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HomeMy WebLinkAboutSITE PLAN (119) TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION The Commission will officially receive applications .kpplication No. y � at either Special or Regular meetings provided they Received Date : were submitted to the Commission Chairperson, Secretary Action or Public Hears g by : or agent, at least fourteen (14) s prior to the meeting at which they will be off ived. No application officially receive a pe Receipt No. will be acted upon at that meets r • ¢t FyrJ MAYAPPLICANT: Webster Coui t Associates 1989 ee South ww ADDRESS : One Christine La e, South Windsor, CT 06074 TELEPHONE1allnin 60 ids — °mmissioQ OWNER OF RECORD ON LAN RECORDS : Webster Court Associates ADDRESS : One Christine Late, South Windsor, CT 06074 COMPLETE LOCATION OF P OPERTY: Northerly side of Ellington Road (SEE ATTACHED MAP) ' ZONE RC NAME, ADDRESS & TELEPE NE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: William E. Gr ce, Esquire 479 Buckland �oad, South Windsor, CT 06074 TELEPHONE 644-1528 THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1. Zone Change to (public hearing required) 2. Filing for Subdivision 3 . 'Filing for Open Space Subdivision (public hearing required) 4. Filing or Resubdivision (public hearing required) 5 . Special Exception to Article (public hearing required) XXX 6 . Site P1 n of Development - Addition to existing- office building 7. Removal of Sand, Gravel, Clay or Quarry Stone & Ore (public Wearing required) 8 . Other ( xplain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED WITH 6 SETS OF PLANS (7 seas if public hearing is required) BEFORE IT IS RECEIVED BY THE PLANNING & ZONING COMMISSION. WEBSTE OURT ASSO IA E WEBST OURT ASSOCIA ES BY: BY: - Applicant Owner PLANKING AND ZONING COMMISSION TOWN OF SOUTH WINDSOR Fee Schedule and Policy 1. An application processing fee of $25 per lot ($50 minimum) is required for: Subdivisions,.. resubdivisions, and open space subdivisions. 2. An application processing fee of $50 is required for: Change of Zone, Zoning Amendment, Special Exception, and Earth Removal or Land Filling Operations. 3. An application processing fee of $25 is required for Site Development Plans, except: where new buildings/additions/renovations of 2,000 s. f. or more are proposed, said fee shall be $50; said fee shall be $500 for Site Development Plans in. the Designed Commercial Zone; $50 plus $5 per dwelling unit for Adult Housing ($500 minimum) . 4. An application processing fee of $10 per acre ($300 minimum) is required for a Change of Zone/General Plan of Development in the Designed Commercial Zone. 5. An application processing fee of $100 is required for a Change of Zone/ General Plan of Development in the Multi-Family or DA-15 Residential zones; or for a Special Exception/General Plan of Development for Adult Housing. 6. An application processing fee of $50 plus $5 per dwelling unit is required fora Special Exception/Site Plan of Development in the Multi- Family or DA-15 Residential zones ($500.00 minimum). 7. Application processing fees are non-refundable after the application has been officially received by the Commission. Application processing fees may be returned prior to the application's official reception provided a letter of withdrawal, signed by the applicant, has been submitted to the Commission prior to the meeting at which said applica- tion is scheduled to be officially received. 8. Applications unaccompanied by the required application processing fee are incomplete, and as such may be returned to the applicant and removed from the Commission's agenda. 9. Complete applications and required fees shall be submitted at least fourteen (14) calendar days prior to the Regular or Special Meeting at which it will be received. 10. Fees for a previously denied application shall not apply to any subsequent application. However, when a subdivision, resubdivision, or open space subdivision application has been denied within the preceding 12 months or approved for fewer lots than requested, and a new application for the subject tract is_ submitted by the same appli- cant, then the fee for the new application shall be a minimum of $50 plus $25 for each lot above and beyond the number of lots contained in the earlier application. 11. A fee of $5 per sign is required for signs to be posted by the applicant on the subject property. 12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00; Zoning Map $1.00; fees for other documents is as determined by the Commission. 13. All checks shall be made payable to "Town of South Windsor." Adopted: 4/10/84 Revised: 12/4/84 'REQUIRED INFORMATION SITE PLANS This checklist mu t be signed by plan preparer (P .E. /L. S . ) declaring that all required information is provided . Items 1-7 are required for all applications ; items 8-11 required where appropriate. Check mark for ea h item supplies . 