ..m----- 1. For utilities, coordinate with local governing authorities and Sheet SC-4. 2. Existing boundary and topographic information obtained from a plan entitled "Improvement Location Map" Town of South Windsor "My Friend's Place", dated 7/29/04. 3. Existing utility information is based on available information and records. Locations are approximate and not all utilities may be shown. 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. 4. Prior to the start of demolition or any construction activity, the Contractor shall install construction fencing and necessary erosion control measures. 5. Refer to site utility plan for full extent of removal and for new site electrical services. 6. Where existing bituminous pavement and curbing is noted to be removed, saw —cut a clean, straight edge. Where concrete pavement and curbing is noted to be removed, remove to an existing joint or score line and provide a clean straight saw —cut edge. 7. 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. NOTES: 1. "My Friend's Place" play areas shall meet all criteria of the Americans with Disabilities Act (A.D.A.), Americans with Disabilities Act Accessibility Guidelines (A.D.A.A.G.) and all play equipment shall meet the Standard Playground Equipment for Public Use (ASTM F 1487-01). 2. The Installation and construction of The Town of South Windsor's "My Friend's Place" shall follow the "Guide to A.D.A. Accessibility Guidelines for Play Areas" by the U.S. Architectural and Transportation Barriers Compliance Board, latest edition. 3. All access to play areas within "My Friend's Place" shall meet accessible route criteria of < 5 percent slope, with the majority of the play area being < 2 percent slope. All accessable ground surfaces shall meet ASTM F 1951-99. — 4. "My Friend's Place" is a composite play area consisting of the 3 play areas: Alpha play area (ages 2-5), Gamma play area (ages 3-5) and Omega play area (ages 5-12). Total play area within the perimeter sidewalk: 21,174 s.f. 5. For installation of individual play areas individual play structures, ground level play components, composite play structures and their use zones, see manufacturers plans, details and specifications. 6. Accessible surfaces located within "use zone" must also meet Standard Specifications for Impact Attenuation of Surface Systems Under and Around Play Equipment (ASTM F 1292-99). 7. At ground level, no object may protrude into the 60 inch wide accessible route space or within 80 inches of the accessible route surface. 8. Entrance sculpture final design, color and installation by others. 9. Final location and installation F ':tern for "name" brick pavers to be determined by Town. 10. Future parking area and bus drop—off zone is not part of this project. 11. Entrance sculpture and acknowlegements will be designed and placed by others. PLOT PLAN DESIGN. RLB DRAWN.• GL W I CHECKED: RLB JOB NO.: 1876 1DATE' 3115105 DRAWING NO.: JOBS11876/1876-SC- I. DWG DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR OMY ,FRIEND'S PLACE" N EV ERS ROAD CONMCTUCUT T SC-1 SC-'7 l i EX. Y. D. TF=185.12/ DR YWELL C� r i� i f PATH 0p0SfD S' �01- aUS T'1CC START T TONE pani (175 DU(icy P� PARKING AREA aApN 21/ (FUTURE, N.I.C.) t SAVE AND PROTECT TREE - DURING CONSTRUCTION START OF NEW 5' WIDE CONCRETE SIDEWALK/6- B ITUMINOUS CURB LP { { I I 0 { I STAR OF NEW BITUMINOUS 7' 19' PAVEMENT [4,701fS.F.] SAWCUT AND REMOVE EXISTING PAVEMENT [1147tS.F.] M 15, I I I I I I I I I I I co I I I START OF NEW 5' WIDE CONCRETE SIDEWALK/6- BITUMINOUS CURB EXISTING PARKING AREA REMOVE EXISTING PAINT STRIPING AND REPLACE O 9' O.C. TO OBTAIN 32 CAR SPACES. u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o o 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. 0 PROPOSED LIGHTING 1 9'(TYP.) 2r ' 6" BiTUMIN CURB (TYP.) ki ENTRANCE - SCULPTURE "SIGNAT PAVERS I WI 1$' 10, 'O� / VAN ACCESSIBLE PARKING SIGN PROPOSED P. ACCESSIBLE LIGHTING PARKING FOR DROP-OFF ONLY SIGN PARKING SIGN ACCESSIBLE PARKING SIGN NO. I DA Tg I I DESCRIPTION R ASK11CAL ENTRANCE FENCE (AL 5 Nc L IO d' CP \ EXERCISE STATION -_�`'` ► \ \ a \ START OF STONE \ \ DUST PATH \ \ LEGEivD GAMMA PLAY AREA \ \ ® EXISTING IRON PIN (AGES 5-12) • EXISTING MONUMENT O FENCE POST -A, LIMIT OF REGULATED WETLANDS 2�0 BENc -• LIMIT OF 80' REGULATED UPLAND REVIEW AREA .ram SILT FENCE R13, + TEMP. SEDIMENT BASIN (SEE DETAIL) E�•pCA Zg $ silo n■Ir■II■IIw TEMP. CHAINLINK FENCING 00 CONCRETE BRICK PAVER 0- 9 ACCESSIBLE ROUTE O j�� - - EXISTING LIGHTING PROPOSED LIGHTING �9oo m 220' S.Y. 10 � .J j �. :.......... u kn S s h ct< 2 .. �. R .. -v PLAY A STRUCTURES AREA STRUG S , >» •s s 4 :o' r . F,• 9 Alpha Play Area(ages 2- 5 1. Arch Swings ... g ai s, 1 2. Composite Play St ructure tructure 1 ^4 �.. P Y T Beta Play Area ,"Mall tY b d-a t . a. 3. Clover Leaf Sand Box R 2 7 4. Multi Condo •6 10 5. Double See -Saw 12 s� 1 6. Sway Fun FUTURE 1 7. Composite Play Structure SENSORY � 124t L.F. CONCRETE P Y ARDEN MODULAR RETAINING WALL 8. Metallophone 8 g 1 4 O� (0'-3' HIGH) 9. Rain Wheel 10. Marimba ACCESSIBLE ROUTE 11. Kalimba 5' CONCRETE (BASE BID) 12. Tongue Drums 5' STONE DUST (ALTERNATE 1 13. Picnic Table �cr� �kA 1 14. Sensory Garden (Future, N.I.C.) yo° ��� •6'j, • Gamma Play Area 15. Arch Swing 'y 16. Tire Swing 17. Stairway 1 18. Roller Slide 1 19. Composite Play Structure 20. Safety Panel BETA PLAY AREA a Benches & Trash Receptacles 'tp (AGES 2-5) -Manufacturer and unit model to be selected by Town -Color to be selected by Town ALPHA PLAY AREA i PLAYGROUND SURFACE KEY (AGES 2-5) poured-ln-place loose fill 1 sand Y- Ui o MM surface (color-ftmenWd conc;> W) N 1 1 brickkoncrete pagers OWNER/APPLICANT: TOWN OF SOUTH WINDSOR 1580 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 PH 1-800-648-6355 GRAPHIC SCALE 20 0 10 20 40 { IN FEET 1 inch = 20 ft. NOTE: EXISTING TREE TO BE COORDINATED WITH TOWN FOR REMOVAL. IF RELOCATED, FINAL PLACEMENT AND PLANTING TO BE DONE IN ACCORDANCE WITH TOWN PLANTING PROCEDURES FOR TREES 6" IN CALIPER OR LARGER. Tel. 860.291 8755 Fax Oyu 860.291 8757 PLOT fin D M esign , IJ '�L Il r ofession ails, ' nic■ DESIGN: RLB DRAWN.• GL W CHECKED. • RLB civil engineers • planners surveyors landscape architects gis • gps dOB NO.: 1876 DATE. 3/15105 165 South Satellite Road, South Windsor, Connecticut 06074 DRAMVG NO.: ✓OBS/1876/1876-SC-IA.DWG GENERAL LAYOUT NOTES 1. Property Zone: RR, Rural Residential. 2. The Town of South Windsor and the National Center for Boundless Playgrounds shall review and verify that the playground construction documents comply with all state and federal codes & laws. This is to be achieved prior to release for construction. 3. The renovated Parking area shall be accessible to persons with disabilities from "My Friend's Place" and proposed parking area in accordance with the Americans with Disabilities Act (ADA) and Section 504 of the Rehabilitation Act of 1973. 4. Panel 6 of 11 for the Flood Insurance Rate Map for the Town of South Windsor, Hartford County, Connecticut (Community Panel Number 090036 0006D, Revised 2/23/01) reflects subject project to be in Zone "X" for Areas of Minimal Flooding and not within the 100-Year & 500-Year flood limits. 5. New Parking Proposed: 8 vehicles (4 ADA accessible). 