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00-07P_PLEASANT MEADOW SENIOR RESIDENCE_PLEASANT VALLEY ROAD
1 1 P / W f 1 •J S� 1 h1. i • C 0 I Inq�ll I,puun'llhl qI ! Ill I I Ipul I � nHl �"""'1 I,Iglll� ,,..ull�lll tp' IIIIIIIII! Ilt�l � I' •111 Illlll 11 'pl IIIIIIIIIII) 11111 III I •..11111111111 ( � IIII I � (IIII I ( I '•� III II�INIW II III,.,,.�.,ng1l I�'IW II(III�I �gllll n „1 ..,,�ll,l. I�IIIIIIIII�IiII 1 , , U N I pug �Il II plod � j II I I Uaunulld II II „ d Ilh... „11 II i,, IIIIIIIIIIIIn I� IIII ' II I� 'I li'1 ' 1 �1 1' q 1 .• Ill a .. ,d .. III a d� III 1 I u! l 11' 11 I' •. I„ „III Hlhn.• M�IIIiIIIU � IIIH' IIIIIIIIUII I In. ,,I �� IIIII Uu mmh cop 9111.114b Le %wf 09ULM Cd tit en SITE PLAN OF DEVELOPMEN'�'/SPECIAi, EXCEPTION , - I-zjl U0 11-"LI&A ANN T VALL'iz prepared by.. eslgln Prof essionals, inc. i :Ivil Engineers • Planners • Surveyors • CIS 165 S.�uth Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 f Robert C. Schechinger, Jr. ASLA I ILandscape tect The Turbine House 10 Front Street • P.O. Box 246 C.ollincvUle, CT 06022-0246 Tel. 860-693-1025 Fax. 660-693-4832 NOTC3. THC5E MA011* 6 ARE THR' F114 1'ATY Or VM" PROP IONALS, ING., AND HAVE BEEN r�q rA&V > TJ 1`i'—AL.L,Y rOR il'Ir 0VVCR%ArL!CAri l FOR iH15 P—RO .ECi i . 1 H T rlCC ryCJ T Tt) VC 64CP " AW OTHM MA"03e OR 5Y ANY OTHER PERSON OR PERSONS NOR PU"4VAJi= IN ANY MANNER NtlTHOVT T)tiC EAP'RE55 WRITTEN PZRM155ION OP M516N PR,0Fft6101JAIL5, ING. THESE PLANS ARE INVALID UNLESS THEY BEAR THE OR16INAL S16NATURE AND IMPRESSION SEAL Oe THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SLWYET AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-300E-20 OF THE !t£WLATIONS Of CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECIICUI— AS ENDORSED BY THE CONNECTICUT ASSWATIC1-4 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 KEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. : TO THE BEST OF MY KNOWLEDGE AND EF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. —_ 12882 RICHARD P. L.IC. No. BUoAR0S a O D aop ASSQODAME's 0 PLANNING - ENGINEERING - DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 i I (D A DD 0 U 117 jL(cu- I LMAP LOT N/F neurrca usr The Clover Group, P.C. Architects 40 Central Avenue Albany, NY 12206 (518) 436-8391 FAX (518) 436-8791 6� � � j. � X �'r .r li.:.w• ..,.�.. .ice .. • �..� i I AU, i• li f y V"/ f. .� ; � � IIIJJJI r2 /� DATE: _--- -- -- �;r...^_•w �...,.�..�.�._ _ _ _ _ r*-wS:;+••:..�.�:�.: -�rc;'•.jc.-ras:�-,a�Ia�.�j APPLICANT South Windsor Estates, L.L.C. 84 Willowbrook Road Longmeadow, Mass. 07106 Tel. (413) 567-5585 OWNER Anthony D. Russo 190 Old Stafford Road Tolland, CT 06084 Tel. (860) 872--4083 I n\' 1 ram^ \7 T\ AT k TD u\1S. L�e a 1XII A_1�. j. 16 Ij PLEASANT VALLEY RD. 14 PLEASANT YALLEY RD. 16 1100 PLEASANT VALLEY RD. 17 1180 PLEASANT VALLEY RD. C. M'INDSOR HILL, CT 06018 18 1100 PLEASANT VALLEY RD. 19 PLEASANT VALLEY RD. 20 PLEASANT VALLEY RD. 17 11 WHEELER` ROAD CINNAMON SPRINGS CONDOMINI. YM BURR MEADOW CONDOMINIUM SMITH, FRANCIS P. KIIIS SCOTT M d KAR£N A SMITH, FRANCIS P. FIRST WESTAG£ PLEASANT VALLEY A t SOt.: FIRST WESTAGE PLEASANT VALLEY . ;SOC. I PLEASANT HILLS CONDOMINIUM it Zoning Data Block AIC. DD LVI\L. RR 1. ITEM -- ----- Total Parcel Area Net Buildable Acreage Number of Units Parcel Density Lot Frontage Buffer Front Yard Rear Yard Side Yard Impervious Coverage Off —Street Parking REQUIRED/ALLOWED no minimum * note below 20 units 10 units/nba 200 ft. min. 25 ft. 50 ft./155 ft. ** 10 ft. 10 ft. 60% max. 1.5 spaces/unit --or 30---_—-_ PROVIDED 134,851 s.f. (3.0 , ac.) 2.95 ac. 20 units 6.77 units/nba 147.55 ft, ** 1 25 ft. (MF) & 35 ft. (SF) 157 ft. ** 10 ft. 10 ft. 39.6% 2.5 spaces/unit or 50 ***' * The Net Buildable Acreage is the total parcel area (3.09 ac.) minus: wetlands, regulated watercourses and flood plain zone area (0.14 ac.); slopes over 15% (0.00 ac.); utility easement (0.00 ac.) ** Minimum frontage required may be reduced by 1' for every 2' by which the development's front yard setback is increased. *** Parking: 23 garage spaces; 17 driveways & 10 aces p parking lot spaces. 1 2 3• 4 5 6-7 L.1-L. 3 Al 1-A 13 �Qo °, 15- F,� A 17 SHEET INDEX COVER SHEET N KEY MAP PLOT PLAN TOPOGRAPHIC PLAN SOIL EROSION & SEDIMENTATION CONTROL DETAILS LANDSCAPE PLAN ARCHITECTURAL PLANS ARCHITECTURAL ELEVATIONS REVISED: MAY izi, 2000 REVISED: MARCH 51, 2000 REVISED: MARCH 8, 2000 DATE: FEBRUARY I, 2000 SHEET 1 ._� ,.,,_ - _..rL4tr..._ .. .« `t.�.r:�o6+L+•'..5:- _«., _ .r...-.r.t.-... ... . _.. a......-...-...-. _ ..., . .__..,. ��e��� �_ _ ....,t..+ur .W.. _ _ __ _ _ _ - .�: Q 0 NOTES.' 1. HORIZONTAL DA TUM — NAD 27 — MAP REF. #1 2. AREA = 134, 851 SO. FT. J. PROPERTY PRESENTL Y UNDER OWNERSHIP OF ANTHONY D. RUSSO 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. 5. ALL FOUNDA TIONS TO BE EOUIPPED W/TH A SUMP HOLE AND PUMP AS REQUIRED. 6. PROPOSED SANITARY CONNECTION AT EXIST/NG BURR MEADOW MANHOLE TO BE INSIDE DROP. 7. AN ORGANIC AMENDMENT WILL BE INCORPORATED INTO THE SOIL USED TO TOPSOIL THE PROPOSED STORMWA TER BASIN BOTTOMS. 8. ALI. RADII Ai,'E 10' U"VLLSS NOTED OTo,-f? 1t7SE REFERENCES.• 1. SUBDIVISION oi- ANTHONY D. RUSSO PLEASANT VALLEY RD. SOUTH WINDSOR, CONN. SCALE 1 "=40,' DA TE.• 12-30-80 REV. TO 7-15-83 SHEETS 1 OF 2 BY PALMBERG & RUSSO. 2. PROPERTY OF FRANK C. SMI TH, HILMA HRUB Y & ES TA TE OF PAUL HRUB Y PLEA SAN T VALLEY ROAD SOUTH WINDSOR, CONN., SCALE 1 7--40 FEET DUNE- 1949 BY PETERSON & HOFFMAN. J. PLOT PLAN CINNAMON SPRINGS PROPERTY OF GEORGE J. ACHENBACH, PLEASANT VALLEY RD. & CLARK ST. SOUTH WINDSOR, CONN. - SCALE 1 40' DATE 8-29-1972 RED/. 8-8-7J, SHEET 2 OF 5 BY ACHENBACH REALTY COMPANIES a�a" aka` r � t ~ 1540 SULLIVAN AVENUE SOUTH WINDSOR CONN. 06074 AREA CODE 203/ 644-25U 'tiAMlt Cat~ April 6, 2000 South Windsor Estates. LLC 84 Willowbrook Road Longmeadow, MA 01106 RE: F"Inuatnt Mtudow In-t as-nnt Valley Road SOUTH WLNDSOR, CT Gentlemen: The South Windsor muter Pollution Control. Authority, at its regular meeting of April 4, 2000, gave attntoval for the connection to the Burr Meacict'ws sewer of a 20-unit Senior Residence Dovelop ::cot at Pleasant Valley Road, as more specifically shown on plans entitled "Pleasant Meadow - Senior Residence Development - 1140 Pleasant Valley Road - South Windsor - Connccticut" prepared by Design Professionals, Inc., Job No. 99-1272, Drawings Nu. 31C. and 416 dated February 1, 2000, mkl iscd 3-8-W (Rev. 1). 3-13-M (Rev. 2). and 3-31-00 (Rev. 3) , and subject to the following conditions: i. Technical approval of the Town I3ngincering Department. 2. Final Authority uppruvul 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 written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. Applicant shall provide final drawings incorporating revisions discussed during the April 4. 2000 WPCA meeting: the name change to Pleasant Meadow, the elevation change at Manhole 06 from 91.65' to 97', and the elevation change at Manhole #7 from 91' to 95.35'. 4. Eiisements between the Burr Meadow and Pleasant Meadow Condominium Associations shall be reviewed by and to the "isfuction of the Town Attorney 5. This approval letter must be superimposed on the final appro ans. Very truly yours, rids lfindson. Chairman Water Pollution Control Authority TH:rt cc: Matthcw Galligaln, Tuwn Vianaget Michael J. Gantic:k, Director of Public Works Jerry la=w3, Town Engineer ig--"w uai+ar6 T*si wt eif Planning John Collins, Chief Buulding Inspector Anthony D. Russo - Owner Karen Isherwood, Design Professionals, Inc. lv / F CINNAMON SPRINGS BROKEN MQN (1 o7'-E) (J 75'-N) N 26 S• O U 0 .265 •- ^' r , r 1 t. ,t V,J !I LL sue. ..._ I I 1 I I I 1 I 0 I i) U V J w �I+ A P BURR ME a DO W 1 I To BE sET PROPOSED 20' STORM t.RAINAGE 3t SANITARY SF VEER E ASEMFNT IN FAVOR OF Si)vill WINDSOR L.'1AIj:,. L C 10 O r �� C ) � 1 R(W DOUR, \ �V'' J J, j / SF'LI' RAID1 F iGODE RAII. �' QNI. RI R-5' / Ra5•� \ p p �\ /� �� J R =- 5' - 00 -R, �. R-43 O 4 \ >f 3X/' 20 h4 rch h �n \ 4 TO To BE sE r Z R - 511 �j/q^l I \ I \ i� h / a CANMON R£CR£A nAN AREA (S££ SHE£T L 1) • ` PRC? ST WKLL W/sy ON (SEE L 1) PROP, srx£cr / LnxYr (r F) (-qT L1CTAt L.J) k=25' PROP s rome S6`' s' WALL (SEE L2) / R�25• EX . 1. P. V I R-20-, \ / 1\ 19 10-1 7 nv SC'lOTT ,1 K_•1 RA'A' A. Kl rl / N/F FRaNCiS P. SAHT11 -i i `70wn ole slc� `Arm moo SULUVAN AVENUE • SO4JTH WINDSOR, CONN. 06074 AREA CODE 860 1 644-2511 March B, 2000 CcrLified #G4 11)177167 Design Professionals, Inc. ALLrr. Peter DcMallir 165 Sout-li Satr.11itr Road South W1I1d";01 , CT 06074 RE Appl. h00 UIP, Pleasant Meadow SRD. Dear Mr. OtMallie: At the March 1, 2000 regular meeting, the Inland Wetlands Ans•nry l('^ri L'r,•a ti0n ( nmmivaion Annrnve-d application #00-071 - Pleasant Mcadow SRD - 1WA/CC permit for the construction of a 20 uniL Senior Residence Development and associated stormwater structures on property located at Pleasant Valley Road (Assessor's uiap #16, pamel 15). This approval is subject to the following conditions: 1 . One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site:. Plans submitted to Planning & Zoning Commission shall Ix. con"Idered having met this requirement. 2. The apple( .Ltion shall indemnify and holed harmless the 'town of South Windsor against any liability, which might result from the proposed operation nr Ur,e 3 The perunt is valid for five years and shall expire on March 1, 2005. It is thc larido witer(s)/applicantis) responsibility to track expiration dates and nutify the Commission of a rcricAal rec ui-st at least 65 days prior to expLratrori 4 A $8000 t,ii tx.)nd must be posted. Four thousand to insure that erosion untroly ci:-r- properly installed and maintained during construction, and $4000.00 it. cover the successful installation of plantings in the proposed stormwute•r basins. An orgam, :trnrridnicnt will ter incorporated into thr soil used to topsoil the proposed �,t,irrnwater basin bottoms b. All appoc:ilb required must be obtained and submitted pnor to any activity on the bike 7 A contact pez -,on shall be identc.ed on the plans. Very Lruly you: �,, INLAND WL;TI-ANDS AGENCY/ CONSERVAT10N COMMISSION Fluabeth W,i1irn, (-'liairperson Kwi re,. Chief Hulldmg Official 'Drawn l:u};inrrr South Vv n:dw)i L:states LLC F • V w I �- <J / i.+� v {tif.I 4 W LI lI{.WV f. 1540 8UL.r1VAN AVENUE - SOUTH WNVOSOR, C0NN 00074 AREA CODE SW 1 644-2511 CERTIFIED MAU. Apn16,2000 South Windsor Estates LLC 84 Willowbrook Rd. Longrncaciaw. MA 01106 Dear Madam/Sir. Re: Appl #00-07P, Pleasant Meadow Special Exception and Site Plan We are pleased to advise you that the Planning & "Zoning Commission voted on March 28, 2000, to approve with modifications the above rtfc enced application for a Special Exception and Site Plan ofDevelopmelt This approval is for the constriction of a t caior residence development on property located on the north side of Pleasant Valley Rd.. RR zone as shown on plans prc{=od by Design Professionals, Inc., Job No. 99-1272 dated 211/00, as revised. This approval is subject to the following modifications: 1. Prior to cornmeacernent of any site work, a meeting must be held with Town StafL 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This appliica:tion is subject to the conditions of approval of the Wwrd Wetlands Agency/Conservalion Commission, including a bond in the amount of $8,000. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning ♦W� iY1a4^OYs. 5. Footing drains are required if the building has a basement. 6. Landscape bond in the amount of 33,000 is required and must be submitted prior to filing of mylam 7. All plans used in the field by the developer must bear tlic stamp and authorized agnature of die Town of South Windsor. 8. VI/PCA approval is required. 9. Engineering comments of 2/ 16/DO addressed to the Town Engineer's satisfaction. 10. A 4f - fence is tNuire d to be installed on the easterly side of the parking area to screen headlights from the abutting properties to the cast 11. In accordance with the requirements of Section 4.1.12g, the minimum size of trees planted within the combined yard setback back/buffer is 6" caliper for deciduous trees and 15' height for evergreen trees. The landscape plan must be revised to reflect these minimum standards. 12. Applicants shall provide to the Commission a copy of the restrictive covenants governing age of occupants. 13. Free standing lighting must be in conformance with Section XV% Signs and Outdoor Lighting. Black and white trampamut mytars of Sheet #2 with the above modifications, together with thrice blueprint copies of the entire sex of plans must be submiuool to this Commission within 30 days to be stamped and signed. The letten of approval of this Commission as well as the Wand Wetlands Agency/Conservation Commission must be reproduced on the mylars. A13ar the mylan have been signed by the Commission, they will be resumed to you for filing in the Office of the Town Clerk. After filing thcxe plans, a copy of the receipt must be submitted to the Planning Department The attached Special Exception fonn must be completed and filed in the Town Clerk's office. Ile special exception will take effect upon filing. Sinc=ly, Walter 1. Mealy, Chairman Planning and Zoning Commission Attachment cc: Town En gi ncer Chief Building Official LEGEND Assessor Superintendent of Pollution Control O IRON PIN TO BE SET Fire Marshal t-: EXISTING MONUMENT o + x i. UNLESS OTHCRWISE NOTED, EXISTING UTILITY " LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE {m..v INFORMATION. ALL EXISTING UTILITIES SHOULD vo 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 SF'AL AND ORIGINAL SIGNATURE. OF THE PROFESSIONAL ENGINLER/SIJRVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-' 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. IT IS AN INDEPENDENT RESURVt_Y CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 SANIT do ST. INV./IOC.EX SiR. KMI 4 5-9-00 ADJ.T.O.W./GRADING; TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NUTLD HEREON. __- -- _-- - 12882 RICHARD P. MARTEL IC No 3 3-31-00 ADD LABEL•RAD.OENT./PKG:RAISE SANIT.OBURR KMI 2 3-13-00 kCV. STORM PIPES/F.L. KMI 1 3-8-00 Rt V. I'Ek TOWN COMAMLNTS KMI NO. DATE DESCRIPTION By GRAPHIC SCALE 40 0 20 40 60 IN FEET ) 1 inch = 40 ft s n• C 8-755 e i -PLOD 7 pLAH ■ ■ &*,& r o f e 6 0 01 1.10%. a 1 ,411,7° ! 0 I C■ DESIGN: KMl ORA KN' KM/ CHECKED.' R P M I Civil Engineers • Planners • Sur teyors CIS ✓OB No._99-1272 — DATE.' February 1, 2000 ,uuth sute-1,te road rnJsor c , c'.t b;i.'4 DRAWNG NO.: d.' 99127 2 991272—s Property Survey/Resurvey Prepared For. Pleasant meadow Senior Residence De velopmen t 2 SHEET l lll� \l vv/V(l� r_`` �_ / '•+ \ \\ \\ \\ \�\ \ �. =104/0Vrf�IP'-RAF' Yl T O o �� \ �LUNGEPOOL / F--0 3 0700 jJ 1•p / /SI aDS 2PSMH #5 `T.F.=108.75 N V 100 \\ s `\ \ 0 -9vs, 0V 0. 01 P . �` -- -� i / INV. = 9 7. 50 \` \T F. - 108.2_ INV.4 96.25 PCB k1 `7cY' \ r T F 8.0 � T / ��10 ., F"°'�,�� � `'C y \ r. } 4 p P FE3#3 �./ \ r 1,1 F-PSMH iy '4 3 T.=107.75 °8. S / \ m \�." �� �' T.=108..)', Q INV.-104.50 (15") " \ �m \,P� JV=97.Oi` '� MARK / INV.-105.25 (6) 8 PSMH 2 NO TES.