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HomeMy WebLinkAbout00-30P_SOUTH WINDSOR POLICE SERVICES SITE PLAN OF DEVELOPMENT_SAND HILL ROAD&%I SOUTH WINDSOR PCIIICE SITE PLAN OF DEVELOPMENT Q% IF" 14 V I co . Alq IL L W --\ L\� k h IN —1 - eo, A""'qD HRLL ROAD 0 Ueo I\N DOOR J—L=:::)u U U TIN\N prepared by: I.: TO THESV PLANS ARE INVALIV UNL.E55 THEY GEAR THE OR16INAL 516HATURE ANI7 IMPRES51ON 5EAL OF THE PROI`ESSIONAL. EN&INEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3005-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT- AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY D!SCLO'j TO hiF 8 ,�T � GF�Aif>) BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARB-P--%rARTEL LIC. No. APPLICANT_ OWNER TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644"25`11 FAX (860) 644-3781 A"P Loir N/F ABUTTER UST` 04 4 SrMIRSTt AIr At PLUM AWN COAVOs 70 4 78 SAAD AKL AIR. M'ALAlNK Al7rW E. S 9 CGLLW LAL CALA1% LARA ! W S. t MAKDiOIW 7 JAI S IAV AMLL. MR PAMY AF Sr Pi7A W CAM W ! SlAMtfMW AT. PUAV AMDW COAMIAiMMriMI to t7n L1aw1�1CMM LAW AAA HOMM iD_ O NA!DI Cr o6f41-021I7 Is COA/ME>ry Mr LMWT MID P01111" Z �CT 0#141-W7o OW TAO W AY>� MIA PfACIMINMW COA1110AMWAv M to AM'N= Atii1D ?OW or S!OtL1W MMV MN Z&ft Data Mck ZONE: RURAL RESIDENTIAL (RR) ITEM REQUIRED ALLOWED PROVIDED (LOT 1 Lot Area Lot Width Lot Depth Lot Coverage Impervious Coverage Building Height Building Size Front Yard Rear Yard Side Yard Telecomm. Tower Height* Parking Spaces 40,000 S.F. 1 /5 ft. min. 200 ft. min. N/ A 50% max. 2.5 Stories/30 feet 50 ft. 50 ft. 20 ft. 175' 5.31 acres 680.1 ft. 824.2 ft. N.A. 29% 2 Stories 9,291.2f sq. feet 76.6 ft. 499.9 ft. 124 ft. 199'6" 100 (including 6 impound spaces) * Variances granted to Section 16.6 a, c, d & e on 2/3/00 by the Loning Board of appeals to allow a commercial wireless telecommunication tower: (a) application for this facility by the Town rather than by a licensed carrier; (c) variance to allow a tower to exceed 175' (199.99'); (d) variance to allow such a site within 1 ,000' of a playground or school; and (e) variance to allow a site within 500' of residences. SHEET INDEX 11 1 COVER SHEET N KEY MAP 2 PLOT PLAN / SITE PLAN TUPUURAPHiC PLAN 4 DETAIL SHEETS A-1 PLAN & ELEVATIONS CZ-1 TOWER PLAN & TOWER ELEVATION CZ-2 TELECOMMUNICATIONS EQUIPMENT SECTIONS AND DETAILS REV. 11 /2f>/40 fZE\/. 