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00-07P_PLEASANT MEADOW SENIOR RESIDENCE DEVELOPMENT_PLEASANT VALLEY ROAD
p`:J:_: V�'•f i4j;5 <�• ,F •?� i1 t. *11N4k; , •ur, , 's p 4". SITE PLAN OF DEVELOPMENT/SPECIAL EXCEPTION A3 6D IL INN i V IM L L I L m , (L " (L UU U W LNN LU) 6 U (L; U LNN J NN ILL P-,A J U) L V E� —i\ L Ll % A --- prepared by: esign . rofessionals, Inc. Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 Rnhrt ! Crhs+nhinnr+r Tr AQT A VVVlI V. VV11N�11111151" Jl. 1 >.V .. a pe Asc test The Turbine House 10 Front Street R P.O. Box 246 Collinsville, CT 06022-0246 Tel. 860-693-1025 Fax. 860-693-4832 "OW VftA, 14" Alit TNC Ty OP DE616N PROFESSIONALS, INC., AND HAVE BEEN MWAAW tt1IGIPWAU'r INOR rHE 0"4M/APPLICANT FOR TH15 PROJECT THEY ARE NOT TO a 4 Past MtY OT► IM PUP0004M OR dY ANY OTHER PER50N OR PER-WN5 NOR 10 CCLIC4W IN ANY MAIRRR NiITHOVT THE EXPRE55 WRITTEN PERMI5510N OF DESIGN PROP!'tll N s, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE OR16INAL SIGNATURE AND IMPRESSION SEAL ?F THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURYE I Atop MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-300B-20 OF THE REt:t1lAT10NS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF coNNEoncu ' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE TO THE BEST OF MY KNOWLEDGE AND -PerIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - ! 12882 RICHARD P. LIC. No. lJ o !ice Ulf QI V I17 ITIn�I°�Ir�I�IJ� QP 117 7 PLANNING a ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 APPLICANT South Windsor Estates, L.L.C. 84 Willowbrook Road Longmeadow, Mass. 07106 Tel. (41 S) 567-5585 The Clover Group, P.C. Architects 40 Central Avenue Albany, NY 12206 (518) 436-8391 FAX (518) 436-8j OWNER Anthony D. Russo 190 Old Stafford Road Tolland, CT 06084 I el. (8110U) 872-4U83 Lvlllil � lill 1' Li Al 11 E; 'I M%ffi%) I MAP LOT N/F ABUTTER LIST 16 13 PLEASANT VALLEY RD. CINNAMON SPRINGS CONDOMINIUM 14 PLEASANT VALLEY RD. BURR MEADOW CONDOMINIUM 16 1200 PLEASANT VALLEY RD. SMITH, FRANCIS P. 17 1180 PLEASANT VALLEY RD. KIZIS SCO77 M & KAREN A E. WINDSOR HILL, CT 06628 18 1200 PLEASANT VALLEY RD. SMITH, FRANCIS P. 19 PLEASANT VALLEY RD. FIRST WESTrIG£ PLEASANT VALLEY ASSOC. 20 PLEASANT VALLEY RD. FIRST WESTAGE PLEASANT VALLEY ."OC. 17 21 WHEELER ROAD PLEASANT HILLS CONDOMINIUM Zoning Data B/odr ZONE: RR 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. 11 .5 spaces/unit or 30 PROVIDED 134,851 s.f. (3.09 ac.) 2.95 ac. 20 units 6.77 units/nba 147.55 ft. ** 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 driveway spaces & 10 parking lot spaces. 1 2 ,- 3-4 5 s 6-7 ���°� LA — L. 3 ti��9� A11— A-13 o,*,Al ,'-) — Al / SHEET INDEX COVER SHEET N KEY MAP PLOT PLAN TOPOGRAPHIC PLAN SOIL EROSION & SEDIMENTATION CONTROL DETAILS LANDSCAPE PLAN ARCHITECTURAL PLANS ARCHITECTURAL ELEVATIONS 4, $ d7 �or s Sn' �NI1/�A�©, AL E REVISED: MAY q, 2000 REVISED: MARCH 51, 2000 REVISED: MARCH 8, 2000 DATE: FEBRUARY I, 2000 SHEET 1 D: \J05\I2"12\I2 '72k n.drlg I f i NOTES.• I. HORIZONTAL DA TUM - NAD 27 - MAP REF. /I 2. AREA = 134, 851 SO. FT. J. PROPERTY PRESENTLY UNDER OWNERSHIP OF ANTHONY D. RUSSO 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. 5. ALL FOUNDA TIONS TO BE EQUIPPED W/TH A SUMP HOLE AND PUMP AS REQUIRED. 6. PROPOSED SANITARY CONNECTION AT EXISTING BURR MEADOW MANHOLE TO BE INSIDE DROP. 7. AN ORGANIC AMENDMENT WILL BE INCORPORATED INTO THE SOIL USED TD TOPSOIL THE PROPOSED STORMWA TER BASIN BOTTOMS. 8. ALL RADII ARE 10' UNLF.S N07D Orl4FRwrsF REFERENCES - I. SUBDIVISION OF ANTHONY D. RUSSO PLEASANT VALLEY RD. SOUTH WINDSOR, CONN. SCALE 1"=40,' DATE.• 12-30-80 REV. TO 7-15-83 SHEETS 1 OF 2 BY PALMBERG & RUSSO. 2. PROPERT)' OF FRANK C. SMITH, HILMA HRUBY & ESTA TE ' OF PAUL HRUBY PLEASANT VALLEY ROAD SOUTH W/NDSOR, CONN., SCALE 1 "=40 FEET JUNE 1949 BY PETERSON & HOFFMAN. 3. PLOT PLAN CINNAMON SPRINGS PROPERTY OF GEORGE J. ACHENBACH, PLEASANT VALLEY RD. & CLARK ST. SOUTH WINDSOR, CONN. - SCALE 1 "=40' DATE 8-29-1972 REV. 8-8-73, SHEET 2 OF 5 BY ACHENBACH REALTY COMPANIES. Ag.••■ k% 7-6- - wn a , South (.L/L%iLl� 1540 SULLIVAN AVENUE • SOUTH MIINDSOR, CONN. 06074 W AREA CODE 203/644-251.1 April 6, 20M South Windsor Estates, LLC 84 Willowbrook Road Longmeadow, MA 01106 RE: Pfesna Meadow Pkstsaat Va4a ey Road .SO ITT WI NMR, CT Gentlemen: The South Windsor Water Pollution Control Authority, at its regular meeting of April 4, 2000, gave approval for the connection to the Burl; WkIadows sewer of a 20-unit Senior Residence Devakve eru at Pleasant Valley Road, as more specifically shown on plans entitled "Pleasant Meadow - Senior Residence Development -1140 Pleasant Valley Road - South Windsor - Connecticut" pcepated by Design Professionals, Inc., Job .No. 99-1272, Drawings No. 3/6 and 4/6 dated February 1, 2000, revised 3-8-W (Rev. 1). 3-13-00 (Rev. 2). and 3-31-00 (Rev. 3) , and subject to the following OOndltim: 1. Technical approval of the Town Engmeeeing Department, 2. Final Authority_ approval and acceptance of the sanitary sewerage connection will be given once the sewer lino 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 confonnance with the design plans previously approved by the Authority, and meetitng 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 Mathok 416 from 91.65' to 97', and the elevation change at Manhole #7 from 91' to 95.35'. 