-/ 6 / # 1. HORIZONTAL DATUM - NAD 27 - MAP REF. 11 S P C-0� 4 T. F . =1 INV.=96.08.1 7 � �v,s 5 �, t,�O� �t / 2. AREA = 134, 851 SO. FT. T. F . -109. U hlp9 yL1� INv.-103.65 � 3. PROPERTY PRESENTL Y UNDER OWNERSHIP OF 0 ANTHONY D. RUSSO s �� 0) F 10930 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. F P PCB#_`, \03 T.F.-.109.0 5. ALL FOUNDA TIONS TO BE EOU/PPED WITH A SUMP HOLE AND PUMP i; n / 0S IrJ V. 12 103.65 `'' U, A S REQUIRED. d 0 0 N / ; : ( ) - o' 40 6. PROPOSED SANITARY CONNECTION AT EXISTING BURR MEADOW MANHOLE A O� INV.(15")=103.. � �' F I�J,1(. (18')=103.15 TO BE INSIDE DROP. -70" 7AN ORGANIC AMENDMENT WILL BE INCORPORATED INTO THE SOIL USED TO / �' (r yF> ` `� ' >Gt© PRO AF \ 40, / TOPSOIL THE PROPOSED S 70RUWA TER BASIN BOTTOMS. / J _w _ (,` �o,� � r E JDWAI - v� Fr p _ F s .L�� 04.40 s � _ 1 �� . � REFERENCES' k Ityv�ss 109 5, �Jjb 1. SUBDIVISION OF ANTHONY D. RUSSO PLEASANT VALLEY RD, SOUTH WINDSOR, CONN. \ \ \ 7/0 .0 U' • 0 SCALE 1 '=40', DA IF' 12-JO-80 REV. TO 7-15-SJ SHEETS 1 OF 2 BY PALMBERG & RUSSO. 2 PROPER TY OF FRANK C. SMl TH, HILMA HRUB Y & ES TA TE OF PAUL HRUB Y PLEA SANT \�.� \ 18 E ROAD SOUTH W/NOSOR CONN SCALE 1 "-40 FEET JUNE 1949 BY PETERSON & HOFFMAN. l ho � `� 1 / �� \��� \ :''09 VALL Y J. PLOT PLAN CINNAMON SPRINGS PROPERTY OF GEORGE J. A CNENBACH, PLEASANT VALLEY RD. l X �� s INv \_ & CLARK ST. SOUTH WINDSOR, CONN - SCALE 1 "- 40' DA TE 8-29-1972 REV. 8 8 73, l p S SHEET 2 OF 5 B Y ACHENBACH REAL T Y COMPANIES. F F 111.0 l CAR. 7720 / ryP. / 1 T8.1c 0 PSMI1 #1 / ! , / / / , O .SF l / 1 S 1.F.=110.40 F.L.-=98.50 dy (j, " / sU d, � r)Ti[JC, DRAIN PHOP. .�' O11 J FL-10 . PROVIDE RO T SCRE EN 110 hl0�s \_\ it o r ' x 1. UNLESS OTHLRWISE NOTED. EXISTING UTILITY o Zrr� LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE y?# INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. z 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO Q CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 5� OF THE PROFESSIONAL ENGINEER/SURVEYOR. T.F.=110.75 i ^/ - ASS 1r4V.=107 25 / V J0 ADS N- 1? n 0.O15 I .P.I PROP 18" F F, / F.E..:107.00 W•`RIP -RAP,/ q FJL 01JGLPO0L ern n � I I - i 114 [.I-.- 114.85 r F'CE3 F3 10• Ir, ✓. - 11 U. PROP STREET I . I . tj 1 14.85 ~'S 40 L IGH 1 (T YP. ) s (SEF DETAIL L. 3) / Pa OP. s rONE WALL 116 ' (SEE L2) O IRON PIN 'TO BE SET \\ �q; l c X• 0 EXISTING MONUMENT ` szo- .. EXISTING CONTOUR PROPOSED CONTOUR 118 x 287.3 PROPOSED SPOT GRADE ) - S - PROPOSED SANITARY LATERAL - W - PROPOSED WATER SERVICE - F - PROPOSED FOUNDATION DRAIN CL&P 25 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 4 5-9-00 ADJ.T.O.W /GRADING/SANIT.& ST. INV./LOC.EX STR. KMI IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 3 3-31-00 ADD LA8EL:RAD0ENT./PKG;RAISE SANIT.QBURR KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 3-13-00 REV. STORM PIPES/FL. Kral 1 3-B-00 REV. PER TOWN COMMENTS KMI `^- 12882 NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. LEGEND (;t GRAPHIC SCALE 20 0 to 20 40 ( IN FEET i 1 inch = 20 fL -7 '109 \��� OOTING DRAIN TLET: F. .=106.00 P. klo ] P OVIDE RODENT r S REEN / TO SE" SE T 110 .0s �r 170 '�) / MARK �77 ©0 / /� TYP.FOOTING 7 \7,0 -_ DRAIN: o / 2" FORCE -LINE 14 h j 112 � 86.- : ,i t • 8155 ���©���^n na� Property Survey/Resurvey Prepared For: ■ Pleasant Meadow 00@sign pLQH Senior Residence Development rofessio al s., Me. DESIGN.-KMI DRAWN. KMl I CHECKED: R J A U,40 Pleasant Va lky Road I Civil Engineers • Planners • Surveyors • CIS I JOB NO.. 99-1272 1DATE.• February 1, 2000 I i65 suuth sotru.te rood • snutr, Wridsor • connecticGt 06074 DRAW%NG NO.: of.- 19912721991272-so �®��� ������� CONNECTICUT N SHEET 3 , .. ti 0 1 NO IES.- 1. HORIZONTAL DA TUM - NA 27 - MAP REF: ,¢11 2. AREA = 1.34, 851 SO. FT. 3. PROPER T Y PRESEN TL Y UNDER OWNERSHIP OF AN THON Y D. RUSSO 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. 5. AL L FOUNDA TONS TO BE EOUIPPED WI TH A SUMP HOL E AND PUMP A S REOUIRED. F. PROPOSED SANITARY CONNECTION AT EXISTING BURR MEADOW MANHOLE TO BE INSIDE 0, ROP. 7. AN ORGANIC AMENDMENT WILL BE INCORPORATED INTO THE SOIL USED TO TOPSOIL THE PROPOSED S TORMWA TER BASIN BO T TOMS. REFERENCES.' 1. SUBDIVISION OF AN THON Y D. RUSSO PLEASANT VALLEY RD. SOUTH WJNDSOR, CONN. SCALE 1 "--40', DA TE.- 12-30-80 REV. TO 7-15-83 SHEETS 1 OF 2 BY PALMSERG & RUSSO. 2. PROPER TY OF FRANK C. SMI TH, HILMA HRUB Y & ES TA TE OF PAUL HRUB Y PL EA SA T VALLEY ROAD SOUTH WINDSOR, CONN., SCALE 1 "-40 FEET ✓UNE 1949 BY PETERSON & HOFFMAN. 3. PL 0 T PLAN CINNAMON SPRINGS PROPERTY OF GEORGE J. ACHENBACH, PLEASANT VALLEY RD. && CLARK ST SOUTH W/NDSOR, CONN. - SCALE- 1 "-40' DATE 8-29-1972 REV 8-8-73, SHEET 2 OF 5 BY ACHENBA CH REAL TY" COMPANIES. .Tcy LEGEND 4 O IRON PIN TO BE SET 3 o EXISTING MONUMENT 520 EXISTING CONTOUR MARK--{_520 }- PROPOSED CONTOUR 2d 1 3 PROPOSED SPOT GRADE - S -- PROPOSED SANI FARM LATERAL - w - PROPOSED WATER SERVICE - F -- PROPOSED FOUNDATION DRAIN 1. UNILSS UWERMSE NOTED, ExISTiNU UTIIITY REVISIONS t OCA (IONS A:, SHOWN, ARf BASED ON A VA,L AHI L - I 'fRMAC,N. A1(. EXISTING U 11 I,r.r '., r0I U _ _ E3F J-If1(; /! Pit 1fh PRIOR 77 (:ON;,Ik,1CT;!Ir< 4 '}-y-.00 AuJIOW,'rRA004G1'AhIr& ST !NV,.LD.FxSIR KM' ? A, -I 1)TI1 I I'I S ARE 10 fit 11AP;-D .t I,+r 1 ! I (, 1 t .11 0(; ADJ I AW! RAI) tX NT .'PK..RA-%i ,AN.I =3 PR KM. ' .' •,- LIB ',I:>t,M .„f t -„M n EX. M.H. 104 ' / 1 T. F . = 9/. 7 3 •V`r/ �rt� I F.L.- 9 3.68 (18") j 18'^-18' R.C.P. -d) 0.013 F.P.F. / I F X S.M.H. T F. = 98-12 / T.F F. (� I INV 7=89.22 (10") \ IIN I�v s,\ '.� _-I U) Psmh H ' �\\\`\ �- ,\1 I F.L..STORM (18")=94.47 T.F . = 1 u,5.0 \ I F.L.SANIT.(8")=89.42 I1`4V.--89.60 \\ r : J I I VERT.CLEARANCE=4-09' I I I X 3l I r I f I I I� I � I I I i EXISTING POOL I 1g0.16 i I t I I I i I J I, ` `' I coo I �'• ! l a 0x r I A - I FTJ IV I. I ' O BF St I i � t I CLEAN 0(,jT TYP. / \� \ - / ( ) _ � - � I f : ( : ;r1G DRAIN � a � ItA10js \ I I I I 106.00 \ 6 •-) ;, _ i I I �.., �IuL RODENT Q. i D F T. BASIN OUTLET W/DOUBLE GRATE T.F.-=104.50 �- 10 !. O kl L. = 99. 5 If p F ' �1: v '. 05.709 >,5 GO 11 �'qR 7 7 0 '�� _ k; A 104 � s \ 70,9 0 0 S0 ; Os �S % �9 SMH #6 \ '102 � 1 ./m \ L.=95.50 It \\ \ l TOW G l� G 09' 0 v�'yy w I �� CAR j 09 � I pUr' � DE: TEN FION / BASIN #2 6 9g.0 T W,_ \� / CF3#,i5 k @ (SLOPE 2: 1) Q W` �t \„\ TYPVII-DOU' L. / °' F v rEF) ,N �' \' ` T.F;'=108..1 �� PROP. 24" f oo // ' �fo / N�q %�N \ �� INtV.=104. 0 �. .L.=102.45 ! 90 \ 'N /RIP -RAP 11 110• �� 0' t5 1 �\ PSMH #5 GAR-; 0 INO \� �S•. ADS 1- 2 / T.F.=108.;5 7 0�' o - --- =1p0 \'\ s�\ \ O qw, c� C.01 P. INV.=97.50 _ s PSMM #3 �\ \ INV.7 96.25 PCB STR. I �C, Sc4 A �� T.F.. 8.0 ` Z�\ P 8 1 (15")=102.85 �� P -n t lU 3 ��. , �JQ' 04' F VC 4V (18")-102.6(1 PCB j#.S / T.F.=107.75 / O INV.=104.50 (15") IN V.=105.25 (6") PCB#4 7116 SURVEY AND MAP HAS BEEN PRLPARLD iN A;,,ORDANCF WI111 SECTIONS 20--300D--1 IHHU 2U-3000 1C OF THE REGULATIONS OF CONNECTICUT STATE A:)ENCIES - "MINIM,,M STANDARDS FOR SURVEYS AND MAPS r, THE STA If OF CONNECTICUT' AS E Nf/()k5f ,1 HY 'I+i -ONNE ( `ICU T ASSOCIA TION OF E AND ;(.)kV_' YOBS, INC 11 IS AN INDI PENDENT RESURVE ti r:GtiFOFtM.N(, r1�_R!lr h IAt, A...AMAC! CI ASS A 2 ANC vE iTICAt. ACCIIRACY Ci ASS T 2. 'U Tttf fii':i 0� MY KNOWLfb.,t .1r. :I. t.'4i' ,I'.i,.Ar,1.A., 1 i•i(E: A,),NG't I-,I,t JN \s \ tiu m �R °% #n s T.F.=108.2`) �y a o, V.=97.0E b list Tr h /, \\ Z 'J F.F.=108.97 INV.=:96.75 P GRAPHIC SCALE 20 0 10 .0 40 ( IN FEET ) 1 1I1C}1 - 26 ft. 860 :'S;' 8755 M r esign rofessionals, Inc. Im Civil Engineers • Plann,i s Surveyors GIS PROP. GUIDE RAIL 106 PROP. DOUBLE -RAIL SPLIT RAIL FENCE ALONG RET. WALL NOTE: RETAINING WALL TO BE DESIGNED BY OTHERS. SEE 108 DETAIL SHEET 7. PROPOSED RETAINING WALL / B.0•W.=105.0 T. 0. W. = i 0 8. 0 kf�9 DOTING DRAIN TLET: F. .=106.00 P OVIDE RODENT P. S REEN TO BE SE- F 190T cb 4 T on s 13 / s �F C,q 770 MARK R 7777 •0 / i� ✓TYP.FOOTING 70,0 - DRAIN: + 0 0"' , ! 2" FORCE --LINE DESIGN.- KMl D M W ..• KM/ CHECKED: R J A ✓08 NO. 99 - ,'272 DA r_E. February 1, 2000 DRAIti 7 % J- \ 991- 72 l `aal_?7?-s,o �w Properly Survey/Resurvey Prepared For: SHEET Pleasant Mea do w Sensor R es.t den ce Development 41IR40 PReacantt Vafley Road 7 102 100 E.:F?OSIOf J �0t,11 ��Ol- N i LS: 1 EROSION CONTROL" BY BF CONNECTICUTT COUNCIL FOR SOINSTRUCTED IN ACCORDANCE L TH THE I AND WATER ..,,% cIAvl F1 IFJ'PI A f 1151I1C 2 HAYBALES AS SHOWN TO BE BUTTLD 11GHILY LNU 10 LND A, Li J,A-- � -- - WOODEN STAKES PLR HALL S. ALL EROSION CONTROL MEASURFS ARE TO BE MAINTAINED OR RFPLACFD DURING CONSTRi 4 CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND LROSION ON THE PLANS. THIS PLAN MUST BERESPONSIBILITY APPROVED BYIMPLEMENTATION ENGINEEE AS*Eli FM OR THF TOWN ACENCY. 5 ANTI- TRACKING APRON TO E1F INSPFCTED REGULARLY TO ENSURE PROPER OPERATION. S TO OR REPI ACED AS REQUIRED, AND CONTRACTOR WILL BL RLSPONSIBt.E TO SMTP EXIS A5 REQUIRED. b. EROSION A14D SEDIMLTITATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRI WHEREVER POSSlBl 1 '. AREAS TO BF LEFT E3AflE FOR MORE THAN 15 DAYS SHALL EIL TREATED WITH AIR DRIED OR SEEDED WITH PERENNIAL RYEGRASS UNTIL_ FINAL GRADING AND STABILIZATION IS TO 8 AUDITIONAL EROSIOtI CONTROL. MEASURES SHALL BE. INSTALLED DURING CONSTRUCTION IF Ofl ORDERED BY 11-11 PROJECT FNGINFFR OR- THE PROPER LOCAL TOWN AGENT 9 HAYBALES 10 HE PLACLU SO THL SIRING DOE.`. NOT COML IN CONTACT WITH THf' GROUI tC. CONTRACTOR TO PERIODICALLY CLE,',N CATCH BASIN SUMPS AS REQUIRED DURING C0161 I� a I4:U1Ct>t lwr�'Emit-& aw'Y'W ' H}V.lItUlsilf Grp; .l1lliiAl )IV S C' PRO 6'- FILT 6" CT D.O.T 2" NONE TO BE PLACED OVER FILTER FABRIC MATERIAL 'RON EDGE OF PAVEMENT Flow 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 8'x8' TRENCH FENCING H THE hi END Of E POST 5' UPSLOPE PDST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. 95, 12' MIN. r 1 r BRIC TO 4. BACKFILL THE FILTERAND EXTEND THENEX AND COMPACT FABRIC �� THE EXCAVATED SOIL COMPACTED BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER Haybale Installation at Catch Basins (5, `+' 8'55 LGl11JlAl�'AllrW�/M1 UV 21 EROODDH esign IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWL t�a� fir—/ u ,Jr % inc. -W/ CHECKED _R J A _ 1 l i I 1�j I I h F r F i -- —. 1 M 1'7:' �TE. fet'-V-Uarl M Survy ICIS - �1_20i)c' ----- ---- --_ __ _ ! I r _ ..-,......_..�. ... ,... _._ .T• :� tic: � �>�. _ • :)��/ �7.:' i ..... r �.....—.. . ♦. a . .. r . ..JJ r. ♦_.«.J'.w— AK-.. JAWwA.>• iI lil.� Y' �►..\J{i�Mrl.tlrJ�:+f.rYl►��iw Storm SewerStructure Flo w lchor with two 2"x2"x3' akes in each bale. LEGEND O IRON PIN TO BE SET u EXISTING MONUMENT o20 - - EXISTING CONTOUR - PROPOSED CONTOUR 287.3 PROPOSED SPOT GRADE �. IWI PROPOSED SILT FENCE PROPOSED HAY BALES Property Survey/Resun ey Prepared For. Pleasant Meadow Senior Residence De velopmen t lli1�' �fy IP'?� utr. ` a l ev Load SHEET .5 / 7 7 . yr ...tip.. GENERAL NOTES: 1 All T;t)N`111i11i'lli)N M Ci1N1010A 10 HIM 01 `,T111111 IMNW,01i ANT)/01? MI 11i111'0111M 1)1',110 1 COMM1','MiN SiANUARDS AND SPLCIIICAIIONS. 2 Al_L PROPOSED CATCH BASINS ARE TO HAVE 2 F f. SUMPS 3. ALL DRIVF_WAYS ARL 10 [if PAVLD WI iH A MINIMUM DRIVI WAY WID IH Of 10 1 1. 4. CONTRACTOR SHAI L OH TAIN All RFOUIRE D PI RMI 1`; PRIOR 10 CON OROCTfON 5. FIELD CHANGES SHALL HAVE: PRIOR APPROVAL 01 IHE TOWN OF SOUTH WINDSOR ANU/()k AGENT AND iHI. DLSIGN I.NGINLER. 6. CATCH BASIN TOPS SHAH NOT HE (A MI.NILD DOWN UNTIL FINAL GRAI-11 `, Aki SET 7. ALL PROPOSED U TR I TIF S ART, TO BE UNDI RGROUND 8. UNLESS OiHERWISE. N01LD OR SPI_CIFILD, ALL ROADWAY AND STORM DRAINAGE CON`,ikllCllON SHALL BL CONSiRUCiLD IN CONIORMANCL Willi IHE SiAIL UI CONNICTICUi D.O.I. "SiANDARU l,I'L(:IfiCATION`) IOR ROADS, BRIDGES, AND INCIDENTAL CONSIRUC110N, f ORM 814-, OR MOST CURRI Ni 1`..`;llf Pf RTINF Ni CONSiRUCTION DETAILS THAT ARL NOT INCLUDED WITH THESI DRAWINGS SHALL CONIORM TO THl `,IATF. Of CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS 9. MAXIMUM SLOPE OF FILL TO BE 3:1 UNLESS UTFiLRWlS1 NOTED. ALL FILL MATERIAL IO lit (:ELAN MALE RIAI "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WIfICH IS INERT IN H KM`., Of LEACHING AND POSES NO THREAT, PRE SLNT OR FUTURE , Of PUIIUTIUN TO SURF ACE WATERS OR GR0l1NOWATLR`; MORI OVf R, CLEAN FILL_ TYPICALLY EXCLUDES, BUT IS NOT LIMITED f0 11-IF EXCLUSION 01: DEMOI I iICNJ OR CON )TRUCTION WASH MATLRIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPIIAL1. PAVING MAILRIAI>, OR BY-PRODUCiS; YARD WASIF S, INCLUDING BRANCHES. LIMB`_,, BRUSH, SHRUB`i, 1RF F L,, PARTS Of IREL STUMPS AND SIMILAR MATERIALS GROWN ON ON L MINA iING I ROM LAND, NONPU fRI ',IBL L SOl ILI WA`111 COMBUSTIBLE OR NON COMIIUS11I311, AND HUI KY Rt)li[J1',Il OR KEf ll J., INCI UDING PU IR1';IHLf `,(JI lO' ;I.MI SOLIDS OR L IQUIDS 10. ALL STUMPS 10 HE CHIPPI D ON 'SITE. S iUMPS NOT CHIPPED SHAII HE RE MOVED FROM ',I I F , NOT HURIE U 11. E XISIING' UTlH1lLS AS DI PICILD ON THIS PLAN Al-d iAKI N I -ROM AVAIL ARIA. INI ORMA IION i O CONTRACTOR IS TO HAVE EXISTING U 11LIT1LS f ILLU VE RIF IL D PRIOR 10 CONSTRUCIION Hf f OFit EXCAVATING, CONTACT "CAH BEFORE YOU DIG" AT 1 800 922-4455. 12. IHE CON 1RAC TOR SHALL APPLY lI MPOiRARY DUST CONTROL ME A')URLS AS NI EUE D 10 AC:COMPI SH CONTROL. AND MECHANICAL SWI LPER', SIFALL BI I.P4.1) UN ABHI ROAD WHLRF NECL :,';ARY 10 PkI.VI-NT DUST' BUILD UP SEQUENCE OF CONSTRUCTION: 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL HAVE A PRE -CONSTRUCTION MEETING NTH THE STAFF OF THE TOWN OF SOUTH WINDSOR. 2. INSTALL THE ANTi-TRACKING APRON AT PLEASANT VALLEY ROAD AS DEPICTED ON THE PLANS. 3. INSTALL ALL SILT FENCE ALONG THE WESTERN, NORTHERN AND EASTERN M)NDARIFS AS DEPICTED ON TTiF PLANS. 4. CUT TREES AND REMOVE_ STUMPS IN THE WOODED AREAS TO BE REGRADLD. 5. STRIP AND STOCKPILE. TOPSOIL IN THE AREAS DFPICTED ON THE. PLANS. 6. EXCESS MATERIAL IS TO BE RLMOWD FROM THE SIiE_ 7. BEGIN INSTALLATION OF THE STORM DRAINAGE AND SANITARY SYSTEMS AS THEY CONNECT INTO ABUTTING BURR MFADQW, INCLUDING MANHOLE AND PIPES. 8. ROUGH GRADING OF THE SITE IS TO BE COMPLETED. 9. BLGIN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, DETENTION BASIN OUTLET AND PIPES. 10. BEGIN CONSTRUCTION OF THE BUILDINGS AT TIiIS TiME. 11. BRING ALL PAVED AREAS TO PROPER SUBGRADE ELEVATION. 12. INSTALL SANITARY SEWER. WATER AND ALL OTHER UTILITIES AT THIS TiME. 13. INSTALL SUBBASE, BASE, BINDER COURSE OF PAVEMENT. AND CURB AT THIS TiME. 14. PLACE LOAM, SEED, AND LANDSCAPING OF NON -PAVED AREAS. 15. INSTALL FINAL COURSE OF PAVEMENT, PARKING LOT STRIPING. AND REMAINDER OF SITE APPURTENANCES. 16. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED. 1 ANTICIPATED START OF CONSTRUCTION: SPRING 2000 ANTICIPATED COMPLETION DATE.: SPRING 2001 I-9-- HANDICAP PAVEMENT MARKING DETAIL NOT TO SCALE 1 1" i1. 61' i' �1• 1' 91" 61• e 1._2 2 11(A f S f l- -4- i - '/, 1 14 fiAR`i /' 4• ICING NG i, o 6.I- �( 4 3' — 2 14 OAR', rn (Ac% l LOP Of i RAMI AM4 S l(I-.LUNG 13 sluddA-) 0 9' AUJUSI FRAMI •: 3 14X4' 0• LONG HI VAIION Will PRL CASE CACRI iF NI ----.------_- CONC B100(S Ok SEE ALL 'A' s -- _ [OCKS, 6* TO 12' 12• _ -- _ _ _ AT, TOr141 „ i —�11-- 1• 1' SQ 4 4' STLEI I FILAM SFIX9.5 N 6' LONG 4• 4,_ rf MASONRY i UNITS) PH CAST COMM IL CON(:RLit MASONRY PRE CAST S(JMP OR SLAB (OR I QUAI) .i_`,00 W..;I 6' Of 3/4- C:RU`Jii[ SiONE. 