5/2yy/CSC, �.JV DA! : M"K 1-1, 2000 s SHEET 1 \AAJ1\1297\1297CV.DWGSOP C 4, Or I We, 1! Pt ME 4N - 01; _45 f�w. -z- w �� 7W __0 A� A. jT F! L A 19 �g Z I 5w t, V q I.. 1-14 Z R L _X s�. ROAP PARK 14� .0 'P? It V. `4 Nal. NEVER6 Lij t 2M, 9- 7 A > M Lai 41 -1 1 ji 4. 144 . T "k. RqAD t MP't N D L Ar`e 3 0$41 Y S ff N 5'37"E Nn A EXISTING LP. QIL /�OU TH WINDSOR KING W-1 "46' 1IVW L 33 *7� Lziiz:f_ ....... � -� il !�,. -- i Z - - - -- I c - , A., R=IP770 �­ ­,,L 'j, , f.- R53 51 61 y y y y y y XIST POL T T 7 EXIST' L) r7 r LIGH ...... "0' G L . 7 I I i ISP I I I I I I I ITE S1 EXIST LIGHT/ A 4 EXISTIN L 7, LIGHT *X. Y.. J-1 4 BIT.DRIVE 7; 50' F, Li ik 7_7 ­P L-A N _TE R Wl TH F -4 tt '. , ,, . , _ � 4�! . , - ­ �'� ' " 7L "' ' `_� -C, '- " �% '.-- ' t W 2, FLAG POLU 1 11 JSp I I I I I I I Rik Q. 07 (,nhjr, JPJAJ V 46 "4 7 ;(;�'; !� I _j I I I I L 011 _7CAP FITX R rik _X __j -z;'Y W, ­Z� 7 E' IST 7" C, HAND PoLi L I-IGO I', ­k 34! 9.0 -­4 5 7 N, 7 12. J�4 5 J -Z - CN 'a;:� n_ �t'lvl N, Q __j 32.7 'S 3 V 6 �21 L 10,1 EXISTING BUI1DING mr r FF 154.48 < .17 Af FF LOWER LEVEL 142*54 FF GAR 141�26 ST E AREA=.23AC 150' BUFFER ­w z st EXIST COOLING i -k 7 3 ........ zw. nc 4 V 12.7 TOWER EXIST 16 6.7 7 LIGHT 4tQQI� �01 V EXIST. U� E. 07 W in PUM7 Ls-plu) n't, GAF U RR CONC CN XTIS W RFk, EXTING. 14' GAS FILQ WAl�� + ONC. B&ARD 4, �! G p M , �t.U' E XIST If FLAG POLE s�, 4,4�7 XIS LEGE 0 PSR _ND W ...... 65' E EQUPMENT X, _JIGHT SP LLJ R 0 IRON PIN TO BE j., T" Ln EXIS r. ET Uj 4 SP UNLESS NOTED A STING d Uj (M ' ­ � -'/ N ._, r - 4. S EXI 4 Ar CP CLAP EXISTING UTILITY POLE 4. A 4 z 'xl�� PROPOSED SANITARY MANHOLE zm 1i BIT.DRIVE _ - \X I V) E (A N FENC 'X PROPOSED CATCH BASIN AND PIPE STER Z�_ -­7 x 287.3 PROPOSED SPOT GRADE ly 7- *� JF Q F ::z 7 7! ,.. � W, OD % -RK I 1201SP I I I I 1 1 1.0 0 _Y7 I J =-L J I -L L L I- j CH, CE 4- ­!V `1 ;V 4�.q, 4 7 ,u -W­ ATN I N`K N 3 14 AW I 4 rn 7A &Rlf,�N , . , 21 �74 1 '41 ­ 16 TOR I N r4 & + IV, .13 7 t Z N/F PLUM RIDGE CONDOMINIUM -1, - Mn� N/F PARISH OF SAINT PETER'S C -4 Ilk. f�N DETEINXON BASIN " 0_�tl N Qf. f4t,-­ T. PA)UTH WWOSOA, C�D"N. OW74 1FA0 SM LIVAN AVENUE K ) -?L..'�*� .1 ­ AFEA CODE &W 1 644-2511 P Ilk" Kt �; t. 7L, yor a LMLIVERM X, TF=134. NOTE 16, 2000 October I 2 ALL MONUMENTATION FOUND OR SET IS DEPICTED HERE N. 1. AREA OF SITE - 5.31AC Y. -2 STANDARDS OF ACCURAC 3. TOPOGRAPHY, AS DEPICTED, WAS FIELD VERIFIED AND MEETS T L Town of South Windsor 4. WETLANDS FLAGGED BY HIGHLAND SOILS FEBRUARY, 2000 AND LOCATED BY X r ci. Matthew G.Iligan. To" 1540 Sullivan Avenue DESIGN PROFESSIONALS INC FEBRUARY, 2000. South Windsor, CT 5. BROOK WAS NOT LOCATED. WETLANDS BUFFER SETBACK IS DEPICTED 80' FROM WETLANDS FLAGS t' 7�Z 4; NO 0- ALONG EASTERLY SIDE OF BROOK AND 40' FROM DETENTION AREA WETLANDS. 