1 . On ach sheet for plans or maps , title block with the following information : a . Name , address and telephone of applicant . b . Name , address and telephone number of Lund Surveyor or Professional Engineer . C . Name of Development . y d . Date when drawings were made . 2 . Key kap : An overall map drawn to a scale of 1 inch equals 200 feet , which can be used as an -overlay on MetrDpolitan District Maps . This map will show the .overall design of the Development and surrounding prop arty within 500 feet . a . ata block which gives needed zoning information uch as percentage of lot coverage, acreage of ract , number of apartment units, parking requirements , etc . ✓ b , I.,ayout of buildings C . ayout of streets and parking . ✓ d , lines indicating proposed drainage system with irection arrows . Ve , ines indicating sanitary sewer system with irection arrows . V f , lames of surrounding property owners . g . Proposed open spaces and recreation areas . y h , Driveway cuts on surrounding properties . ` 1 i 3 . Architectural Elevations : Plans of the proposed buil ings drawn to a scale of 1/8" = 1 ' - 0" showing the Elevations of all sides of the proposed buildings in sifficient detail to show architectural styling . Architect ' s seal on elevations for buildings in excess I � _ 4 r_n_"arn faar lnar rrS f'hanf-n-- 301L1 — ' Page 2 ( Site Plans ) ' A layout map of the proposed site drawn to 4 , Plot P n � a scale of 1 inch equals 40 feet on either of the following size sheets : ( 1 ) 24" X 36" with a 3/4" ruled margin ( 2) 18" X 24" with a 1/2 ruled margin , contai ing the following data : " , ) lines and V a , Di tance and bearings of all bouidedYat all acreage of site . Iron pins req property angle points and shown on map. b . Pr posed streets and street lines with center line st tions , curve data , and parking spaces . C . Bu lding lines in accordance with zoning regulations . d . Pr posed buildings and other structures , oincluding lighting ,signs , outside lig , and dumpsters g oncrete pai and screened) e . Ea ements , noting grantors , grantees , and purpose. f , Nanes of abutting property owners . I� M uments will be indicated at corners vaduregles and V g t all oints of cur o all streets and a P tangency . In areas accessible to Metropolitan D strict Commission points or other coordinated points , the monumented points within proposed Pshallsite P These coordinate shall be coordinated . lot plan . The a pear in tabular form on the hoints shall be a cessibility of these MDC p d termined by the Town Engineer . = AI�� h . A 1 open space or other common or public land uses.11 . s all be indicated . V/ i , A 2 certification ; P . E . /L . S . Seal. To o a hic Map : A map drawn to a scale of 1 inch to 5 , 36 inches , 40 fe t on sheets not exceeding 24 inches by incluiing ruled margins shall in addition to the, requ ' ements of the plot plans show the a , P11 existing and proposed buildings . b , Gurb lines and pavement width , sidewalks . / C . xisting and proposed sanitary sewers . V d , 1xisting and proposed water and gas main systems . e , resent wooded area indicated by foliage lines . ny individual trees to be saved should be shown . Page 3 (Site Plans ) of less than two-foot intervals , but in cases of relatively level land , the contours shall be ne-foot intervals and spot elevations . g . Xegulated wetlands and 100-year floodplain or note that none are present . Y h , fro posed storm drainage system, showing all catch P 8 Y � g c asins , endwalls , manholes , lengths and sizes of ipes . (Minimum distance between catch basins hall be 300 feet and minimum size of storm drain Ines shall be 15 inches . ) V/ i . onnections of all springs into proposed storm rainage system as needed . j , ocation and indications of existing brook hannels , and 100-year flood limits . V k. -2 Certification ; P . E. /L . S , Seal . 6 . Land.,Icaping plan . 7 . Drai a e calculations - ,ZTre& Runoff Increase per attached guidelines . . N/R 8 . Traffic report . 9 . Plan and Profiles : A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally , and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches , including ruled margins and containing the following : a . I,ayout of streets in sections coordinated by tations with the profile . b . 