10. FRONT ELEVATION SIDE ELEVATION NO IT S: 1 MINIMUM (:UA k OVE R 101 01 FIFE SHAII Lf 7'0* MX9 5 S 6• l ONG- - S r X 2 r x r 2. WNl INCKNESS SHALL Ill. I12AMf (IYF'.) C I IXIul�auAi LuM� K IL FOR ' DE TNL 'A' `;LH I ILA N 1 ILI ME F I I I`., 20 F OALANG. 3 WAIT ifULK1I`JS[OR ';IRUCIUI?h OVTR 10' IUGIi IS 12- FOR CON(RI 11, [A" UNI I'1 IW` U LAW N9ONS kE.MAIN fill `TAME 4. All 111 f S 9IAII EE CLIT RUSH Mil( TYPE OCO CATCH BASIN INSIUf WAIT!' Nf5 DOUBLE GRATE TYPE IT 5. fill I1 CK% SHALL U CONCRf IL NOT TO SCALE DIME NSIiINS I Ilk HNI_ I NDWAI I BASl I) TIN 1) S 11 l_ f3A 1 11 k 0 INti f r & INS I- f & iNS f ) & INS INS & I i I I & i% I,- is 4'-9' `,' 6 L) I I' 11 //8 1' • Ii' � l - 0' 6' E1' 1'4' I " Y 6' 8' 6' 1/1.11 11 3/4' 30 31 3' (if I' 0' 141 6':i' E)' 4 £3' 4' its T L' 16' W 3' i (l 1 /;" !lfs, III T'T t Vr i 1a 2S `' 'P5 1 H SIDE ELEVATION FRONT ELEVATION EXPUSED EDGES SHALL BE BEVELED I' REINFORCEMENT SHALL HAVE 3' COVER STRUCTURES SHALL BE PLACED [IN EXISTING SUITABLE COMPACTED MAiLRIAL OR 12' GRAVEL BASE, CONCRETE STANDARD ENDWALL NOT 10 SCALL A 4 ') 4' FRONT ELEVATION 2 104' 0• LONG 1 Folk KI Witi, 1'• ILA' 11 I kAYI AF1i A S , _ 1 / NUVII 1 kAl( I I I VAIkN LATH CONIC HIOO(S OR!s I1tw IHLXI6' Will ., NI "P, ILI LA } "ITT) Ill"i R FIAT � 10 110 LA,I CON-M If LIN _ (X1x3C Il rA1,01,11(1 Jim I — — (MA`,OfF Ak T UNI 1) Flow I) UJWM It ON PW CAST SIUMP ON YAH I• IUR IIx1A1) S5W 1.1 tr 01 3/4' LT(USIAD V SI(Nt N00.S I WOM ODAR ON R ION 01 PIT'( visit sit 2' 0' 7 MN I 11 0IM SS 91M 1 lA '1A1UNI Ill MF I If% 20 i(AUNG .L I11FA1 L l l§(70t1 SS low S FRK I L+A S LMR lU IW11 IS 17' FOR CXM(M IF FAOLX 1A411'.i N10 ORkN%*% 14 MAN fit( SAMI. 4 ALI Ili!) '41.41L IA LIP lltf> i MIN IWAX RAI I S 1 All I*("', YIAI I If C OWM Il TYPE 'Ca" CATCH BASIN NOT 10 SCALE L SIDE ELEVATION A A NO 1l ', " 1 Huflle c(x.6llu,t.,xl to be ul t.u:A mutrl" ..it. thru hair., uL,.+,' Howl Kle. (x matured cement bhxks .0. weep hol(rti utn..r wit, t tluwlw,e See amdurd delugii fur CIRL11 La11,1(1 111Fn1 h Itlute m011MHr I.unie h CoWut. nine monhole dello". ind tyloc(s, II u.h sit I,— 3 Alur nnutn %tept. Shull be w,aloile,1 '11 1.` Kyle• u1 v,t,r vul. It .1 (n.ua) II 1 below toy, of Irusne eirwlhon lit I, (rnu>) Ob Jve irilidr button el"illtw, ut e(H.h 0(.(. e. , Poor,t m 4 StruLture :,.Lill inee1 it 20 kmdavq Liaet Iu PLAN VIEW `+ILI iYPF "(." (. H 4- 1 Heorn (9')#/It) ADJUST 10 (,RAKE WAIN MAX f f:AMf AND COVE K Of TWO (;INJR`,I 01Iif:Il K SiU M H FRAME l' 1 = I- Cl1RE3 l IN[ AND C()Vt R - (D - 10" MIN }- 'i i j 410 2• 13/Ei"'" 1 i 0 it Er 1 1" a 1- DIAM HU I'rl RIJBBLR SE AL E • OR E QUI V. 1 FIL I(.H f , ,i HAf f I 1 Lr / Al I IM I. VI N Mill CL Of ! Ulllll 1 Plitt " - 8' 0- _ �, 0' - ') 0 t- ` 1' 0' SECTION A— A SEC-rION H - B SEDIMENTATION STRUCTURE riot to scale.' r I K S _ X 1 Pj_ IliI101 'A > SECTION Y-- Y I'I AN VIE W Ut TAIL 'A' I\ 1'%•( 1 11 DI iA,1 A' 1 C*1 i`A VA Ili (:OR - I- -I- ift JGA It 1) MI IA, , itIt 'A' tit 4,4.E NI I- u,,v 1 lAPL.1k ! *A,1 t .tf NU1f SECTION X-X Vi END VIEW \ rx,Rf U CON(HI II 1 111, lL 1 NA1 i Vt '"CAST t.Alt 1, tiA'„N 'dJM1', ANI ,lt,Rf U it)cUL A It I I Nn FLARE DIMENSIONS IOR RIINFURCI_D CONCREiL CULVERT END REINFORCEMENT IN, IAMN M I . 4111" O Oki i Las. was. w .. ,r wM It UTA ( A i H ( U E I H I R1 IJIwJ luaws ,I,A14Nk'J •.Mil I• � I - SUMMF l,yl 1UMAF IUUI + u' I u' 0 060 0 0b0 Y' r 6' r 4•! r r 001`6 UUbb .•:: 411/;' !'I u' T Y, . ,.1.: 1' 2- 07: 0017 Ii 4 , , i . u' ; I . +, , S' O U114 U (F14 Y' 1 i 1 I1 • V b U + , rl •; le• 1 /r 00116 I OtNb •. 1 '/• i IT Y e' b' 4 ''1 +. 4 A 4' r , ,: r lo' u uxl 0:ul 01 4' b, 4l0• U 12U U 20j' i •1 6' , l�' 1 1!♦S ] O• O I U U 11: I �- '• t' I , U 1 tl !' ti O' I U 144 i 0144 0' 1 . ' O U4t, e' a ',: in l I r�:' 4 rII' 0Ce,1 Wts OUa44 I 1 FLARED END ..1 ilT - , - -- -- - --- •I klf' RAT' _L _ f 6 n IN IIRA r 1 i� '• i-ii1=- t �_ � 1/r -4 "Iir -- -ia k' ;fir• II �-- i; . _ -- �s lir ,. _ _ 33 tj j _.. I■IIYIAIkX '1fYI ■ rlwva■ 1' QAls ! with nmiMIFF IN A A vIlit)Iu1I Im%A0 ,i L41 fin ID t.'tly. 411111; SERA ..y If i M,MIII Klb Ilk Al XAp � VIM- PL. AN VIIN WI X III• IN N L 'JIAI N 1,1k1wAl (M II" t4 II(Ib - 1 1 _ I IIl'.IIM. 11, Ilk IA4k'K • � F •'J 1 wlil , • 14UVA . :K' Ih11 kf4 )Oil i). 1 I Ai.l lI 1 hl• MN I, M II•AVI I • 114N `l1 C i I❑N A -A ENERGY ENSSIPATER NOI ILI 'A ALI - n a _,nl.• —44. 1" 'C I' lop o,.d ,.I. •r It ' ',IANI)AHU I'M LA t N, Fit If UNIT 11 IA.I IkiN WWq)I AU An l 111 W.AIa. vl l li LUat>O L kNY L (UVk k Ii TALE 1) illwll- bk'Ittl IN LIN LAADIM., k'INL,.-------.__, . ,FE NITf U 0 ` VAHII W III I." NAFAAXI 'All, - 141 L •.IAAL)AkD DETAIL, _ %I I MINT IA IAII — tbf LUv, 1'.< i . IN 4 i,I'd k 4• M 1 1 ItIN A'. k1 U1,114 U - - - - bl IlMA11 L( (/•( IE1 t IN I* •Ali '_ U 1 - - 4- d- -- DAME 1'E17 1 l Al11Nl kl( LIJ.)1 1N, W 1(1< IAILI J(XN i AM) I I I X I N L wv+ut .Lti�t LLAiS 'A' (1FAk1 If Iv bkltk AASL11lr .ill (IIANIN, INVIR) }' • • • — ...fff INV( Eft I (` ? 14, (kfxtN IkAI'HEk-X I(, ELEVATION t' IX LAl 1 ', H" — kU 1+I, itIIHM k I./1'.kl I MINI 'A -It 411 L Ik II k1 IN GASKET JOINT i I! L 1E14 11. U N111 1 \. I'lI,041W1% 1 1 (it' C I F I' Ili fit A MAXIMUM Ili I," 4ALIk III 1 IIW iLIP III MANI-1111 I F RAMF K LHVIk I L I VAiIIIN If IHIM 1411H iS i1 N I f I I OR I,k(AII k, l f k Ili It A i ION [If H\ r'U I I]A1) HI AkIN(, AL f L_12NATE JOINT CAPAI I I NOW,[ I III %UHMti I U III It i(IWN I NI,INE I k F L1t; APPROVAL i'kLUk i I INN, I Al I A I iON i vE F MIyt-I t I AM IItI\ MANII[]I E Ot IAII S \I1E I i PRECAST REINFORCED CONCRETE MANHOLE NOT 10 SCALE. 111� STORM MAN OU OALTE,NATE A o . I 'Ir TO n 8 vas, a u0 q n 0 U 11 u -- 1 C) Q� n tic,-C R IX °EIWIlr r � x •jj1 :r '• EV` } ! f ]1f M �, - 1 I f 1 1 s IT'd 1- _I 1 T7�i1C SLCTION B-U SECIQN A -A CAST IRON IRAME CAST IRON COVER wit isto isiiialUm4 ,7 WiFI uv, .LuE to Vx L ,/r iswcA■ I NOTES Vr Hssi 1 UN ,r af4) - fi . , "Ir. I ■ifY4) p ANl) Y wlp ' -� LOLA ) w RL 4NF, I. LIE LOWER SURFACE. OF TIE COLER AND THE CORRESPONDING UPPER SWACE OF TIE FRAIEE STALL LIE LMCH" wr.IwO UMI FWED TO PROVOE A SLOOM FLAT o Issas l� CONTACT ON FIT. f111HUU1 ANY TL1OF141CY U+i4• FOR RE' COVER TO NOCK OR RA71U. Olt l W lull Y 1).as 14 2- SANITARY SIM-R MAMOOL S SHALL OE t/t a Nwl+ lout lots DEIAII r EOUIPP!D MM VENT HOLE IN CENTEX I— —as Y.b wfl`. ■ IFIfa P. no tl,i,1_y CAST IRON MANHOLE FRAME AND LOCKING COVER NOT TO -vim, f- --- ---------- ' Err, uI anf IE U NIP RAY PAD Clu•. -A I -- 1' IY . .1 ! Col.' rete 1.1 M -- T 0' 1 "� FRONT SIDE IK n , A\II Nt INN it; III N1111 Wit III 11 ILI ill I'll.:l B N' 1:11 it II iNIH I WHNI III NIKIJI IlJR1 lolili MIN."-, M I/,"X i' \iA1NI f `.\ \11 I i Bill I1 1 \ t I 4" TOPSOIL & SEED Nutt, I I AI . I X II HKV *ALI ;, 01 CA 104 f1A .N M,: 111 i ACf U, PAIN TI I - AN, i•,A,IIU VAIli CiMINt l4) --- .- -.-- :' IA,,.n, l,i,N(,', ',likf 131 PRO •. -.- rL It I •N A IC)i HASIN MilPt a I It II ,• . ,IOU( it)Ht 1Xi111, r. - - - - S IN AN. r 141 '. APPLY DAMP L" Top 116 N• N At F OUR WAI I will+ H ublc 4 HI 1, N,+l 10 Hl. u'A LI 1_t / 1 `I" (31111M,N01)", (:i)N( kf if (.I A`,`, 11 SURE ACC. Cl1l1KSl I YF a 'A- grate •I rN tl , • 1 A .: 1.ONCRI 11. UN, I 'LIME' ' - r 111E I(Al 1* ; i i ' ' HI f 1 JM,N('ll`, ( 1 iNt tlf l f ('l A' .' . HINDI k 1'UI1R`;f N.. JiAll isl Ai IIAtiI t nl 11 Iril 110II(AA (A fill i u•I •'{ fH I I OM fill CA1Cr, '' 1 �( n ., 1( I ,I 11 :.INf HA',1 t I VA .N Nu I-, UA'.:)N/U11 I ON(.Ut It (IN.:' 4.1 , " ! h �I ','.I O (",RAVI L I'ISf3A`.I A1•1 .i ., , 001H 11 ING VAt I lit - - I I r U I, I. MAX LLA:UI 1 ILI 111 - 1�." \ML11III, 11 f I fFP+k'\ N, ,,'• it( IION •dsAll IXIlNJ) IN NOTE. 4'Xii• III•E NIN,,\ 'Ao ` IIMF 1'. 1 LACK COAT TO HE APPLIED PRIOR 10 SI'lil WI 1 1, N 1 A It itIINI / A. I lt.'AMf tlf VATION (XJRH RACIL)AN1 AS RLOUIRLD BY Na • 1. 11 r I,- TO 12' TOMN COATWG TO HE APPLII D PFR is I 1 I.I N.MI,M 2' (i Of M 04 01.1d4 f ORM 814 A 1• "PI AT Will. If v r i .. .I b• ,S/4' IRAPHO( a N ".'Atit'.11n)LItMI AI HA 4 if 7) TYPE K2 BITUMINOUS CURB AND FOP PAVEMENT CROSS—SECTION DETENTION BASIN OUTLET NOT TO SCALE 1, UNLLI.S 01HLRVAIA NOiLU, I XI'AINl: UIILIiY AS SHOWN, ARE BASITI ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD INFORMATION. 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 iHE. IMPRESSION SEAL AND ORIGINAL SIGNATURIF Of THE PROFESSIONAL ENGINE.FR/SURVEYOR. REVISIONSLOCA r 4' li !`)`, ■ E'S�C�t1 &rof������'� ���. i1 Civil Engineers - Planners • Surveyors CIS 165 uoutti ,,otvlljty (DUET ' L,L!„Iti ,,,,,;, .,,(' , t,n(1(, I: t:,,'4 p �d � Property Survey/Resurvey Prepared For: Pleasant Meadow Senior Residence Development �� � ��1��1S�11U11r �'����� ���� Z"UTH W INDSOR W14NEMC:UT SHEET 6 2 3-31-00 NEV. OtlO SiFtUCTURE-ET(11tN MEADOW Klr Df S'IGN.• KM/ DRAWN.• KMl I CHECKED.• R„A i 3-a-00 REV. PER Town COMMENTS Loa .ArIB ND.: 99-1272 DATE.' IF 1, 2000 DRAWING NO.: d. 991272 991272—det NO. DATE DESCRIPTION BY CAP UNIT ADHERE TO FOP UNIT W/VERSA--LOK CONCRETE ADHESIVE IMPERVIOUS FILL 12" DEEP i/---GEOSYNTHE TIC REINFORCEMENT SEE PROFILE DRAWINGS FOR LENCIH, D SPACING RETAINED RACKFILI. DRAINAGE AGGREGATE VERSA - LOK - - 12" THICK MIN I I LEI MODULAR COKFiFIE FACING Ui1115 - 'III -I / EXCAVATION LINE REINFORCED BACKF11 . / --COMPACTED 95% OF MAXIMUM SIANDARD PROCTOR Df riSITY 4" DIA. (MIN.) DRAIN PIPE ;III Gu i LE T try END OF WALL OR 0 40' CENIERS MAX. •___ - III I _ SLOPE TO DRAIN (1/8"/FT.) , IMPER/IUDs; F I�� GRANULAR LEVELING PAL) 6" THICK MIN TYPICAL SECT 10N--RF Ir'1FORCf= D PF TAIrjIi`'1G WAI -- AIUUULATZ CUNCRtit UNIT �--- •---------^----_ ---— _ SCALE: NONE CONSTRUCTION SEQUENCE 4T„ RIFY LOCATION OF E)DSTriC STRUCTURES AND UTILITIES wCONTINUE PLAYING UNITS• DRAINAGE AGGREGATE " REINFORCED O XCAVATE AREA LARGE DtOLCH TO ACCOMMOOATE LEVELNG PAL). NEOVIFI.0 BACKRl. UNTK RFACHNG HLICNT OF CEOSYNTHM LAYER UNR LWEDMLKT. AND RLOLARED GEOCRIO LENGTHS *LAY THE REWIRED L.E).CTN OF CEO5WHL7IC HORIZONTALLY ON TOP *PROOF ROLL AND COMPACT E)COWATED FOUNDATION AREA OF THE UNRS. ENSURING HIGHEST STREHCDI DIRECTION OF - GEOMTHEW IS PERPENDICULAR TO WALL FACE •PLACE NEXT COURSE OF UNITS ON TOF OF CEOSYNTHETIC AHD PIN ()OWN T1WOVCH GLOSYNTV&TIC INTO UNITS BELOW. OPLACF DRMNAG! AGGREGATE KHIIND ONITS TO REWRED THICKNESS SeUL, BALK OF GEOSYNTHETIC TO REMOVE ANY WRIN LES OR .00SENL,Y 00 NOT OVER TD4SILR , uAOLLAaa r 4TIne STEP 1 OPLM:E LAMEST COURSE OF WALL UNITS ON LEVELING PAD, SETTING UNIT SIDES AGA M ADJACENT UNITS. wtMl VWS SDE-10-90E. FROM -TO-REAR. AHO W17H AU'. -ENT UNITS 001ECK A.)GN" ALONG LUCK OF UNRS. «PLACE AND COMPACT BAICKFIJ. IN FRONT AHO BLAND UWM TO BE LUBCDOED BELOW FVNh GRADE r— — A L"ettAHtM wFE / iNN10aYI.TQY I/10 ) I HOUR IWKI CAwI[ , �- mww.� HIND STEP 2 *PLACE NEXT COURSE OF UNfM INSERT TWO CONNECTIUN PITS THROUGH TWO OF THE FOUR CENTER HOLES OF THE LIPPER COURSE UNITS INTO THE CENTER SLATS OF THE LOWER COURSE UNRS. •CHECK LEVEL AND ALIGNMENT OF UNITS •CONTINUE PLACING COURSES OF UNfTS AND CDMPACTLNG BACKFILL IN FRONT OF ANO BEHIFID UNITS UWX REACHING HEIGHT OF HNWA GRADE IN FRONT OF WALL w BEGINNING JUST ABOVE THE FINAL GRADE 94 FRONT OF WALL. PLACE. DRAIWGE AGGREMATt BEHIND THE UNITS TO REQUIRED THICXHESS. *INSTALL DRAINAGE COUfCTNR PIPES AT BASE OF DRAINAGE AGGNEGAFL MTH PERFORATION OR SLATS FACING DOME • SLAPE ORAIN PIPE TO A"JDW G AWFY FLAW OF WATER TO OUTSIDE THE WALL SYSILLL OUFL.EnVYC PIPES AS REOUIREO. •PLACE AND COMPACT REINFORCED BACKFIL1 BEHIND DRAINAGE AGGREGATE. r— A A DUIUT AL OKH a W , Irwin \ � \ , TIRE wAx A L r r - - - - II1.o,cU /NUTAA WftowD MA Cr wVrY 1 ANOI111D NHOC'IOA DUN" STEP 3 < 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY z R Y 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 Jf 11-IL PROFESSIONAL ENGINLE.R/SUKVLYOR i ' - HAL 6111DI f11ww11C wwR N• L / W"o.an IYOF4 I TnE 't•41N aOw•CTU MIN OI IMIwAY FUFUMD INIOMM 000" STEP 4 •COW"A PLACEMENT Of wALL uWTS. GEOSYNT)cw, DRANWA AGGREGATE AND REINFORCED aAcxnLL BY REPEATING STEP 4 UNTIL WA. 2 MIHIN ONI, HOOF LX fINK H1LK:HT STACK NO MORE THAN THREE COURSES BEFORE BACKFILL IS PLACED BE)"N0 whI •COMPACT aAC)UtLL IN NO GREATER THAN 8• THICK LIFTS / A '~ F RUNfC1 U BACXFll1 COMPACTED 95% OF MAXIMUM 'yam SNNOARD PROCTOR DENSITY / STEP 5 •PUCE AND COMPACT IMPERVIOUS SOL BEM" THE 70P 12 INCHES OF THE OKA" WALL 1GN GAP UNITS. MTH A SLOG O.ERHANG. ON TOP •AFTER EF4UFCFIG PROPER ALIGNMENT. REMOVE AND THEN ADHERE CAPS WITH VERSA-LOK ADHESWE wT 1 a FILL our sa[ .wo uYO.Ia waa r ) •IN WlU tlhJV A. � H,NK.,,p .ACC1011 A STEP 6 REVISIONS rota. i D:A FE I DESCR1PT10tv 14• INSTALLATION NOTES PIN HOLES AND SLOTS FOR 3/4" - - PIN HOLES FOR SETBACK WALL CONSTRUCTION VERTICAL WALLS SPLITTING GROOVE FOR HALF LNIi SPL I T T ING;KOOVE FOR FREESTANDING WALLS 0 e PINNING`:L OT I OR k, T(",ivl'1T 'HI°LIT Fi,I L / FRFFCTANDING wnLtc 1^� 1 II I r1L' I I, IIL_11./f IJNIT DIMENSINS SCALE NONE • 51NIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHFTIC ALIGNMENT. • BENCH CUT ALL EXCAVATED SLOPES. • DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY SITE SOILS ENGINEER TO REMOVE UNSUITABLE SOIL. • CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. • SITE SOILS FNGINEER SHALL VERIFY FOUNDATION SOILS AS BEIPiG COMPETENT PFR THE DESIGN PARAMETERS. • t E.VFLING PAD SHALL CONSIST OF WFL L GRADED ROAD RASE AGGREGATE, 3/4" CRUSHED, ANGULAR ",RAVEL WITH SOME FINES • L:ONTRACTOR MAY OPT FOR A LEAN CONCRETE LEVELING PAD PAL) SHALL BE UNREINFORCED LEAN CONCRETE, 200-300 PSI, 3" THICK MAXIMUM. • DRAINAGE AGGREGATE SHALL CONSIST OF CLEAN ANGULAR GRAVEL, 3/4" DIAMETER WITH LESS THAN 5% FINF S. • DRAINAGE PIPE SHALL BE PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE. • REINFORCED BACKFILL SHALL BE FREE OF DEBRIS, ORGANIC SOIL, AND EXPANSIVE SOILS. • FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. •• COMPACTION SHALL BE TO 95% OF MAXIMUM SIANDARU PROCTOR DENSITY. (ASiM U -698) COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. • COMPACTION WITHIN 3FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT • CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. • ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT. OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. • FOLLOW APPLICABLE PROVISIONS OF THE WALL UNIT AND GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPr CIFICATIO14S • IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADINGS ARE DIFFERENT THAN IN THE DRAWINGS AND THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF 'THE WALL. TH3 SHNLT CUITAI6 SEVLWE LUNSIR )CTION OLUA] NICN ARE WRAILD A3 AN AID W ULI(." AURA ME. DIMNAL RLlAN►C SW RIM VUIZA-RIOT( STAWM UITS I1NAL DETERMINATION OF TIE SUTAOUW OF MR LNFDgNTgM OR MMW IOR 11E USE COIIISFHATED• AM ITS MANNER OF USE. I. THE SOLf IESPOIMM OF THE USER A FINAL PROJECT SPECIFIC DESIGN SHOULD K PRIYARED W A C4IL U. UCEMRD. F'ICFES.IDfMI OK41LIL Es r �• VERSA=LOK Retaining Wall Systems 6348 Hwwyy.36 bite 1, Ookda e,MN 55128 (612)770-3166 (800)770-4525 fox(612)770-4089 �- DRAINAGE AGGRE GATE • c�i. r OPEN JUifa' AT 40 FT. CI iIIERS jkAlf;i I k TAII W. L LS O, FR 4' SCAT f NONF r-DRAINAGE AGGREGATE ,4.I —^ I )ICE N JOINT 2" '0 F I CLNTEW, ilUAINi i Ill IIN WAILS UNDER •t' Ii RLQUiF [rn'- - S(-ALE NONE FOR STRAK;HT' :.:XIS, AITFRNATF A `AP AND B—CAP B-CAP A -CAP SPLIT EXPOSED SIDE; :, .