777-,: � ls&& i . I " -.,. , , . , - " - , * ". -,�6 Den Mr. Galligan I 11,6111V . - " - " . I , 1 �, - r 6. HEIGHT OF EXISTING TOWER A ppl,*M30P, Town of South WhWaor Site Man and Special Excepdon 5, We are pleased to advLqe you that the Phittrung Zoning Commission voted on October 3, 2000. to approve the above referenced aWltcation fcir a S)tc Plan of De%clopnxut AW Special Exception to Section 16.0-16.8 V 'Ibis approval is for the cortstruction of a telecommunications tower on property located 151 Sand Hill U., RR zone u shown on plans prepared by Design Professior Wis. Job No. 1297, datted 5,40M, as revised. Ib1s appmval issubject to the tollowmg modificAttons: 4; " 7 7 1 Prior to corranencerricrit of any site work, a meeting must be held with Town Staff. 1. Nob MAP REFERENCES: utAing parrrut will be issued until the final mylars have 6= filed ut the Town Clerk's office. X .11 cuparic per ecti th Zon g v, 2. An as -built plan is required prior to issuaticc of a Certificate of Cic y S onS.1.10of in 1. PLOT PLAN PEACHBROOKE ZONE DISTRICT DRZ APPLICANT BROM BUILDERS, INC. Regulauum. 207 WEST TOWN ST. NORWICH, CONNECTICUT (TELEPHONE: 203-889-7106) PROPERTY OF 3. All plans used in the field by the developer must bear the stamp 3uthon7ed si re f the To m of 44r,�v gnatu o q, NORMAN P. PRIEST-SULLIVAN AVENUE-CONN ROUTE 194, SCALE 1"=40', DATE APRIL 22, South Wirkbor. X" 4. This appf oval will expire in 5 years om October 3, 2005 Permit renewals can he granted upon submittal of a requebt by the ownier, renewal does not require a new appl icHtion or public hearing 1991 REV TO 12-26-91 SHEET 2A OF 14 DAVID L. STEIN, LAND SURVEYOR. 'T 14. I A. Black and white transparicirt mylars of Sket #2 with thi; aboyc mudifwatiow, together with three blueprint copies of the entire %a of plum nrist be submim%] to this Commission willun 30 days to be stamped and �4kl: lvi sigued. The letters of approval of this Commission as well as the Inland Wcthuv�6- Agency!Conservadno MAP SITE GRADING, DRAINAGE, AND UTILITIES PLAN. SCALE 1'=20', APRIL 6, 1983 41 2. POLICE AMBULANCE FACILIT'r, SAND HILL ROAD, SOUTH WINDSOR, CONN. TOPOGRAPHIC A' - ALFORD ASSOCIATES - 7 SHEET 7 OF 45, TMR ASSOCIATES SURVEYORS 7i j. 3. SITE LAYOUT PLAN SAND HILL CONDOMINIUMS ELLINGTON ROAD AND SAND HILL OAD 4 Commi3sion must be reproduced on the -nvlars SOUTH WINDSOR, CT. PROJECT NO. 81-2994 DATE: 6-12-84 SHEET 7 OF 13 FUSS O'NEILL CONSULTING ENGINEERS. After ft mytan have been signed by the Commission, they will he returned to you for filing in dw Office of "A �A , .1-! 