3treet plan showing roadways and drainage . c Sight line at driveway & street intersections . d . Frofile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information . e . rofile will show all catch basins and all drainage lines between catch basins with all invert and top f frame elevations . Drainage lines will be shown and described as to material . f , Where any storm drainage line discharges into an xisting brook sufficient profile of this brook ill be shown to determine conditions. g . tropolitan District Commission datum shall be ed on all sites accessible to these controls . e Town Engineer shall , based on standard gineering practices , determine the accessibility these controls . Page 4 (Site Plans ) rnantioles , including elevations , sizes , lengths , and slopes of pipes . Top of foundation elevations for building shall be shown . AA' 10. Open Space Site Improvement Plans : For sites which require or include a provision for open spaces , a plan which contains data for site improvement may be required . This map shall be drawn to a scale of 1 inch equals 40 feet . Sanitary Report: Where individual sanitary sewage disposal systems are proposed , the final plans shall include a Sanitary Report certified by a Professional Engineer . The report shall demonstrate the feasibility of the proposed individual systems ; the report should deal with the area as a whole , discussing the following points : a . General nature and development of surrounding area . b . Topography and natural drainage pattern . C . Subsurface conditions as shown by subsurface i investigation , including soil absorption characteristics , ground water level conditions , ledge rock , and general nature of soil . d . General description of type of development contemplated . e . Detailed description of proposed sanitary sewage disposal facilities , indicating sizes for various ground conditions , materials to be used , and the general layout pattern to be used , etc . f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems . g . Map of general area with locations of all tests shown on proposed layout . h. Flood heights of any nearby streams , brooks , or rivers . i. Test results and engineering evaluation per Section 4. 13 . 5 . All information required above is included in this application at the time of submission . • � gr S PLAIN P PA ER P . E. L . . DATE November , 1987 l PALMBERG & RUSW JOB S �d Land Survey r & Engineer SHEET NO. OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY-LTG DATE r 27 7 (203) 242-2775 CHECKED BY DATE SCALE JUL 18 1989 South Windsor INLAND WETLANDS AGENCY( CONSERVATION COMMISSION STORM DRAINAGE ANALYSIS The following is a storm drainage analysis for Webster Plaza building addition located in South Windsor, Connecticut. The site is located on the north side of Ellington Road. The object of this hydrolic study is to determine the effect the proposed reconstruction would have on the present condition and to determine what measures or construction techniques are to be utilized on the site to control the future peak conditions. Four catch basins and one flared end will collect the storm runoff. The outlet of the system will be to the north, discharging into the wetlands. Because we are discharging into a wetlands storage area, no detention basin is proposed. The increase of peak discharge is 3. 18 CFS. PALMBERG & RUM JOB Land Survey r&Engineer SHEET NO. z OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE /54Vi vLj tv�sr ' P T'� LEA✓i v6j moo, P ,e j PRWIR.T 2WI®Mc.c�lbs.01471. �- r 1 i 70 11 It Fdoi IF 70 90 in ' r---- ---i B►k B ' 0084 B I I r I `► iI I r l lb. B i r t B r if if I r f QBlk -----------------,3)--18w-- ------- --- 2'--- ---- 1--- — 0--- -----CLINGY N --- 15" ----- --- __�-�� - /��� ---�----- ------- --- — ------may--- .T CIS •�r `\\ I I � i - PALMBERG & RUSSO JOB ---- Land Surveyor & Engineer SHEET NO --- OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE ,'X1z7.11V& ��'.� /`J�eft ro1�FL S V/ . 2 s - yS) DljC /' TiOfl- r t - CAr �rR i �,gvC�x ANT 19 ,16 Z �rls� ! 3 _Zoo SfG cc* Y,-n 1ti/Gc S'e c = y el _ S7 8 cis PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE �MPe�viovs = ,glo c 11-17z- AA lv'5�er 3 3 IX0 ` TQr144. A/00 e r G, 2..M/ham PALMBERG & RUSSO JOB --- Land Surveyor & Engineer SHEET NO G OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE lie e-fi Ape 41' Rc C 'i66ir' Z P Elme- 0-5- Tiory F LET i tiaS 3,o%s Sec I " 3S y Sec //h IA,) eL °G /111/A/I Q = Cc.f� .y =11 outdoor lighting s-hall oe N/F Norman P. Priest all abutting properties. t,v �s'•cca;a, 'E 9-7nt33 uk•c,.7 k:J l45 c� 40934' \ ���• Li • '�`-_ ti-� `- �T .� ` 1lISi i PLC �/�=��Y•'- . _ 1 Tr-z4.5� L• _ - 1COOODOM& CA -7 Er N/ Richar O _S SIX O I i I I 10 Yord(TYp I r.;7 7D L33E SF-�rva) 1 N89'39'54'W 1 N89.39;54 d� 92 c U ' 37"W r>c g8 crm `` rF=8¢�0 b2 r+ 2.00 i Fc-7g.7ro :-n 44 a ' Ul LU r v •. — �7896 l •5 co m L 1 0, /0.SCF to . W S�QS% Webster _ '" L '1 ac < t0 W W i W O m N at- `�7fd� 1 o w Ice [d �- -to 2y•U 0 lye-Q.S�O I I a1 v /c-7935 U f I v 12 a 65 �o 9 8 I I is LL z I 1 v PALMBERG & RUSSQ roe---- o -- - ------ ------ - -- -- --- Land Surveyor &Engineer SLEET NO ---v .__- __- OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE Le C - •J PALMBERG & RUSSO Land Surveyor &Engineer SHEET NO __—__�_—_-__—.__-- OF --_—__-- 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE Ae a : . F - A PALMBERO & RUSSO --- Land Surveyor & Engineer SHEET NO ___—_ OF _ 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE C Lc f Sad U.�1 .. �..._ !o PALMBERG & RUSSO JOB-- Land Surveyor & Engineer SHEET NO — [--- --- OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE qC!