+ . • •, . T,, ',.t, + _ .', _i '; + : �.; .mot` '' " (. APPING DETAIL —PROFILE STEP AT TOP OF WALL "CALE NONE i A —CAE' I 3/4' SETBACK vLRSA—TUFF PIN -- 2 PER UNIT RANDOMLY STAGGER VERTICAL JOINTS SPI.i1 ENDS OF -� BOTH CAP UNITS 1 •, f SPLIT HA[ I UIJIT TO • •. i � i!SH STEP III T0I-1 OF WALL - 3/4" O'vERHANG r.:ENERAL NOTI_S FOR CAPPING: CAPS SHALI BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE :1. CAPS MAY HF PLACED WITH A 1 /2" TO 3/4" OVERT 1„NG OF TOP COURSE WHEN SPI I I �'IrJG CAP UNIT F-OR WALL END DO NOT USE A CAP SECTION LESS THAN 6" WIDE DO NOT Ov; RHANG CAP AT END OF COURSF MORE THAi; 1" RECEIVING SLOT Dlnlnlinl(` T1rTAII i- IIVIVIIVU UL IHIL-- CROSS SECTION SCALE: NONE "- 0.48" DIA VERSA —TUFF PIN PIN DIMENSIONS SCALE: ONE RAIL NOTES: DISTANCE X AND Y TO BE DETERMINED BY ENGINEER BASED ON SOIL AND LOADING CONDITIONS. 2. INSTALL H-PILE OR WOOD POST AS PER MANUFACTURER'S RECOMM EN DATI IONS. 3. AUGERING OR DRIVING OF POST MAY PIERCE UPPER LAYER OF GEOSYNTHETIC AS PER ENGINEER'S DESIGN. GUARD RAIL DE1_-AIL TYPICAL GUARD RAIL SCALE: NONE 1. FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS 2. GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY PROJECT ENGINEER GEOSYNTHETIC INSTALLATION DETAIL SCALE: NONE GO NOT OVE GRID LAYERS --CUT GRID AROUND VERTICAL i BEHIND WALL S W V) LA. 0 O 1— U W fr O NOTE: 1. FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S START GRID APPROX. 1 1/2 "- INSTALLATION INSTRUCTIONS AND SPECIFICATIONS FROM FRONT OF UNITS 2. GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY PROJECT ENGINEER GEOSYNTHETIC AT STRUCTURES BEHIND WALL SCALE. NONE 86�) • 291 8755 0 e s i g n D�laf�F� I ro f e ss i on a l s, inc. DESivN KKMI D/I'x INN: KM/ CHECKED. RJA It Civil Engineers • Planners • Surveyors • CIS ✓CB /-,0_ 99-1272 1DATE.• May 9, 2000 165 South scl.v-cite mao So.HTr, N,ndsor • connect,cL t 06074 DRA✓F:7J% N©.: d.• `991272 `991272—det Property Survey/Resurvey Prepared For Pleasant A ltea do w Senior Residence De velopmen t RIl O If- 'Re&Gant Val e v Road SOUTH WUNDSOR CONNIECTUCUT SHEET 7 1/ PROPOSED RESIDENTIAL BUILDINGS, (TYP.) PROPOSED WALKWAY OF DRY -LAID PRECAST CONCRETE PAVERS. (TYP.) EXISTING EVERGREEN BUFFER. (TYP-) BUFFER CROSS SECTION A —A' NQM REFER TO SITE DETAILS SHEET. L3. FOR APPROPRIATE BUFFER CROSS SECTIONS; A -A', B-B' dr C-C' PROPOSED RESIDENTIAL FOUNDATION AND YARD PLANTINGS; SEE DETAILED RESEDENTIAL UNIT PLANTING LAYOUT PLAN ON LANDSCAPE PLAN SHEET, 1_2_ COMMUNITY FLOWER AND VEGETABLE GARDEN PLOTS NQg; PROPOSED FISH POND WITH SUBMERGED AND EMERGENT AQUATIC PLANT MATERIAL. (APPROXIMATELY 2,000 SO. FT.); SEE POND AND RELATED PLANTING LAYOUT PLAN AND TYPICAL CROSS SECTION ON SITE DETAIL SHEET, L3 RESIDENTIAL PARK BENCHES, (TYP.) EXISTING EVERGREEN BUFFER. (TYP.) vai .r.1 W. 221 01`..1 ol" . . a s PROPOSED PAVED ROADWAY dt DRIVEWAY, (TYP.) I ()MESS OTHLRWISF NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE RASED ON AVAIL ARl F INFORMATION, ALL EXISTING UTILITIES SHOULD :4 BE FIELD VE RIF IF D PRIOR 10 CONS TRT IC TION o ? All U TIU M S ARF TO f3E STAKED IN Il* T IE L D Nf A IICE N`AI) t AND SURVEYOR F' I0R 10 No 4;(Al` 1RH( 11 NJ N i IHI-, F11 AN IS INVALID UNI L5 I I BEARS THI co_ ?MI'itl `;`;Ic1N SF At, AND OtV :INAf SIGNATURE �yj f7F IHI i N(.INI M_/";ITRVF W)R EXISTING EVERGREEN BUFFER, (TYP.) REVISIONS 2 -- 3/31/2000 PER. APPROVAL CONDITIONS MHA 1 3/8/2000 REV. PER TOV1 COMMENTS -- -- - RCS - MO: / �A_ FFER YL 3 C ti- 1 114 116 < Xe� � it -'4,. „� iyy�l,Qi �h •rye j �; e ^x .�„• t� i -� EXISTING ' 1 Burr Meadows Community Augmented Buffer % Screening Plant [.ist: POOL I ' -- Key Quantity Botanical Nome Common Name _size Comments II To 5 Thuja occidentalis 'Nigro' Dark American Arborvitae 10'-12' Ht. Bd•B I Ea 5 Euonymous a/atus 'Compacto " Compact Burning Bush 24", 30' Ht., 5' O.C. Container IRc 9 Rhododendron caro/inianum Carolina Rhododendron 24 , 30 Ht., 6' O.C. Container CIO Vt 6 Viburnum Tri/obum American Cronberrybush 24", 30' Ht, 6' O.C. Container I I /v 8 Ilex vertici/iota Wt-nterberry Holly 24 , 30' Ht., 6' O.C. Container �j�� FI fi 11 Forsythia x intermedio Border Forsythia 24", 30" Ht., 6' O.C. Container .' A Ali/ I I LI_t_ /1 r�--- -J- JJ:I:�..�1 ..,I....L:..�.. 4L,..-A*..... 4- Q..rr ��er,ri�w (��rr�miini+i Note: d Proposed UUUI LIUIIUI PIU11 U1 IY , U1 11 LI M UU jUl.G1 I L LJUI I Ir1%—'UUV VV VVI 1 11 I IIAI I Ly I I property, to augment their existing buffer, and compliment the proposed Pleasant PA vT I Meadow perimeter planting scheme along the Site's north proptery bounadary, (see Planting General Notes, Item #17, and Sheet L.1: Landscape Pan.) IV TENNIS EXISTING Buffer plantings on Burr Meadow Community property. COURT �f tryl r �LL7 V\STOCKADE FEN ••••,mar •� -�a •a r • L ,t f• � 1 NOM FOR DETAILED ARCHITECTURAL WALL -MOUNTED RESIDENTIAL LIGHTING REFER TO 1 APPLICABLE ARCHITECTURAL. DRAWGINS AND DETAILS 118 No ALL PROPOSED EXTERIOR LIGHTING STANDARDS AND FIXTURES SHALL BE IN A SIZE. STYLE AND SCALE COMPATIBLE WITH THE COMMUNITY'S RESIDENTIAL ARCHITECTURE AND LANDSCAPE AMOUNT OF ILLUMINATION PROPOSED LAWN AREA. (SEE TYPICAL SEED MIX ON SITE DETAIL SHEET. 1-3) LAWN AREA. (SEE TYPICAL SEED MIX ON SITE DETAIL SHEET. 1-3) EXISTING EVERGREEN BUFFER, (TYP.) WP Oil To BE- sE BUFFER CROSS SECTION C—C' PROPOSED PATIO OF DRY -LAID PRECAST CONCRETE PAVERS. (TYP.) MGM EXISTING DECIDUOUS TREE CANOPY AND UNDERSTORY WOODY SHRUB H OW; TO BE AUGMENTED BY EVERGREEN BUFFER PLANTS. Plant List Symbol Botanical Nome Common Name Size Quantity Comments Or Quercus rubra Northern Red Oak 5' - 6' Cal. 6 B&B Ap Acer Pfatanoids Norway Maple 5-- 6' Cal. 7 B&B Ack Acer P/otanoides 'Crimson King' Crimson King Maple 2 - 1/2'- 6" Cal _ 3 B&B Pc Pyrus col/eryano "Bradford" Bradford Pear 2 - 1/2'- 3" Cal. 10 B&B Ps Pinus Strobus White Pine 12-15' Ht. 6 (3)* B&B Pa Pica abies Norway Spruce 12'-15' Ht. 11 (6)x B&B Pp Piceo pungens 'G/auca Colorado Blue Spruce 12'-15' Ht. 10 B&B To Thuja occidenta/is "Nigro" Dark American Arborvitae 10'-12' Ht. 38 B&B Rp Rhododendron 'PJM' PJM Rhododendron 24, 30 Ht., 6' O.C. 29 Container Rc Rhododendron carofinianum Carolina Rhododendron 24'; 30 Ht., 6' O.C. 40 Container Ed Euonymous o/atus Compocta" Compact Burning Bush 24'; 30" Ht., 6' O.C. 17 Container Rv Rhododendron viscosum Swamp Azalea 24", 30" Ht., 6' O.C. 28 Container VC Vaccinium corymbosum Highbush Blueberry 24 ; 30" Ht., 6' O.C. 9 Container Vt Viburnum Trilobum American Cranberrybush 24, 30" Ht., 6' O.C. 42 Container /v flex ver- ief/lata Winterberry Holly 24", 30' Ht., 6' O.C. 20 Container Cs Cornus sericea Redosier Dogwood 24 , 30' Ht., 6' O.C. 38 Container FEATURES. FIXTURES WILL BE SPECIFIED TO PROVIDE THE OPTIMUM FOR THEIR DESIGN PURPOSE- WHILE AVOIDING EXCESSIVE GLARE AND DESIGNED TO PREVENT AND BACK -LIGHTING OR ILLUMINATION ONTO ADJACENT PROPERTIES. SEE PROPOSED RESIDENTIAL s HQM (3) Pa. (6) Pp AND (6) Pa WITHIN THE REDUCED 25' BUFFER SHALL LIGHT STANDARDS AND FIXTURES ON SITE DETAIL SHEET. L3. BE A MINIMUM OF 15' IN HEIGHT AT TIME OF INSTALLATION. Property Survey/Resurvey Prepared For: Rlobert C. Schechinger, Jr. ASLA p�Q� Pleasant Meadow GRAPHIC SCALE — -- - e p e 30 0 15 30 60 10 Front Street, P.O. Box 246 Landscape Architect � � -_ i Senior Residence Development CoIllinsville, CT 06022-0246 Master Planning t IN FM I Telephone: (860) 693-1025 Urban Design DESIGN' DRAWN.• CHECKED: H40 Pleasant Valley Road 1 inch _ 30 fL Facsimilie: (860) 693-4832 Construction Administration " No.: 99-12.72 DATE.• February 1, 2000 SOUTH WRNDSOR ©ONN CTICV a 16b-.south wtellite _rood -okitn w rid-,01 r' f.' I 1 DRAWfNG Na: d• �991272\99127XRDOU SHEET LAA, x � rrta3t a�. —P• u(, Plan View C,o�IPAC�EO rront r,;;evauuri 20 Ft. Stone Entry Wall with 12 Sq. Ft. Lighted Complex Sign, Scale = NTS Plan View 3'- fI it 'QE-C4ST, �7�G0 5'TGr�,s'J�7�X/q� � Fte�I�aeT�1� , lr,ZY 1vAGWU1'-16.5V7— r ront r,levatlon 12 Ft. Stone Entry Wall, Scale = NTS Proposed Evergreen Buffer, (Typ.) Proposed Patio of Dry -laid Precast Concrete Pavers, (Typ.) Existing Evergreen Buffer, (Typ. Proposed Lawn Area, (See Typical Seed Mix on Site Detail Sheet, L.3)- Proposed Wildflower Meadow Area, ( See Typical Seed Mix on Site Detail Sheet, L.3) Z < oil '. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD OE FIELD VERIFIED PRIOR TO CONSTRUCTION, 7. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 8Y 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 c TE /t�4 _ 1-C-Z11,1Z 770V — C'1Yyr�gCTF„G7 .�vr,e�rviceAv� REVISIONS DESCRIPTION 1'(Mttf.� M. 0 ti J Residential Foundation Plant List Key Quantity Botanical Name Common Name Size Comments Tm # 160 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., 4' O.C. Container Ea # 30 Euonymous alatus "Compacta" Compact Burning Bush 1511, 18" Ht., 5' O.C. Container _ Rc # 50 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container J0 Js # 50 Juniperus chinensis sargentii, "GlaucaBlue Rug Juniper 18", 24" Spd., 5' O.C. Container ' A , 1� - " -'- Cd # 460 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 3' O.C. Container ' • , - `� - , Hh # 200 Hedera helix English Ivy 2 Yr plants, 12" O.C. Flats - Rp # 30 Rhododendron'PJM' PJM Rhododendron 24" 30" Ht., 6' O.C. Container • ' -`�-� Er # 200 Euonymous fortunie Wintercreeper Euonymous 2 Year, 12" O.C. Bareroot / ! x Jc # 100 J. chinensis Pfitzerana'Compacta' Compact Pfitzer Juniper 18", 24" Spd., 4' O.C. Container •` •�';� ' f Hs # 300 Hemerocallis speciosa Daylilly 2 Year, 18" O.C. Bareroot Note: Proposed additional plantings on the adjacent Burr Meadow Community property, to augment their `�s `�',_ •'• existing buffer, and compliment the proposed Pleasant Meadow perimeter planting scheme along the Site's north property boundary, (see Planting General Notes, Item # 17, and Sheet L . 1 A: Burr Meadows Community: Buffer / Screening Planting Plan ). , Ile At - 1 • i , / ' • Y 'I a,1' 11w, J _ ti 4.1 41 fi+ `• � �►► -`- y •. 1 K t ., • i4 1� � c''�. �� .. ' , " `r •'`: ��-� vim. ADA All 08MOk♦ I�♦��I♦ 1����I��i� •; ♦��I�I����jI���I���� 41 �406*I,.♦1 �i����1'♦��'�' ►.��i��j►♦��j♦ ♦ ♦�I������ � gyp.04 Scale: As Noted -- It A Proposed Residential Street Light, (Typ.) Proposed Lawn Area, ( See Typical Seed Mix on Site Detail Sheet, L.3) Proposed Wildflower Meadow Area.-( See Typical Seed Mix on Site Detail Sheet, L.3) Proposed Slu-ub Planting, (Typ.) Proposed Street Shade Tree, (Typ.) Proposed Residential Buildings, (Typ.) Proposed Paved Roadway & Driveway, (Typ.) Architectural Wall -Mounted Residential Lighting, (Typ.) f Proposed Cast -in -Place Concrete or Dry -laid Precast Concrete Paver Residential Entry Walkways, (Typ) Note: This is a conceptual Planting Plan for the basic Garden End Units and Town House Interior Units. The proposed Foundation Planting List contains all requisite Plant Material to accommodate all Building configurations. This Plant Material will be field located by the Contractor and the Landscape Architect during the appropriate construction phase. Note: All proposed exterior lighting standards and fixtures shall be in a size, style and scale compatible with the community's residential architecture and landscape features. Fixtures will be specified to proved the optimum amount of illumination for their design purpose, while avoiding excessive glare and designed to prevent any back -lighting or illumination onto adjacent properties, see proposed Residential Light Standards and Fixtures on Site Detail Sheet, L . 3. Note: Architectural Wall Mounted Lighting depicted on this Plan are conceptual and should be confirmed by reference to the applicable Architectural Plans and Details. Robert C. Schechinger, Jr. ASLA Landscape Plan 10 Front Street, P.O. Box 246Landscape Architect Collinsville, CT 06022-0246 Master Planning Telephone: (860) 693 - 1025 Urban Design DES/GN.• �� DRAW AOCS CHECKED: )PL�'5 Facsimilie: (860) 693 - 4832 Construction Administration ✓oB No.: 99-1272 DATE• Februory 1, 2000 DRAWING No.: d. 991272 991272—s Property Survey/Resurvey Prepared For. South Windsor Estates Senior Residence Development R140 Pleasant Va ll e v Road SOUTH VWIINDSOR CONNEC TIICU T SHEET L.2 Prot�'ect Lawn / Meadow / Detenition Basin Seed Specifications: Grass LM Areas: ' Seeding Rate; 5 lb./1000 S.F. Kind of *_ Percent of Weight Magic Perennial Ryegrass 25% Fiesta II 25% Yorktown Perennial Ryegrass 15% Touchdown Kentucky Bluegrass 20% Merit Kentucky Bluegrass 15% ( * Or Approved Equal ) Wildflower Meadow Areas: Seeding Rate as recommended by the manufacturer; shall be the "8048 - Northeast Mixture" as manufactured by Applewood Seed Company, Inc., 5380 Vivian Street, Avada, CO 80002, Telephone (303) 431-6283, or approved equal. Detention Basin Areas: Seeding Rate; 1 lb./ 3,000 S.F.; shall be the " 2000 Wetland Seed Mix ", as manufactured by Blackledge River Nursery; 155 Jerry Daniels Road; Marlborough, CT, 06447, Telephone (960) 295 - 1022, or approved equal. General Notes: Weed Seed; maximum of 0.50%, no noxious weed seed. Purity; miniinum 97% pure. Crop; maximum 0.50%. Germination Rate; minimum 80%, (or as generally required by the manufacturer's recommendations and specifications). Refer to Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required. GENERAL LANDSCAPE CONSTRUCTION SEQUENCING NARRATIVE: ,��►�'�/LL � GGY�1f�GT c•f�I'fi!�R�'J�,e.�i4?� MsiT�Q✓.�L. �'�"''cr�r� � � ��,-r � � ►�' �� p,rP�01vfLJLLH , z•' -rY>? . P�-�T C.cic/ce�"TEL�V/7"P�Fvf�S; PrTCf� TbG)P�/�!. 1%pro F1L.L VVII?1 AyprZl7PtAl'G ", .� J . ..- r) t - -..: �- �' i�! J r '��- L.•/�.%�IGv 12ZJ25 70Mit�]'A') h70� I„� , :r; .; ; r ; .�"' `�poC3 C �• d ' 6 o i� QCG' ,04/V `• � �v �Gc�c�� a. �GoG G a�G � � Cy.�k✓�� u`L�,B ;�5�. `` c� �„gn�p�T��/NO/ST�U.P Ground Cover Plantin Detail, Scale = NTS �J Iti 4 l l I I l if . _. -- � � I -. l ff ►lf f �f J1�11 � , Dry -laid Precast Concrete Paver Patio � and Walkway Detail; Scale: NTS - �{ J.LtfUC-1 � � Ihr �.c:co2l:r�r`x-� wrs>•+ ,� ,a�..,ceQ,r.� oo,nc�,ee�u�s�+•rr .:Ioe. 7 ppp rJ } 1CUL711J2AL �l�NDASZI�S Fy&JZ00,J*,J a OrF:IT��AC�SJLi4LL8G� N ce p»�v� Lacst�e� L DIED PPZJ0,- -M PLAt�fT1f�. 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, as specified and detailed on the Drawings. 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic sedimentation and erosion controls. 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footing materials as specified and detailed on the Drawings, in coordination with Site Utilities and Building(s) construction schedule. 5. Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings, 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings. 7. Carefully back fill and /or install appropriate materials around all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase course is reached under paved and structural areas. 8. Complete installation of all specified finish surface materials, as specified and detailed on the brawings. 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as specified and detailed on the Drawings. 