6. For parking site lighting to obtain an average of 0.60 footcandles (average maintained), see Sheet SC-6. Final fixture and color to be selected by the Town to match existing light pole and fixtures. Illumination shall be arranged so that the lights will not shine into eyes of any person external to the project site or cause a nuisance from excessive glare. 7. All damaged curbing shall be sawcut, removed & replaced along existing parking adjacent to project site. 8. All work shall be coordinated with the Town of South Windsor Engineering Department and Department of Parks and Recreation. 9. For Site Lighting fixtures, see sheet SC-6. 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. Traffic control signage shall conform to the State Traffic Commission Standard Detail Sheets and the Manual on Uniform Traffic Control Devices. Signs shall be installed plumb with the edge of the sign 2' off the face of the curb unless otherwise indicated. 13. Pavement markings shall be 15 minutes fast drying type in accordance with ConnDOT Form 814A; Sections M.07.20, and 12.09. 14. The Contractor shall submit a shop drawing of the paint mixture prior to striping. 15. Pavement marking key. 4" SYDL 4" solid yellow double line 4" SYL 4" solid yellow line 4" SWL 4" solid white line 12" SWSB 12" solid white stop bar 16. Parking spaces shall be striped with 4" SWL; Width is 9' center to center, and depth is 18' where bumpers overhang curbs. Driving aisles and entrance drive are typically 34' wide. Handicapped -accessible spaces are 15'x18' with a 3' wide striped access strip (typ.). Hatched areas shall be striped with 4" SWL at a 45 degree angle, 2' on center. Hatching symbols, and striping for handicapped spaces shall be painted yellow. Other markings shall be painted white, or as noted. A van accessible space shall be 16'x18' with an 8' wide striped access strip. 17. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians consisting of drums barriers P P 9 , signs, lights, fences and uniformed traffic officers s g g c r as required, ordered by the Owner's Representative or required by the local governing authorities. 18. Refer to other plans and of project 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. 19. There is no portion of the subject parcel h th on which the regulated P J P activities are proposed that is located within 500 feet of the boundary of an adjoining municipality. 20. The site generated traffic as determined by Design Professionals, Inc., will not adversely impact the adjacent roadway system or any adjoining municipalities. 21. Storm water surface runoff from the development of this parcel will not impact any property of the adjoining municipalities. 22. For details, see Detail Sheet SC-5 through SC-7. 23. 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. 24. 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. 25. Signage shall be State of Connecticut code compliant: 1. Pole Mounted Handicap Parking Sign -See Detail Sheet SC-9 (TAPCO Model DA-3) Qty.3 2. Pole Mounted Van Accessible Sign -See Detail Sheet SC-9 (TAPCO Model DA-24) Qty.1 3. Pole Mounted Regulated Parking Sign Qty:1 (Blue series) MIX TEXT AND HANDICAPPED MMUL s PASSENGER PARKING BLUE LOADING •+•��� BACKGROUND ZONE STATE PERMIT REWIRED VIOLATORS SHALL BE tE OAUGE STATE PERMIT WLL BE FlNED DDESK� FOR L ENED NG TERM RE WLL BE FINED S CUTDOOR USE AND MOUNTED T ON U-CHANNEL POSTS. BLACK TZ PANTED STEEL POST, MOUNTED AT PROPER HEIGHT PER STATE RECULATIONS ADA PARKING SIGNAGE HANDICAP LOADING 26. Final shop drawings for the construction of the entrance sculpture to be reviewed and approved byTown staff and artist. 27. Final shop drawings for the construction of the playground areas shall reflect final color selections by Town for "poured -in -place" and "color -pigmented concrete" hard surfaces. 28. Final shop drawings for the construction of the playground areas shall reflect final manufacturer, color, and layout pattern selections by Town for concrete pavers and "Signature" brick pavers. Adjust layout as necessary to accomodate pattern design. DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR "MY• FRIEND'S PLACE" NEVEIRS ROAD SOUTH WINDSOR, CONN EtCTIIC UT SC-lA SC-7 GENERAL GRADING NOTES Construction Sequence - 1. This drawing is intended to describe grading. o %' Qj / ,� _ _ '' ,' - - - - , Refer to Drawing SC-1 and SC-1 A Site Plan a- , -� - _ _ _ _ - \ 8 - - _ - - for general information and layout. 2. Coordinate all work with Town of South - , - EX., CLCB NO. 3 -Y.b. Windsor staff. (� - 3. Meet with Town Staff for pre -construction 'Tr 185.121 T.F. = 175. 50 r -^ \Y . -- - meeting prior to any construction activity. Flag � /^ DRYWELL , - 18� INV. = 173.50 _ _ - ,- .,,, limits of clearing for the project. 4. Install tree protection for trees to be saved. 'Z -r-' ,-' �, _____________ ___________ \ •�QQ---..... 5. Install erosion control measures. Contact "% 182 \ ~ Town for inspection. NOTE 6. Locate all existing utilities and take / ` - r - . -�-g - ►�� \ - - _ - AREA INSPECTED BY TOWNS necessary measures to insure adequate ENVIRONMENTAL OFFICE AND protection of existing utilities during / \ l DETERMINED NOT TO BE _ r � construction. WETLANDS OR INTERMITTENT 7. Throughout the construction process, silt - ' - \ STREAM IN FIELD. ----------------- _ _ ,��� fences are to be used for the control of ~ - - - - - - - - - " " J 77 � �'� (4-6-05) storm -water runoff. These will be temporary in -'' R) \ nature and will need to be established, -'4_1 ONSITE FILL MATERIAL: P maintained, moved, and removed at multiple FREE OF TOPSOIL,ROOTS AND DELETERIOUS locations throughout the site as construction MATERIAL/95% COMPACTION conditions warrant. BORROW FILL MATERIAL: 8. Strip topsoil from areas disturbed. Pile topsoil downslope of roadways. Use silt fence 30 - . -' FREE OF TOPSOIL,ROOTS AND DELETERIOUS -.._ ....,...- AI �� ' , _ .1,� � , _ to control runoff. MATERIAL/95% COMPACTION AND SHALL CONSIST OF: 9. Cut and fill to bring roadways to final / �� � - � .'� SIEVE SIZE PERCENT BY WEIGHT sub -grade elevation. 10. Install utilities and drainage system. _ PASS 3-1 2 100 -- - � / 11. Install base and compact. �� -- -- -- --18 0''" - r - PASS 1-1/2" 55-100 12. Loam and seed disturbed areas to grow as ° PASS 3/4" 25-60 soon as practical during the construction N 0.10 15- 45 process. NO.40 5-25 13. Begin construction of play area and site. NO.100 0-10 Work to proceed as follows: oo . - CLCB NO. 2 NO.200 0-5 a) Strip topsoil stockpile in berm(s) downslope T.F.= 173.5 of disturbed area; use topsoil berm(s) to - control runoff from la area and driveway >k INV. = 16 8 (OUT) 20 S.Y.play Y 9 area. o._:::.::?_;:: X ' b) Grade areas, install fill as required, install .... walks and retaining walls, and grade to driveway sub -grade. c) The Contractor shall compact fill under all N P J , A 6 K new drivesidewalk sandareas to 5% _a 9 1 / •:. r 1 I x h of t e maxi mum dr y densitys a determined b / ... :�:�:<'�:����'`-•-• ASTM D1557 (Modified Proctor T ' d r Test) in 8 lifts, ... r .�, � --::='..:,Gti�TI��3, ;..><^• •__::;':�'o as directed by the Engineer. Any loose """ , / ,'�i.'• ',*;. ';fie': �` . .':;`:::;�'`ti•'::j{:''::;:'�:;: •. 