/s/ to = f 2 6 3b 7,o G F, PALMBERG & RUSSO -- - - - -- ----- ------- -- - -- --- Land Surveyor & Engineer SHEET NO 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE .0 PALMBERG & RUSSQ �v3-- -- -- - - - - --- -- - ---- - - Land Surveyor & Engineer SHEET NO 13 OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE /71 3 2-1 73 -17 ro 9 A PALMBERG & RUSSQ _�� --- - - - - --- - ------- ------- - -- - Land Surveyor & Engineer SHEET NO OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE j f f AC.rr11).1y 2.0 it /�13 PALMBERG & RUSSO JOB - - - ---- -- --- --- ---- - - - Land Surveyor & Engineer SHEET NO G OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE �9 _ PALMBERG & RUSSO JOB g'9 Land Surveyor & Engineer SHEET NO Of 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE //I1,c2�;/�✓ems c U����P,G� - par& X X" tl //VC/'...E'��c OF ,�f��/'/�✓� c�j��'9G c" _ �=- n 4qL c uc.A-l� L 3V, 3,3 0 7 6c moDuCT204�1 lvE Irr Groton,Man 0147' - — -- ------_--_-- — PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY GATE SCALE ,3320 r i Toff 7!, ; = 1713.,3 It— 2,55-I` -)K-. 3 0 = 3 -7, VROpI!(f 2041 N69871nc Gr"Man 01471 --—--- -------- PALMBERG & RUSSO JOB e 96 3/ Land Surveyor &Engineer SHEET NO. OF 15 Barber Pond Road BLOOMFIELD, CONNEC11CUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE - T/n74 of GO/;/c-e�7rt-PT'�'ti _. cyo /27- �T scc -sec- . � '�G sec. ;� i�?�r✓/�o s�c = 2 �, 5'y �Irr✓ F . PALMBERG & RUSSA S T 0 R M SEW E R ��� Land Surveyor & Engineer SHEET NO 15 Barber Pond Road D E S I G N C 0 M P U T A T 1 0 N S CAICULAIEp BY BLOOMFIELD. CONNECTICUT 06002 (203) 242-2775 CHECKED BY SUBJECT r LOCATION AREA (ACRES) RUNOFF "A"x'•C•• TIME OF CONCENTRATION I RAINFALL RUNOFFS PIPE PIPE -_ nF _�' � FROM TO r,A FACTOR (MIN.) � . i,• .�Q� DYA. - SLOPE CAPACITY Og FULL STRUCTURE INCR. TOTAL "C IN TOTAL INLETj PIPE TOTAL0N./HR.) (C.F.S.) (INf (FT/FT.) (C.FS.) — 09 7 7,0 _ r -sleact�er--R •�G7 D9/ ,42e c 28 z- S1'�eu t 7t�►z E-- - . I o `= StlevcTi>�E—D jq -6- f T X T r , r crs _c I i,y Z� 4 �, `�17 ' ,s-3 - I - 19�eg El ,2 8 2- _. Pl -� /- Of OF DAT F i DATE LENGTH ELEVATIONS VELOCITY(FT./SEC.) OF DRAIN FULL DESIGN (FTC TOP FRAME INVER" z, y 4 3 y,o - f 79, ; lo,o 1 7 2 7_ 78, .o: t • Spy- /8 Values of Runoff Coeff�cienz (C) for Rational Formula Land use C Land use C Business: Lawns: Downtown areas 0.70-0.95 Sandy soil, flat, 2' 0.05-0.10 Neighborhood areas 0.50-0.70 Sandy soil, average, 2-7t 0.10-0.15 Sandy soil, steep, 7% 0.15-0.20 Residential: Heavy soil, flat, 2'. 0.13-0.17 Single-family areas 0.30-0.50 Heavy soil, average, 2-7t 0.18-0.22 Multi units, detached 0.40-0.60 Heavy soil, steep, 7 % 0.25-0.35 Multi units, attached 0.60-0.75 Suburban 0.25-0-.40 Agricultural land: Bare packed soil Industrial: Smooth 0.30-0.60 Light areas 0.50-0.80 Rough ; 0.20-0.50 Heavy areas 0.60-0.90 Cultivated rows Heavy soil no crop 0.30-0.60 Parks-, cemeteries 0.10-0.25 Heavy soil with crop 0.20-0.50 Sandy soil no crop 0.20-0.40 - Playgrounds 0.20-0.35 Sandy soil with crop 0.10-0.25 Pasture Railroad yard areas 0.20-0.40 Heavy soil 0.15-0.45 Sandy soil 0.05-0.25 Unimproved areas 0.10-0.30 Woodlands 0.05-0.25 Streets: Asphaltic 0.70-0.95 Concrete 0.80-0:95 Brick 0.70-0.85 Drives and walks 0.75-0.85 Roofs 0.75-0195 Note: . The designer must use judgement to select the appropriate C value within the range. Generally, larger areas.-with permeable soils, flat slopes and dense vegetation should have lowest (C) values. Smaller areas with dense soils, moderate to steep slopes, and sparce vegetation should be assigned highest (C) values. Source: Virginia Erosion and Sediment Control Handbook, 1980. Virginia Soil and Water Conservation Commission. ` MAUACOUAs[ SLAP[ IN ►CRCtlfT N i. N• N N O O O O sr a i � .. . , T • A. ~' � i I t ! .. ... + . _' �ORr C'�s I � : l ' 'V�T`0t• ._j.._. _, ` ' f N , I 1 t I t. r I e RE C4 1 ass 4 i• 1 c+ 44. fO FJ- g .. o 7. 1 AOr RAINFALL INTENSITY ("HART hN ;NC/H.-ES. PER HOUR HAETFORD , CONN. . /.3 6:Z J.G .S 4 J.3 .T D 4.7 .S' Q :7 • /: �Jl'1.�..�' -�•�'�. .7 �..: r'!:7.3�- .3 —,E ?1-----^ -' ��- IS- 7?5:/ ,S. 7 6.9 TT- 2 7. 7 7,5�r Io 67 S. S./ 67.o J.79 .S.6' ,:: :S.z .''�r`o'•;`? �7: t1 gin i, ,}!, ; 1� � Iti-j lN U T � �„� 3� 35 3� 37 �38 39 •�O 4/ ,.? �`� f°�.,. �,.,-r-.,� Af � 1.16 I 4.S �.50 5/ .52 %J .57 58 ,� O ZC� PP62-62,5 24 2.d 23 ?.3 2.3'--2 ,* 2 21. Z . .� � I I 3.1 .;1 � 0 .30 ?9 �9 2. O6 ?. Td I Z.2 221 2 z2 ' �2.9 y r_:C; 2� 2.612T �.i 2c� 26 2..> 2.,5 ,c:-s= 2.-�` 2.� ��� 2. 3 T/�is c/5471-r` is c �`cbi.�.'vr- /- oi•c•.sc��>>'��'/c�r7 r,/' c i//;0!/,S' ,o/-o via�oc� . >`o�- co�s;��•r`.-ri-�.:� is-;., :��>>��i--�co,•.�c�i�� o� c�o�n�or��� Lcsa?d �.�c,�%�s• �i^),"'T'?•}rr/ .r��A�•?,.F.M\••1.. '.Ur1 la '._t'S_'-ti F-A 'Oak _ r A i i ?O 40 - -- - --- - - --- - - - ----- - - ' - — 30 o. E Ey �- -oti '°co-30 P►p - - Qb -- - - I 20 Low 40, CP Lir 'I Lo 2y�:�f ice.• -yii. � 1 ^.r^ r v O� _ ��� rr 4 ' , --- -- _ _ :�'. •ram''. ',.,----' .