10. Maintain and/or augment sedimentation and erosion control measures throughout the duration of the construction activity, as directed by the Owner and / or appropriate Town Staff. 11. Apply aggressive soils' stabilization techniques on site, particularly along Wetlands and Water Course edges and storm water detention and I or retention basin areas. 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation and erosion control measures, and stabilize any remaining disturbed areas, as specified. GENERAL PLANTING NOTES: 1. All plant material to be nursery grown stock subject to applicable A.A.N. standards. 2. The Contractor shall supply all plants in quantities sufficient to complete the work shown on the drawings and listed in the plant list. In the event of a discrepancy between quantities shown in the plant lists and those required by the drawings, the larger number shall apply. 3. All plants shall be inspected by the Landscape Architect. Any plant material that is deemed unsatisfactory shall be immediately removed from the Site and replaced with acceptable specimens at the Contractor's expense. 4. Prior to installation, plant material shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not approved by the L.A., and which are requested to be moved, will be done so at the Contractors expense. Precise location of items not dimensioned on the plan to be scaled off the plan and field staked by the Contractor, for approval, as per note # 3 above. 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine bark or hardwood mulch, as detailed. 6. All trees under 3" caliper shall be staked. All trees 3" caliper and greater shall be guyed. 7. The Contractor is responsible for any damaged vegetation and shall replace or repair any damage at his own expense. Unless otherwise specified, all plant material shall be under guarantee for a minimum of one year for formal acceptance by the Owner. 8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455 prior to construction. 9. All shrub and groundcover planting areas shall have min. continuous beds of topsoil, 18" deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specified. 10. The Contractor is responsible for locating all utilities in the field. Where plant materials may interfere with utilities, the Contractor shall notify the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material. 11. For planting soil mix, see specifications or planting details. 12. All existing rill, gulley and or channel erosion shall be filled with appropriate backfrll material, fine raked, scarified and stabilized with appropriate vegetative material and / or appropriate sedimentation and erosion control measures, as required. Refer to appropriate Sedimentation and Erosion Control Plans, Details and specifications for final requirements. 13. Adjustments in the location of proposed plant material as a result of existing vegetation to remain, shall be approved by the Landscape Architect prior to installation. 14. Bare root and sprig planting areas shall be first hydroseeded with specified lawn mix for immediate stabilization. When planting sprigs within this hydroseed area, clear a 1' diameter area around each sprig. 15. Additional Planting material and / or increased seeding rates may be required by the Town Staff as site conditions dictate. 16. This site has no discernible existing specimen trees of 4" caliber or greater, which would merit preservation and inclusion in this proposed planting plan. 17. In addition to the plant material depicted on this Landscape Plan, the project proposes to add appropriate buffer / screening plant material to augment Burr Meadow's existing mature evergreen stand along their common property boundary. This material will be field -located by the Landscape Architect, and approved by that complex's community board of directors, the project Owner and appropriate Town Staff, as required. Z j x 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 11 BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEFR /SURVEYOR. N0. I DA TE REVISIONS G i r.Z)Q,L CF=T -f-- PLAKr- rF �,d z C260cuoL>s-re>:� 0-V1Ce,L oet�� l�J ����p�pPfd7 rED 15Y Y � �Q .1 S OP d O� I�•� 5H4 L_ Q(}i "fD O► le T� iQD I 7T1kct_ �O t� j Ma.1..t. P1�t�.'(Y=•Cr"T>'tLS blz� �SPEI�./�/�� WA fO �Y�ei �.occ+ar_us-,ux s q'P%� r►+IndJw�i ra es4� �vJl Q17o �rXts 1 J JPPt:r zr' �rO✓�Z Ys 7J. ��/ � / c�l.l f�-nn.r.z PLY• " � ,d I�i,.tfQ.�'��.. r/ 4'.C.IA'if� i?c�-,U L57ZW OI�GST o a o. 0. Cur CLrzLAP.NJr7 Wires CA_ F}�I.tTOP G c� 6, Iry -rw+' TzIzpLynn GgNJf�aGT��1Z_1A 57 �/�12�, c5L/.8��' " - wren 6 cal_v. .d \ �A fir• SnL1�. L a•� 6 �""'� Buffer Cross Section C - C', Scale: 1" = 10' a.01 ✓tn r �rCALL-ATC �tJGttfLYA I (I(I !�fi-fliill ,� \ ��° r�N�+-+� c-�zp•L�. I Pedestrian Pathway Detail, -Scale = NTS p1Z1JtillNG, �-{A,L,L � RJ Lk� GWl•-GZ5 It,t �rz--ro P�.v�-r�-+c KLAZU AL FZ�2M Cr- T1 + CjFIC PLANT �Y I � I a,.,n•Y-�nr_ a�.Q�rtC�1� i xA019m 7 POOP- -M PL j r TT1h) mCI..A,t-� FIzr� A -r 1-Hie-D CrLrr 0=r- e Are'J=r Er a7 AA P 5 f ZL_A2LA��J weAPs � �-TGvu�aE►.rrteeLY 1�pM ,'r-LG Koar a�u_cr� PL�`Lr Z. C AIL Mly IrAgtt� F�MCZ4&L. �+PLE DEt:Qx_ AID J�F�ATI�Oti,5 i5i F , TF +E Lam., -ram. - »vAfl_:. •4'-TYP v Shrub Planting Detail, Scale - DESCRIPTION I X,li 6' Ag Z tL- Mr < t Lf7N 1 r 6�L1- rv3 c�T7['� t si2rl4Y 17--WA W PL'Q�ET Tree Plantiny. 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A/, 0 VZ1 ' S c5��ci�iC�•TiGWS . `7914&-7Z.E SE-if��rY/S�SII/F77/e� 5 .a�r7o�lS Residential Light Standards and Fixtures Detail, Scale = NTS Scale: As Noted _ Buffer Cross Section B - B',,Scale: 1" =10' g Buffer Cross Section A - A', Scale: 1" = 10' Pr perty Survey/Resurvey Prepared For. Robert C. Schechinger, Jr. ASLAlte Architect Details South Windsor Estates 10 Front Street, P.O. Box 246Landscape seSenior} Collinsville, CT 06022-0246 Telephone: (860) 693 - 1025 Master Planning Urban Design D.S DESIGN.;�S DRAWN: �S CHECKE12G 1� ��)@;i�ls�c°>Res1de12CeDeVelOptllel2t nn,40 nt �Y �yaRk"I ]?, CCo d Facsimilie: (860) 693 - 4832 Construction Administration ✓cp6 No.: 99-1272 IDA TE.- February 1, 2000 & IWiNG No.: d: 19912721991272-sp SOUTH WRNDS®R Cm'NN ECTRICU'll' SHEET L.3 • c t 11, 14'-0" OFIRST FLOOR PLAN ��lFLOOR PL�4N 52'-b" 14'-0" rovisions JOB: 2000-4 NIND50RS DATE: 5/4/2000 SCALE: I/a"=1'-O" USER: DR: PETER P. SEIDNER RGH I TEGT 40 CENTRAL AVENUE ALBANY, NEW YORK 12206 (516) 436-8391 FAX NW 43641cli rt',. L t 'may •1 -F L Ah !I1i i : y •'C k �r Y e! ,$. e'•+v.. "�.... .�Y ■ .Y ... ... - r. :Y, ,, v ..,<. R.- *... ,K .d. .. v .1 . r" -�*r» ate. .r: - - a4••r', ,. ^h:(r ,. j• ri.',�::'Xi �� 'i .- h.,. � .-.. Y.,,.:'_ " .: 1' •'•V•:ir . j, ., ... .t- • A^ c { is • t. < a..,. ^. Y Iw• h Yr^ 4 �r N It 1 L, 11r:ilfmt.,, i 1:Xy'•' - THE CLOVER GROU JOB: 2000-4 WINDWR5 DATE: 5/4/2000 SCALE: 1/5"= 11-O" USER: DR: PETER P. SE I DNEF ,4� F-,GH I TEGT 40 MOR& AVMMJE ALBANY, NIM YOW 1=06 :2A revision JOB: 2000-4 WIND5OR5 DATE: 5/4/2000 SCALE: USER: DR: PETER P. SEIDNER GH I TEGT 40 CDMAL AVENUE &SAW, NEW YORK 1=06 (516) 4%-8391 FAX ('516) 4364791 �1 Y-� •i�g �fVyt'SF�, r IfY Y. k , ' A �f Ld+ hx+r AQN... r N o, Ott THE CLOVER GROU rev ons JOB: 2000-4 WIND5OR3 DATE: 5/4/2000 SCALE: 1 /b"= I'-O" USER: DR: PETER P. 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W W W W W W y W W W W W W W W W W W W W W •Y W W W W W y W W W W y y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W y W W W W W W W W y W W W V W W W W W W W W W W W W W W W W W y W W W W W W W y W W W y W W y y W W W y W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W LANDSCAPING" W W W W W W W W W W W W W W W y W W W C= y W W W W W W W W W W W f W W W W W W W W W W W y W W W W W W W W y W W W W y W W W y y W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W V W y W W W W y W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W y W W W W W W W W W . W W W W y W W W W W W W W W W .. W LIVING ROOM 1 4'-0 X22'-9' W W W W W W W W W W W y W W W W W W W y W W W W W W W W W W W W W W W W W W y W y W W W W W W W y W W W W W W W W W W y W W W W W W W W W W W W W y W W W W W W W W W y W W W W CATHEDRAL f CEILING W W W W LANDSCAPING WT•• TTW W W W W y W W y W W W W W W W W W y W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W y W W W W W W y W PORCH LIVING I ENTRY ROOM I 8'-o"x5-0" 14'-0"X22'-0" fCLOSET f FM-7o CATHEDRAL CEILING I DINING ROOM 12'-0"Xl4'-0" f 000 1 2'-U X5'-0' KITCHEN 10'-o"x14'-o" BEDROOM #2 12'-0" X 13'-6" SHELF OVER STAIRS -0"XS'-0" 2' LI EN N_ CLOSE 2'-0X 1'-6" 44'-0" u L BATH r TYPE'A' UNIT-1608 S.F. GARAGE 2V-II " X20'-11 34" 6'-0" X7'-6' LINEN CLOSET 2'-2X2'-2 GARAGE 20'-11 Y,," xIo'-I I /° MASTER�O �QASTER BATH BATH 8'-6"X7'-7" l y"X8'-1 MASTER BEDROOM 14'-0" X 17'-6' WALK-IN CLOSET 4'-6" X5'-6' W y W W W W W W W W W W f W W W W y W W W W W y W W W f W W W W W W W W W W W W W W W W W W W W W W W W W W W y y PORCH W W W W y W O W W W W W W W W W W y W W W STORAGE y y W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W .IANDSCAPING W W W W W W W W W W W W W W W W W W W W W W W W W W y W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W y W W W PORCH y W W W W W W W y W W W Q a W W W W y W W W W W � '• W W W W W W W W W W W W W W W W W W W W W ENTRY 12-0" O X6'-U' w LIVING ROOM 2'-0'X6' 2" O 0 0 0 6.-OX8._I" 1 119'-4 MASTER BEDROOM 14'-9 X 17-6" 0 i BATHOU 9'-4Y" X5'-9, BEDROOM #2 12'-0"X 13'-6 * 41'-0" KITCHEN 10'-0"X13'-6' DINING ROOM 1 0'-10 Y" X 13'-6" TYPE'B' UNIT-1684 S.F. FLOOR PLAN SCALE: 1 /8"=1 '-0" PORCH ENTRY GREAT ROOM z 23' 0"X21'-I I" U GARAGE 10'-11 Y,"X2l'-Il ° GARAGE 20%11 Y"X2l'-I I Y,," KITCHEN 0 f0 10 ENTRY fLINEN CLOSET CLOSET CL ET 2'_0'X7'_ I" BEDROOM #2 12'-0'X 13'-6 * CLOSET 8'-I Y"X2_9' La 65-0" TYPE'C-2' UNIT-1688 S.F. LINEN \..LOSE 2'4DX I'-6' SHELF OVER — STAIRS WALK-IN CLOSET 6'-0" X7'-6' MASTER BATH 8'-6-6" X7'-6' MASTER BATH 8'-1 Yj X8'-1 r WA I IC -IN CLOSET 6'-9 X8'-l" LAUNDRY 9'-44Y, X6'-0" BATH 9'-4y" n X5'-0" BEDROOM #2 12'-0"X l 3'-6' N mot• WALK-IN CLOSET 4'-6" X5'-6' LINEN CLOSET 2 -2X2'-2" MASTER BEDROOM 14'-0'X 17'-6' MASTER BEDROOM 14'-0"X 17'-6" BEDROOM #2 4 12'-0"X 13'-6' d DINING ROOM KITCHEN ry 10'-l0)!"X13'-6' I 10'-0"X13'-6' I ll CLOSET 2'-0"X'5.9° I GREAT ROOM I 22'-0"X21'-10)!" f _ CATHEDRAL CEILING f STAIRS f 000 CLOSET KITCHEN 10'-0" X 14'-0' KITCHEN MASTER BEDROOM MASTER BEDROOM 14'-0" X l 7'-6' LL V5 00 10 1 Z w r N� Ir.L.r 0 0 LL O 0 C� � u 3 L W J 0 Q i n I� 2 Z N �• 1- V) w O N W .J r� WAM. 1 /8"=11-011 DATE: DRAVN' f : REz DW im Ito. el�r xa: 03-02 P-1 00 N 4" CLAPBOARD VINYL SIDING--,, 5y" VINYL CORNER BOARDS FLOORLINE VINYL OR AL'UViINUM C! AC 2X8 RAKES -\ 4CLAF'BUAKU VINYL SIDING— L-L-LL ♦ / \ I I \/ 1 I �/ %V I SCA LE:3/ 16"=1 '-0" VINYL OR ALUMINUM 4" CLAPBOARD r-i r-\ i A -ri /I-\ k I k I /'1 n-rr I VINYLSIDING— SCALE:3/16"=l'-0" RZvi$tONS: ELEVATIONS x �. PLEASANT MEADOW 1 140 PLEASANT VALLEY ROAD SOUTH WINDSOR, CT 5%" VINYL CORNER BOARDS 5%2 VINYL CORNER BOARDS ga". DAM- D UTM: CH9013D: REZ DW 03-02 P-2 i I� FIBERGLASS ROOF SHINGLES VINYL OR ALUMINUM CLAD 2X8 RAKES '_ VINYL OR ALUMINUM - � CLAD 2X8 RAKES FIBERGLASS ROOF SHINGLES — r FFR FH�R 4" CLAPBOARD I �— l VINYL LSIDO G D VINYL SIDING—,-- HH1- - -- - d _ - 5/� VINYL 5/2 VINYL CORNER - CORNER BOARDS - BOARDS FLOORLINE - - - --- - -- - — - - - - - - - --- 77 GRADE INEtL ELEVATION -SOUTH SCA LE:3/ 16"=1 '-0" FIBERGLASS ROOF SHINGLES- VINYL X ALUMINUM CLAD 27_8 RAKES FIBERGLASS ROOF SHINGLES VINYL OR ALUMINUM I - Wme� CLAD 2X8 RAKES 5y" VINYL _. CORNER OARDS HHU H®®' -_ — 4" CLAPBOARD 4" CLAPBOARD VINYL SIDING VINYL SIDING 5%" VINYL CORNER Ed Mgt; ILL HHH! F + BOARDS +HHHH'i I ri� UUU 11 L_ I �L7411 itdl F__ F= 177 GRADELI E : ,... .. .. ,. -7 L ELEVATION -WEST SCALE:3/16"=1'-0" RiRIBtON Trff m .4 8CJ1IY: DA!!: ELEVATIONS dan wright & associates 3/16"=V-0" DUVN: CHIC1211k. xAIM 41% •architects • REZ DW PLEASANT MEADOW 1%AID, JCM No: saerr NO' 1 140 PLEASANT VALLEY ROAD 03-02 P-3 SOUTH WINDSOR, CT 49 hartford turnpike vernon, ct 06066 (860) 646-3269 49'-0" w v W W V W v W v W W y V W W v I'W I'W v v W v w w y W W W W W w W W y W W W W W W W W w W w W W W W W W W W W W W W W W W w W` W W W W w W w w •V W` W W W w W W W W W w I'w 00 W W W W W W W W w W W W W w W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W w W `V W W y W W W W W W w W 0 66 W W w W W W W W W W W W W W W w W W W W y W W W W W W w W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0 • O W W w w W W W w W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W w w W W W W W W W W W w W w W w W W W W w W W w W W W W W W W y W W W W W W w w•-• IVW W W w W IVw w y W W W W W w W LIVING U' DINING KITCHEN -� CO W W W W W W y W W W W W ROOM Z w W W W W W w W W W w W W W W w W W W W w W W W w W W V W W W W W W W w W W W W W w W W W W W W y W W W W y W W W W y W W W W w W W W w W w W W W W W W w W w W W y 14'-OX2T-O" U ROOM 10-0 X14'-D' •� W w W W W W w W W W W W y w W w W V W y w w W W W W W y W W W W W W W w W W W y W W W W 12'-0"X 14'-0" W W W W W W W W w W W w W W W W W y W W W W w w W W O W W W W W W W W W W W W W W w W W w Q ra W W W W w y W W W W W W w W W W W W y W W W W W W w W W W W W W W O W W W W W W W W W W W W W W W W W W W w W W W W w W W W W W W W W W W W W W W W W w W W W W W W W W W W W w W W I1J W W W W W W W W W W W W W W W y W Y W W W W W w W W W w W W W W W W W W W W w W W W w W U V W W W W W W W W W w W w W W W W W W W w W W W W W W W W W w W Y W W w W W W W w W W W W W W W W y W w W w W W W W W W y W W W W W W W W W W W W W W W W W W W W W w W W W W w W W W W W y W W W V W W W W W W W W W W W W W W W y W W W W W w W w w W W w W o +�. 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TYPE'B' UNIT-1684 S.F. FLOOR PLAN SCALE)/8"=1'-0" 65-0" TYPE'C-2' UNIT-1 688 S.F. WAUL- 1 /8„=V_o„ DATX: 1/10103 DRAWN-. Cam: REz Dw ice xo: Tarr NO: 03-021 P-1 VINYL OR ALUMINUM CLAD 2X8 RAKES -\ FIBERGLASS ROOF SHINGLES FIBERGLASS ROOF SHINGLES 5Y2" VINYL CORNER ■■ .■ ,_ BOARDS� p . • r_■ FIBERGLASS .SHINGLES VINYL OR ALUMINUM CLAD 2X8 RAKES CLAD 2X8 RAKES VINYL OR ALUMINUM NINE mlmvmlmml� Milli 11011 NNIN ■ IT 1{ �dr�i ■�■I■ ■■■�■ -I■�■ i T 1�� �. :.fir_•; CLAPBOARD ELEVATION-NORTH VINYL OR ALUMINUM CLAD 2X8 RAKES -, on [MIN11011 - -_ I - =11 11 1 11 ONE ■ W IN ■■�� �■_ ■ - L iw ■■■■■■■■■■ I ■■■ ■■■[I IN CLAPBOARD- L IL VINYL SIDING FIBERGLASS ROOF SHIN 5y" VINYL CORNER BOARDS 5Y2" VINYL CORNER BOARDS ' 9111 �OLE5 A" VINYL oil BOARDS moll C CORNER .,.... VINYL OR ALUMINUM CLAD 2X8 RAKES --\ 5y" VINYL CORNER - BOARDS 4" CLAPBOARD VINYL SIDING- FIBERGLASS ROOF inIIN VINYL OR ALUMINUM CLAD 2X8 RAKES -\ Follis —1m ENNE] ELEVATION -WEST SCALE:3/16"=1'-0" I loin : loin FM- �1- VINYL OR ALUMINUM r-I e n nvn n A — ELEVATIONS PLEASANT MEADOW 1 140 PLEASANT VALLEY ROAD SOUTH WINDSOR, CT FIBERGLASS ROOF SHINGLES CIb CO/`I A CC D/'lllC CIJIAI/"I CC VINYL OR ALUMINUM CLAD 2X8 RAKES --\ dan wright & associates • architects • 49 hartford turnpike vernon, ct 06066 (860) 646-3269 4" CLAPBOARD VINYL SIDING 5%2 VINYL CORNER BOARDS 4" CLAPBOARD VINYL SIDING 5%" VINYL CORNER BOARDS WA : DATE: 3/1 611= 1 1-011 ((/14(O3 v UWN: CHIC1 m: REZ DW 03-02 PW3 1 f' 1 ; i I 1 I Burr Meadows Community Augmented Buffer / Screening Plant List: hL Key Quantity Botanical Name Common Name Size Comments 3 a► � =� xWA 1 Ems' C� M F / 0%' �� \ WMA INM FA R FA Z ffl 0 al d �� •� r To # 5 Thuja occidentalis "Nigra" Dark American Arborvitae 10' - 12' Ht. B & B Ea # 5 Euonymous alatus "Compacta" Compact Burning Bush 24", 30" Ht., 5' O.C. Container Rc # 9 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container Vt # 6 Viburnum trilobum American Cranberrybush 24", 30" Ht., 6' O.C. Container Iv # 8 Ilex verticillata Winterberry Holly 24", 30" Ht., 6' O.C. Container Fi # 11 i _ Forsythia x intermedia Border Forsythia 24", 30" Ht., 6' O.C. Container Imo, ��iAca oi� off; � s�� � \ �� 57\ !:5 A _-5�.20*14 Aerr-.,/7`t'� 01 GENERAL LANDSCAPE CONSTRUCTION SEQUENCING NARRATIVE- 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, #5 as specified and detailed on the Drawings. , 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic sedimentation and erosion controls. # / 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. , 1 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other j detailed Site Improvements, and prepare bedding and footing materials as specified and detailed '5 {I on the Drawings, in coordination with Site Utilities and Building(s) construction schedule. 5. Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the --3*nt 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site 1 Improvements, as specified and detailed on the Drawings. I. Carefully back fill and /or install appropriate materials around all proposed Landscape ,8 ` Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the 3 j Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase course is reached under paved and structural areas. ' 8. Complete installation of all specified finish surface materials, as specified and detailed on 2t the Drawings. � • � �•... 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as 5 specified and detailed on the Drawings. 10. Maintain and/or augment sedimentation and erosion control measures throughout the / duration of the construction activity, as directed by the Owner and / or appropriate Town Staff. 11. Apply aggressive soils stabilization techniques on site particularly along Wetlands ands-�N%�3�%xi Water Course edges and storm water detention and / or retention basin areas. � � - 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation and - - — erosion control measures, and stabilize any remaining disturbed areas, as specified. C GENERAL PLANTING NOTES: i I. All plant material to be nursery grown stock subject to applicable A.A.N. standards. 2. The Contractor shall supply all plants in quantities sufficient to complete the work shown on the drawings and listed in the plant list. In the event of a discrepancy between quantities shown in the plant lists and those required by the drawings, the larger number shall apply. ���'' ! /f 3. All plants shall be inspected by the Landscape Architect. Any plant material that is deemed unsatisfactory shall be immediately removed from the Site and replaced with acceptable specimens at the Contractor's expense. _ 4. Prior to installation, plant material shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not approved by the L.A., and which I are requested to be moved, will be done so at the Contractors expense. Precise location of items ' not dimensioned on the plan to be scaled off the plan and field staked by the Contractor, for approval, as per note # 3 above. -� 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine bark or hardwood mulch, as detailed. 6. All trees under 3" caliper shall be staked. All trees . p ees 3 caliper and greater shall be guyed. > 7. The Contractor is responsible for any damaged vegetation and shall replace or repair any �y damage at his own expense. Unless otherwise specified, all plant material shall be under /�'/!/►• Olt guarantee for a minimum of one year for formal acceptance by the Owner. 8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455 prior to , construction. 9. All shrub and groundcover planting areas shall have min. continuous beds of topsoil, 18" deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specified. 10. The Contractor is responsible for locating all utilities in the field. Where plant materials may interfere with utilities, the Contractor shall notify the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material. s 11. For planting soil mix, see specifications or planting details. 12. All existing rill, gulley and or channel erosion shall be filled with appropriate backfill material, fine raked, scarified and stabilized with appropriate vegetative material and / or appropriate sedimentation and erosion control measures, as required. Refer to appropriate Sedimentation and Erosion Control Plans, Details and specifications for final requirements. ' 13. Adjustments in the location of proposed plant material as a result of existing vegetation to remain, shall be approved by the Landscape Architect prior to installation. �,� �.-,�r ra �-,-<- �,� °. 14. Bare root and sprig planting areas shall be first hydroseeded with specified lawn mix for���� immediate stabilization. When planting sprigs within this hydroseed area, clear a P diameter are around each sprig, a 15. Additional Planting material and / or increased seeding rates may be required by the Town S7�tl� H1CL- E�S�T,�Y�CWL/ry�t/?,�i Staff as site conditions dictate. 2-57W �TYP. J 16. This site has no discernible existing specimen trees of 4" caliber or greater, which would merit preservation and inclusion in this proposed planting plan. 17. In addition to the plant material depicted on this Landscape Plan, the project proposes to add appropriate buffer / screening plant material to augment Burr Meadow's existing mature 5 evergreen stand along their common property boundary. This material will be field -located by the Landscape Architect, and approved by that complex's community board of directors, the project Owner and appropriate Town Staff, as required. 3 5, a r \ 4 r� s ♦• [' �\ �r `I ,t1 '� �r �G 1,v►c_ � IL ♦�♦� d'\WAWA i 6La;2-__ - /'6_X'0_P itlTi- -11=0- lAgT7CW �.C�-LclTTic! yS .�E,E 7f�L�/�L1-oW/rSr� �S�T� G .3 ► Pro'ect Lawn / Meadow / Detention Basin Seed Specifications: .� Grass Lawn Areas: Seeding Rate; 5 lb./1000 S.F. Kind of Seed * Percent of Weight Magic Perennial Ryegrass 25% Fiesta II 25% Yorktown Perennial Ryegrass 15% r P Touchdown Kentucky Bluegrass 20% P�1 Merit Kentucky Bluegrass 15% ( * Or Approved Equal) i Wildflower Meadow Areas: Seeding Rate as recommended by the manufacturer; shall rr�� be the "8048 - Northeast Mixture" as manufactured by Applewood Seed Company, Inc., VJ 5380 Vivian Street, Avada, CO 80002,_ Telephone (303) 431-6283, or approved equal. • !� Detention Basin Areas: Seeding Rate; 1 lb./ 3,000 S.F.; shall be the " 2000 Wetland Seed Mix ", as manufactured by Blackledge River Nursery; 155 Jerry Daniels Road; h+l Marlborough, CT, 06447, Telephone (860) 295 - 1022, or approved equal. ° General Notes: Weed: Seed; maximum of 0.50%, no noxious weed seed. Purity; minimum 97% pure. Chop; maximum 0.50%. Germination Rate; minimum 80%, (or as generally required by the manufacturer's recommendations and specifications). Refer to I Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required. O •,� N Note: The bottom area of proposed Detention Basins shall be tilled to a minimum depth of 6", O t� integrating an appropriate, nutrient -rich seed bed mix of existing soil, fertilizer, peat moss and manure, as recommended by the Soil Scientist and as directed by the manufacturers' specifications. 0 y General Site Plant List I A Key Quantity Botanical Name Common Name Size Comments Qr Qr GENERAL LANDSCAPE CONSTRUCTION SEQUENCING NARRATIVE- 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, #5 as specified and detailed on the Drawings. , 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic sedimentation and erosion controls. # / 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. , 1 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other j detailed Site Improvements, and prepare bedding and footing materials as specified and detailed '5 {I on the Drawings, in coordination with Site Utilities and Building(s) construction schedule. 5. Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the --3*nt 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site 1 Improvements, as specified and detailed on the Drawings. I. Carefully back fill and /or install appropriate materials around all proposed Landscape ,8 ` Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the 3 j Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase course is reached under paved and structural areas. ' 8. Complete installation of all specified finish surface materials, as specified and detailed on 2t the Drawings. � • � �•... 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as 5 specified and detailed on the Drawings. 10. Maintain and/or augment sedimentation and erosion control measures throughout the / duration of the construction activity, as directed by the Owner and / or appropriate Town Staff. 11. Apply aggressive soils stabilization techniques on site particularly along Wetlands ands-�N%�3�%xi Water Course edges and storm water detention and / or retention basin areas. � � - 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation and - - — erosion control measures, and stabilize any remaining disturbed areas, as specified. C GENERAL PLANTING NOTES: i I. All plant material to be nursery grown stock subject to applicable A.A.N. standards. 2. The Contractor shall supply all plants in quantities sufficient to complete the work shown on the drawings and listed in the plant list. In the event of a discrepancy between quantities shown in the plant lists and those required by the drawings, the larger number shall apply. ���'' ! /f 3. All plants shall be inspected by the Landscape Architect. Any plant material that is deemed unsatisfactory shall be immediately removed from the Site and replaced with acceptable specimens at the Contractor's expense. _ 4. Prior to installation, plant material shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not approved by the L.A., and which I are requested to be moved, will be done so at the Contractors expense. Precise location of items ' not dimensioned on the plan to be scaled off the plan and field staked by the Contractor, for approval, as per note # 3 above. -� 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine bark or hardwood mulch, as detailed. 6. All trees under 3" caliper shall be staked. All trees . p ees 3 caliper and greater shall be guyed. > 7. The Contractor is responsible for any damaged vegetation and shall replace or repair any �y damage at his own expense. Unless otherwise specified, all plant material shall be under /�'/!/►• Olt guarantee for a minimum of one year for formal acceptance by the Owner. 8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455 prior to , construction. 9. All shrub and groundcover planting areas shall have min. continuous beds of topsoil, 18" deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specified. 10. The Contractor is responsible for locating all utilities in the field. Where plant materials may interfere with utilities, the Contractor shall notify the Owner and Landscape Architect to coordinate their relocation prior to the installation of that material. s 11. For planting soil mix, see specifications or planting details. 12. All existing rill, gulley and or channel erosion shall be filled with appropriate backfill material, fine raked, scarified and stabilized with appropriate vegetative material and / or appropriate sedimentation and erosion control measures, as required. Refer to appropriate Sedimentation and Erosion Control Plans, Details and specifications for final requirements. ' 13. Adjustments in the location of proposed plant material as a result of existing vegetation to remain, shall be approved by the Landscape Architect prior to installation. �,� �.-,�r ra �-,-<- �,� °. 14. Bare root and sprig planting areas shall be first hydroseeded with specified lawn mix for���� immediate stabilization. When planting sprigs within this hydroseed area, clear a P diameter are around each sprig, a 15. Additional Planting material and / or increased seeding rates may be required by the Town S7�tl� H1CL- E�S�T,�Y�CWL/ry�t/?,�i Staff as site conditions dictate. 2-57W �TYP. J 16. This site has no discernible existing specimen trees of 4" caliber or greater, which would merit preservation and inclusion in this proposed planting plan. 17. In addition to the plant material depicted on this Landscape Plan, the project proposes to add appropriate buffer / screening plant material to augment Burr Meadow's existing mature 5 evergreen stand along their common property boundary. This material will be field -located by the Landscape Architect, and approved by that complex's community board of directors, the project Owner and appropriate Town Staff, as required. 3 5, a r \ 4 r� s ♦• [' �\ �r `I ,t1 '� �r �G 1,v►c_ � IL ♦�♦� d'\WAWA i 6La;2-__ - /'6_X'0_P itlTi- -11=0- lAgT7CW �.C�-LclTTic! yS .�E,E 7f�L�/�L1-oW/rSr� �S�T� G .3 ► Pro'ect Lawn / Meadow / Detention Basin Seed Specifications: .� Grass Lawn Areas: Seeding Rate; 5 lb./1000 S.F. Kind of Seed * Percent of Weight Magic Perennial Ryegrass 25% Fiesta II 25% Yorktown Perennial Ryegrass 15% r P Touchdown Kentucky Bluegrass 20% P�1 Merit Kentucky Bluegrass 15% ( * Or Approved Equal) i Wildflower Meadow Areas: Seeding Rate as recommended by the manufacturer; shall rr�� be the "8048 - Northeast Mixture" as manufactured by Applewood Seed Company, Inc., VJ 5380 Vivian Street, Avada, CO 80002,_ Telephone (303) 431-6283, or approved equal. • !� Detention Basin Areas: Seeding Rate; 1 lb./ 3,000 S.F.; shall be the " 2000 Wetland Seed Mix ", as manufactured by Blackledge River Nursery; 155 Jerry Daniels Road; h+l Marlborough, CT, 06447, Telephone (860) 295 - 1022, or approved equal. ° General Notes: Weed: Seed; maximum of 0.50%, no noxious weed seed. Purity; minimum 97% pure. Chop; maximum 0.50%. Germination Rate; minimum 80%, (or as generally required by the manufacturer's recommendations and specifications). Refer to I Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required. O •,� N Note: The bottom area of proposed Detention Basins shall be tilled to a minimum depth of 6", O t� integrating an appropriate, nutrient -rich seed bed mix of existing soil, fertilizer, peat moss and manure, as recommended by the Soil Scientist and as directed by the manufacturers' specifications. 