180 LEGEND areas discovered while proof -rolling shall ')e P 9 D ti}h; excavated and backfilled with structural fill at 11N no additional cost to Owner. No rocks greater �. , ,:•fi�� ® EXISTING IRON PIN I e EXISTING MONUMENT than 2 inches shall be laced within 12 inches a ti ` •2 .ti �., � � o �--•-_.,�,+ 4�a4x�s=�s ,, of disturbed finish grade. -` LP ♦ ` �o LP ` • FENCE POST o ::::: d) Install utilities. _ _e_`_ LIMIT OF REGULATED WETLANDS e) Loam and seed side slopes and disturbed i r i/ , , -.-.- LIMIT OF 80' REGULATED UPLAND REVIEW AREA areas as soon as practical during the 72 � ��� SILT FENCE construction process. TEMP. SEDIMENT BASIN f) Construct building renovation. (SEE DETAIL) g) Install pavement for driveways, walks, etc. 14. Any catch basins used to transport ■11■11■+I■1+■1+0 TEMP. CHAINLINK FENCING stormwater shall be suitably protected with appropriate erosion control measures. disturbed and areas slopes 15. All p t o bed by • 10 construction shall be graded smooth and 4 PLAYGROUND SURFACE KEY I inches of topsoil applied. The areas shall be seeded or sodden, fertilized, mulched, watered, I , poured -in -place and maintained until hardy grass growth is established in all areas. All earthen areas will I I I I I I II II II J► II I �j � �� � 0'{kQ 1 8 , be grassed except as shown on theg w I��fll landscaping PIan.cZo 16. Re-establish all non -vegetated areas in "i I I I I f I I I fj , P 2 � �._ accordance with Permanent Erosion Control sand require ments. r • 4 17. The first course of pavement to be UJI installed as early as possible during the Q ' 1 hard surface (color -pigmented concrete) construction process.�LP �' _ 18. Maintain all existing erosion controls - _ p �� throughout the construction process, and add _ , , N �` ' brick/concrete pavers additional measures as conditions warrant. -'-- --- - �'� �00, "�--.. NOTE 19. Install landscape plants. LZ SOILS TEST PITS 4/28/05 20. Final clearing of erosion and sedimentation TEST PIT NO. 1 controls and storm drain structures. L0 SEE WETLANDS NOTE 0-6" TOPSOIL 21. Remove tree protection and temporary 6"- 26" BROWN SANDY LOAM erosion and sedimentation controls. CLCB N0. � 26 »-44 TAN COMPACT SILTY LOAM 22. Accessible routes shall connect, facilities, / � _ _ _ _ _ - - - - - - - - ` - - -'' / 68 T.F.= 169.00 44"-56" BROWN COURSE SAND elements, spaces, parking, passenger loading r - - - ` - ~ + '� ' INV. = 166.93 (OUT) - _ BOTTOM OF HOLE-56 INCHES zone, playgrounds, and sidewalks. Accessible - / _ - ~ routes slopes shall be 1: 20(5%) or less and NO MOTTLING / - _ TEST PIT NO. 2 the cross slopes shall not exceed 1: 50(2%). _ _ _ _ -''�' / I 0-6" TOPSOIL Changes in levels shall not be greater than ' BROWN SILTY LOAM 1 /2 inch, and slopes shall not be greater than - EX/ST/ � 6"-14" 1; 20 unless ramps or lifts are provided. % - + -- - -,-'' 12" PVC 14'��-47'�� TAN COMPACT CLAYEY LOAM Accessible exits must be clearly identified on 2 i FL=166.93 _ 47 -64 BROWN COURSE SAND the site plans (explain that lines are not BOTTOM OF HOLE-64 INCHES elevation in changes NO MOTTLING 9 on greater than 1/2" ). Site OWNER/APPLICANT: TEST PIT TT 3 plans clearly identifies all exits for persons with _ _ . ' -' TOWN OF SOUTH WINDSOR disabilities with the international symbol of - - _ _ _ _ 1580 SULLIVAN AVENUE / » EX. CLCB 0-6" TOPSOIL accessibility. See spot grades, ��flush - - - - - - - - - - - - ` r - - / TF= V 68 6 -30 TAN SILTY LOAM condition notes, or sections throu h areas at SOUTH WINDSOR, CONNECTICUT 06074 F-L ov. ;; •58 30"-108" BROWN COURSE SAND thg these exits as well as along e exterior PH 860-648-6355 accessible route. in=1 0,08 BOTTOM OF HOLE- 108 INCHES I NO MOTTLING o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 DEPENDENT RESURVEY PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 �O�O�� a p� PLAN �� m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE e�; O O PLAN TOWN OF SOUTH WINDSOR 8E FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 2070 20 +o g � "MY FRIEND'S PLACE" SC-2 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 00rofessionals,inc■CONSTRY A IUCTION. LAND SURVEYOR PRIOR TO . IqE`�( E �M ROAD ( IN FEET) DESIGN.•RLB DRAWN.• GLYY CHECKED.• RLB A�i �y J,�,ey Jjy 1 inch = 20 #;;~ civil engineers •planners •surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE • landscape architects • gis • gps x8 No.: 1876 ©ATE 3115105 SC-7 IMPRESSION SEAL AND ORIGINAL SIGNATURE �®�''I H WUNDo ¶R C(DN tL,CTRC1f T OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I.�TE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAtMNG NO.: JOGS/7d76/1d76-SC--2lJYYG u�D 1�71�1G�Y �.+ 11 �i - - , - EX., -Y. L) CLCB N 0. 3 TF� 1 S5.72% _ T.F.— 175.50 _ - - w , , LEGEND GENERAL EROSION & SEDIMENT CONTROL NARRATIVE DRYWELL - ' INV. = 173.50 - -'' a ,-' - > \ ` `' - Introduction: The Project site is located on the east side of - 184 - SILT FENCE Nevers Road in South Windsor, Connecticut, and contains total l disturbed area of 2.57t Acres 111 826 sf . BARRIER ( � } l82 ~- �� A IER SWALE BARRRIER Proposed Development The creation of the new ADA accessible Bplayground is proposed by the Town of South Windsor's Department 6' TEMPORARY CONSTRUCTION FENCE of Parks and R,�;creation. There are no wetlands on site nor is the project within the flood plain. ' \--—x—+- ' 6TEMPORARY CONSTRUCTION FENCE The major erosion control concern on the project is for the ON STANDS protection of the open —space field on site and the adjacent road 7 from sediment loads. Erosion Control fencing in conjunction with the temporary sediment control at basins is expected to be sufficient to protect the adjacent o ace field and offsite P J open —space P / � 1 concerns from construction activities. The site will also be S %. - stabilized as quickly as feasible during the construction process. The planned start date for construction is the beginning of summer 2005. \ , / ....,_ _.._ _ _ ti� — -- '"' ���• -'' - The anticipated 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 S°'' ' - 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 / ys °p CLCB NO. 2 during construction. T.F.= I / 5. Limiting the size of the areas of disturbance during INV. = 1.48 (OUT) 20' S.Y. construction. j \ ,' ',��5• ��5 ,�39 N 6. Installation of construction entrance pads, and sweeping of roadways as needed. 7. Maintenance of the above measures. The Maintenance schedule and requirements Qi ::��•::•..�;.••::::�:::.;.�.::• � q ements for the measures are listed below. The requirements stated are a 1 N r f the I 6 equirements per the State Erosion Control Manual. The Contractor S will be required to meet all requirements of the Guidelines for Soil x Cn r S �. ..s. Erosion and Sediment Control" :•.:.:. � •.: Se e t b the Connecticut :.:.......... •����� ...•=::�:�::�:��;�.�<,>•:.�;:;�:�:-:;•::�:.;:•::.:•:: Council for Soil •-;t,, f�, �,•}; •.;_::?<�<��-,�;.;:.,.•::•:.::-....:=•�� and Water Conservation. Erosion and sedimentation control gQ measures will be installed prior to construction wherever possible. a *; Silt Fence: Inspect a minimum of once per week and within 24 s Y l� 1 .z.. ..�, r f hours of the end o a storm � m with a rainfall a 4. Infal amount ou t of 05 or LP LEGEND o greater to determine maintenance needs. When used for dewatering r CLP \0A '� u.. o erations ins ect from uentl before Burin and after i I / E(�TRANCE DRIVE x� AFRON (24'X50') h; I 4 S,\ ' x +aY CA Po P P q Y 9 pumping ►' �' - ! 