��.. `J� _ 2 4 t 5 _ c - ��I •— -•- - --- --r o j �` G✓=- -� o �' Q r --'--i CR/T/CAL s Q� --------- CURVE OE (� .B w 1 •7 00 I o I , ' 6- �' io .op3 •o mod, ! �� ! c� 002 i _ I .4 .8 'OOO O O G pDO •o o� W •5 .00 OOS0004 DOOM •Q0p2 •020 0p1� D/SCHARSE - 0 - CF•S rl = .015 y Z1 .OB O.l 0.20.3 0.4 0.5 0.6 0.6 /.0 n-•0 2 ? 3 4 5 6 7. B /0 20 30 40 .,1 �-. y .04 .05.06 .OB 0./ 2 .3 .4 .5 .6 .7.B /.O 2 �3 4 5 6 7 B /O 20 n=.024 A: r ~'.•L r '-lt •K••�(C��J�7l�ft1Q!'1R-Il?�C'R•r'l+ rcxwss..u.......�......-...._t, ',7;, ;•K:.�'.: :'Al•,•+�t •T'1 Y.•qM'►M)h.x+! +.nv.._ - - - tir :t 'k w CD 40 0 o' 20 40 FEET oy o 30 �N plpf 30 Of FAO 0. ao OEPT14 ti � zo NORMp4 0. , lO 20 0� - o� B 0 o� 7 / 'o /0 ir •o.,► I 5 /00 a 30 0 4 B c c to �� / os ��0 7 /5 � Q� I GRIT/ AL 3 6 S ��� I oo -----CURVE N /o 2 4 >. 3 OS 04 / Q� cV � 03 ��' .o O -i V 0f oa Q a O Z .015 0 • /.0 2 j 0� o 0 0 8 n .003 o "1 .B N 004 0o w D 7 O .00� oo c 70 o� Ii /.0 00t / •oo -1 01.6 .6 cz 5 /.O .T •0006 o0 019 O �► 4 B C .DOO�oA p00� 000t 00015 pr 3 .3 .4 .G .T B - .� DISCHARGE- O CFS n-.0l5 � O.? 0 3 0.4 0.5 0.6 O.B /.O n=,0 2 ? 3 4 5 6 7 B /O 20 30 40 50 60 BO 1. OB O.l 2 3 4 S .6 .7.B /.0 2 3 4 5 6 7 B /0 20 30 40 n .024 ,;:;fix ' A Sh1'z3 180 10,010 168 8,000 EXAMPLE 6. p.42 inches (3.5 feet) 6. 156 6,000 0.120 cfs - 5. 5,000 6, 5. - 144 4,000 ►W0 HW p feet 5.' 4. 4. 132 3,090 (1) 2.5 6.8 120 (2) 2.1 7.4 2,000 2.2 7.7 4. (3) 3. 3. 108 e0 in feet 3. 96 1,000 Boo 2- .84 /-- 2. 600 / 500 p 2. 400 / 3 W 300 72 1.5 1.5 z Cf)ti // � Z 1.5 - 60 0 20 � z a 0 54 0 p F- /W 100 z 48> / 80 r Z 1.0 I.0 60 W l.0 �42 (n 50 HW ENTRANCE r o U. SCALE 0 0 - 40 p TYPE w .9 ,9 W 36 30 (I) sauar+edge with .9 }' headwall p W Q 33 20 Groove end with W .8 a _ .8 headwall o .8 30 (3) Groove end projecting • 27 . - 10 .7 7 _ 8 -.7 24 6 To use scale(2)or(3)project 5 horizontally to scale(1)91hen 21 use straight inclined line through .6 .6 4 p and 0 scales,or reverse as ; illustrated: •6 1 3 ` 2 r 15 ,5 5 .5 q 1.0 HEADWAT5-R DEPTH FOR 12 CONCRETE PIPE CULVERTS CONTROL WITH INL 4 2000 HW' Slope So-- 1000 j SuaMERGED OUTLET CULVERT FLOWING FULL �- HW•H•ho—LSo .5 u.>� 800 - 120 For outlet crown not submerged.compute HW by,' 6 methods described in the design procedure 600 108 500 96 .8 ` 400 84 N,O� 1.0 300 72 66 �f O N 200 60 �'�h O CF,, W 2 U- �° c� W c� 54 / O r z cn D•48 L•110 2_� O �� a , -- 100 z 4 F� o LLJ Q,ZO /Z 2 00 cc 80/ 2 W 4 _ 36 0 0 A00 N 60 cr 'S 5 . 0W 33 50 E- 3 0 1 A00 500 6 W 40 X- 0 27 ; t 500 •f e 8 e� O _ 3 0 c� 10 -24 s L 20 21 18 20 10 15 8 ' 6 12 - �--5 4 - HEAD FOR CONCRETE PIPE CULVERTS FLOWING FULL n = 0.012 ? rn �, Tiau� ateSau� ?d&uaot o � G V _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 OR.CO��,'v AREA CODE 203/644-2511 June 29, 1989 Atty William Grace 479 Buckland Road South Windsor, CT 06074 Dear Atty Grace: Re: Application 89-49P, Webster Plaza e Due to the number of pending applications and the upcoming August recess, the Planning & Zoning Commission is asking all the applicants received on June 27, 1989 to request a 65 day extension on the time to act on their applications . We have enclosed a standard form for your convenience. Please send us this request by July 11, 1989 . We appreciate your cooperation. Very Truly Yours, Raymond F. Hallowell, Jr Chairman of Planning and Zoning Commission P a Date. Raymo nd F. Hallowell, Cha irman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue JUL 11 1989 South Windsor, CT 06074 SQUth Wirldsctr Planning & Zonin - Dear Chairman Hallowell: � RE: Application MLY0. w � 4=T6 it 0 Q(� Z � The applicant,W4e A3 rE*f CGWOIT AS"(Aefhereby - requests a 65 day extension o the action ate wEiA respect to the above referenced application. Very Truly Yours, 4y f 6rA fLe g 7 taw" af� H w �r Gory K. 1�lw Chief of Police OR-CO�� Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS Project Title: Webster Plaza 89-49-P Date: JUly 18, 1989 1. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. 2. Developer is responsible for the purchase of all street lighting through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. / 3. Developer will submit three (3) 81-2 x 11 or 811 by 14 maps of the proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be distributed to the developer, Town Planner and the Police Department. Any changes in road design will require new maps. 4. Temporary street signs must be in place as soon as possible and maintained throughout the project. 5. Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letter- head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 151 Sand Hill Rood • South Windsor, Connecticut 06074 • (203) 644-2551 -2- CONSTRUCTION SUGGESTIONS 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. 2 . Locate business name , if applicable, on the building. 3 . Backlight business name and address . 4 . Provide lights over all doors . 5 . Provide ample lighting of parking areas . 