0 y General Site Plant List I A Key Quantity Botanical Name Common Name Size Comments Qr Qr # 6 # 2 Quercus rubra Quercus rubra Northern Red Oak Northern Red Oak 2-1/2", 3" Cal. 1-1/2", 2" Cal. B & B B & B Ap # 2 Acer platanoides Norway Maple 1-1/2", 2" Cal. B & B Ack # 4 Acer platanoides "Crimson King" Crimson King Maple 1-1/2", 2" Cal. B & B Pc # 10 Pyrus calleryana "Bradford" Bradford Pear 1-1/2", 3" Cal. B & B Ps # 3 Pinus strobus White Pine 14' - 15' Ht. B & B Ps # 3 Pinus strobus White Pine 10'- 12' Ht. B & B Pa # 6 Picea abies Norway Spruce 14' - 15' Ht. B & B Pa # 5 Picea abies Norway Spruce 10'- 12' Ht. B & B Pp # 6 Picea pungens'Glauca' Colorado Blue Spruce 14' - 15' Ht. B & B Pp # 5 Picea pungens'Glauca' Colorado Blue Spruce 10'- 12' Ht. B & B To # 31 Thuja occidentalis "Nigra" Dark American Arborvitae 8' - 10' Ht. B & B � Rp # 39 Rhododendron'PJM' PJM Rhododendron 2411, 30" Ht., 6' O.C. Container �a Rc # 44 Rhododendron carolinianum Carolina Rhododendron 2411, 30" Ht., 6' O.C. Container Ea # 9 Euonymous alatus "Compacta" Compact Burning Bush 18" - 24" Ht., 6' O.C. Container Rv # 17 Rhododendron viscosum Swamp Azalea 18" - 24" Ht., 6' O.C. Container Sheet Number: VC # 27 Vaccinium corymbosum Highbush. Blueberry 18" - 24" Ht., 6' O.C. Container Vt # 38 Viburnum trilobum American Cranberrybush 18" - 24" Ht., 6' O.C. Container Iv # 28 Ilex verticillata Winterberry Holly 18" - 24" Ht., 6' O.C. Container Cs #36 Cornus sericea Redosier Dogwood 18" - 24" Ht., 6' O.C. Container 0- Total Protect Residential Foundation Plant List Key Quantity Botanical Name Common Name Size Comments Tm # 73 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., 4' O.C. Container Ic # 14 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container Rcc # 24 Rhododendron catawbiense Catawba Rhododendron 24", 30" Ht., 6' O.C. Container Rc # 11 Rhododendron carolinianum Carolina Rhododendron 2411, 30" Ht., 6' O.C. Container Rp # 24 Rhododendron'PJM' PJM Rhododendron 2411, 30" Ht., 5' O.C. Container Js # 8 Juniperus chinensis `Sea Green' Sea Green Juniper 1811, 24" Ht., 5' O.C. Container Jh # 26 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Cd # 36 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6' O.C. Container Hh # 400 Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Flats Ef # 300 Euonymous fortune Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats Hs # 120 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots J Tl ?-:!I, AYYKL.7✓GiJ 1���LOFi , ,j 1 sH� �[�_ ,hs �AIL���,f�'GI FILL. WITH A?PRlDPU<t I--vJ�W��TL��: W � FiZE:PUI �Br,49ITIOIt�1 � P Ground Cover Plantinii; Scale = NTS P2lJ1`llNC-{ ` LL EG IKI E ?�: 1.WHE2F- FLAW-n G P1T5 A2Lf Dl-1C VOTH W711 AF v' 1 Cp-nCUL�L12AL. SiAN-- AUGEz11 I "�CES,2 1L�pNrGLLL7JliCz ns Pr�� i�r r frrQ. TO P12E QVE THE OQ of::- P1T- uer3�C>✓5 5i fALL N4TU2PL F021v1 CF i� tE UFIG PANT H-,ED -Cu- F Imo% �tv�irlr, � rr;x�lc Irt�i 111--- I✓= AP�OPe! o.TE a ND �Y Z.cuT EI.AP FROM '2P THIeD cF ZCOT- THE L.aNGZSC.aPE A�GF {IT>T ONE TF02 ALA- 6�UD P.tJD t12LAPP� I�U0-7}1 Tq ONE - fHIQD C� Tr L: L , P�-Md✓E ALL SYi crN>✓i1C WOOD WAY L'2= Ps=&?OVE.D 6Y�T 01N!?L- wQAPS, P�1DrPnNE�eNTIQ-T- IY1=-rmlI gNil�iCz_Ta 5&L&WC:E Zco--r -''-641 lCrzPL ANrL-0-SII�,tl� 3. [ `TQ 1L MEN 1�Cr AS E.IEJ� L ESC&MPL): C)F GoCN�--FLA}JTI_ME1T-icP,WF1EfZ.!✓ \-A\-1PW1 �lc� xiL_ sa1-1c1� PINISHEI.7 C-��ADE ! �i <:;" Mlt,l. PL?NTINc, PVT 1 pn l !1 `'""' I"uN. WITI r SPEcIFIt:D PL��I rr�1c �(Il _ F �PAC`T �yJlt_ MIx zcxcrrEALL3aLL -=,CA _ MIX. EC;L-td.L3 -NMCr-- EAI L, DIn.M&MP Cf= F�;1 NC HlA PIT.TOrVA_R3 FlEIZJMF� �nrua rlanting; S"ca1e — N 1 P2L"UIt1CI 5-t6.L-L BE iN vvn- i APF20vED )-�CUL71JZAJ_. S�NDdJZLZS I1J CZCEJZ TL) FEEI vG THE FC21�1 CF= T}-1 SP It iG F�1r - zF D APP20P2VS.TE AJDApPZ0VU 5Y �O �L7�? INL. 70 01� iZO OAjZa5TT�t_ WCOID ��j� 1v1gY esi✓ rz�Mov�p SY���cTiVE THINNING TL7 564-6.NGtr lzOOr LU56 \ DUf M(sr .NI=VFW CU-r t-tF-r 4C IZ. C-,A P N H� - MIt�1. 2 FLY• �ITYJt�1 Al�p✓E 1=rPzSTSL'T'' OT�I��'��52.ANCt-tES 0�.. �3 UP 1�f�vV STED� G-c�.I-V. W1 Q E, TUSztJgLiC�'-L1=.. � ZX2'X 6'CMIW) H42DvVOODSTAL'L- II �/iTi-t t�IOTt✓t-tCD �D. CQJVE STAYS t> ' A1�lC�l o Np G;)2�VE:Z- KCAL 3 AFi'eo✓ED MULCH I �I A, \3, y �r.1-n1.� PIT �X�It_t_ED WrT} 4 S 1 JFtED Pt�.1 1TIt IC LLII -�I ' II '50L_ Mlx. Ecxii.>� T4 Tree Plantinj4; Scale = NTS 1,0TEZ - 1. WHF:P71E PLA),,j-fjW C PIT5,4F Ct ICC 1I/ITN �✓ � ,�.�-�c,�wr� t�vlc�.s,e�1L�r.1,-c�I_vz�1.iG� C7 I-(A2GE}.11>`IC� OF PIT 51QFAC. s ,� ,per SCARIFIED P�102_TO Pt•�',t�iT11�1C�. r/I 2. DF1'�CUOUs "T1z-FPS OF 3"CAt_ . 02 LESS.4I�ID d I Q P�S OF802 LE 1:5L EGTzr� •Cf---LSStz1= 3D�,KCUS `f��S ,d `t�-3 E!�E C-it� ELP,; MI&J. d`r1 3 PE-0- T0-5� X4 'GUYS b 4"EZE---F1Zf HIE51T5 GIUYING: 5 5 Fr:-F-70E7—= ,i ,1 5. DE%A1L ME'1NT.4.---> C+�-]�1�2.QL- EX,a,M PI..E CF' P2 54;-- illT11 IviErHOD. WHF�.EC(f::`rNL 4 AIJD 5r1:-:'-0F9C601CKL5 THE LATTF� GHALL PZr-.VN L—, 6, C:UT WIfZE. LA7:> E75 F)ZOM TOP 7f-flZP Cr )`'OFF -Sri � �ovlE1.lEALL 'ri12EL`( Guys OF— 1?_C?%LL - E C7A)_-V. W12E,TWI TED, W1TFI G-GALV. 7t► F �Gzs � > -,E7F 1EDCY(" CAL-1_ AT" CC- SUG f ' -Y A50VE5� Fl N lSNED C-QIaCE. /15° �t C CM FACT 50L. MIX ffZ0-j. W ECOT 6ALL AQCJ ) FITCH AW,6,Y TCWAZD PE21MEf - CI= Pt-Mt"nIJG Plr Residential Foundation Plant List, Building Units # 1 - #4 Key Quantity Botanical Name Common Name Size Comments Tm # 4 Taxus x media "Densiformis" Spreading Yew Ic # 8 Ilex crenata `Compacta' Compact Japanese Holly Rcc # 6 Rhododendron catawbiense Catawba Rhododendron Rc # 3 Rhododendron carolinianum Carolina Rhododendron Rp # 6 Rhododendron'PJM' PJM Rhododendron Js # 0 Juniperus chinensis `Sea Green' Sea Green Juniper Jh # 7 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper Cd # 8 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster Hh # 210 Hedera helix English Ivy Ef # 0 Euonymous fortunie Wintercreeper Euonymous Hs # 24 Hemerocallis speciosa Daylilly 15", 18" Ht., 4' O.C. 24", 30" Ht., 6' O.C. 24", 30" Ht., 6' O.C. 24", 30" Ht., 6' O.C. 24", 30" Ht., 5' O.C. 18", 24" Ht., 5' O.C. 18", 24" Spd., 8" O.C. 15", 18" Spd., 6' O.C. 1 Yr .Plants, 12" O.C. 1 Yr. Plants, 12" O.C. 12", 18" O.C. Container Container Container Container Container Container Container Container Flats Flats Pots m Sheet Number: L.2 n I J Residential Foundation Plant List, Building Units #5 - # 12 Key Quantity Botanical Name Common Name Size Comments Tm # 32 Ic # 0 Rcc # 10 Rc # 4 Rp # 15 Js # 4 Jh # 10 Cd # 14 Hh # 180 Ef # 110 Hs # 48 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., T O.C. Ilex crenata `Compacta' Compact Japanese Holly 2411, 30" Ht., 6' O.C. Rhododendron catawbiense Catawba Rhododendron 2411, 30" Ht., 6' O.C. Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6O.C. Rhododendron'PJM' PJM Rhododendron 2411, 30" Ht., 5' O.C. Juniperus chinensis `Sea Green' Sea Green Juniper 1811, 24" Ht., 5' O.C. Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.0 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6O.C. Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Euonymous fortunie Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Hemerocallis speciosa Daylilly 12", 18" O.C. Container Container Container Container Container Container Container Container Flats Flats Pots a� r..� v U CC3 a a a a � � C Sheet Number: (00 I � V X107.3 NIF I I 'I 1 O4 X10 � I 11 NOTES. ' 2S B� 1p6'�X �� PURR MEADOW 20' STORM OFF �06'6k8s9 ( & SANITARY SEWER EASEMENT 1 SAX \ I IN FAVOR OF I. HORIZONTAL DATUM - NAD 27 -MAP REF. #1 DRAINAGE SOUTH WINDSOR ESTATES L.L.C. 2. AREA - 134,851 SQ. FT. X147 ,1 J. X14 146, DET. BASIN OUTLET ` 148,5 \ UTILITY /NFORMA 770N BASED ON /NFORMA 770N SUPPLIED BY CONTRACTOR. J�� ,`?' O _ �� 7 06 X105.7 � I � TF=104.57 A THIS SURREY IS DEPENDENT ON THE MAP RFFFRFNCFn HFRFnN , n6 6X do 0j - - - --- lv X106,5 1� j �� N O O�ck c� I06.� INV(12"IN)=101.86 5. PROPERTY SUBJECT TO AN EASEMENT /N FAVOR OF CL&P CO., HOWEVER, NOT DEP/C7FD FOR SAKE OF CLARITY X105,6 \ f INV(6"IN)=101.71 7,3X S^ry 0,5 3 \: INV(18"OUT)=94.50 1a s, EX. BLDG . >> \ s. 6 105 i �5 5 TOW = 112.03 O' \ T.F.=1 = L.=94.70 REFERENCES. FF BLDG 113.03 1'o FF GAR = 111.94 SEC 7F9 94.6 OUT) X104.90 1. PROPERTY SURVEY/RESURVEY PREPARED FOR PLEASANT MEADOW SENIOR RESIDENCE DEVELOPMENT, 26 G 1.���~ 9 �' �� 6 O� '� 7� Osk 7� PAN \ s 11 3 1140 PLEASANT VALLEY ROAD, SOUTH W/NDSOR, CONNEC77CUT. DA 7FD FEBRUARY 1, 2000 REVISED ��J ' `;' ii oh 1 O FN \ THROUGH 5-9-2000; PREPARED BY DESIGN PROFESSIONALS, INC. i i ^ 9 %' ^ -� 19 j (IV74 2CSANI l 1 lam' n j> TERiyq�TipN 12 ��xloss7 / INV=105. i oM 7074 60., 1" rA t cy CB# 78 ��o ,` DETENTION -lop „ E II { gs' �� BASIN \ r / J >> INV=10 7 I V,106 7 ' /o X110. , ¢ " 't ,' WALL \ Z, / 00 T. O. 110.00 1 = EX.SMH 5 111.2 ^ SANIT V \ 06.4 � TF=111 308 �8'' � � �� ��,, ,,� � FE 18) .' � 1" J . ' BOT- 04.69 \ � \ CpNN ARy S Fes` , \ L 101.94 � , EX.WALL \ \ b /109' � N % r - 10 ,7/NTE O-loly o V. =103.71 93 T. o. � J. -1 .87NIFo 09,2X 45 RAC BOT=106. 7 1 q 110.8 N� , TRAN �,, 1C�106� , ,� 109,75: \ 1 CINNAMON �, 5 BIT. PAVEMENT �. SM 3 �'a AD ® - - - - 18 j "� TF 109.96 �2h _ _ EX.WAL ��` P1� T �T�'.�' ��� rLE�AN-OUT / IN .=95.56 \ _ ��"�a'� T.o.w.=11a1 , 0 I�CS A1U1'V .0 v �\� BOT= 5.34 %to - "J O 10/ 40 =102. 6X 9• �' 12 p, rn Q G� p �� // 8 IIN A18 - .33 co CB #3 1 OECk 20 CB #4 �o �F �J .1��. 6 �(9'' o� dCb TF= 3S TF 109.99 08.96 - INV=104.20 IN V 15„) =10,�.93 6&5 "=104.29 rIN `b 7 7 c�� LEC.MH 5 '1`L _ 09.50 TRAN AN -OUT 110.44 i , ��� / SMH#4 , EL/TEL/CAN 490, TYP.) TF=107. 17 Xi11.03 8 20 9, 105.59 \ Cn �/ '� 13 INV.=96.x1l 89f / X111.56 4 0 6 DRAIN q�S 7sp. / TA `© XI .25 ^ V e V SEXIST. BLDG. i' 1°3r ig 72,, //j/� Xl .os o "�' row s' %� J ,. qo ' 1>> ;r7 14 .97 „=113.18 FF GAR=111.47 ^ EX.SMH f !� C�0 27 6 0 16 / 0' _ TF=111. -2 10.51 ? Ay�� 2- -3 73 \ �J FF 114.14 / 3 INV.=103.60 Xl .12 .28 X111.73 LL � / ._-- HEADWA p / \ / $ '30 1071 TOW:110.58 / Xlil 5 2 110.69 F.L.=104.17 \ GAR: 110.00 .89 / \ s ^ EX.SMH - 7 M 10.78 1 6 \ FF.110.5 8 0' INV.=106.18 - f e� ^ .311NV.=104.41 1''n 15 ' V ^� �, ' . 1.39 6 0,88 ; l x� .10 / J ; , ^� NIF 111. ^ 1 11.01 / ;� tC6` \ r 4 110.91 X 11,48� a Uj ' ,, ��-� 109.. S CO T T M � ti 72 111.23 KC1 EN A. KIZIS X 0 111.09 ^� i G/�� / 56���� ;1prd• X1�2.05 � 20 � 1116 Q Cr 6 5 � / � 1.40 D` � ,�� PERGOLA\SSA 111.35 __I4 cI � TF=111. 30 qps 151. / INV=107.54 7 2/ �L' 1� 11.92 ® �b� 1 15„ F.E. , oL.=106.76 \ Rip `0)qB#2 qp Jl CV // TF=111.38 J Qa ©/ INV(15")=106.87(W) 106.98(S) 106.93(E) AV o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY ° z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ms OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN = 860 291 8755 IMPR❑VEMEt�+T LOCATION PLAN Dependent Resurvey Prepared For: � INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. , M�M� y p SHEET BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL GRAPHIC SCALE �Q OVI D O�CS�L�JV Pleasant Meadow 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ACCURACY CLASS T-2. 20 0 10 20 40 esign BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY WLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rofe i _ Senior Residence Development o CONSTRUCTION. s� onals inc� IN FEET� 5 DESIGN.• ORAGYN RJN CHECKED. RPM RHO Real .nt V&UeV Road! v, 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 ft. � c IMPRESSION SEAL AND ORIGINAL SIGNATURE ! Civil Engineers • Planners • Surveyors • CIS JOB NO.: 99-1272 DATE.• 8121103 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION By RICHARD P. MARTEL LIC. No. 165 south satellite road south Windsor Connecticut 06074 DRAWING NO.: JOBS1. i272 '0082103.DWG SOUTH ����®� CONN 'CTUCUT I Burr Meadows Community Augmented Buffer / Screening Plant List: Key Quantity Botanical Name Common Name Size Comments To # 5 Thuja occidentalis "Nigra" Dark American Arborvitae 10' - 12' Ht. B & B Ea # 5 Euonymous alatus "Compacta" Compact Burning Bush 24", 30" Ht., 5' O.C. Container Rc 9 9 Rhododendron carolinianum Carolina Rhododendron 2411, 30" Ht., 6' O.C. Container Vt # 6 Viburnum trilobum American Cranberrybush 2411, 30" Ht., 6' O.C. Container Iv # 8 Ilex verticillata Winterberry Holly 24", 30" Ht., 6' O.C. Container Fi # 11 - Forsythia x intermedia Border Forsythia 24", 30" Ht., 6' O.C. Container I—AVIIIA4F4FA5. �f7Yo%> SEE /1D, � _ U .P,�3i�b5>�,v �r1as GENERAL LANDSCAPE CONSTRUCTION SEQUENCING NARRATIVE: ~� 1. Stake Limits of Disturbance, and install all perimeter sedimentation and erosion controls, '5 as specified and detailed on the Drawings. 2. Clear, grub and strip topsoil, as specified, and stock pile in designated areas with appropriate mechanical and / or organic` RPri;m.-ntat;nn ar,ri /A - --p--- - ....,.-...w.. -u utlu V1 V31V11 \JU11UU1$. � 3. Complete Surveyor's staking of proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, in conjunction with Site Utilities and Building(s) Layout. 4. Complete excavation for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, and prepare bedding and footing materials as specified and detailed5 on the Drawings, in coordination with Site Utilities and Building(s) construction schedule. 5. Install all internal sedimentation and erosion control measures for proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the � Drawings. 6. Install all proposed Landscape Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on the Drawings. 7. Carefully back fill and /or install appropriate materials around all proposed Landscape f Plantings, Paving, Lighting and other detailed Site Improvements, as specified and detailed on th(e Drawings, until subgrade is reached below topsoil course in lawn and planting areas, and subbase course is reached under paved and structural areas. \ �u 8. Complete installation of all specified finish surface materials, as specified and detailed on the Drawings. 9. Stabilize all finish grades with the appropriate materials, to the lines and grades as specified and detailed on the Drawings. 5 10. Maintain and/or augment sedimentation and erosion control measures throughout the duration of the construction activity, as directed by the Owner and / or appropriate Town Staff. 11. Apply aggressive soils' stabilization techniques on site, particularly along Wetlands andI�-1-1- Water Course edges and storm water detention and / or retention basin areas. 12. Upon complete stabilization of disturbed areas, carefully remove all sedimentation and erosion control measures, and stabilize any remaining disturbed areas, as specified. GENERAL PLANTING NOTES: 1. All plant material to be nursery grown stock subject to applicable A.A.N. standards. 2. The Contractor shall supply all plants in "anti' f . ' k%/ 3 ® L'JFA rn �. \VkX J �, •- AAA 1 ♦��r� *� q�INN kit IL 11i ies su pcient to complete the work shown j on the drawings and listed in the plant list. In the event of a discrepancy between quantities shown in the plant lists and those required by the drawings, the larger number shall apply. is 4Y� _ z 3. All plants shall he;nQnPrta4hrl k,, T a __ A ,_•_ y '� C7 -) A V r....0 uy 1111. _anu,�aije Ai-cnitect. Any plant material that is ` deemed unsatisfactory shall be immediately removed from the Site and replaced with acceptable specimens at the Contractor's expense. 4. Prior to installation, plant material shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not an„ro-vera i„r tho T n --A ...t.:-t- � are requested to be moved, will be done so at the Contractors expense.4Precise location of items __ 1 not dimensioned on the plan to be scaled off the plan and field staked by the Contractor, for approval, as per note # 3 above. 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine A� � in bar k or hardwood mulch, as detailed. n 6. All trees under 3" caliper shall be staked. All trees 3" caliper and greater shall be guyed. 