0 EXISTING IRON PIN operations. Remove the sediment deposits when sediment reaches 1 ■ EXISTING MONUMENT approximately on half of height of the existing fence. Replace or 4 FENCE �� repair the fence within 24 hours of observed failure. I / � POST A A LIMIT OF REGULATED WETLANDS — Construction Entrance: Maintain the entrance in condition which LIMIT OF 80' REGULATED UPLAND REVIEW AREA will prevent tracking and washing of sediment onto paved surfaces. a — SILT FENCE Provide periodic to dressing with additional x / I p p g stone. Add additional (-3 { length if required. Immediate) remove all sediment spilled, TEMP, SEDIMENT BASIN 9 q Y SEE DETAIL dropped, washed, or tracked onto paved surfaces. Roads adjacent ( ) PP P J �ll to the site shall be left clean at the end of each day. I 1 + ■Il�ll�ll�il ..........::::.� TEMP. CHAINLINK FENCING Ha Bales: Ha bales as shown to be butted tightly end to end Y Y ►� 9 Y �, and staked in lace usingtwo 2 x2 x36 wooden stakes per bale. Hay bales to be placed so that string does not come in contact with the ground. JF "Silt Sack" and "Gutterbudd ": To be provided at existing PLAYC�iOUND SURFACE KEY Y P g catch 0�64`11'1,tibasins in the parking lot and applicable basins/inlets within the '` N project limits.. Catch basin filter and curb inlet filter to be provided ° f,' W ! poured -in -place by ACF Environmental (800-448-3636/ www.acfenvironmental.com). I I lyl I�— ` a- Install per SI Geosolutions recommendations. 0 LP loose fill Areas to be left bare for more than 15 days i Al y shall be treated with 180 � \ air dried wood chip mulch or seeded with perennial rye grass until final grading and stabilization is to take lace see landscape sand 9 9 P ( P � u- `" — = �� ` details and notes). __.i hardsurrace(color-pigmented concrete) The erasion/sedimentation control plan is contained within the Vi - % desi n lans and details TOPSOIL ,' 0 ( brick/concrete pavers 'w STOCKPILE_ - / _ _ _ _ -' �' � / CLCB NO. 1 g ! Permanent Maintenance and Operation The following maintenance _ ' / `�� ,. T.F.= 169.00 INV. = 166.93 (OUT) operations will be required to ensure the proper and efficient the Storm Water System. The following TOPSOIL , �' , " _ _ operation of maintenance ,.' STOCKPILE �� ,' / - - 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 EXISTI '' I in the system. At the request of Construction Manager or Town 12" PVC ' Engineer or Director of Public Works, additional sediment & erosion control measures shall be Installed to address field conditions. Any proposed changes to this plan must be approved by the Engineer _ _ _ l and/or the proper local town agency. _ - _ _ - S 1 _ - ` " SF EX. ! CLCB Pavement Sweeping: The parking lots within shall be swept at a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ // ' ,` �, TF-w-z minimum of twice per year. Once in the spring shortly after the 9.58 9.58 end of the snow season, and once in the fall after the leaves have FL oUTw fallen 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. on a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 ���'i�yi11,1��t�11 DEPENDENT RESURVEY PREPARED FOR: SHEET mZ LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE ■ ■ Fax 860 291 8757 SEDU 5UV u A p tl�4�JU�J !/�11lIVJ LSIIRO� TOWN OF SOUTH WINDSOR INFORMATION. ALL EXISTING UTILITIES SHOULD 2. FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 t )� "MY F17IE.ND'S PLACE" SC-3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD in ■ inc, C-�" - - - - '� MM BY A LICENSED LAND SURVEYOR PRIOR TO ■"C�f@SSiQ�'1c'�IS DES/GN•RLB DRAWN.• GLW CHECKED.' RLB CONSTRUCTION. IN FM i inch = 20 ft~ civil engineers •planners •surveyors — I NIEVERS ROAD THIS PLAN IS INVALID UNLESS IT BEARS THE landscape architects • gis jus NO.: 1876 DATE,• ,F 5105 IMPRESSION SEAL AND ORIGINAL SIGNATURE gps SOUTH WUNDSOI[8� CO CTIC 1L OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS1187611876—SC—J..DWG - 1 A\ 1 - - / O / / a- 0-- �- - EX, -Y. D. CLCB NO. 3 TF=185.12/ - T.F. =175. 50 DR YWELL , - 184 INV. = 173. 50 - - - - - - - - - - - - - - _ _ - - _ - -------- - >'- - - `Z O 182 t % 4' PVC SLkEW CW WM- 4' - xJ o - oF � r r � rf i 1 { --1 1 { 00S'1 o UNDO '8 UGE �� LP '�o �9 LP �x / x r , .r-- i r r 1 r + I r + I I I o , `~ •: I.,. • •,,_ •ter•.. R' v r 3( 1 1 r rS 0 pvC -V,- M - .�9 / r p r rr OTE: - `�, IRRIGA SYSTEM CO TION TO .-�- � -�- LP `�' / ` ,' FI 0.1 FOR P LE WATER PPLY, CON LER, WIRING AND 18O ,' ,' ELECTRIC VE CONTROL AND 3 TER CONTROL VALVE AT ROAD. ORDINATE WITH TOWN SUPERINTENDANT ,,'� `\ ��.' OF PARKS. / �'', [TO BE SIZED FOR FUTURE IR �9.T-tdN OFPLAY AREA] ADD AL NATE: LAWN IRRIGA11ON SYSTEM FOR PLAY GROUND 1 TO BE/CONSIDERED WITH D4SJGN OF SYSTEM FOR BALL FIELD, DESJ16N DEMAND AND PRE.SSURE TO BE DETERMINED. - - - - - - - - - ` " - - ' ` ` ` - " PLAYGROUND TO BE ADDtD TO ELECTRONIC VALVE CONTROLLEF XLECTRICAL CIRCUITRY ,AND BACKFLOW PREVENTER DESIGN. WATER DEMAND AND PRESSURE TO BE DETERMINE . WATER MAIN CONNECTION, METER AND METER PIT AS WELL XS ELECTRICITY BY OTHERS. ----------------------- 11 ,1r -- ,- EXI > o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY u x 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. NO. I DATE DESCRIPTION I:A x w ti�2 O 0 N UJ 0 C C4_B N0. 2 T.F. 173.51 INV. = 16�- (OUT) 20' S.Y. t LEGEND ® EXISTING IRON PIN t ■ EXISTING MONUMENT t 0 FENCE POST >_ LIMIT OF REGULATED WETLANDS > ---.- LIMIT OF 80' REGULATED UPLAND REVIEW AREA SILT FENCE > ; TEMP. SEDIMENT BASIN > (SEE DETAIL) ■II■II■II■II■II■ TEMP. CHAINLINK FENCING i 1 t 1 I 1 1 1 1 t / / (n ' �- _.001 CLCB N 0. 1 oN 68 T.F.= 169.00 INV. 166.93 (OUT)__- t 12 PVC FL = 166.93 - GRAPHIC SCALE 20 0 10 20 40 ( IN FEET 1 inch = 20 fL Tel. 860 •291 8755 ■ ■ Fax 860.291 8757 esign inc. ofessionais, civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 IRRIGATION t>a VALVE (3") PVC SCHEDULE 160 SERVICE MAIN r PVC SCHEDULE 40 SLEEVE (D QUICK COUPLE (LOCKING) -v - loose fill sand hard surface (color -pigmented concrete) ,UTILITY PLAN DESIGN. RLB DRAWN: GL W I CHECKED: RLB JoR No.: 1876 1DA X. 3/15105 DRAWING NO.: J03S/1876/1876-SC-4.DWG GENERAL UTILITY NOTES 1. Coordinate all Site Utility installation with Owner's Representative, the Town of South Windsor and the respective utility company. 2. Add Alternate -Coordinate the installation of potable water service with mechanical sections of the Contract Documents, Owner's Representative, the Town of South Windsor and the respective utility company. 3. Add Alternate -Coordinate the installation of the electrical service, and telephone service with the work to be done by others, Owner's Representative, the Town of South Windsor and the respective utility company. 4. Utility connection design as reflected on this plan may change subject to utility company and Town of South Windsor. 5. 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. 6. 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. 7. 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. 8. The Contractor shall visit the site and verify the elevation and location of all utilities by various means prior to beginning any excavation. 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. 