4. Easerrlents between the Burr Meadow and Pleasant Meadow Condominium Associations shall be reviewed by and to the satisfaction of the Town�Attorney/ 5. This approval letter must be superimposed on the final a�A o ans. Very tndy yours, Hindson, Chaimate Water Pollution Control Authority TH:rt cc: Matthew Galligan, Town Manager X92 em I i. �wwt, LIUV ;tit of ruou0 `w " kay la=etta, Town Engineer Murcia Banah, Director of Planning John Collins, Chief Btulding Inspector Anthony D. Rusw - Owner Kates Isherwood, Design Professionals, Inc. of 1 \_ s�s I z o Ln o _ o i0 CD 03 o �f � 0) _J N/F M BURR MEADOW 1 .v oc oci ` I \ PROPOSED 20 STORM DRAINAGE r8 do SANITARY SEWER EASEMENT IN FAVOR OF N SOUTH WINDSOR ESTATES, L.L.C. 2s.s• O _. O 10 PROP. DOUBLE -RAIL LITFENCE PROP. ALONGRAIL RET. WALL GUIDE RAIL 7 R 15` e0 R \ IO R=5 R=5' p �7 R-3 R=5' � � a R=5. •off 13 ry0 R=15' R-8' �v # R 5 R-201 / / R 60 Ito R 41 \ 14 26.5• R=10' R=5. 4C4 R=43 O'4i R=60' It/x m� 20 �4�• r, Oc� 3 y� # R=5 O 5 Rs ' / � Rffi5 1 r0 BE SEr \ ^h Z6.5• O f ��, R-5' A:7° Qs 3� 0 4), i P 4 9x,1� /+- - STOCKADE FENCE \ / o \ R=5' a / Ex J.P. h / a Ca4Ma y RECREA naN BROKEN AREA MON.. (SEE SHEET L 1) (1. 07 -E) (3.75�-N) PRO? ST WALL W/SiCN p� (SEE c 1) rtr as+cw snmrr LOCHT (rra.) R=25. *�-(2E• 047AA 1-3) rstj PROP. STONE 41 WALL (SEE L2) 7J RsZ5. EX ./.P. �( N/F CINNAMON SPRINGS N/F FRANCIS P. SMITH z<,x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z;, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGFNrIFc, - "AAINIiAII►n creNneanc FnR cLiavcYr AND MAPS IN S k :?� INFORMATION. ALL EXISTING UTILITIES SHOULD 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 -0p BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-31-00 ADD LABEL RAID. GENT. /PKG-,RAISE SANIT.OBURR KMI BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 3-13-00 REV. STORM PIPES/F.L. KMI 'F 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 3-6-00 REV. PER TOWN COMMENTS KMI tc : i• IMPRESSION SEAL AND ORIGINAL SIGNATURE _ OF THE PROFESSIONAL ENGINEER/SURVEYOR . NGINEER;SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL UC. No. cam-- �s - -1' ��) ./, g / wvl � �7 ou& L!!L/u&o-lZ 1540 SULIUVAN AVENUE • StWTH wINOSUR. CONN. OW74 AREA CODE NO 1444-2511 CERTIFIED MAIL April 6, 2000 c%,�um ate S•ou& ?&u&dt South wMaaor Estates LLC 1540 3ULUVAN AVENUE • SOUTH WINDSOR, CONN. 06074 94 Willowbrook Rd P� AREA CODE 880 / 644-2511 mow, MA 01106 Dear Nb dam/Sir. [p March 8, 2000 Re: App14100-07P, Pleasant Meadow Special Exception and Site Plan r0 BE SE Certified #G419177167 We are pleased to advise you that the Planning do Zoning Commission voted on Mauch 28, 2000, to approve Design Professionals, Inc_ with modifcadow the above rckrenced application for a Special Exception and Site Plan ofDevelopment Attn: Peter DeMallie This approval u for the cOnstnrction of senior readence development on property located on the north side of 165 South Satellite. Road Pleasant Valley Rd., RR zone as shown on plans prepared by Design ProfessionRht Inc., Job No. 99-1272 dated South Windsor, CT 06074 2/1/00, as revised This approval is subject to the following modification 1. Prior to commencement of any site work, a meeting must be held with Town Staff RE: Appl. 4#00-07P, Pleasant Meadow S12D. 2 No building pamit will ire issued until the final mylan have been filed in the Town Clerk's office. Dear Mr. DeMallie: 3. This application is subject to the conditions of approval of the hdmd Wetlands Agency/Conswn ion Commission, including a bond in the amount of $8,000. At the March 1, 2000 regular meeting, the Inland Wetlands 4. An as -built rat is or to issuance ofa certificate of Agency/Conservation Commission approved application #00-07P - �� �' �uPY l� Section 8.I.10 oftheZonittg Pleasant Meadow SRD - IWA/CC permit for the construction of a 20 unit Senior Residence Development and associated stormwater structures on 5. Footing drains are required if the building has a basement. N/F property located at Pleasant Valley Road (Assessor's map #16, parcel 15). SCOT T M. & This approval is subject to the following conditions: 6. Landscape bond is the amount of 53,000 is required and must be submitted prior to filing of mylars. KA REN A. KI ZI S 1. One blueprint copy of the entire set of plans and this letter reproduced 7. All Alms used in the field by the developer must bear the stamp and authorized stpature of the Town of thereon, must be submitted to this Commission. This must be South Windsor. completed within 65 days of approval prior to any construction activity o n,n.�. on tine site. flans submitted to elanning tar Zoning Commission shall o. nr%.^ appravae is required, be. considered having met this requirement. 9. Engineering caaments of2/16/00 addressed to the Town Engineer's satisfaction. 2. The application shall indemnify and hold harmless the Town of South 10. A Oft_ fence is taquired to be installed on the easterly side of the parking area to screen headlights from the Windsor against any liability, which might result from the proposed abutting properties to the east. operation or ucie. 11. In accordance with the requirements of Section 4.1.I2g, the minanum size of trees planted within the 3. The permit is valid for five years and shall expire on March 1, 2005_ It oornbimed yard setback back/buffer is 6-caliper for deciduous trees and 15' height forevergrxn trees. The is the landowners)/applicant(s) responsibility to track expiration dates landscape plan must be revised to reflect these minimum standards. and notify the Commission of a renewal request at least 65 days prior to expiration. 