1 7. The Contractor is responsible for any damaged vegetation and shall replace or repair any Y' damage at his own expense. Unless otherwise specified, all plant material shall be under Y guarantee for a i,,inimuir; of o,1e year ur biinai acceptance by the Owner. 8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455 prior to construction. 9. All shrub and groundcover planting areas shall have min. continuous beds of topsoil, 18" deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise specified. 10. The Contractor is responsible for locating all utilities in the field. Where plant materials may interfere with utilities, the Contractor shall notify the Owner and T.nnrkr•aa Anrr•h;re r coordinate their relocation prior to the installation of that material _ ..... �N, , 11. For planting soil mix, see specifications or planting details. 12. All existing rill, gulley and or channel erosion shall be filled with appropriate backfill material, fine raked, scarified and stabilized with appropriate vegetative material and / or ' appropriate sedimentation and erosion control measures, as required. Refer to appropriate Sedimentation and Erosion Control Plans, Details and specifications for final requirements. #� 13. Adjustments in the location of proposed plant material as a result of existing vegetation to remain, shall be approved by the Landscape Architect prior to installation. 14. Bare root and cnriv niantinrr areas sl,all I. r.-_. ,_ , C�1C�nL-/ 11J.S� ctllUr, 111SL nydroseeded with immediate stabilization. When planting sprigs within this hydroseed area, clear specified lear al lawn ameter area around each sprig. IS. Additional Planting material and / or increased seeding rates may be required by the Town s7C:(/E T�tS%1GWL/ryF�t/TS� Staff as site conditions dictate. A5z:eI,,VL &�� 16. This site has no discernible existing specimen trees of 4" caliber or greater, which would GS merit preservation and inclusion in this proposed planting plan.11 17. In addition to the plant material depicted on this Landscape Plan, the project proposes to ✓ add appropriate buffer / screening plant material to augment Burr Meadow's existing mature evergreen stand along their common property boundary. This material will be field -located by the S I Landscape Architect, and approved by that complex's community board of directors, the project t� / Owner and apprttoprlae T own San as required. ,W F _"W_ #42� - • 5' Y� Magic Perennial Ryegrass 25% QJ Fiesta II 25% C c + Yorktown Perennial Ryegrass 15% Touchdown Kentucky Bluegrass 20% ' � #q Merit Kentucky ueglass 15% Or A� PProved Equal ) � r..4o � i o ;/49 i Wildflower Meadow Areas: Seeding Rate as recommended by the manufacturer; shall `++ 77be the 8048 - Northeast Mixture �np ^ as manufactured b A plewood Seed Company,Inc., /\ �zszn v;,, a„ Q+,--+ n.,-.4- nn onnn', V �i . �,. • ` � �� p / ✓ ,vv v iviali ��1cc6, twaua, l.v ovvUG, lelepllone �303) 431-62-83, or approved equal. W GI Detention Basin Areas: Seeding Rate; 1 lb./ 3,000 S.F.; shall be the " 2000 Wetland Seed Mix ", as manufactured by Blackledge River Nursery; 155 Jerry Daniels Road; Marlborough, CT, 06447, Telephone (860) 295 - 1022, or approved equal _ J A N r General Notes: Weed Seed; maximum of 0.50%, no noxious weed seed. Purity; a a G minimum 97% pure. Crop; maximum 0.50%. Germination Rate; minimum 80%, (or as • T generally required by the manufacturer's recommendations and specifications). Refer to Sheet L.1, Landscape Plan's Planting General Notes for additional conditions, as required. 0 �- G Note: The bottom area of proposed Detention Basins shall be tilled to a minimum depth of 6", 4 #' integrating an appropriate, nutrient -rich seed bed mix of existing soil, fertilizer, peat moss and M d d b h S '1 S' Tom' S .�llR2SF1� � /TllI1 / Rddv �I ...�. �... '0 r c r� l�o/Vt7 CQV�IVIA-,c 4//u/7;5 G •.3 �oe.,c3cr/c�rYc� �r�vT��,rc(/.� l�iY�T�s �► lam. . L. • zf P �O�'. 11G�/i�� c����T�IiU� c 4�(//7,-3 A/z -O`,g . t: , ., 0 RECEIVED IIPR -tiK ?nn4 SOUTH WINDSOR PLANNING DEPT. manure, as recommen e y t e _oi _cientlst an_ as _irerterl by the man,i;fae-ttirers . .: specifications. 0 General Site Plant List A � M Q Key Quantity Botanical Name Common Name Size Comments # 6 _ Qr Qr 92 Quercus rubra Quercus rubra Northern Red Oak Northern Red Oak 2-1/2 , 3 Cal. 1-1/2", 2" Cal. B & B B & B Ap # 2 Acer platanoides Norway Maple 1-1/2", 2" Cal. B & B Ack # 4 Acer platanoides "Crimson King" Crimson King Maple 1-1/2", 2" Cal. B & B Pc # 10 Pyrus calleryana "Bradford" Bradford Pear 1-1/2", 3" Cal. B & B Ps # 3 Pinus strobus White Pine 14'- 15' Ht. B & B Ps # 3 Pinus strobus White Pine 10'- 12' Ht. B & B Pa # 6 Picea abies Norway Spruce 14'- 15' Ht. B & B Pa # 5 Picea abies Norway Spruce 10' - 12' Ht. B & B Pp # 6 Picea pungens'Glauca' 'Glauca' Colorado Blue Spruce 14' - 15' Ht. B & B Pp # 5 Picea pungens Colorado Blue Spruce 10' - 12' Ht. B & B a To # 31 Thuja occidentalis "Nigra" Dark American Arborvitae 8' - 10' Ht. B & B Rp # 39 Rhododendron'PJM' PJM Rhododendron 24", 30" Ht., 6' O.C. Container 1a Re # 44 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container Ea # 9 Euonymous alatus "Compacta" Compact Burning Bush 18" - 24" Ht., 6' O.C. Container Rv # 17 Rhododendron viscosum Swamp Azalea 18" - 24" Ht., 6' O.C. Container Sheet Number: VC # 27 Vacciniu . corymbosum Highbush Blueberry 18" - 24" Ht., 6' O.C. Container Vt Iv # 38 # 28 Viburnum trilobum Ilex verticillata American Cranberrybush Winterberry Hollv 18" - 24" Ht., 1 R" - 2.4" Ht 6' O.C. Container h' n C C'nntn;nar Cs #36 Cornus sericea Redosier Dogwood 18" - 24" Ht., 6' v.v• Container ' L 1 g 6 O.C. Container i Total Project Residential Foundation Plant List Key Quantity Botanical Name Common Name Size Comments Tm # 73 Taxus x media "Densiformis" Spreading Yew 15", 18" Ht., 4' O.C. Container Ic # 14 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container Rcc # 24 Rhododendron catawbiense Catawba Rhododendron 2411, 30" Ht., 6' O.C. Container Rc # 11 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container Rp # 24 Rhododendron 'PJM' PJM Rhododendron 24", 30" Ht., 5' O.C. Container Js # 8 Juniperus chinensis `Sea Green' Sea Green Juniper 18", 24" Ht., 5' O.C. Container Jh # 26 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Cd # 36 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6O.C. Container Hh # 400 Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Flats Ef # 300 Euonymous fortune Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats Hs # 120 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots a � �D CD�sZ FIL C 21 «JJ"( Ly�L PAS APE F1N SN�.D FLI- WITH APP(Z1 FLICI. (vWTE�1gL f'�3 sz�qu� R.RI Ground Cover Planting; Scale = NTS P2-1�llt.� IALI_ 5c- 1.WHE21✓ PLNJTIwG R-m AIZE it)L4 WITH -,� WITH A�' }-1�LT7CLJLTIJ2AL_ SWAN- A> >�� il�VICES,1L"i7sN rC�LA7J},ICz C7 ZG It-i CP-CE2- TC F JZVE THt�- K1ATUZ,N- FtP-Jvl CI= THE fECUFIC PLANT oe F IA J�!!1 C� P1T 1eFi�CES 5E fiA►-t� PPJCiz `m P[-wTII- if= APPEOPPJ-aTE AND APFIZ ve-D 5Y Z.CLn- •I.AF� FROM 70F THI2D CF 2COr CO - PJJD �121APPED THE LANCXSCA.PE P1ZCHITEG7" ONE FbU2:rM -gyp ONES THIQD CF THbi %,I�L�.F _mow O✓E ALL SYNTi-tET1C T�MtJ E}.IT1 Y WOOD MAY I - LOVED 6Y f `rl- IV�`Ft11NN1t�1-C�TOT "� � r-- M F-COT 54LL02.PL &N 3. DETQ.J! ME-At.I>'AS �J�IE�.L �CAMPLE LOSS DUtz►-ica SPLAN�f(N�T j of FZjce�f2. F I AwI I ME FHOP V41e2�, DEY4U_ atJD 6,15 I5IP'FErz., THE LATTI , SHaLL p2EVA11L. 1 d �Q d �4L SaUGEJ__. � •( F=7NISNED GZA.1]E '� 6" MIDI . PLANTIt�tC� �T �G1CFIl_.L EO '�,•-,� li'� � ''6�1,,UN. WITt-t SPt=GFtED Pt rTu�IC CZ&/PACT.5oiL-MIX EF_l��n/ �r�LL ,JJIL MIX. Cam, AI-3iW1C�i��Ll..,DIANit✓T�f� OIL C.f= PL�U�ITI}�^ FIT Shrub Shrub Planting; Scale = NTS RZL-NI t1C-i. 1N VJI n t w �� NOTF 1. v�/H eczE PIS NTf1�l C PITs�f� E CuG tivl n-1 A pzovED H}, i^ - CUL711> _ STANDAIZI�S K,E>z►t� DEVICE.S,� tLT�TG>�,z>1.tG IN 02�Q TO THE F�tA"SL1QP t. \ /' 1-tASZDFJ.11)JC� Oi PIT FaC !_S �H4ll� 6E 5GAJ? FCY�J�i CFT}-lL SPEJrliG Fq-At-tT. =F \ �/ IFIED P!`'1Cle_ i0 PL�NT1►JG. .tiPP20P2lA,TE 1144D AFPZO✓ED SY OF 3"CAL . 02 LESS AND �USZ71-1 TO O1 iQD OFI THr�YVt�p EVi✓���2JL�1�1 TIZE�S O>' 8' 02 LSrStid L11 �G IA D. MW. Z PL..Z TeE>✓ •CFyTHL:5 stzE MAY BE 2EI r1ovE17 SY,75ECTrvE ' opt. d fit E ' THINNING `ft7 8N- �JvC� Qr�O i LD56 3.DaI�LS TES C7./E� 3'�S_. o l 1D EYElZ- DLIrLNG T2-A1-LSPLAM-rIMC . NF�/E� cU7' C-Eu c L_ Lt=/�DErZ . - '� L d CAP E?`t `l L s C�/Elz 8 SI tAL L e5E Cal r-rED; tvlln t. 3 PE2- TPFF /4 'GUY5 C-.�tJ F� - fu(11�1.2 FLY• '4-��� .b- �I. WHf_JZE SAGE F3ZOt-118IT5 GUYif�'a : � 5T,4i,�5 v�/} �r? TtzE� �. 3Y2'�-., � sro.>✓�s P�r�.� O� 3 llP .dry 5. 001Z.11- ME-ANTA-5 EX,d,MPL.ECF .,�('4 -G ✓S PrZ�PFZ PLd.fJTl?� METf�JD•wHEJZr✓G�fAIL a A1�D SFE-09CAMCKL5 GiFFEIZ THE LA7-)-C�- S}-WL,Lr P�GVAII�, 1 Z r✓ C-t1 -v- WI2-E, 0. GUT ffU 2LA-AJQD WIZe- S4'�'-E75 FP -OM TOP 6'Cs4l_V. -b `i f ti2D Ct i200T• 1 && - P-EJ�iOA-= ALL �>y HEnC- TUI21J6UC�-C_E pe5A!-1D E�,17112E YFrc:nM Zx2'x6'(MiW) 1-i4217,WOODSTAvE I I A V1/rrH NIOTCHED 51'A`i" G,u'(S OF 17 Cq;i -L E C-�A) V. W12E,��//ISTED, AN(:3�L.E ANP P2AW VEzrcAL —4 WITH G' GALV. -fU 3 APMO✓ED MULG1 I IFVl.Q:�s (-rYl-) AT G? SLJGf-M-Y A15OVE F=1 N ISNED G-�ZPDtr . Fr►.115HED G2AU' ' /150 1' TCR .— I I I � I ill �/��, > : °sue ��„ • `� + 7J �j , I/ SET G L1 STAR! F- �" �11�N C24DL'_- / �%t jig �— I Mid C OMF,,aGT 0MI X IX 5 Lf W ZCCTr Be WWFT-HN 5C1 � PEPUA.I. IQCURI = >� s_ ' - t� llfi?- 1 A�,1D PITCH AaAY TZiWAZO PI✓21M �O{L Mlx. I III _ — IIIf� I cy-- FLAI-F JG PIT -Iffifl,-Ip =fiflfG rtru. L-5 7MC-r✓ tSaLL.. (;4 v } Tree Planting; Scale = NTS I Residential Foundation Plant List, Building Units # 1 - #4 Key Quantity Botanical Name Common Name Size Comments Tm # 4 Taxus x media "Densiformis" Spreading Yew 15", 18" Ht., 4' O.C. Container Ic # 8 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container Rcc # 6 Rhododendron catawbiense Catawba Rhododendron 24", 30" Ht., 6O.C. Container Rc # 3 Rhododendron carolinianum Carolina Rhododendron 2411, 30" Ht., 6' O.C. Container Rp # 6 Rhododendron'PJM' PJM Rhododendron 2411, 30" Ht., 5' O.C. Container Js # 0 Juniperus chinensis `Sea Green' Sea Green Juniper 1811, 24" Ht., 5' O.C. Container Jh # 7 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Cd # 8 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6O.C. Container Hh # 210 Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Flats Ef # 0 Euonymous fortune Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats Hs # 24 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots x a 4:? t cal .,�....'. a� O R Sheet Number: L.2 Residential Foundation Plant List, Building Units #5 - # 12 Key Quantity Botanical Name Common Name Size Comments Tm # 32 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., 4' O.C. Container Ic # 0 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container Rcc # 10 Rhododendron catawbiense Catawba Rhododendron 24", 30" Ht., 6' O.C. Container Rc 44 Rhododendron carolinianum Carolina Rhododendron 2411, 30" Ht., 6' O.C. Container Rp # 15 Rhododendron'PJM' PJM Rhododendron 24", 30" Ht., 5' O.C. Container Js # 4 Juniperus chinensis `Sea Green' Sea Green Juniper 1811, 24" Ht., 5' O.C. Container Jh # 10 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Cd 414 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6' O.C. Container Hh # 180 Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Flats Ef # 110 Euonymous fortune Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats Hs # 48 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots Q a 0 Sheet Number: L.3 W �Ia� V .POO � V � � V O tdi0 PROEM("'� � O 4 f Now ' ct z o A z � � z. ct �w z � 3 ENEMA P' 4Z CL v r a o ICLI ^ N U M 3 s , Residential Foundation Plant List Buildin Units � #13 - #20 ev Ounntity Rntaninal Nam.- %�� -- NT- Q:.�.. �,,.,,....,j i+v�a•aaiivui i�uiaav <. V11ll11V111VQ111G 131LU Comments 2 Tm 437 Taxus x media "Densiformis" Spreading Yew 15", 18" Ht., 4' O.C. Container Ic 46 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container o Rcc # 8 Rhododendron catawbiense Catawba Rhododendron 24". 30" Ht., 6O.C. Container Rc 44 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container Rp # 3 Rhododendron'PJM' PJM Rhododendron 24", 30" Ht., 5' O.C. Container a Js # 4 Juniperus chinensis `Sea Green' Sea Green Juniper 18", 24" Ht., 5' O.C. Container Jh # 9 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Sheet Number: Cd # 14 Cotoneaster dammeri "Low -fast" Bearberry Cotoneaster 15", 18" Spd., 6' O.C. Container Hh # 10 Hedera helix y English I� 1 Yr .Plants, 12" O.C. Flats A g Ef # 190 Euonymous fortume wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats / Hs 948 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots' QC-NelJ1�i� CA�JZ PLPJ l� 5 PL�t�I T Cr=S�i1��L pS �PF=C�FI:'b --- r Scale= NTS = NTS 1.I01 S 1.WHFDF_ PLAW-M G PITS A2E cx-C 1 MTA ALIC-�Y�Z11� i�VICES,l�11L'1�-N`rC�. LAZ1}JCZ 0? Ho PLEN1t,G OF:- PIT -fUZF75CE5 LC� l;G -,5cAZlnED F)zcp— ro FtANTIw--; Z.CUT [jUZLI FtZOM ` -OF THISZD CF 2COT' L-A TEE- --V-tAL1- F2EVAL. CCN FAC1- `OIL MIX ZCOT E51 L ANP Pj-rCH .WAY TONA4Z1D5 FTOmrr CF" PLAJ�n},G PIT. CUGi W)TH �`5--1Ae ttn�GMW. Z F-C-e Tzr-r-- .0 TF-ILS'ZizE CCA��.E E�CIG�1S T2FFS d�2-3'CAI_.,olJD GPFF}�( `T�EGS O�/>=tz. 8 SrwLL. �E C-tLNED.; MIrJ. 3 PEIZ TCEFr OE= TNL5 J1ZF-E RAGE � .-} 'GUYS FF?z.T2EE; 1FC7✓E- y.bVli E SCE Fr,7 - I8IT5 GuY11K �5T 5 ! 2 TiZEE Fb2 3y2'CQL., f STA1C�s F Er- -»EE 5. DE -AAA- M L=-IAN TA:5 C-4rn< t:>=Xc?,MPL!✓ OF P12rJPErz Pi_<l.NTil� tvfE1'FiOD•vVt-IEIZEQ�''TAII� AIJD S1�CCl1=1CATiC+�S MF1=EfZ THE LATTC^Q. SH4L-L P1�LVA1l�, 6, Cu-r 6L12LAAF'fi1JD WIzE azA 'E.7S F7ZoM'70P 7f-ttIZD OF ECCr eALL; QFJ,1OVf-z ALL --,-->`(}-rrKETIC W1zAP5, p�Fl~5 A1-10 -rW W E:3 0,4712E!_Y F20M C-4 Y5 Cr iZC-?%l-L - E C�tLV. W12E,-fWISTEA, WITH G' G✓ L-V. -FIB FLAG5 (TY) � 1aDoi 54LL. AT CE. SUC I iTI-Y A50Vr✓ Ftt�ItSNED C-S2A�. SET I-,' �LGN C2ADc::. C:C MPACT _-_aL M t X 5r-I�N ZOOT 5&LL. 41JD PtTC} t AWAY ACD PE21METl:1Z C?`= FLaNiINC� PIT s Units # 1 - #4 Comments Tm # 4 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., 4' O.C. Container Ic # 8 Ilex crenata `Compacta' Compact Japanese Holly 24", 30" Ht., 6' O.C. Container Rcc # 6 Rhododendron catawbiense Catawba Rhododendron 24", 30" Ht., 6' O.C. Container "Pin a "I .. ✓ Rhnrinrlpnrirnn r•arnliniannm 1�11V MV.LVlltil Vll - Carnlina Rl,nrinrianrirnn VlAl V1111{A 1U1V L1V 1V11.L1 V11 )A" in,, LT , ✓V Tit Ain (` 111., V V.�. (�nntainar 1i V11LGL111�1 Rp # 6 Rhododendron'PJM' PJM Rhododendron ` 24", 30" Ht., 5' O.C. Container Js # 0 Juniperus chinensis `Sea Green' Sea Green Juniper 18", 24" Ht., 5' O.C. Container Jh # 7 Juniperus. Horizontalis `Bar Harbor' Bar Harbor Juniper 18", 24" Spd., 8" O.C. Container Cd # 8 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 6O.C. Container Hh # 210 Hedera helix English Ivy 1 Yr .Plants, 12" O.C. Flats Ef # 0 Euonymous fortunie Wintercreeper Euonymous 1 Yr. Plants, 12" O.C. Flats Hs # 0 Hemerocallis speciosa Daylilly 12", 18" O.C. Pots O r ct U Q I M al • all O �I A �1 POEM �I ;To M en W O O Sheet Number: L.2 i