9. All pipes shall be laid on straight alignments and even grades using a pipe laser or other accurate method. 10. 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. 11. Add Atlernate-Electric and telephone services shall be installed underground from Community Center. The Contractor shall install and backfill 1-4" PVC conduits for telephone service 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 Community Center. Install handholes as required. 12. Contractor to provide sleeves under footings for utility connections. 13. 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. 14. The Contractor shall provide and maintain maintenance of 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. 15. Add Alternate-3" potable water and irrigation service shall both be installed and disinfected to meet local governing authority's requirements. 16. all 4" PVC sleeves for future irrigation system shall extend one foot beyond edge of concrete sidewalk and capped. 17. Add Alternate -Lawn irrigation system shall be Toro or approved equivalent irrigation system shall include service main (3" PVC), quick couplers, manual gate valves and electrical master valve. 18. Lighting plan for ADA parking spaces shall be full -cut-off fixtures to match existing parking lot lighting and power to be proved from Community Center. Wiring circuitry and ability to connect to existing parking lot wiring system is to be determined by others. 19. Storm drainage shall be 15" diameter corrugated high density plastic pipe and nyloplast area inlets. 20. Subsurface drainage pipe behind concrete modular retaining wall shall be 4" perforated corrugated plastic pipe as manufactured by ADS or approved equal with drain sock. DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR OMY FRIEND'S PLACE NEVE R S ROAD SOUTH WIINDSOIIB, tCONMcCncCUT SHEET SC-4 SC-'7, STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL 4 Min. APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED AND 0 t COMPACTED IN ONE FOOT (MAX.) LIFTS Q 0. ' WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, O: PLACED 12" (MIN.) TO 24" (MAX.) U O. ; ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED 0 IN 6" LAYERS. NO .0 zz STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. 12" PIPE, AS SPECIFIED M.02.05 : ' . 1 /2 O.D. 3/4" BROKEN TRAPROCK ,+- PIPE 3/4" CRUSHED STONE BEDDING 1/2 O.D. MATERIAL IN ROCK EXCAVATION OR IPIPE AS DIRECTED BY THE ENGINEER. 4 4 4 THE MATERIAL SHALL MEET D.O.T. 4 4 S" Mtn. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE 4 WHEN USING POLYETHYLENE OR A.B.S PIPE. 12" O.D. PIPE 12" 1 STORM DRAINAGE TRENCH sc-5 N.T.S. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS 1• • 11 1• • 1 I, NATIVE BACKFILL SHALL NOT CONTAIN ASHES, CINDERS, SHELL, FROZEN MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 2"IN MAXIMUM DIMENSION Ju Q°a Q a.. CAUTION TAPE �- -- SCREENED SAND 12" MIN. CABLE, AS SPECIFIED t NOTE: 6" MIN. COORDINATE WITH ELECTRICAL DRAWINGS. I. 5 ELECTRICAL TRENCH sC-5 N . T. S. 4 13/1( STANDARD PRE( CONCRETE UNIT 7 1 10 13/16" FINISHED GRADE 13/ 6 3" MIN - BRICK LEVELERS 00 �31W •7 13/16" 3 N - 4'-0" :dBt -4" V-4" 43 '-4" CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B m NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- , VIDEO IN CATCH BASIN WHERE A At HEIGHT OF STRUCTURE EXCEEDS 8 FEET. ;t c ❑ 3. IN SANDY SOILS APPLY DAMP- PROOFINGFOUR WALLS. �* c c 4 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF L THE UNIT SHALL BE AT LEAST —_ 5 4" ,. 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH m BASIN. 6. WHERE MASONARY CONCRETE UNITS PLAN VIEW ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE 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, �12TYPE 'C—L CATCH BASIN sc-5 N.T.S. 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE Fit—D 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. NO. DATE 15" FINISH GRADE PVC BODY BY NYOPLAST OR APPROVED EQUAL. INSTALL RUBBER GASKET AND 15 ADS STORM Pil 15" NOTE: 1. INSTALL PEDISTRIAN CAST IRON GRATE WITH PLAYGROUND AREA (LOCKLIDS) CONCRETE CURB lRaL141�r ?TRAIN JJQ_I%tF_ ORAdN << -,<... i t 5 s _ •NIA tl;;ti�tilt 'dlj;}f5ih �f 13i1Vi�.i..' ELEVATION Z STORM AREA INLET sc—s N.T.S. 1 :I f/ � • y /f�! I�fl1/ !1/ Iffy! •I I I/ � ��f/f•• i �i/ i?if: :�� f� f f�f ��!■ � ■yam • ��1�•�}1 • �• tom• •!'i• 1 t�l�' �� i.!: A, • • • • • ��_ i."7�+ � �ir i s s �fi2ii ...�:>•7�.Y'.ti'. �j\,\,I X\\ j\�j\ ' �j\�j�; j\�j\\j\\j\�i\�j\`j\\\\ REBAR (15Mro) s STORM AREA INLET sc-5 N . T. S. CLASS 'C' CONCRETE OR PRECAST UNIT /""' GEOTEXTILE /\ SUBGRADE 77, EXTEND IRRIGATION SLEEVE BEYOND SIDEWALK AND CAP FOR FUTURE IRRIGATION SYSTEM (BASEBID) 77 iv LLLJ 3 p D d° d Dd I I d v d D ° D ° D D d D d D d d D p A g D dD d D FOR SIZE OF PVC CONDUIT , SEE UTILITY N SHEET SC-4 PLAN VIEW 2" PVC SLEEVE FOR VALVE CONTROL WIRING �0 CLAY BRICK "SIGNITURE PAVER" (BASKETWEAVE PATTERN) N.T.S. -0' IV-•0' FULL C*NTM .1 INT Al EVERY 15 FEET T+_ TMED .I WT (DEPTH 31W) • !►1' Si` ir 714 • t,/►jh ,fs' ASPHALT s/E' SMOOTH METAL DOWELS EXPANSIo0I JMNI D4PKD 114 LIQUID AS PK41 AW MAIMAL WITH SEALANT AM APPROVED BOND SMAXER PLACEO ON 1/2 OF THE OOW& EleAN510 JONT.;DEJAIL I NOTE: Zurn model Z525 adjustable medium duty drain as manufactured by Zurn Industries Inc. 13 STORM PIPE INLET sc-5 N . T. S. SECTION IRRIGATION SLE N.T.S. CONCRETE SIDEWALK PROCESSED GRAVEL BASE \ COMPACTED SUBBASE LATERAL/MAINLINE PC SLEEVE ING TRENCH 1/2' ASPHALT EXPAr< SM JCWT MATERIAL 1W/OOWELS EVERY 301SEE D$TAIL THIS SKEJ 12" Tv I CLASS Or OONCRM - 4' THICX 54 dtAS'S SHW OR CIIl91B - 0 1 . ... ail -a�PROIrE'.l G A �rA SASE (ANIAILIIR TOKEN STOK) SIN II =DW IN CONTRACT L"T PM SID FOR '4—INCH CONCRETE 510t*ALK" NOIES:. 1. AT THE END OF 1HE DAILY POUR OF COt KITE. METAL D MELS ARE TO 8E INSERTED IN THE I,AST 3LAD FOR TMIE EXYENSOM OF 114 SIDEWALK. CONCRETE SIDEWALK 9 K sc—s N.T.S. WIDTH VARIES 1 1/2" SURFACE COURSE -BITUMINOUS CONCRETE, CLASS 2 RISE 1 /4" PER FT OR AS DIRECTED -\ COMPACTED SUBBASE GRAVEL BASE —1 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION r14_ BITUMINOUS CONCRETE PA sc-5 N.T.S. a L / D at D` •,— wok. / � • yam, ` L• L p / ° \. l�l POWER WIRE D; VALVE CONTROL WIRE\\ EXTEND IRRIGATION SLEEVE BEYOND SIDEWALK AND CAP FOR FUTURE IRRIGATION SYSTEM (BASEBID) BACKFILL APPROVED BY OWNERS REPRESENTATIVE SDR-21 PVC LATERAL F COMMUNICATION CABLE SDR-21 PVC MANLINE F MAINLINE BEDDING FREE OF ROCK 6" 5"-4000 PSI CONCRETE SIDEWALK 1 1/2" R DUMMY GROOVE WITH WWF 6x6-W4xW4 5 1 /4 BITUMINOUS PVMT. a a a ada .aaa, Q• b:: o b5 �°O,eb� ob° , •off o�: o�° •o• b ° V o0• 00. .d 00,0 CONCRETE CURBING o °. °•°� 0opp Copp* a°O. 6" PROCESSED GRAVEL SUBBASE 6" PROCESSED STONE BASE 8 SC-5 10 6" BITUMINOUS C01' SC-5 N.T.S. M 00 1 1/2" LEVELING COURSE BITUMINOUS, CLASS 1 KING N.T.S. NOTES: CONCRETE SURFACE TO BE SCORED AT INTERVALS OF 5 FEET, WITH TEXTURED FINISH. PROVIDE EXPANSION JOINTS AT CONTACTS WITH EXISTING STRUCTURES. VISIONS i Tel. 860.291 8755 GRAPHIC SCALE ■ . Fax 860 291 8757 40 0 20 40 so V s t n in 1 c. nc. IN FEET) DESIGN. RLB DRAWN.• GL W CHECKED.• RLB 1 inch = 40 ft. o civil engineers •planners surveyors landscape architects • gis • gps JOB NO.: 1876 DATE.