7-,� ­- �. ­_11 -1 )11 ". 4 the Town Clerk. After filing thm plarts, a copy of the receipt niust be submitted to the planning 4. ST. PETER'S EPISCOPAL CHURCH SAND HILL ROAD SOUTH WINDSOR CONN. . iit _7 SITE PLAN - SCALE 1'=40' DATE. 11-12-84 FILE NO. 841358 SHEET 1 OF 1 REV TO 1-17-85 - MEEHAN ASSOCIATES. z _< � 0 9 0 z 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY LOCA71ONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUC71ON 2 8/2/00 REVISE PLAN MHA 1 7/17/00 UPDATE PLAN/ CLARIFICATION JAZ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESS40N SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DA TE DESCRIPTION B Y 'A EYISTIING 1. P. r 7� 4,3 9 ,V EXISTING J, 4' " . , � 'i, ':"ELD (44,02' DCCD) # ill . I. �, " N. .. ;­ � . . . _ f- � � *:Vz Is 1 ir e Z X 7 4 N/F PEACHBROOKE DRZ r 4WI, A rp `4 N, w x VP 74 144 m THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - -MINNUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED 13Y THE CONNECT"ICUT ASSOCIATION OF LAND SLIRVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIAtLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882_ LIC. No. GRAPHIC SCALE 40 0 20 40 so IN FM) I inch = 40 ft I Department The attached Special Exception form rnu�j- be coirgileted and filed in the Town Clerk's of5cr nc,.pecini exception will take effect upon filing, Sincaely. 'Z�( �, / - A a -Me&,l fl) � a/,, Wafter J. Mealy, Cliairman Plaiming and Zoning Conuaission cc rown Engineer C.%cf Building Official Assessor %pelmm"ide* 'If Poumdoin Control Rite Marshal 860-291 8755 esign rofessionals, incill Civil Engineers Planners - Surveyors - CIS ­tr.,ite road sciuth windsor - -_--Ynnecticut 06074 --Cj� PROPOSED CONTOUR AND ELEVATION DIRECTION OF DRAINAGE FLOW - W - PROPOSED WATERLINE 11 SP NUMBER OF PARKING SPACES. SITE LEGEND Q�)INSTALL 6' CHAIN LINK FENCE WITH PRIVACY SLATS. INSTALL 3 SETS OF GATES AT 18' PER SET (SEE DETAIL SHEET 4 OF 4) @ INSTALL 8' CHAIN LINK FENCE WITH 3 STRANDED BARBED WIRE TREATMENT. (g)SAWCUT EXISTING PAVEMENT, MATCH GRADE. @ INSTALL BIT PAVEMENT (SEE DETAIL) (DREMOVE EXISTING CURB (SAWCUT