12. Applicants shall provide to the Commission a copy of the restrictive covenants governing age of occupants. 4. A $8000.00 bond must be posted. Four thousand to insure that erosion 13. Free standing lighting must be in confonnanoe with Section XV11, Signs and Outdoor ijghtim. controls are properly installed and maintained during construction, and $4000.00 to cover the successful installation of plantings in the proposed Black and white tramsparari mylars of Sheet #2 with the above modifications, together with three blueprint stormwater basins. copies of the entire ad ofplam must be submitted to thus Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agcocy/Consetvatm Commission 5. An organic amendment will be incorporated into the soil used to topsoil the must be reproduced on the ronylars. proposed st wrnwater basin bottoms. After the mAm have been signed by the Commission, they will be reltrmed to you for filing m the Office of the 6. All approvals required must be obtained and submitted prior to any activity Town Cleric. After filing these plans, a copy of the receipt must be submitted to the Planning Department on the site. The attached Special Exception form must be completed and filed in the Town Cleric's office. The special 7. A contact person shall be identified on the plans. exception will take effect upon filing. Very truly yours, Sincerely, INLAND WETLANDS AGENCY/ ZfJ� /� •�. /�Vw CONSERVATION COMMISSION CJ Walter J. _htw,y, Qw,rmm Elizabeth Warren, Chairperson Planning and Zoning Commission Attachment cc: Town Engineer Chief Building Official LEGEND cc: Chief Building Official Assessor Town Engineer .3upff� � ..b..��.,, oupciinicwent vi Pollution Control v IKON F'lIV TO BE SET South Windsor Estates LLC Fire Marshal a EXISTING MONUMENT 860.291.8755 Prongrty Siiryay/RegL,try.y Prepared For GRAPHIC SCALE i iiiiiiieS� �.,, PL07 PL,li N Pleasant Meadow �° 20 440 � g Senior Residence Development IN FELT &rofesslonals, Inc. DES/GN.• KM/ DRAWN.- KMl CHECKED.• RPM 1 inch = 40 ft I Civil Engineers - Planners - Surveyors ' CIS ✓ 6 No.: 99-1272 DA 1F• February 1, 2000 Ib5 south satellite road • soutn windsor • connecticut 06074 DRAWING NO.: d." �991272�991272-sA SOUTH WINDSOR `~ONW.,7FLV.iOJLL �.. .., t.. ._r _ . .. . .• _ .. ti- <. ... .. +,,. a, , ,.Y:7,^. f. a. iv .1 .s .... • r .... , e. r H , ., F. -. �.: L. .-,Y .. ..3.. ... .r.. .. ,.. .. .. ,.r -. ..-.�-.swCX I-.... �r.�_. .. ._w..F .+m%... "P ., .. "i' v'.".Y?..tr ��'. .m.• >� .tr '�2.- T. -(• 1, tiIT / k v"wUq T1 dN IN,V.=104/0 W/RlPRAP V o� 25 T 0 _ 10$.0 �o PLUNGEPOOL F F`, 1 110 0 . - 15 1 :.` PSMH #5 Gq 11.0 / rS,, ADS - ti;:r� T.F.=108.75 k109 l R. ` 11O O NV ,100 �' 0 q4 I 0 0.01 INV.=97.50 - \ OOTI 1: DRAIN p TLE / 5 s ¢ 'PSMH #3 °2`3,c �1/2 F.=106.00 T.F. 108.25 7 P OVIDE RODENT P• INV. 96.25 PCs STIR. S� ,,, klo S REEN TO BE SET \4 S �J j .F. 8.0 -- - . r l �� k1p8,5 R_ ti� Q�GQ�' 8 �8A (i5 )-102.85 }� Q� zIII - q� / -11 kl0 43 a� , , ,� VC V.(18")=102.60 1 /ti w �7 �►Q'T C� l�T C# I �' ZL ti� a'°f 6®O O O, ®O O La9)3s ! \ 1 % 4 PCB#3 k10 S y� 2� �°s .s �NP�`�¢ `3 Fp PSMH ��� T'°0s 13 / g 3 T.F.=107.75 8, 7S v� rn T.F. =108.25 /hya s�?/ F ' 0 (!�y O INV.=104.50 (15") °'�QUO V.=97.0 O �%y� 9>>� C'F 7 MARK MARK �lZ INV.=105.25 (6") '4h °�� (, w �� 777�0 // TYP.FOOTING 8 PSMH #2 -O DRAIN: NOTES-- - / 6~IS' � T.F.=108.97 l �e P ,i11P� O o 2" FORCE -LINE 1. HORIZONTAL DA TUM NA 27 MAP REF. 11 q S PCB 4 O R D # � INV.=96.75 N, T.F.=109.0 2. AREA = 1 J4, 851 SV FT .\ j X149. 12 °O INV.=103.65� 3. PROPERTY PRESENTLY UNDER OWNERSHIP OF ANTHONY D. RUSSO ^� j S k11 °) 109.30 G, w o0� 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. / F ''� o/ '),. �;�$ PCB#5 5. ALL FOUNDA 77ONS TO BE EQUIPPED W17H A SUMP HOLE AND PUMP zo 7S- �'�O T. F. =1"09.0 14 ! '� 112 AS REQUIRED. 4 INV,:(12")=103.65 CD 0 , 0j IN'V. (15")=103.40 6. PROPOSED SANITARY CONNECTION AT EXISTING BURR MEADOW MANHOLE FpF INV.(18")=103.15 TO BE INSIDE DROP. (, /n { i , _ / 7. AN ORGANIC AMENDMENT WILL BE INCORPORATED INTO THE SOIL USED TO /' l �~ v V ,1 p I' 0 (rYP ` �� Q ®~ �2 / / \ PROF. 4 p, ( 20 PROPOSED TORMWA TER BASIN BOTTOMS. w �' TOPSOIL THE RO OSED S 00 SOS WALL wfT�gN�s Cq%D F!Q \ moo/ /�h ^� F.L. 104.40 F ^ a S o ; A, f eUF�ER 19 cq , 770 17 0�► o / 40* REFERENCES.` Il k 3 �ss n 109.5 / \ \ \7�7� 0ry^0 1. SUBDIVISION OF ANTHONY D. RUSSO PLEASANT VALLEY RD, SOUTH WINDSOR, CONK ^ ^^^ 0 O SCALE 1 "=40. DA7E' 12-30-80 REV. TO 7-15-8,5 SHEETS 1 OF 2 B PALMl7ER & RUSSO. ;� ' ' ` � // \ � '�\ 2PROPERTY OF 18 FRANK C. SMITH, HILMA HRUBY & ES TE OF PA HRUBY PLEASANT � . VALLEY ROAD SOUTH WIND SOR, CONN., SCALE 1 "-40 FEET JUNE 1949 BY PETERSON & HOFFMAN.Clb J. PLOT PLAN CINNAMON SPRINGS PROPERTY OF GEORGE J. ACHENBACH, PLEASANT VALLEY RD. o S"v se o4 / 1C9 9 __10 rL & CLARK ST. SOUTH WINDSOR, CONN. - SCALE 1 "-40' DATE 8-29-1972 REV. 8-8-73, l 0 S 08 �~ SHEET 2 OF 5 BY ACHENBACH REALTY COMPANIES. F' F ' w` J 1 J 0 o / / ♦ ` } \ / / S l Gq 172 ` k / R' ` 171.0 0 / / 1. P. �I p l 71. 0 PSMH #1 T / / TO BE SE ♦ ♦ � � \ / S F.L.=98 50 / - ♦ X108.75 / / . ' 6`8 CITING DRAIN / l \ < �I09. 