• 3/15/05 DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J085/1876/1876—SC-5.DWG 4" 2 3/4" —I TYPICAL CROSS SECTION 11 SC-5 6' WHEEL STOP BY THE PLASTIC LUMBER COMPANY, INC OR APPROVED EQUIVALENT STRAIGHT SECTION 6' WH EEL S WIDTH VARIES N.T.S. ZA1400, I GRAVEL BASE --� 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION ri5BITUMINOUS CONCRETE DRIVEWAY 5 �-5 N . T. S. DEPENDENT RESURVEY PREPARED FOR: SHEET TOWN OF SOUTH WINDSOR "MY FRIEND'S PLACED SC-5 NIEVIEIRS BROAD ry SOUTH WINDSOR, U+ S C - 7'-8 3 4" 2356MM FACE TO FACE 2% CROSS —SLOPE (MAX) RAIL BRACKET POST TOP 4" TOPSOIL AND SEED END FABRIC 2" BELOW FINISH SURFACE TYP L �I.IIi I T T �111L 9NISH GRADE FINISH GRADE Q 0. GEOTEXTILE FABRIC \//� 0 SQ POST ./� MIRAFI 140S OR EQUAL {IF REQUIRED — SEE PLANS) �\��\//\\ /\/:�.•�i\ 3/4" [19MM] SQ PICKET COARSE\PROCESSSEO AGGREGATE 1 3/8" [35MM] X 1 1/2" [38MM] U—CHANNEL RAIL H COMPACT SUBGRADE (85% COMPACTION) INDUSTRIAL DRIVE RIVETNOTES: STONE DUST PATH 1. WET STONEDUST FULLY PRIOR s" [152MM] TO COMPACTION (95%) SC-6 N. T. S. 2. COURSE PROCESS AGGREGATE (95% COMPACTIONI) 3 13/16" (87MMI (2) ENDS EXTENDED CENTER PICKET SUPPORTED 2" [51MM] NOM 1" AT GRADE BY 4" DIA X 36" DEEP NOTES: i. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. [102 X914MM] CONCRETE FOOTING MIN DEPTH NOM HEIGHT (H) 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. IN: 36" 3'-0" [914MM] 3. FOOTING WIDTH TO BE (4)X POST WIDTH. V-6" [1067MM] MM: 914 ORNAMENTAL METAL FRAME 4'-0" [1219MM] 2 METAL ORNAMENTAL FEN C E WIDTH IN: CONCRETE WALK SC-6 N.T.S. MM: CAP UNIT ADHERES 5' CONCRETE WALK TO TOP UNIT ---\ W/CONCRETE ADHESIVE MODULAR CONCRETE UNITS ----IMPERVIOUS FILL 12" DEEP HEIGHT: SEE SITE PLAN (36" HT. MAX.) DRAINAGE AGGREGATE N OTES: 12" THICK MIN. 1. FINAL DESIGN T BE BASED UPON SPECIFIC MANUFACTURE. 4" DIA. DRAIN PIPE (� I` OUTLET 0 END OF WALL OR --III-II AS SHOWN ON DRAWINGS GRANULAR LEVELING PAD MIN. 6" THICK X CONC. MODULAR RETAINING W SC-6 N. T. S. Q I RAMP 5• (MIN,) C URBPER FT. MAX SLOPE PLACE EXPANSION JOINT AT BACK OF CURB LINE SIDEWALK OR AT SIDEWALK LINE. LINE k I SECTION A —A 8 PLAN VIEW GUTTER LINE CONC SECTION B—B TRIAN CURB RAMP—TYP N.T.S. 12" SIGN 'A' SIGN 'C' ( WHITE TEXT AND HANDICAPPED, -'BORDERS PASSENGER PARKING BLUE LOADING BACKGROUND ZONE STATE PERMIT REQUIRED VIOLATORS STATE PERMIT WILL BE FINED REQUIRED VIOLATORS , SIGN B WILL BE FINED _ 12" -- NOTES: —SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM to VAN ACCESSIBLE DESIGNED FOR LONG TERM HANDICAP LOADING OUTDOOR USE AND MOUNTED ON U—CHANNEL POSTS, BLACK PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT ADA PARKING SIGNAG PER STATE REGULATIONS —SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT X SC-6 o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, _E PARKING SIGNS N.T.S. NO. I DATE REVISIONS DESCRIPTION m ,-5?/l 6„ ,-7�/l6„ ADA V N� ACCESSIBLE ADA ACCESSIBLE ,1 SIGN 'A' `SIGN 'A'-ADA PARKING SIGN SIGN 'C'-HANDICAP LOADING ZONE SIGN ADA PARKING r. SIGN 'B' ALUMINUM PANEL SIGN SIGNAGE MODEL UFAC FINISHED GRADE AS MANUFACTURED BY TAPCO OR X APPROVED EQUAL 2" U CHANNEL POST COLOR: BLACK 12%6" 'VAN ACCESSIBLE' z ADA ( MODELDA GJOINT 24 �l---- CONCRETE WALK OR PAVEMENT AS MANUFACTURED BY TAPCO OR APPROVED EQUAL NOTE: FOR SIGNAGE DETAIL SEE DETAIL � (j' 12" SO. CONCRETE FOUNDATION +- -- COMPACTED SUBGRADE ACCESSIBLE SIGN POSTS N. GRAPHIC SCALE 40 0 20 40 BO ( IN mor 1 1 inch = 40 ft. X SC-6 9„ 3" P PAVEN N.T.S. V,A NOTES: 1. CONTRACOR WITH TOWN FOR VERIFICATION OF COMMUNITY CENTER ELECTRICAL PANEL CAPABILITIES TO HANDLE ADDITIONAL SITE LIGHTTING ON EXISI-TING CIRCUIT (BY OTHERS). 2. COMTRACTOR TO CORDINATE WITH TOWN FOR ADEQUATE UNERGROUND WIRING SIZES CAPABILITIES TO HANDLE ADDITIONAL SITE LIGHTING ON EXIISITING CIRCUIT (BY OTHES). 3. FINAL ELECTRICAL DEMAND WILL BE BASED ON FINAL SELECTIONS OF FIXTURE AND MANUFACTURED BY TOWN OF SOUTH WINDSOR, CT (BY OTHERS). 4. COORDINATE WITH TOWN FOR FINAL ROUTING OF NEW UNDERGROUND ELECTRICAL TO NEW PARKING LIGHTS (2). 0 N BA1E PLATE TO MATCH EXISITING POLES FINISH GRADE 1--12"--1 xo• 3—DIMENSIONAL VERTICAL VIEW CITATION SERIES (CT2H) LIGHTING LUMINARIES BY LSI INDUSTRIES W/FLAT LENS, 175-W-MH-FULL CUTOFF W/ TYPE III EFLECTOR/DISTRIBUTION. POLE HEIGHT: TO MATCH EXISTING (APPROXIMATE 20' (SQUARE POLE) COLOR: BRONZE (POLYESTER POWDER COAT) FINAL SELECTION TO BE COORDINATED WITH SUPPLIER AND TOWN PROJECT ELECTRICAL CONTRACTOR. 3" SQUARE TUBE POLE RUB FINISH ON EXPOSED PORTIONS OF CONCRETE BOX 2000psi CONCRETE 28 DAYS 1 " RGS CONDUIT SEE PLAN FOR ROUTING r*_�'�LIGHT POLE & LUMINAIRE N.T.S. ARKING X PARKING SPACE ADA PAINT STRIPING sC—s N.T.S. 0 Tel. 860 •291 8755 Fax 860.291 8757 DIET ,t nU"65 esign 0frofessionals, Inc. DESIGN. RLB DRAWN GLW CHEC/�ED. RLB Icivil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 1876 DATE.• 3115/05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.. 108S1187611876-7.DWG � DE % SOUTH PENDENT RESURVEY PREPARED OF jFOR: TOW SOR "MY FRIENDIS PLACE" NEVERS ROAD SOUTH �VnNDSOR,, CONMC TIT' SHEET SC-6 SC-'7 MOUNTING TAB WITH WELD TO 3" & 6" MOUNTING BOLTING HOLES ROUND STEEL BA EDGE OF SCULPTURE SPACE MINIMUM 1 /2" INCH GAP 3"&6"ROUND FRAMEWORK 3'-a„ ENTRANCE MOUNTING FRAME FOOTING DETAIL o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY n x 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. NO. I DATE 1 FLASH COLLAR WATERPROOF COMPOUND (2" DEEP) (4) HARDWOOD WEDGES EQUALLY SPACED EXPANSION JOINT (1" EJ W/SEALANT) CONCRETE SLAB THOROUGHLY COMPACT SAND WHILE IT IS BEING POURED 8" DIA. CORRAGATED STEEL PIPE 3000 PSI CONCRETE (4) STEEL WEDGES, WELDED 16"x16"x3/8" WELDED STEEL PLATE 7 1 /2"x 7 1 /2" x 3/8" PLATE SUPPORT WELDED TO SPIKE 3/4" DIA STEEL LIGHTNING GROUND SPIKE WELDED TO PLATES DESCRIP77ON m NOTES: 1. ENTRANCE SCULPTURE TO BE DESIGNED AND CONSTRUCTED BY KAREN ROSSI STUDIOS SOUTH WINDSOR, CT. AND TOWN OF SOUTH WINDSOR. 2. ENTRANCE SCULPTURE SUPPORTS TO BE STRUCTURAL DESIGNED BY OTHERS AND COORDINATED WITH TOWN & KAREN ROSSI STUDIOS FOR PROPER DIMENSIONING AND SUPPORT FOR DESIGN. 3. COLOR SELECTION TO BE FINALLIZED BY TOWN 8c KAREN ROSSI STUDIOS. ALL METAL ELEMENTS TO BE POWDER COATED IN COMPLIMENTARY COLORS TO THE REST OF THE PLAYGROUND. STRUCTURAL COLUMNS AND SUPPORTS: HUNTER GREEN TO MATCH ORNAMENTAL METAL FENCING. 4. STEEL TABS ARE BRACKETS TO BE WELDED TO 3" AND 6" ROUND FRAME WORK FOR SCULPTURE: TABS TO BE DRILLED TO PROPER BOLT SIZE, TO SUPPORT METAL SCULPTURE. NUMBER OF STEEL TABS TO BE DETERMINED PRIOR TO CONSCTRUCTION AND INSTALLATION. 5. METAL MOBILES AT TOP TO BE ON 1 INCH DIAMETER BARS (12 " & 18" IN LENGTH) BOLT ASSEMBLY TO PIPE FRAME. 6. FINAL STRUCTURAL DESIGN AND FOOTING CONSTRUCTion BY GRAPHIC SCALE 40 0 20 40 DO IN MET) 1 inch = 40 ft. ENTRANCE SCULPTURE SELF LEVELING SEALANT OTHERS EXPANSION JOINT SEALER DETAIL N.T.S. Tel. 860.291 8755 Fax 860.291 8757 esign rofessionals, inc, m civil engineers • planners surveyors ■ landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 DETAILS DESIGN. R48 I DRAWN.• GL W I CHECKED.• R48 JOB No.: 1876 1DA TE.• 3/15105 DRAWNG No.: 10BS1187611876-7.DWG DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR OMY�• yFRIENDW PLACV A� EVERE ROAD CO MMC 11! di 604WA C --'7 PLAYGROUND SURFACE KEY [ROT4�RY FIELD] / _NEVER,S, ROAD FIELD NO.2LLJ 0 _ f SEEDING LIMITS AND �. \ - - - - _ ` ` - ` - 8- - - - - - - - \ / - `18 LIMITS OF DISTURBANCE ' y - - �, I{ -'' �' 1 1 SEEDING MIXTURE ,' ` - _ _1g�j- - - - - - - O� 'S � � TYPE - - - O / j , - - - - - EXISTING TREES - 8 Q �0' EX., -YD.' C C 3�- F`4-�0� , TF=185.12I .F.