PAVEMENT), INSTALL BIT CONCRETE IN PLACE OF ISLAND. (E)INSTALL ROOF CANOPY. (SEE ARCHITECTURAL PLANS) IZ)INSTALL ANTENNA STRUCTURE AND SUPPORTING EQUIPMENT (SEE DIVERSIFIED TECHNOLOGY CONSULTANTS PLANS.) REMOVE EXISTING CHAIN LINK FENCE. OINSTALL SINGLE HEAD LIGHT, LIGHT POLE, AND BASE. @REMOVE EXISTING LIGHT POLE & BASE FOR RE -INSTALLATION. (SEE 1) @ INSTALL (9) MITE PINE TREES (7-8' PLANTING HEIGHT). LOCATION TO BE DETERMINED IN FIELD BY TOWN AT TIME OF PLANTING QINSTALL CURB STOPS (TYP.) @ APPROX. LOCATION UNDERGROUND FUEL TANK. Q� REMOVE EXISTING RAMP @ INSTALL NEW CONCRETE HANDICAP ACCESS RAMP (B TRENCH AND INSTALL CONDUITS AND WRING FOR ELECTRIC SERVICE TO CANOPY STRUCTURE. (SEE ARCHITECTURAL PLANS) Q)INSTALL BIT CURB. @ MAINTAIN EXIST, BIT CURB- @ INSTALL NEW LIGHT POLE BASE AND POLE. INSTALL EXIST. LIGHT HEAD MATCH EXIST. LIGHTS FOR HEIGHT, AND FINISH ON POLE 1. INSTALL "AUTHORIZED VEHICLES ONLY" SIGN. 2. MAINTAIN EXISTING "BUCKLE UP' SIGN. 3. MAINTAIN EXISTING "NO PARKING" SIGN. 4. MAINTAIN EXISTING "35 MPH" SIGN. 5. MAINTAIN EXISTING "AUTHORIZED VEHICLES ONLY" SIGN, 6 REMOVE EXISTING "AUTHORIZED VEHICLES ONLY" SIGN. 7. REMOVE EXISTING "NO PARKING" SIGN. DESIGN PDIGS I L)RA IM RL H11VA I CHL-CKED - RPUIGS JOB NO.: 1297 IDAM- 7117100 DRA WNG NO.: C.- \ colbb k 1297 k 12975P. D WG IMPROVEMENT LOCATION MAP/DEPENDENT RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR 2 15n SAND HILL ROAD SOUTH WINDOM CONNECTWUT �-_ � i � I I EXISTING I.P. -- -- I a cy .. _ - s,. + 3 } ,.; 9 I k r t '.tf'Ily„ .., .' .•I M y i i j� f r.,_, -.. ,� { 4 . - ,t ,., / „• ' � , 'v Ott " .,F '% x ` ,i. t '�i 1 YP,' r2 �f.;f NEVEr,'s ROA rD J _ ., , �� i r4 r �_ j*3, ,mot w, , ' . (t " ..a z •'i ry ,�, s' S . _ EXIST ". - r �\ _ - LEGEND �7 ' OUp►IEHT �<rc) \ IGHT \ O I' •� >,_ .� -.S F ';`3 r\.W.. ^" , 2;, ,hy., '? '> - w. r�.t � i. 3 / / , ��13516 � a N1�=f36.19(11y) / e _ ; rizr� :31 Ott s 1^ +er� �{ 138.9.3 - ` T�=141.44 r* t 4 r y y' u f t3 .95 � INV.='136.09(Oub rr U _ ' _ I }` PIN TO BE SET - Ex.c6,6 i a _ -- .ra ti 1 ►� UNLESS NOTED AS EXISTING T ,. P // _ • �w s-, awe? t ry I � i •t-' ' 5'm;Qj; EXISTING UTILITY PO I it ' ~ �/ - ` PRORC1aED_'f39@F OPY 1 BIT.DRIVE I ?: \ f . t�fi- LE .'�r ` N - E ' ,� ;' f r .,, s PROPOSED SANITARY MANHOLE ' ` I t x I- Ar \ I ¢' i__ R J M/00 N FENCE r r' ); f y \ \ w I O � 5 -7 � EN .OSURE FORS - -- - -- - - -- r . ; 3 ,_ 6y 1 , ' ' \ ;. r' INV.