7 PR P0 43 ♦ ♦ OU F.L.=10 . STOCKADE PROVIDE RO T / FENCE SCREEN x1098 \ Q o // / 110 / / PCB#2 T.F.=110.75 PCB#1 'sgos ,INV.=107 25 / d EX . 1. P. T.F.=110.75 72 INV.=107.50 / ADS N-12 0 0.015 F.P.F O� PROP. 18" F. . / 11� F.L.=107.00 110 ' W/RIP-RAP /7 PLUNGEPO L / o�h , �0 , COMMON RECREA RON 2 - AREA � BMON. N l (SEE SHEET L 1) (1.07'-E) (3.75'-N) PROP. S TO / - 114 _ WALL W/S/GN PCB#9 / (SEE L 1) -�T.F.=114.85 INV.=110.75 PROP. STREET F4- "1PCB#8 ?otis, G' T.F.=114.85 'ago LIGHT (TYP.) INV.=111.00 o SN,�z (SEE DETAIL L.3) / _ F PROP. S TONE / WALL 116 (SEE L2) LEGEND !tiq 0 IRON PIN TO f3E SET �qr � EX . P. El EXISTING MONUMENT J •C ___ 520-___ EXISTING CONTOUR -(-3PROPOSED CONTOUR x 287.3 PROPOSED SPOT GRADE - S - PROPOSED SANITARY LATERAL i - W - PROPOSED WATER SERVICE- - F - PROPOSED FOUNDATION DRAIN CL&P 25 71) � J 5, y •4 T;7 ' f� F N x� it t r !• r nrvlcln�le ..,, Cam! Ti/,.,C �(,_ �„(,�_, TUDII �(,_:(,f.�_�f. a 860 291 8755 �����_� r tin min Property Survey/Resurvey Prepared For: SHEET �'� 1. UNLL55 UIHLKWIJL NUItU• CAIWINU UNUIT RL.VIJI VIVJ INIS SUKVtT ANU MAP HAS BEEN PREPARED IN ACCORVMivvG min aL�allvna cv-vvvv .i IV cv-.,vvv-cv (( ))f,�(()) (( - -- Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN U vu vULMA� `� Pleasant Meadow > THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ��� s .�v INFORMATION. ALL EXISTING UTILITIES SHOULD M IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 20 0 10 20 40 a �� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-9-00 ADJ.T.O.W./GRADING/SANIT.& ST. INV./LOC.EX.STR. KMI ACCURACY CLASS T-2. '�ii/ PLAH Senior Residence Development 3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3 31-00 ADD LABEL: RAD.GENT. /PKG;RAISE SANIT.GBURR KMI rofessionals Inca BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 111140 Pleasant Valley Road CONSTRUCTION. 2 3-13-00 REV. STORM PIPES/F.L. KMI ( IN FEL'1 ) DESIGN. KM/ ORAIMV KMl CHECKED. RJA 1 3 THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-8-00 REV. PER TOWN COMMENTS KMI 12882 1 1riCh = 20 ft. !, Civil Engineers • Planners • Surveyors • cis JOB NO.: 99-1272 DATE February 1, 20007 1111�**L IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 1155 south satellite road • south windsor . connecticut 06074 LgRA WNG NO.: d. k 991272 9912 72 - sp SUUTH WIiN LMVR k"IN14CA.;Agq.;V g OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1, HORIZONTAL DA TUM - NA 27 - MAP REF. /1 2. AREA = 13T R51 Cl-) FT J. PROPERTY PRESENTL Y UNDER OWNERSHIP OF AIV THONY D. RUSSO 4. ALL ROOF LEADERS ARE TO DISCHARGE ONTO SPLASH PADS. 5. ALL FOUNDATIONS TO BE EOUIPPED WITH A SUMP HOLE AND PUMP AS REQUIRED. 6. PROPOSED SANITARY CONNECTION AT EXISTING 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. REFERENCES.- 1. SUBDIVISION OF ANTHONY D. RUSSO PLEASANT VALLEY RD, SOUTH WINDSOR, CONN. A/l Ari I T/1 7 c n 1 —1 1-11 I nr n n\/ n A, /nrni+ J(.ALt /'=40, DATE- %2-JV-13U REV /V /-1J-QJ Jntt /J / L/r L O f rfiLML7t/TL7 CC ITVJJL/. 2. PROPERTY OF FRANK C. SM/ TH, HILMA HRUBY & ES TA TE OF PAUL HRUBY PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN., SCALE 1 "=40 FEET DUNE 1949 BY PETERSON & HOFFMAN. 3. PLOT PLAN CINNAMON SPRINGS PROPERTY OF GEORGE ✓. ACHENBACH, PLEASANT VALLEY RD. & CLARK ST. SOUTH WINDSOR, CONN. - SCALE 1 "=40' DATE 8-29-1972 REV. 8-8-73, SHEET 2 OF 5 BY ACHENBACH REAL TY COMPANIES. FOBESEF CLEAN OUT (TYP.) l l k107 �S / / o / 108 ~ / C8) 0 k (/ / x 7 l T0.w ` 109 0 / CAR. 9 0 1 0 INV / 1 6 99. 0 T YP ` w w, •0.W �AR111 110.0 IV V 10Q 0 / 1 °8•s 'rc LEGEND / /T' klo 0% I7/1A1 MnAI T/1 Or, f rT / 4 v rvy ry Iv oc �� I - / I PCB#3 3 13 EXISTING MONUMENT / T.F.=107.75 k108•�s 520____ EXISTING CONTOUR INV.=104.50 (15") MARK -E32U- PROPOSED CONTOUR p INV.=105.25 (6") X 287.3 PROPOSED SPOT GRADE / — S — PROPOSED SANITARY LATERAL 86" z — W — PROPOSED WATER SERVICE / ~1S'• — F — PROPOSED FOUNDATION DRAIN \ / qps /V'^ P T.F.=109 0r Z <x 1 IrIAIICCC OTHEpunSE MnTEf1 CYI-C,TIN(_ IITII -ITV RFVICI�inIC T�1iC CI 11\K'V —In \IAb I AC "Ek" PREPARED IN ACCORDANCE NTH SECTIONS 20--LOOv-? THRU 2v`-300b--20 1 r71J JVR YL, "1`IV MHr 1 0 OLGIY ♦Lr- 11— z LOCATIONS AS SHOWN, AREVBASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THL CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC M BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3-9-00 ADJ T.o.w-/GRADING/SANIT-& ST INV./LOC,FX STIR KMI IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL Z ACCURACY CLASS T. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-. 31 00 ADD LABEL: RAD OFNT /PKG;RA! SE SANIT-aQURR KMI BY A LICENSED LAND SURVEYOR PRIOR TO -- - TO THE BEST OF MY KNOWLEDGE AND RELIEF 'HIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, CONSTRUCTION 2 3 13 0C - RE V IOPM PIPE r L KMI 3 THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-8-00 RtV PR 1(;^ r 7MA/FWS KM! 12RA? IMPRKSSION SCAL AND ORIGINAL SIGNATURE -- - v- `_ __�_ -_��_. _.____ _ � _ .. _ _ �' 0} T14 PROFf K;fOWO FN(,!WF'RP;URVI-YOH NO. DA TE i)E�l��R�F'TION I BY �',�;r❑ I' 9A+' : / ` v EX. M.H. 104 �� / 1 T.F.=97.73 F.L.=93.68 (18") 11R_C,P, ® 0.013 F.P.F. / PROP. M.H. I T.F.=98.12 / T.F.=99.50 I INV.=89.22 (10") / F.L.=93.91 J \ J CO \ I o 0 V) ##7 %n o F.L.STORM (18")=94.47 PSMH T.F.=10 7 \ F.L.SANIT.(8,)=89.42 INV.