6 . Advise the new owner / purchaser to provide the Police Department with emergency numbers . (Business , Commercial and Industrial property only) . SIGNATURE Sergeant Thomas C. Hart #103 Traffic Services Approved by: Chief ry K. yler PLANNING DEPARTMENT IN-HOUSE RBFBRRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Sh , Gary Tyler, Fire Mars Lanning, Jim Snow, JEAN ZURBRIGEN FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zoned Acreage Subdivision Site Plan Residential No. of Lots/units Commercial_ Industrial Location: L/i � I, 7 Project Description: Future Town-owned property involved? Yes Now (a)new streets (existing frontage also) (b)new open space/recreation area active_ passive (c)new detention area Planning Department comments Please let me know by ��` �,`t if you will have comments on this application so that I can follow up with your d partm nt wh n I do a Planning D partment r port. ' `` if e1'i cA.­. I'll cue /J���/j^'b�J 17��" �� 7 K'`7 �`�' ct�s.- /J� �c� r.t-c-r SP.t.�Pti ��✓� �..v�-, �� ltyW`"' Y PLANNING DEPARTHMM IN-HOUSE REPMUtAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Gary Tyler, Fire Marshall Lanning, Jim Snow, JEAN ZURBRIGEN FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# `1-y c1 Zone (� Acreage 7' Subdivision Site Plan Residential No. of Lots/units Commercial Industrial_ Location: _ n J Project Description: Future Town-owned property involved? Yes Now (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments Please let me know by= 'Cl if you will have ents on this a plication so that I can follow up with your d r co tmm nt wh n I do a Pla ning D partment r port. � U T_0 O-P s ?Atl� s 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 SOR•co AREA CODE 203/644-2511 July 31, 1989 Mr. William E. Grace, Esq. 479 Buckland Road South Windsor, CT 06074 Re: Application #89-49, Site Plan of Development, Webster Plaza Dear Mr. Grace: Attached is a copy of comments from the Planning and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit 6 complet sets (including architectural elevations, landscaping plans, etc. ) to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer WEBSTER PLAZA - PLANNING DEPT. REVIEW COMMENTS Plot Plan - Data chart indicates only 9 .8 feet rear yard provided; variance granted for 10, rear yard. - Can driveway be aligned with driveway across Ellington Road? Landscaping Plan - None submitted; plan needed Architectural Elevations - Should show materials of construction Traffic Report - Would suggest brief traffic report to show impacts of additional traffic due to addition - �4 w N 8t4( U T-0 07 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f�psoR•co� AREA CODE 203/644-2511 M E M O R A N D U M June 21, 1989 TO: Marcia A. Banach, Director of Plan 'ng FROM: Jerry C. Iazzetta, Town Engineer RE: Webster Plaza We have reviewed the drawings dated 5-17-89 and drainage calculations for the proposed Webster Plaza addition and have the following comments: 1 . History of this site indicate that over the last 15 - 20 years, this area was filled in with an assortment of materials including sewer excavation waste, street sweepings, leaves, etc. The soils as indicated on the drawing are probably those underneath the "fill" material. With this.. we recommend that test pits be dug in several locations selected by the Engineering Department and the results submitted to us for an evaluation. 2 . All of the adjacent buildings should be shown on the drawings. According to our new 100 scale topo sheets, it appears that the garage on the adjacent property is encroaching upon this parcel . 3 . Off site drainage and contours should be shown. 4 . There is no detention proposed. The applicant's engineer states that since they are discharging into a wetlands area, detention is not required. This is an incorrect assumption. Also does the applicant have a right to drain across the adjacent land given to him by the abutter? 5 . Sanitary sewer line should utilize the existing service and avoid another street cut. The existing service is not shown on the drawings. 6 . It is suggested that the 10" the storm drain across the frontage be replaced with a 15" pipe. 7 . Existing water service not shown. Why can't applicant utilize existing service and eliminate the street cut? 8 . The 5' concrete sidewalk in rear goes along the proposed building and to the easterly end of the property. What purpose does this sidewalk have once it goes beyond the proposed building? It is recommended that no action be taken on this app lication until the soils and drainage comments have been satisfactorily addressed. PALMBERG & RUSSO [L[F=UU[E[2 @F T ; RSEDUML 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 DATE 8 —10 -6 9 JOB NO 8. / (203) 242-2775 ATTENTION RE TO %C1LICIti CF (I It-/.CC �Az/Z 122Wti /&4Z_ Sv v &zi&d«l� GT > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION -31-89 Si)-w ® ti THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS /4=17'AU0E2 00449%67 / � dQLc � A4}ti T/T.1_ �vC Go//a e4,-J ";CaM Goin/V e P7j fqyr 4e*&&e-e e "i o��wo c.ofiw,GAii�S �yvia��i�� err,n,crar•Tf 11 .SSE 3t� Za f1� .5 ed 5&2- I-eoP e 6Aa0111" Sv/" f7) We fl a X1.jJ7A6' z-t1 eLL 2) a/d ^/or Ty Ti�Z` L� _s�� Sif Z �S e 4�, S/y Z. y) !I/ol F1za"'►'t 'giz 0PiGic& 3) -I L iy 2. �On�no��f{- IAAoqo .71 i2'P2- �i�o A-45-f0 /°ooG SJ110 y COPY TO 61?