= 175.50 14-LM- O F / , - ., DRYWELL _ �. 184 �INV. = 173.50 _ 5-G'O CONC. DUG -OUT '" "` ` p / ,. - ; / - - ! . \, _ _ _ _ _ - 1-RCP `i / \-. '` __-___---- 1 D-- PAD ��-- _ 12 14-HS 3-HS - - - -� `" " - �` " / - / - ' • ' / _ _ FOR BLO 0 BOUt� ESS - - - tN LAYO T PLAN \ --- --- ---- ___ - •` `�'-.._- -/ ,r ',,, `/ __ _ - '" -- - -- - "" 177 AY SHEET SC-2 ----- -- ------------ '`-- "� J ,yQa� 2-AR RGER SCALE ------------- EX. COB . /"'" � j RF ° a 2-AC TF--177.09 10- �/ 1 I ` FL-171.44 ' RF , WM m-C., Vk �j w �Iwwl' 27-EPM-1 WO F I I I 1. I i I I I I I I �I I ► o + PA29'-CV2 09 - - x 8f--SB , -' N AG I ccB � EEX. CLCB 1,i --- r / QP0. I I I I I TF-175.1 � _ � - x. _ LP p FL=16 .67 , 180 1 o 1 ' cv ' FL=167.42 0 �- . / L -- 3-PN QP ,' QP / J I / t?c' ► 1 I I I '� r 2" S ` EX. TF=1 . QP (-- P - 1 - �-- ` . QP QP �� r CLCB N0. 1 T.F.= 169.00 - INV. = 166.93 (OUT) _ J - 12" PVC FL=166.93�;- SEEDING LIMITS AND - - - - - - ' - �. .•-' LIMITS OFI DISTURBANCE ,' ,' ,+ _ - ^ -- - - - ...._. ____ -- --- EX. CLCB 2.68 � -172 FL out-r 9.58 �. SEEDING MIXTURE "' -- -- �. co ko ' ` r ..... ..- ,� --- --- -.,,,, ,.., ""' r'.. `- "' '--- TYPE II ✓ ko r � 0 88EX. COS 7=169.45 ' ' FL=165.45 �, / EX. SED. EX. SMH ' / / EX. SMH ' I LEGEND ® EXISTING IRON PIN ■ EXISTING MONUMENT 0 FENCE POST A A_ LIMIT OF REGULATED WETLANDS -•-•- LIMIT OF 80' REGULATED UPLAND REVIEW AREA SILT FENCE TEMP. SEDIMENT BASIN (SEE DETAIL) ■II■��■I�■II■III TEMP. CHAINLINK FENCING NOTES- 1. FOR LANDSCAPE DETAILS SEE SHEET L3 2. FOR LANDSCAPE PLANTING SCHEDULE AND NOTES, SEE SHEET L3. 3. FOR BLOW-UP OF PLAYGROUND AREA PLANTING BEDS, SEE SHEET L2. EX. CCB cn / STRUCTURE TF--169.22 , I TF=169. 47 1 / "`- T F. =169. 45 FL-156.87 TL 153 50 1 .�.. 8" PVCC ,'' ,'� , F=1.0 FL=166.47 2/ X. CC I � 14 T 160.1 I ti � N , ' - ' .' � - / '/ F f L ! t 56. 8 tWn L S/X3 - - ` ` - EXIST. MON. 0C x Ej 8 EXIST. /.P. - _ _ / _ _ -. % OXti - - - - _ - - - - -- / EX1ST. 4' CONC. WALK- jQ M M M M M " / r EX. CCB r EX. C M iV M' IM o M ` EXISTING /' I VEI?S ROAD TF=167.9. ` t- 168.02 ----- ---- FL=164.9�# FL�164.32_ / TO BE RELOCATED EX. My D. C. I. P. / AS REQUIRED , / _ _ .. � EX SMH o{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS •• Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ■ Tel. 860.291 8755 1 Fax 860 291 8757 LANDSCAPE P� GRAPHIC SCALE eslgn ° ° ° ° m INFORMATION. ALL EXISTING UTILITIES SHOULD ■ ° BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 70 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD lmmiiimi�rofessionals, inc, BY A LICENSED LAND SURVEYOR PRIOR TO � DESIGN.•RLB DRAWN.' GLW CHECKED. RLB CONSTRUCTION. W FEET 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 20 fig ■ civil engineers • planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE " landscape architects • gis gps JOB NO.: 1876 DATE.• 3/15105 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: JOBS/1676/1876-0.DWG DEPENDENT RESURVEY PREPARED FOR: SHEET TOWN OF SOUTH WINDSOR OMY FRIEND'S PLACE" NEVENS ROAD SOUTH ma®p"p C ODIMIMCVy 3 SEEDING LIMITS AND LIMITS OF DISTURBANCE SEEDING MIXTURE 6- — — — — — — _ TYPE II _ EXISTING TREES -'' EX., -YZ?. CLCB T85. 12� --- .F.= 175.50 14-- LM OR YINELL i � _ - --'184 INV. = 173.50- ,i �, r -_-___ ------------------ - \ -- 1 Z--- 2 14- H S "� \ - - _-- - - - 177 2-AR \ 4-- A - F 9-VP 3 JSG 2- JSG 2- JS --180— ` 10-RF -- JSG, 5=HS r t L I 16-1� 2- gR 16-EP\+l--` 0 i 30 i 1 Ira "ECT �� C `� LP mummomm— L I I I I V I I I I i I _ _ ;TING TREE BE REMOVED I I I 27- EPty�-- 4 3-AR 0 0 fDa�o•♦ T `01 PA2 25-CV 8,=SB LP 180 ' O / 1 ' QP QP ! QP , QP ' ----------- --- ------ — ' ! — — — — — — — — — — — — — — — — — — — — I ' 10000, / N zo n 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. 0 0 J WN 0 19 LAWN • `." ;ate 0 �.o AG SP MAP 0 2-AC \, / - M � H " - P -9 - � 3-PN 0CLCB N 0. 2 �..3 E W T.F. - 3.5 - 8 (OUT) 20' S.Y. W iJ . 0 ALU o O QP .J ' 4 0 ' N -' A( w CL -'' QP -� 2AG QP V- CLCB NO. 1 ! T.F.= 169.00 //-1 INV. = 166.93 (OUT) - _ _ 1 12 FL = 166.91 SEEDING LIMITS AND LIMITS 0�F DISTURBANCE EX. CLCB ! / TF= 62 68 / J FL ovj;FA59.58 EXISTING TREE LINE m Tel. 860.291 8755 DEPENDENT RESURVEY PREPARED FOR: SHEET Fax 860.291 8757 LANDSCAPE PLAN TOWN OF SOUTH WINDSOR 20 0 GRAPHIC SCALE esign PLAN '� Z° '° - "MY FRIEND'S PLACE" rofessionels, inc. L2 IN FEET � � civil engineers • planners surveyors DES/GN.•RLB DRAWN.• GLW CHECKED.-RLB NIa'� a RS ROAD 1 inch = 20 ft. .. landscape architects • gis gps JOB No.: 1876 DATE.• 3/15/05 L 3 NO. DATE DESCRIP7 ON BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/1876/1876--L 1.DWG `�®UTH WI DOO CONNECTICUT J (2) 3/16" CABLE CLAMPS 3/16" GALVANIZED AIRCRAFT o ° CABLE / WOOD MULCH 4" PLACE GUYLINES FnLIInigTAWT AROUND TREE. 90" min. 3" BARK MULCH i t=1 f l=1 I I- III-1 I I=1 •������• �� � I- -1 11=1 f I-=1 I ICI I I=1 I I -1% III- i l- I I IEA 1-111-1 I MI I ::..::; III f� �I I I-1 I A I I-- =1 11=111=1 if I-1 0 11I- �I l i=; ._ III=1 I I=1 I!=1 I I=1 I I=1 I I-����::~..•:.:�;,�.�'::;:�-1 I I=1 I I-11I I- 1 1 I11=1 I I-1 I EJ 11=1 11=1 11=1 I I -I M I 1=1 11=1 I f _-I 11=1 1I- '' I I-1 11i =1 I I -I 1= 1I I 1=1 I- - I i l III- -i 1(-I I I-III=III-� I UNDISTURBED SOIL TREE SPADE INSTALLATION (ALTERNATE) STAKING 6"-10" CALIPER TREES. NOTE: SET CROWN OF TREE 1"-2" ABOVE GRADE. IF TREES MOVED PROCEDURE AN METHOD TO BE APPROVED BY TOWN OF SOUTH WINDSOR MECHANICAL TREE SPADE AND EQUIPMENT TO BE APPROVED PRIOR TO MOVING OF TREE. 30" LONG PVC TUBING 3/8" X 6" ZINC PLATED TURNBUCKLES MODEL 88 DUCKBILL EARTH ANCHOR =1 I 1=1 1I- =1 I 1=1 I 1=1 11= ILIMfflew III-III=1 I I -I � I -I I Ii {=1 11=1 11=1 I I�IIIIIEIIIIIEIIIII�IIII�:I-III; 2" SHREDDED BARK MULCH FINISH GRADE .'PLANTING SOIL MIXTURE COMPACTED SUBGRADE (TYP.) PERENNIAL FLOWER BED N.T.S. BALL DIAMETER + 12" SHRUB PLANTING BEDS N.T.S. ZZ n X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 1`9 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. NO. I DATE DESCRIPTION 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP ANC TIES FROM TOP 1/3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) C-J 00 NOT WiAVLY PRUNE THE TREE AT PIANTINO. sol�E DY �S� UO � WY�THE EDGiHO��RfLQVE t� ARCHITECT APPRdME M�RAA TRE£ TRUNI(S ONLY UPON THE M'WtOVAL OF THE I�ANE06GW7}E�AR7CISNIM. N W. MD STATE TEE AM!WM AT THE SITE WHEN M SET TOP OF R007 iIUS�pN�����7D H1GF&R N SL 'OWIYM 1-•2 SOHS. 2WMM(5K) OF AAME&NDMEENTSOA SO ELSRE OIL SEE 'SOIL IA(PROVEMENT DETAILS. NOTES ROOT nUt1<t S iALL BE A 1191RNA1 OF 2" ABOVE THE nN ISH GRADE 1K TTRRtN��ApCp�TMtE IS 1f AT Rf DP FINiE 6 NOT tt.+w T�RUK` DO NOT COVER 1I� TOP of THE ROOT 100 MM 4 1N.'HIGH EARTH SAUCER BEYOND ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IFPLANTIS SSHHI,PPEWITH A WIRE HIKE AROUND AND REN� 'E UPPERMD 1W0 THIN E R PLACES PIAlf RODT�L ON UNEXCAVATED TAMP MPD SOIL ROOT SO THAT ROOT BALL DOESNOT SHIT. 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. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SUIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. B&B EVERGREEN TREES IN ALL SOIL TYPES N.T.S. DO NOT HEAVILY PRUNE THE TREE AT PL44TING PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TI""' AND LATERAL BRANCHES MAY BE PRUNED: HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPL ARCHITECT SEE STAKING DETAIL. WRFP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TREE TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER HE TRUNK FLARE IS VISIBLE AT THE 70P POSSIBLE. /-EACH F THE ROOT BALL. TREES WHERE. THE TRUNK MULCH RING FLARE S NOT ASIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 M(A 6 FT1 DWAMINDO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM (7-2 IN.T .400 MM 8Fi. Dt41.1. PREFERRED �-L WITH SOIL. HIGHER IN SLOWLY DRAINING ILS. 200 NM (8 IN.) 4 IN.) HIGH EARTH SAUCER BEYOND 8GE OF ROOT BALL. SO MM (2 IN. MULCH. 00 NO PLACE MULCH ISJ CO(aTlu;T WIIH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR . , . , ' REMOVE ALL TWINE, ROPE AND WIRE AND A MINIMUM OF ONE YEAR AFTER I +t++ � ++�+�+ �+�� �����++���+�+BURLAP FROM TOP HALF OF ROOT�SALL FLANTIIJG. If 'PLANT IS SHIPPED WITH A WIRE BASKET AROUND AND OLD DOWE ROOT N 200 MCUT M (SKIN.) NTO PLANIN TING HLACES OLE. NOTE: FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED PLANTING AREAS, TYPES OF SOIL OR TAMPED SOIL. AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. 140 MULCH WITHIN Y OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SOVARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. PLANT LIST MATURITY KEY QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS SPACING HEIGHT/SPREAD DECIDUOUS AG TREES 5 AMELANCHIER CANADENSIS SERVICE BERRY 1" CAL. CONT. AS SHOWN 20'/10' CK 6 CORNUS KOUSA KOUSA DOGWOOD 1 1/2" CAL. B&B AS SHOWN 20'/20' FS 1 FAGUS SYLVATICA 'RIVERSII' 'RIVERSII' PURPLE EUROPEAN BEECH 3" CAL. B&B AS SHOWN 40'/30' MS 5 MALUS SARGENTII SARGENTS FLOWERING CRAB 1 1 /2" CAL. B&B AS SHOWN 15'/15' PC 14 PYRUS CALLERYANNA 'ARISTOCRAT' 'ARISTOCRAT ORNAMENTAL PEAR 1 1 /2" CAL. B&B AS SHOWN 30'/20' QP 9 QUERCUS PALUSTRIS PIN OAK 1 1 /2" - 2" CAL. B&B AS SHOWN 60'/40' EVERGREEN TREES AC 2 ABIES CONCOLOR WHITE FIR 6' HT. MIN. B&B 15' O.C. 30'/15' PG 6 PICEA GLAUCA WHITE SPRUCE 5' HT. MIN. B&B 15' O.C. 40'/15' PN 6 PINUS NIGRA AUSTRIAN PINE 6' HT. MIN. B&B 20' O.C. 50'/20' DECIDUOUS SHRUBS AM 0 AZALEA 'FIRE FLY 'FIRE FLY' AZALEA 24" HT. MIN. CONT, 10 YRS. 41/4' SP 6 SYRINGA PATULA 'MISS KIM' MISS KIM LILAC 36"-48" HT. MIN. CONT. 5' O.C. 61/4' VP 17 VIBURNUM PLICATUM 'SUMMER SNOWFLAKE' 'SUMMER SNOW FLAKE' DOUBLEFILE VIBURNUM 24" HT. MIN. CONT. 5' O.C. 4'/4' SB 8 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 24"-30" HT. MIN. CONT. 4' O.C. 30/3' EVERGREEN SHRUBS CO 23 CHAMAECYPARIS PISFERA, VAR. GOLD THREAD FALSE CYPRESS 24" HT. MIN. CONT. 4' O.C. 12/8' PA 0 PICEA ABIES 'NIDIFORMIS' BIRD'S NEST SPRUCE 18"- 24" HT. MIN. CONT. 3' O.C. 3'/3' IC 21 ILEX CRENATA 'GREENLUSTER' GREENLUSTER JAPANESE HOLLY 24" HT. MIN. CONT. 3' O.C. 3/3' AR 11 AZALEA 'ROSEBUD' ROSEBUD AZALEA 24" HT. MIN. CONT. 5' O.C. 4'/4' JH 0 JUNIPEROUS HORIZONTALIS, VAR. BLUE RUG JUNIPER 24" SPRD. MIN. CONT. 5' O.C. 4'/4' JSG 8 JUNIPERUS CHINENSIS 'SEAGREEN' 'SEAGREEN' JUNIPER 24" SPD. MIN. CONT. 6' O.C. 31/6' RCP 1 RHODODRENRON CATAWBIENSE 'PINK' PINK CATAWBIENSE RHODODENDRON 30" HT. MIN. CONT. 5' O.C. 6'/6' PERENNIALS/GROUNDCOVERS HE 17 HOSTA SIEBOLDIANA 'ELGANS' ELEGANS HOSTA 1 GAL. CONT. 24" O.C. 24"/24" HS 32 HEMEROCALLIS 'STELLA D'ORA' STELLA D'ORA DAYLILY 2 YR. GROWTH CONT. 24" O.C. 24"/24" CV 53 CAREX SIDEROSTICHA 'VARIF-GATA' VARIGATED SEDGE 1 GAL. CANT. 18" O.C. 12"'/l2" EPM 27 ECHINACEA PURPUREA 'MAGNUS' PINK CONEFLOWER 2 YR. GROWTH BARE -ROOT 18" O.C. 4871/2410 EPW 22 ECHINACEA PURPUREA 'WHITE SWAN' WHITE CONEFLOWER 2 YR. GROWTH BARE -ROOT 18" O.C. 48"/24" RF 16 RUBECKIA FULGIDA 'GOLDSTURM' 'GOLDSTURM' BLACK EYE SUSAN 2 YR. GROWTH BARE -ROOT 18" O.C. 24'/24" LM 30 LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LILYTURF 4" POT CONT. 12" O.C. 12"/12" PA2 11 PENNISTUM ALPOECURIODES 'HAMELIN' HAMELIN FOUNTAIN GRASS #1 CONT. 24" O.C. 24"/24" PERENNIAL/ANNUAL FLOWER BEDS FOR SEASONAL COLOR BY OTHERS (INCLUDES YELLOW DAFFODILS AND RED TULIPS) LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGR,^SS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE TOWN MIX) NOTE: 1. STAKE OR GUY TREES ONLY WHEN PERENNIAL RYE GRASS 10% OF MIXTURE NECESSARY FOR SPECIFIC SITE CREEPING RED FESCUE 10% OF MIXTURE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. ALSIKE CLOVER 5% OF MIXTURE 2. TREE WRAP TREES ONLY WHEN RED TOP 5% OF MIXTURE NECESSARY FOR SPECIFIC TREES OR TALL FESCUE 70% OF MIXTURE WHEN IT IS IMPOSSIBLE TO PLANT TREE APPLICATION RATE: 5.00LBS PER 1,000 S.F. WITH THE TRUNK ORIENTED IN THE SAME C. SEEDING MIXTURE TYPE V (STORM DETENTION/WATER QUALITY BASIN) NORTH ORIENTATION AS IN THE NURSERY. NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, iNC.(412)548-8000 APPLICATION RATE: 1 LB. PER 2500 SQ. FT. WITH ANNUAL RYE GRASS TO ACHIEVE STABILIZATION. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 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 VARIENCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 557,65% C. FIND 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. FERTILIZER 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. GRAPHIC SCALE 40 0 20 40 BO IN FEET 1 inch = 40 ft. Tel. 860.291 8755 Fax 560.291 8757 esign ■ rofessionals, Inc. ■ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 Town of South Windsor's TREE PLANTING SPECIFICATIONS January 2004 1. All trees will be handled by the root ball and not by the trunk of the tree. 2. All rope or twine will be completely removed once the tree has been placed in the planting area, burlap will be rolled down and cut or tucked under the root ball. 3. Any wire baskets will be cut and the upper 2/3 removed after the tree is placed in the planting area. 4. All trees shall be freshly dug within 30 day of delivery to the planting site. 5. All twine, rope or any other objects around the root ball will be removed. 6. A planting area of two times the diameter of the root ball will be excavated. The depth of the excavation shall be two inches less than the overall height of the root ball as measured from the root flair on the trunk to the bottom of the root ball. 7. All excess excavated material will be deposited at an approved site. 8. When back filling trees, growing medium will be worked in to avoid any air pockets. Care must be taken not to compact growing medium excessively. 9. The beginning of the root flair will be set two inches above final grade. 10. Water will be applied as soil conditions dictate. 11. All tree trunks will be will be free from any injury or damage. 12. All trees shall have a single central dominant leader. 13. Trees shall not be staked or guyed unless directed by the Tree Warden. 14. The depth of all mulch shall not exceed more than 2". 15. All tags, ribbons or other markings will be removed. 16. No pruning will be performed unless directed to by the Tree Warden. 17. No fertilizers or water polymers will be applied at planting. LANDSCAPE DET/11LS DESIGN: RLB DRAWN.• GL W I CHECKED: RLB JOB NO.: 1676 1DA TE:• 3115105 DRAWING NO.: JOBS/1876/1876-L 1.DWG DEPENDENT RESURVEY PREPARED FOR: TOWN OF SOUTH WINDSOR "MY FRIEND'S FLACP NEVERS ROAD