=89.60 \\� © VERT.CLEARANCE=4.09' 1 f I 1 X9 ,31 i l 1 i / I V 1 I DIM I I I 1g0,16 I I I I I I I l �0 III to C) �i°° �I 4-1:°'_I� Jloo I -11 M N 0°IP IN N Im 10 Z I 00 1 II I -n I 10 ® I I@ a I �a o cN,.I I I-0 1 I FOOTING DRAIN I I OUTLET: v"- F.L.=106.00 �\ {� PROVIDE ROUEN I �, SCREEN I 1 � fiBQ • ?9 1 • 8; 55 GRAPHIC SCALE 20 I I esign I IN FEET &rofesslonals, Inc. 1 inch - 20 ft. S Civil Engineers - Planners • Surveyors • CIS s~,.;? „ r,� , tc ac sr�l,' .,•• crnec t �t 060�4 PROD\ DET. BASIN OUTLET W/DOUB9LLEE6�GRATE T.F.=1A0 / 70P0 �iRA -4-4(C PLAU V DESIGN.- KM/ I DRAW- KMl I CHECKED: RJA ✓OB No.: 99-1272 DATE.- February 1, 2000 DRAWNG NO.., d- 19912721991272-so I DDVD. LnJVIJBLE-RAIL SPLI T RAIL FENCE ALONG RET. WALL,. Prooeriv Survev/Resurvey PrAnored For; Pleasant Meadow Senior Residence Development SOUTH WINDSOR CONNECTICUT F� C!-IFFT 01 102 EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN A EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUP 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AP WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SE DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPL PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY TI TOWN AGENCY. 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSI TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RE AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE IN! WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLEE OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOC 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS A; REVISIONS AD-1 10. W 'GRA61N( 'SANI I & SI -NV iLOC.EY STR KMI j ,s:Ii HPf�QFNf .!F�V 12�1(,} ANI f-QHI.ItR —KMI j I KMI CD THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCAIX 30 0 15 30 60 r— r-� , r. , �-� • T^ r-� r� 1 i--� ► 1 1 i A ► 1 r \ 1 .� A 1 T T 'T i"1 r1 f I 1 .__ -I.. __ ._. _._.- _I_ - _ .. __---... ___ __-__---I LN�.�`�IUIN (_'UN I N U L UINL Y, f�INU IJ INU I I U LPL IJI D [`{">R IJTILITIE c-� CONSTRUr.TI(:)N. IN FEETI 1 inch 30 fi CT D.O.T. 2" STONE TO BE PLACED 'ER FILTER FABRIC MATERIAL EDGE OF PAVEMENT A Flow _w.. ANCLE POSTS 1. SET POSTS AND EXCAVATE A Q•X6' TRENCH 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABIUTY FENCING AND SELF - CLEArNNG. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED 1 BACKFILL 1 CONSTRUCTION OF SYNTHETIC FILTER BARRIER Haybale Installation at Catch Basins 860.291.8755 _Oesign CONTFiOL PL" r o f e s s i o n a l s, inc. DESIGN' KM1 DRAWN: KM1 CHECKED: RSA 11 Civil Engineers • Planners • Surveyors • CIS N©.: 99-1272 DATr February 1, 2000 1 6'D _South 15,r3te' : fe connect f't Lt t 06074 DRAWNG NO,: d` i 991272 991272--so Storm Sewer Structure Flow with two 2%2"x3' in each bale. LEGEND O IRON PIN TO BE SET El EXISTING MONUMENT _ _ 520 - _ EXISTING CONTOUR -{� PROPOSED CONTOUR X 287.3 PROPOSED SPOT GRADE PROPOSED SILT FENCE r 7 PROPOSED HAY BALES LJ Property Survey/Resurvey Prepored For. SHEET Pleasant Meadow Reninr Residence nevelnnment v r--- --- - RHO Pleasant ValRey Im" oad7XI 4 •4 S - k - 's•I! f. . a .r L. .-1, rr"KIJJ •y{ U 'F' •r' ` - t C, rt @ ti• w. -f it 2 '7Y-r i ti 4" i N F : t "riT r,- a v� p . 'i'R I+-' • E r. •�5 ' .. ;4 '*..IXF y 't >4 f t 4 '.} •.�.-''E'�e..�" s"*. �•'. 4t.. ;�S" y;r. ;S'''': Nisi :'T. rr... :a..l; ,s,-r'u. :+1 t 1- 1" r4. tx+... ,.{'Z.Lk.- .. e _ - ! _ T _ � Y•. , GENERAL NOTES: "E �s 0' r^f .t zl.• � • z I F�� 1• ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2 ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. ALL DRIVEWAYS ARE TO BE PAVED WITH A MINIMUM DRIVEWAY WIDTH OF 10 FT. 4_ CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8_ UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. �7 9. MAXIMUM SLOPE OF FILL TO BE 3:1 UNLESS OTHERWISE NOTED. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATER& MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND, NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE: AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING, UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL..AND MECHANICAL SWEEPERS SHALL BE USED ON ABBE ROAD WHERE NECESSARY TO PREVENT 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 WITH 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 BOUNDARIES AS DEPICTED ON THE PLANS. 4. CUT TREES AND REMOVE STUMPS IN THE WOODED AREAS TO BE REGRADED. 5. STRIP AND STOCKPILE TOPSOIL IN THE AREAS DEPICTED ON THE PLANS. 6. EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE. 7. BEGIN INSTALLATION OF THE STORM DRAINAGE AND SANITARY SYSTEMS AS THEY CONNECT INTO ABUTTING BURR MEADOW, INCLUDING MANHOLE AND PIPES. 8. ROUGH GRADING OF THE SITE IS TO BE COMPLETED. 9. BEGIN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, DETENTION BASIN OUTLET AND PIPES- 10. BEGIN CONSTRUCTION OF THE BUILDINGS AT THIS 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. ANTICIPATED START OF CONSTRUCTION: SPRING 2000 ANTICIPATED COMPLETION DATE: SPRING 2001 �- 9" --I HANDICAP PAVEMENT HARKING DETAIL NOT Tin SCALE 7 �Z 1• �� 6$ 1' 9' 1 9� ��$ 1 2 5/>i HOLES FOR 12" i 1 /4 BURS i - 4' LONG - 2- /4 BARS M ql I'HC CAST L.l)IR,KL 1 a 7 All A115 10 E PRE CAST CONCRETE IOU CONCRETE MASONRY F,a OF FRAME APPLES STIRRUPS 0 9' ADJUST FRAME /4X4' - 0' LONG ELEVATION MATH C ti. BLO"nCtw i - --------- BRICKS, 6• TO I r 4" SIM I -BEAM{ ONtY S4X9.5 3-6" LONG ITS) PRE CAST SLIMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/47 CRUSHED STONE FRONT ELEVATION SIDE ELEVATION NOTES: 1. M�NNr1l1Y COVER OVER TOP OF PPE SHALL BE 2' 0'. S4X9.5 S-6" LONG 3 f X 2 r X r 2. WALL THICKNESS SHALL BE FRAME (TYP.) NW W C4 =0ltEw t IMSKi WAX TO A "K DETAIL "A" SLIFFICENT TO MEET HS 20 LOADING. 