`'k v!-- SIGNED: Peooucr 2aa2 n� Inc,Gaon,sass ota�t If enclosures are n t as noted, kindly notify us at once. t. O FUSS&O'NEILL • consulting engineers August 22, 1989 Mr. Pat Musumano 36 High Street Bristol, CT 06010 Dear Pat: I am writing in regard to the proposed plans for development and drainage improvements for the Webster Plaza project on. Ellington Road. This site abuts your project on the Norman Priest property to the south and contains drainage improvements that would drain into a swale that crosses onto the Priest property. I have reviewed the plans prepared by Palmberg and Russo which indicate the drainage improvements to be made at Webster Plaza. In my opinion, they will not adversely effect prospects for development of the Priest property as the site will drain into an existing swale which passes through an existing wetlands. If you have any concerns or questions regarding this matter, please do not hesitate to contact me. Yours truly, I 0 Christopher 0. Stone, P.E. . . /J Jl CL1� cc: William Mitchell I$ SPe4-• $1 87-350 Corresp. 0822a89cosl 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC 9 PUBLIC WORKS MANAGEMENT HYDROGEOLOGY H T-o o-Ps ?d&U&-&t 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 r�osoR•cor' AREA CODE 203/644-2511 August 28, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Webster Plaza We have reviewed the revised drawings dated 7-31-89 for the proposed Webster Plaza addition and have the following comments: 1 . The revised drawings still do not address the "right to drain" at the rear of the property. 2 . At our meeting with Mr. Russo, I asked that a detail for trench work associated with storm sewer be provided. This has not been shown. Based upon the information provided, we feel that our drainage and soils concerns have been satisfactorily addressed. JCl/jsv PALMBERG & RUSSO L[EUTEM OF U e, [ M UML 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 DATE ^^ JOB NO 9?03/ (203) 242-2775 ATTENTION �r \\L /4�./� RE TO / ��/(� O� SyvTfii Lt/ I'/,tlSo r !'�E v so v l-# GVI11/0.5 ✓� Gvi�v� ��r c7' C d South Windsor Planning & Zoning Eomm'SY0r, > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS /// /r&, d zmges- �5 w10 COPY TO SIGNED: r/1 PRODUCT240-2 ees Inc.Groton,Mass ota�l If enclosures are not as noted, kindly notify us at N ;V4&VkAq� & R"44 LAND SURVEYORS & ENGINEERS EERS 15 BARBER POND ROAD • BLOOMFIELD, CONNECTICUT 06002 TELEPHONE (203) 242-2775 WILLIAM R. PALMBERG, LAND SURVEYOR JOSEPH R. RUSSO, PROFESSIONAL ENGINEER September 16, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attention: Marcia Banach Re: Webster Court, South Windsor, CT. Gentlemen: We have reviewed the above project with regard to present traffic conditions and also the completed project's traffic. The proposed entrance drive has adequate sight line in both directions. The new traffic signal soon to be installed at the Town Shopping Center Development will cause a break in the traffic, allowing exit traffic time to leave the site during peak hours. This project will generate some additional traffic onto Route :30 in both directions. Wapping Five Corners is at or over capacity during the peak A.M. & P.M. hours, but it is our understanding the improvements are planned for this intersection. In either case it is my opinion that our proposed project will have little effect on the present traffic based on the planned used, such as Doctor's offices and general offices. If there are any questions please contact this office. Very truly yours, Jos ph R. Russo, P.E.-L.S. Palmberg & Russo 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 'yOgOR,CON AREA CODE 203/644-2511 29 September 1989 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 Dear Atty. Grace: re: Appl. #89-49P, Webster Plaza Site Plan Northerly side Ellington Road We are pleased to advise that the Planning and Zoning Commission voted on September 26, 1989 to approve the above-referenced site plan of development in accordance with Drawings 1-4 dated 5/17/89 (rev. 7/31/89 ) prepared by Palmberg and Russo, Project No. 89031, and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $5,000. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13.10 of the Zoning Regulations . 5 . Footing drains are required if the building has a basement. 6 . A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars. 7 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. . 8. Right to drain to the rear (northerly side) of the property is required from property N/F Norman Priest in favor of Webster Court Associates. 9 . Details for trench work associated with storm sewer must be shown. Atty. William E. Grac -2- 29 September 1989 10. Sidewalks are to be installed along Ellington Road frontage (to be coordinated with plans for the Town's 5-Corners improvements) . Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, P ING AND ZONING COMMISSION aymond F. Hallowell, Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant PZC File C t- Tio ai-9 S ?d&U&Ot C � V 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 ��osoR-CO AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, SEPT. 30, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its September 26, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Ap� #89-49P ebster Court or a( si of development Associates/Webster Plaza, f P for property on the northerly side of Ellington Road easterly of Clark Street, RC Zone. Dated at South Windsor, Connecticut this 28th day of September, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary } LETTER OF TRANSMITTAL t��Ns�t� O r PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. °SOa-co'`i SOUTH WINDSOR, CT 0607-4 (203) 644-2511 Da � . TO: n � OCT, ;3 019 M,= ~Y .J WE ARE SENDING YOU: CD P&Z initial plans CQ Drainage comps W P&Z final plans 0 Bond estimate requests 0 Inland Wetlands plans Q Bond reduction requests O Final plans for filing 0 Change order form O Other C7 Correspondence Copi s App. No. Project THESE ARE TRANSMITTED as checked below: 1W For review and comment O For you file O For your use = Return d' with re si C1 As requested �.�.�+t� 0 Other I I OV 6 �. PLEASE RETURN/COMMENT BY: . wn• COMMENTS: �n z I An 5 Copy to: om:\��J icl�el� �.oc � Q r - Wind Put your address In the"RETURN TO"Space on the reverse side. Failure to do this will prevent this card from being returned to you. 90hwild to and the of daih4KX. For additional few the following services are available.Consult postmaster low fees and check box a for additional services)requested. 1. O Show to whom delivered,dab,and addrasse's address. 2. 17 Restricted Delivery t(Ex"shave)t t(ExtM charse)t 3. Article Addressed to: 4. Article Number Type of Service: 4 -7 i P,7 U(Yj L ft f J, 83 ❑ Registered ❑ Insured Certified ❑ COD ,5�O Lo r/J P--70 x (2-T- O(©7 Lf ❑ Express Mail Always obtain signature of addressee or agent and DATE DELIVERED. 5. Signature—Addresses 8. Addressee's Address(ONL Y i X requested and fee paid) S. SI ro Agent X QUL�� 7. of Polivery I. }i r` cc sru i y l C3 Lr) LU Ups r1iCL 71 E E �i7�s 51 'O'd°E)S°ft P SIR61 ounr '008£wJo A Sd TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name Webster Plaza P&Z No. 89-49P Owner Webster Court Associates Phone No. 644-9603 Contractor Marconi Enterprises Signature of Owner Date: 12-1-89 Signature of Design Engr.. 1941-1, Date: 12-1-89 CHANGE: (Describe location and nat a of clWnge. Include plan/profile of Change) . At the southern boundry between Webster Plaza and N/F Nunzio Gaetano, Gertrano Gaetano and Vincent P. Sica we are replacing a flared end with a headwall. Reason for Change: (Why is change required) To keep drainage system off of adjacent property APPROVALS: (As Required) Dir.. Of Planning,"-' �� �. ��_ Date: i z- Town Engineer Date: IZ-417 Dir. of Publ' tor"k-c Date: Other: Date: STAFF COMMENTS: cc: Deputy Town Engineer Zoning Enforcement Officer RECEIVED Chief Building Official DEC 1 1989 SO. WINDSOR PLANNING DEPT. Fr.�CIST, �5" Q,c,P TD 8z �0 POOP 57LRNM M•N, "C TF:83.3o =78.710 8� ►� I � / 1 1 -7 ,cF a p P2OP DzT X = 78-4>7 1 � 8z 8Z A 9cOf 5-9.7 C-2AQNG FSMr.. oll AP PEP—rY A[lF �i /4` Ajz/c7 (s egerAN0, G6jerg mo G,,qc ' Np i v/NGEN- S/G9 1,-,L )*Avooz- OF "Ew-mA coufzT/%soGA7ES a Q 6.1gE77/9"o, 6F.1 rVANp C,4E7?gNO E V/AJCEhll P, 51G9 i of ooaArtfo '* ell `w0�► CHANGE ORDER SKETCH '�.0 �+ WEBSTER PLAZA o * o ELLINGTON ROAD NO. 8-048 Iua4, 11-30-89 I of 2 �`+.1-,910NAL 0*0 44�enaae���Ms / 89031 L MAN. �'•—p'' i SHOULDER WIDT11 E'Closs SLOPE AS SsAOWN �2•T`{PICAL CrCoss \ II � � i I off 3" Mi N. ppv E.M E]a T J I 1=-ISO N T ELEVATION SLOPE AT ENDS Ci j - OF L*NDWALL i C) - Z Few L�Nc NaTE: A.L.1- EDG ES O F EX PO SED SURFACE TO B3 CHAMFERED OWE ItC1-I. _1 C LASS C' W HE1A ONE EN DWAL.L 1 S TO N KET CO►JCE• $L �15E0 FOR TVlO PIPES, THE OIMENSIONS o4F THAT ENDWALL_ SHALL CONPOR"M TO THOSE REQUIFZED FOP THE LARGEK PIPE C EASED E3ly -TN O- UTSIDE DIAg N OF THE WALL ,Q-T 45HOUL.pE.F;\, 5MALt,ER PIPE PLUS TWO FEET DI MENS10N5 AND gLJANT IT IE5 FOR ONE T H - 'TOTAL HEIGHT OF ENOWALL_ EN C7v/ALL gA�ED Ohl S= D + 2" F3 = B kt& O S BAT TI-R D= INSIDE DIA.OF PIPE PER.FT. VOL-- - TREW04 S= Difa.+-I-HICKNE'S5 OF PIPE INS. LFUGTH OF WALL=3S FT. 4 INS. FT..f 1NS. FT.FINS. --H-� FT- INS. CU-YOS. CY Ft DFPTN L= {'D f 4-Co L�.-<o 'ZI/2, 1'-II%4 1.10 .8`7 �P'��,QN R. N - '5 -' - , .. , -- CHANGE ORDER SKETCH z a g /8 5' 0Y2 =��2 2-ore �.a3 2.35 _ 24" 2-S, 51-7" 8'-9„ 2-I1/ „ 2.7 2.�;5 WEBSTER PLAZA Z No. 8048 , ' ' ' gFQ�ST:F�O2-91/2 to-I /2 3 ELLINGTON ROAD 3(0.. 3,4' 6,-8„ I'S 0„ 3 . 2�_7 5,4-5 4-05 N.T.S. 1I-30-89 ;+�^S'CNA16� +► _ '�►rrereao�� 42" V-IOI/2 T-2%" 15`-1%2' �� 2'-c? �-4� --4-G3 20f 2 48" 4'-5" 7 L 9 I, 17�.5" 2'-I o)z, 8.00 5 ?-" VOLUME' OF PIPE WITHIN ENDWA�LL- 1-1P.S g'E_EN DEDUCTED 89031