3. WALL TNICIMSS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE, BLOCK LANITS, INSIDE DMEN9ONS REMAIN THE SHE. 4. ALL PIPES SHALL BE CUT FLUSH )NTH TYPE 'N' (%ATM RACM w1CN.0 W.1 . c Mxm w,tEN.o. DOl1B1.E GRATE TYPE 1 5. ALL BRICKS SHALL BE CONCRETE NOT TO SCALE 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOVN. 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 2 3-31-00 REV. DBO STRUCTURE -BURR MEADOW CONSTRUCTION_ t 3-RS-00 REV• PER TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS NNE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION DIMENSIONS FOR ONE S=D+2 ENDWALL BASED ON D S H L BATTER B INS F T & INS FT & INS FT & INS INS & FT FT & INS 15, 1'-5' 4'-9, 5'-6' 2 1/2' 1'- 11 7/8 18, 1'-8' 5'-0' 6'-6' 21/2' 2'-0 1/2' 24' 2'-2' 5'-6' 8'-6' 2 1/2' 2'-1 3/4' 30' 2'-8' 6'-0' 10'-6' 2 1 /2' 2'- 3' 36' 3' - 2' 6'- 6' 12'-6' 3' 2'- 7 112, 42' 3' -6' 7' -0' 14' -6' 3' 2'-9' 48' 4'-2' 7'-6' 16'-6' 3' 2'-10 1/2' 6' S" 1 1 --8-----�5 D - -12S -� SIDE ELEVATION FRONT ELEVATION EXPOSED EDGES SHALL BE BEVELED i' REINFORCEMENT SHALL HAVE 3' COVER STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. CONCRETE STANDARD ENDWALL FRONT ELEVATION NOT TO SCALE 2-14X TOP OF I CONCRETE UNT FRAME O.EVATM INC. BLOCKS OR 67To12' LL •)OBITS To BE ONTED RUSH & FUI St ODIMIE OR TE MASONRY LINTS :D CONCRETE OR ;AST YUYP OR %A QUAL) 35M PSI OF 3/4• CRIMI D [ONE NUILs 1. 1/11MILIM COVER OVER TOP SHALL BE 7-fr. 2. WALL DIC MASS SHALL BE SUFFICIENT TO MEET HS 20 LOANC Jk )ALL 11ICOESS FOR SIRUCRURES DYER TV IITiR IS 12' FOR MNMIE BLOC( LINTS IM 0116ENS10N5 IBM IRE SATE_ 4. ALL PIPES SHALL BE CUT FLU91 NTH NSOE •ILLS 5, ALL IIRBCKS SHALL BE CONCRETE_ TYPE 'C CATCH BASIN NOT TO SCALE SIDE ELEVATION r >< X � I W ( , -DETAW 'A' _ F_ SECTION Y-Y PLAN VIEW DETAIL 'A' DETAIL 'A' FOR USE WITH COR- M- L (BARRLI) H RUGATED NIFTAL PIPE 54' OR A (X'E 1 NNE �I f 1 MIN LARGER. WALL (SEE NOIF 2) ry •r > SECTION X-X _ END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP. ANCHORED TO CULVERT END FLARE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT _ a[ UUM ONLY U CUM 6 WU tNt AEA O IM IRA ar DIA. A B C D E F R, R2 LaotaoN" MAMMA t3 SWIE __-- -. -_ -- se mm rMf SQXPM rear 16' 9- Y-3- 5-10• 6`-1' S-d Y-5• '-31/2'• 1'-O' 0.p0 0.060 21- 9' 7-11- S-2' 6'-t' S-6- , r 1/r V- 4' 1'-1' 0.0" 0.066 24• 9 1/2' -7 1 2'-8' 6'-1 1 ♦`-d 7'-9 3 '-4 t31W 1*- 2' a72 0.072 3d 1'-04'- 7 3/4 V-I 3/4 5-d S-1- •-4 1/2•• ,•-r OL084 Q054 36' r-3' 5•-3' r-10 3/r E-1 3 • V-0, -u,t/ty Y-5/14' 1'-a" 00% GLOM 42' 1•-O' 5•-S' Y-11' IT_2( 6•-6" 4. -5 7 -3 1 i -td a:oo 0.108 46- 2---d 6•-d 2' 2' a-r r-dt2"-5)g'1 -4 1 i-1d 0120 0120 54' 2'-3• 5--5- 7-11' 9-4- r-a- -9 1 2'-O- Q.32 0132 6d 7-6- 5'-dS-3- If-3- a-d1-11 -2•-dOL144 O1M1Y 4'2'-d 4'-3/a' 6'-.1/B- 2'--(rt10 1/4- O- CLO46 0,048 IS 6' 2'--S 5-10• 6'-t'7-6- 1=1 /2' It� - 0.054 O.OS•-- FLARED END nts PIPE SIZL A B C D t 1 6 H T RIP -RAP IN TONS 15, 10' 7' 11/2, 1' t' 4 1/2' 11/2, 3' 6 18, ►?' 8' e r t' 5' r 4 8 21, 13' 9' 21/2' 1 Ile V 7' 2Ile 4 Ile 12 24' 17' IO' ? 1/2, 1 1/2' 1' 8' 2 Ile 5 1/2, 15 3V Nr 13' 3' 2' 2' 9' 3' 6' 22 36' 22 16' 3 l/2 2 r 9 1/2 3 1/2 7' 33 :'{ It .1:.C.l'uT:. " PLAN NARY EXISTING CAABE-- I t) L NOTES: 1. Baffle construction to be of cast material with thru holes above outlet flowline, or mortared cement blocks with weep holes above outlet flowline. 2_ See standard details for catch basin frame & grate. manhole frame & cover, mist. manhole details, and typical trench section. 3. Aluminum steps shall be installed at 12' vertical intervals from 12' (max) below top of frame elevation to 12• (max) above inside bottom elevation at each access point. 4. Structure shall meet H-20 loading ctiteria. PLAN VIEW STD TYPE "C" C B 4" 1 Beam (9.5#/ft) FRAME AND COVER ADJUST TO GRADE WITH MAX ( �2'- 7" f-- CURB LINE OF TWO COURSE OF BRICK STD. M.H. FRAME AND COVER OD -10" MIN + 2'-- 8 3/4 1-10 1 1" 1" DIAM. BUTYL > RUBBER SEAL - -- OR EQUIV. -- - - -- HEIGHT OF BAFFLE i ALUM EVEN WITH CL OF wo STEP OUTLET PIPE z .3'-8- lJ 7�_ I I t--- - 8' - 0" -- I :n I. -- - 6' 0' 9'-- 0" --- �J 7'-0' - SECTION A -A SECTION B-B SEUI VIENiATIVN STRU%�/ I URE not to scale �11 ! rLrL L -[1R N2ED rim _.-6' INK Rill rRAvrl SECTION A -A ENERGY DISSIPATER 0'-tN S/16' NTG -- TITER FMW SW L IF NN OWU QASS 2• VIM r(RIBKINNTY 1r A 1D u ar me ADS Q 443 m M &MB M SIVLL m WIT MSWO tPB?7C NOTE nos n A WORM SURC O RIP RIIP NO S1Ml-l. K INACLIR.A., VITH Nn Qt WE tE t1d EMSTING GIM E 1R OVER STAKAtt $""Lot It' OnTA INANE NOT TO SCALE oubN ty" -C-L' lop and V 8 l3/16' or STANDAkD PRECAST CONCRETE UNIT MODIFIED RIP RAP PAD ' Class "A". 1._0. .. _.. + --_--- - ) -fr Concrete I• -a' .. T °,--- -6' FRONT SIDE CIRC_U_LA_R_FASTENERS TO BE: SPOT WELDED A_SDEPIC_TE_D AND LAG BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM l/2'X3' STAINLESS STEEL- BOLTS NO IL S: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL. BE FACED. PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- ----'- - -- - VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCRNZE EXCEEDS 8 FEET. S IN SANDY SOILS APPLY DAMP -- Type "C-L" Top PROOFING ON ALL FOUR WALLS. with double 4 RED BRICK NOT TO BE USED. Type A" 5 WHERE PRECAST CONCRETE UNIT /11 grate IS USED FOR SUMP ME TOP OF THE UNIT SHALL BE AT LEAST 6' Oft OW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. Ij 6 WERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3•. 112' SMOOTH STEEL. BARS NO PROJECTION SHALL EXTEN IN- 4'X8' OPENINGS --- - SIDE OF tIYITS. SPOT WELD e EACH JOINT 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12' 8- PROVIDE MINIMUM 2'-0- OF COVER OVER PIPE AT BELLS 9 PROVIDE 6" OF 3/4" TRAPROCK TOP UNDER EACH STRUCTURE AT BASE DETENTION BASIN OUTLET NOT TO SCALE ADJUST TO GRAVE VITH COURSES OF CONC, BRICK OR CONK_ GRADING RINGS (SEE NOTE 1) I'.2'.3, Or 4' RISER_ SECTION AS REPUIRED FEN DETAILS. SEE f� ELASIU ERIC CULIPt M ID AND FLLXIBLE IWiOII SLEEVE CLASS 'A' COMM TE OR BRICK ► ASO RY SELF-CLEANING INVERT------_--_--- CLASS 'A' COICRETF -- P 11Efi2£ES MAX. ROUND RUBBER GASKET JOINT SPIC>DT L BELL. REI F. GASKET JOINT SEE CAST IRON HANRE FRAME f COVER DETAIL 6' TO It" MANHOLE STEP (SEE STANDARD DETAIL) SEE JOINT DETAIL (BEL OW) BITUfIP\STTII IC 4-U`U( DAMP E - 1J0 JOINT _z 3/4' BROKEN 1RAPRLIGK V �c> ELEVATION COLD APPLIED NOTES: - slruHtwolTs 1. TOP STEP TO BE A MAXIMUM OF 12' SEALER BELOW TOP OF MANHOLE FRAMF & COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEE T . PRECAST REINFORCED CONCRETE MANHOLE NOT TO SCALE O 14 4° O � O °°U04;0 ❑ o 13 11 ❑❑ o ❑ ®/°�°oo°G�o t� r t 17r *"w EE ,.LSr N1- T-7 1 'K 1 t Sf pl B 8 SEC11M A -A CAST IRON FRAME CAST IRON COVER PAS sm 90[I aw S! a t6rLa% I/t ow to IE/r or my 1/t u Vr San we aP lala w .1 Vr Lt 2 aEa (t AAas r own IIrID tM Ec atn L. THE LOOM SUNFA E OF THE CObER NO THE OO�ON)BNC LPPER S PEACE OF TEE FRAME SHALL 8E MACHINE MM" M PR01VEE A SMOOTH FLAT Q ASRFE'Q -4L� CONTACT OR FR, VETHOUT ANY TENDENCY ar3 FOR ME CO" 10 ROOK OR RATTLE su • r nsNs ■tat t4l 2. SANTARY SEVER MANHOLES SHAH BE 1/t _ u loll\ Laos 06 DFTALT* EQUIPPED VEAL VENT HOLE N CENTER_ n M m� New t� -N am in na"Am " �p��CAAST IRO�N�•a/MAN HOLE FRAME AND IACKM COVER NOT TO SCALE 4" TOPSOIL INK SEED 01.5" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE Q 1.5" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE 0 6" PROCESSED STONE. BASE (4� 6" PROCESSED GRAVEL SUBBASE NOTE 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOM. COATING TO BE APPLIED PER M 04.01.111:14. FORA 814 A TYPE"K2" BITUMINOUS CURB AND PAVEMENT CROSS-SECTION 860 291 - 8 /`,` Property Survey/Resurvey Prepared For: p �,� Pleasant Meadow 00esign Senior Residence Development rofessionals, Inc. DE.90,-KM, DRAWN-• KM/ CHECKED: RJA 1140 Pleasant Vallev 1g®ad • Civil Engineers - Planners • Surveyors CIS NO.: 99-1272 I DATE: February 1, 2000 165 south satellite road south winds -or Bonne, t:1-.ut 06074 DiRA11I'NG NO.: d- 19912721991272-det SOUTH 1aVa1,1/SJR CONNECTICUT SHEET �•E'�.,; �.?'`'�y �'gN T'�' �� AT�".t �Lr „M"i;j !7 'JSd,w,i}'�a N j,V�yj .. a ti •av 4 G , } t I � Y'.• „ t 11 ♦ '�'tTi + CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE - VERSA-LOK MODULAR CONCRETE FACING UNITS IMPERVIOUS FILL 12" DEEP GEOSYNTHETIC REINFORCEMENT SEE PROFILE DRAWINGS FOR LENGTH, TYPE, AND SPACING RETAINED BACKFILL DRAINAGE AGGREGATE 12" THICK MIN. /,r:1iMT1- _ /\\%/\\%/\✓� APPROX. EXCAVATION LINE REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM .� STANDARD PROCTOR DENSITY 4" DIA. (MIN.) DRAIN PIPE OUTLET ® END OF WALL OR ® 40' CENTERS MAX. SLOPE TO DRAIN (1 /8"/FT.) -III-111—III. III III IMPERVIOUS FILL -GRANULAR LEVELING PAD 6" THICK MIN. TYPICAL SECTION —REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE CONSTRUCTION SEQUENCE OVERIFY LOCATION OF EXISTING STRUCTURES AND UTILITIES. OCWrffA PLACING UNITS, DRAINAGE AGGREGATE AND REINFORCED SEITCAVIATE AREA LARGE ENOUGH TO ACCOMMODATE LEVELING PAD. REOUIRED BACKFILL, UNIX REACHING HEIGHT OF GEOSYNTHETIC LAYER UNIT EMBEDMENT, A40 REQUIRED GEOGM LENGTHS. 4KJ1Y THE RF.OUIRED LENGTH OF GEOSYHIHETIC HHOR12pHGLLY ON TOP SPROOF ROLL AND COMPACT EXCAVATED FOUNDATION AREA. OF THE UNITS, ENSURING HIGHEST STRENGTH DIRECTION OF GEIDSYNTHIEHC IS PERPENDICULAR TO WALL FACE. SPLACE NEXT COURSE OF UNITS ON TOP OF GEOSYNTHETIC AM PIN WN DOTH ROIX',H GEOSYNTHETIC TWO UNITS BELOW. OPLAcE DMIUGE AGGREGATE Boom UNITS TO REQUIRED THICKNESS. OPULL BACK OF GEOSYNTHETIC TO REMOVE ANY WRINKLES OR LOOSENESS. DO NOT OVER TENSION. FUSE STAPLES. STAKES, OR NANO TENSION TO KEEP GEOSYNTHETIC TAUT UNTIL BACKFILL IS PLACED ON TOP. / -r-- i APFROMPA Dro.FDnn / / a cw °" / nRl aeoerllcnc Tlwn No NDID N ELACE •MINI INZ7 ftcNFGR svjmwPooDa" STEP 1 STEP 4 WPW,'E LOWEST COURSE OF WALL UNITS ON LEVELING PAD, SETTING UNIT SIDES AGAINST ADJACENT UNITS. OLIDA! UNITS SIDE-TO-SIOE. FRONT -TO -REAR. AND WITH ADJACENT UNITS *CHECK ALIGNMENT ALONG BACK OF UNITS, GIPIACE AND COMPACT BACKFILL N FRONT AND BEHIND UNITS TO BE EMBEDOM BELOW FINK GRADE. / / / / / / / / / rrrlQ�Er�1�LE/yle j M WEL NDOIE �E pq� , tnMAleNm �L STEP 2 •PLACE NEAP COURSE OF UNITS. NSERT TWO CONNECTION PINS THROUGH TWO OF THE FOUR COTTER HOLES OF THE UPPER COURSE UNITS INTO THE CENTER "IS OF THE LOWER COURSE UNITS. •CHECK LEVET. NO ALIONMENT OF UNITS. •CONTINUE PLACING COURSES OF UNITS AND CO►PACTNC BACI6RL N FRONT OF AND 0000 UNITS U1NITL REACHING HEIGHT OF FINAL FRONT OF WALL. •BEG�/pNNGIN JUST ABOVE THE FNML ORAOE N FRONT OF WALL. PLACE ma/wGE AO GATE BEIM THE UNITS TO REQUIRED THICKNESS. •INSTALL DRAINAGE COU.ECT" PpES AT BASE OF DRAINAGE AGGREGATE. KITH PERFORATION OR SLOTS FACING DOWM. •SUAPE DRAIN PIPE TO ALLDW GM%M FLOW OF WATER TO OUTSIDE THE WWu SYSTEM, OUR.ETIWG PIPES AS REQUIRED. *PLACE AND COMPACT REINFORCED BACKFILL BEHIND DRAINAGE AGGREGATE / / / / / .• dA OIMM ..E , OVRET AT LTD OF IWl / AY um A0e1WeM[� M A Ae• moss IIUL/ / rwl IRAOE / wL / Dewy STEP 3 o N 1 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. *CONTINUE PLACEMENT OF WALL UNITS, GEMWTHETIC. DRAINAGE AGGREGATE AND REINFORCED wcKFILL BY REPEATING STEP 4 UNTIL WAU. IS WITHIN ONE FOOT OF FINAL. HEIGHT *STACK NO MORE THAN THREE COURSES BEFORE BACKFILL IS ICED BEHIND WALL OCOMPACT BAC*ILL N NO GREATER THAN I• THICK LIFTS. / / / • z / REINFORCED BACKFKL COMPACTED 95% OF MOMM / STANDARD PROCTOR OEIISTIY STEP 5 •PLACE AND COMPACT IMPERVIOUS SOIL BEHIND THE TOP 12 INCHES OF THE WALL *PLACE AND ALIGN CM UNITS, KITH A SLIGHT OVERHANG. ON TOP COURSE. *AFTER EIMURING PROPER AIGNMEIT. FSAOW AM THEN ADHERE CMS WITH VERSA-L.OK AWESW. NO. I DA TE FILL _9XK AND WAI)W MIM / oowvcm am or SfNKINC HIDow DEN&" / / STEP 6 REVISIONS DESCRIP TION PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION STRAIGHT SPLIT FACE VERSA—LOK UNIT UNIT DIMENSIONS SCALE: NONE PIN HOLES FOR VERTICAL WALLS SPLITTING GROOVE FOR HALF UNIT SPLITTING GROOVE FOR ��- FREESTANDING WALLS ING SLOT FOR r rt[[S I ANDING WALLS INSTALLATION NOTES • STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 0 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 ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS. • LEVELING PAD SHALL CONSIST OF WELL GRADED ROAD BASE AGGREGATE, 3/4" CRUSHED, ANGULAR GRAVEL WITH SOME FINES • CONTRACTOR MAY OPT FOR A LEAN CONCRETE LEVELING PAD. PAD 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% FINES. 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. C'OMPAGTION SHAI I BF TO qci% OF MAXIMIIivI STANDARD PROCTOR DFNSITY• (A -,TM D-5qR) 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 SPECIFICATIONS. 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. THIS MEET CONTAINS SEYEAAL CONSTRUCTION OETAIS WHICH ARE IIIEINCED AS AN NO IN DISKING WTINICNE, PAVISTE RE MW W US WIN VERSA-LAK STNOW LINTS. FTIML DETFRMMTIOR OF THE SLWTABlJTY OF ANY INFORMATION OR VAIE3IAL FOR DIE um C wnr AWED, ANT rR Awn OF USE. IS THE SIDLE RESPORNSIBIL" OF TW I�W A RIK PRIM am• DEM STMAD BE PREPI cn BY A QUYIfED. U00M PROFES510AILL ONGItffRR. �• VERSA=LOK Retaining Wall Systems 6348 Hwrvyy.36 5-ite 1, Oakda e,MN 55128 87(612)770-3166 (800)770-4525 fax(612)770-4089 DRAINAGE AGGREGATE .-_-v, l-PERF. DRAIN PIPE �I OPEN JOINT AT 40 FT. CENTERS nRAIN nF-TAII WALLS OVER 4' SCALE: NONE I ll DRAINAGE AGGREGATE OPEN JOINT 2" AT 20 FT. CENTERS nRAINi nP-TAII l., ., , v Le L , A 1 L WALLS UNDER 4' (IF REQUIRED) SCALE: NONE FOR STRAIGHT WALLS, ALTERNATE A -CAP AND B-CAP A -CAP B-CAP ,r A -CAP z SPLIT EXPOSED SIDE , _ + ' •• ` r y,i •� r A r ., r ,,; w .r •., t ! :, a,l •� s -''t' ! t • _ ! •� vl,TM .. '':., � vttl HILL '1 �.r tilt .�.. �., r.. L., .. a l B—CAP A—C AP 0i SPLIT ENDS OF - BOTH CAP UNITS 3/4" OVERHANG CAPPING DETAIL -PROFILE STEP AT TOP OF WALL SCALE: NONE USE SPLIT HALF UNIT TO FINISH STEP IN TOP OF VY'ALL 3/4' SETBAC VERSA -TUFF PIN 2 PER UNIT RANDOMLY STAGGER VERTICAL JOINTS GENERAL NOTES FOR CAPPING: 1. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE 2. CAPS MAY BE PLACED WITH A 1 /2" TO 3/4" OVERHANG OF TOP COURSE 3. WHEN SPLITTING CAP UNIT FOR WALL END DO NOT USE A CAP SECTION LESS THAN 6" WIDE 4. DO NOT OVERHANG CAP AT END OF COURSE MORE THAN 1 " RECEIVING SLOT PINNING DETAIL—o.4s" olA. CROSS SECTION SCALE: NONE VERSA -TUFF PIN PIN DIMENSIONS SCALE: NONE 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 RECOMMENDATIIONS. 3. AUGERING OR DRIVING OF POST MAY PIERCE UPPER LAYER OF GEOSYNfHETIC AS PER ENGINEER'S DESIGN. GUARD RAIL DETAIL 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 DO NOT OVEI GRID LAYERS START GRID �.... , FROM FRONT OF UNITS 860.291.8755 DEW AS esign &ofessionals, inc. DESIGN. K. DRAWN.• KM/ I CHECKED: RJA �11 WAL Civil Engineers Planners •Surveyors •CIS ✓LIB No.: 99-1272 DA TE.• MoY 9, 2000 wo 165 south satellite road south windsor • Connecticut 06074 DRAW NG NO.: & 19912721991272—det 'ROUND VERTICAL > BEHIND WALL 2 F- C.J z W d' F N LL 0 U W NOTE: 1. FOLLOW GEOSYNTHETIC GRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS 2. GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE DETERMINED BY PROJECT ENGINEER GEOSYNTHETIC AT STRUCTURES BEHIND WALL SCALE: NONE Property Survey/Resurvey Prepared For SHEET Pleasant Meadow Senior Residence Development7 U40 Reasant Valley 110m®ad'77 SOUTH 7INEII VR i® CrIC 1 . �__!�! �, : �_ �N'' , ... �,�! I -.-Pt *_,._.4,711 1�qro J11 !A.- , . ".. .. . I ;, , - ." �,, . , �- - I 4 , ,.' _, - , �' , �, - �,�� I J��4 ,,, - :,-�,,t:!-PT1,.-' "T-Mr-T F1.7 , �, 1 "'It. .yt ""' ,��,117 , , 'r .� . z �� " ,� ��" - _�.�t�..._., , I i%�I . - .1 . � . � 'I , -I I I I 11 'k", I � I "T.".,,� I A , . . I � 4. ,� , -- - - - ;4.L i W�1, ".- 1�,:.. -,�- `!�.,�:-,`-�,:; .., .Y. , .- I __ 1, - . ., I. I � , . . ii !I,, � A _�-tt t - _� . I � 7 �� "N � �1_ � j, - : I . �v - , , . �e, � , � . , W; �, ,., ,., I 1� .1 - , >: "%*,-I'- j- - I, - - .kr �,,.Ilrl , , I . . -� , . , I. - . - .0 -, 11 - il ;!, , . 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