=132.4 3 0� r 1 / N PST�R 2 a F,' PROPOSED CATCH BASIN AND PIPE \ 1 IJ `,J \ . I ,. \ 1 ��� I1NNV=132.45 \ { .• - `_:_,' .V ;.� i x287.3 PROPOSED SPOT GRADE '/1NV.-132.45 j. 1 ,/t fi EXISTING CONTOUR AND ELEVATION , \ - i r \ J `.\,` `` '\ - - o }. ,./ i ''., ._. ', , �.`?a, , --[ - P OSED CONTOUR AND ELEVATION. z ROP m o , 1 1 • f-" . o° \ ^" \ - -_ _-_ - _ -�- , - --="-- -� _ . - '. V' DIRECTION OF DRAINAGE FLOW i � \ ,CFrAiN LINK FENC XI M . : ". * ;'- NIN� I'\\ ` _ - - //��� IRKING- - -� , p - i;, �� W PROPOSED WATERLINE .' $..� 44 O `1 r' t \ \ Qi s +� a { } tri, �" r xis «;\ {iK?Y i < r \ f i ' , / % \ \ ////r 1_* �P y i n. 1 # 4 c` sy IDr�� a*•}�. �x 1.. 'f) tea'. O ` \ 1 I ! 1 . \ I , , �`o ^• • . r t t- »+�, ,'s, J,f rr �` _ r ,��`,'+{ '+v `•• /`` M 1 /,// - t i , , / •-I \ \ J \ I 'rJ`O t�fl' -. ..i _ - -� '_, f. :i . R '1=, V'v + i'.;. c-iyFt� � - '' \ I 1 1 \ \ r� rL ' y '�� " t A 1. �F w&�i y t' ' l l 1 \ �/v ` - .,r ,I r a N .. ' ' ♦ ,:x r sN "i_r 1sw r �- ,,� ` :, "4�,! qt� \ s. >" 9, ..= { r - ,, r, FI E ,_ ,,t 73 s ytN�Yafr t \ ' ► 1 ✓�`' N/F PLUM RIDGE CONDOMINIUM . . �- . I I I 1 \ , �<, - _ ".f > ' , :.' t - + , \ i S7 . hey �, N/F PARISH OF SAINT PETERS CHURCH \ ► �' I �: tr �+I g' . I.Y t' �' \ I I� .I I 1 \ \ O \.: 1 ti.» ,r , : , AY�I,e+ a :. f• -. '�YI'•,r, ej$,rd•tI \ \ \ \ `1 <Z> ' - . '" "c kr"Kr1 ' - ,, iF ,, �;'wirtta' ;J's,, v '. ,_ 1 \ ! I .% DETEt\),T%N BA�IN , .�Y \ ' ` r. ` I .y S Not #F 'nwt>f t q j I / 1 \) I i ) \ \ .f e:. F• '+ J "+. ..a •i ,-- v '� r :•4•n .7 f < f• P�-.-, o: 1 1 / / - '+ 1 , r / I / _ _ _ t. ' n . - .a, y� Y _ iv $ { � f .+ram, I ' - 4, 1 ! I / I \ �' J - , / •J 4 r l;Y '''fir 4..,.i w may, �r� i...'<.+{%,M•-t.,' ` I ! \ / - r ._ 'r. 'Iy _ �P \ j>.. t l;' .�rM1\. ,,-•?jai / I r * , . y •'%" . t tLY .,"''�.� 4;r •F9•4' �` Fy v,: •. yi I F�-1'54.�5 " 1J.©AREA OF SITE = 5.31AC ' _ _ ' y;� w v, ., .- rL , 4.i _- 1 I \ - \ , 1 Y y q r 1 ,1-e''" ••' , yA'}y 'tw• l K, -4 z J ~ i� Jh i y y "� 2 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. \ ` ` " \ / *' _ _ r 7 �*; `" t :r"F4iia�r� `i'?; 3. TOPOGRAPHY, AS DEPICTED, WAS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. I /� \ \ - - - . / - 4 WETLANDS FLAGGED BY HIGHLAND SOILS FEBRUARY, 2000 AND LOCATED BY `_, 1 - - t t �� ,� a :\ �" DESIGN PROFESSIONALS INC FEBRUARY, 2000 I \ J "- >r . � F :' # ;9` ' rl ^;, . , ' �4Y ^ �` n-.5', t 3Cn r'�,T-e r ,.,-..d� •erg,'•', 5. BROOK WAS NOT LOCATED. WETLANDS BUFFER SETBACK IS DEPICTED 80 FROM WETLANDS FLAGS / _ Y 7 « ,t•�• r t.e _ ALONG EASTERLY SIDE OF ROOK AN 40' FR M T T I ' I i " \ > .. .,: y� ,n �;�Sy;�T,jtt'„±s + 6 D 0 DE EN ION AREA WETLANDS. I I " / - - 6 HEIGHT OF EXISTING TOWER IS 124.8't. / / , / • y' •':, I' r°r ,, 3. T x -I I y '-{ ,� ^\ v ._ c r , ,." •IBC i �',u, .'r,'.... ,. / j-''I 1 r / _ 4t+ _ - _ _ Y--� t-•,-. Y,' __ '`' P: . +_<s-rr4�! A_ A t4 ., �'wj ` 1 // .. y v� ! / - _. _.. .- t (•r..j. t{'`«.. .q,�t-'q++sst -+'�.l,�r.. a:.•R«s tr/w ' I 11 t/ / - ...- -_ _ _ .. .._ _� - _ _ - -� \ •- -- _ y,(t '.a''f�'iiCai FI`,',f-SjT '` ' - - " _ --'• `•r•-..-. •, aL4 ki'I.,t y+fY.ii„�t N_"r4"' tv�`•y 'F�4f�F'� t , t i l I ''� i.. ,s• l p,•i� t + 1 V, , w TI a• __• s• .+ ''.' T1, "i' +l'.r•: �.. - I .. , ' - - r 4 . t- t e, f 2 s t,yt.. gy+s ,.,. ,L, r,, ::i• ,:5.''"`s'd.FX?:.: I r < r : % vim- ., , '��"afd -` �-, - .4, ..'�j`-' FF ', Y; r ; MAP REFERENCES 1, { tN A 5 t. t . t �',,+�(',�_ �r, I`a.I ! -t i 777"+""" C`+' 9. r.: . yi. 34. T'+ ,,y .y,P• d°' \ 1 $ > 4 + a 7 h d ' ` 1 4t \ a SY: 4�f. .. '�� .$ `1 itR 4�ry A f, . - 1. PLOT PLAN PEACHBROOKE ZONE DISTRII T DRZ APPLICANT BROM BUILDERS, INC. i ' 4' ... \ ::j ;' Y s ;� i 207 ST TOWN T N R H I - - I /' �: s< ` ; ;t`':. !:, d; �a "k�`.< . a WE S 0 WIC , CONNECTCUT (TELEPHONE:203 889 7106) PROPERTY OF I ;':�r ..� ri_.�, ,,, �, g,;�, i NORMAN P. PRIEST-SULLIVAN AVENUE-CONN ROUTE 194, SCALE 1"=40', DATE APRIL 22, ' R.-' �. -z -- .. ". e '• r ., .,. ,,-. :•r 1991 REV TO 1� 26 91 SHEET 2A OF 14 - DAVID L. STEIN, LAND SURVEYOR. I • = Q11 L �.. , I / •_ I e , , + T, Y,',"�i� ,', 1 f ; F } -, ' '' - �t�' 1 ' r .. 4 c . 2 OL CE AMBULANCE FACILITY, SAND HILL ROAD, SOUTH WINDSOR, CONN. TOPOGRAPHIC � .L i f f �r," •� ;' �r ;'r s' ?� MAP - SITE GRADING DRAINAGE AND UTILITIES PLAN SCA 1"= APRI 1 / `` 4.: ' `y ¢ ,-, , .,«; "*'�� ,r' f LE 20'. L 6, 983 ( k n t q 4 , ; ,fw ' / .. 1. A,, vP 4 . c'f'- Y, :�,. ri„t i:' IF-Y- !- 1. :...� ,..�. SHEET 7 OF 45, TMR ASSOCIATES SURVEYORS - ALFORD ASSOCIATES 5�, R :E s r� °� r IK. + 'r }tc c �+; �; ' ; ., / ` 4 . 3. SITE LAYOUT PLAN - SAND HILL CONDOMINIUMS ELLINGTON ROAD AND SAND HILL ROAD "' '. .It S UTH WIN R T. PR T - - - s », w a; ;, *,"� . " w F r,t , :a •_: �; , . A� . 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THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER,'SURVFYOR (� - - D ARK �, , 4 -� ? - ,, . ' , { r .i ,h '�..+�4ci (' `'�' r,.� '� �rl �+.. S, i' _,y ,,.�i r ' l+P *. 5,`,'iNM1 v N. Y .Y iir :ii?. t M'r'r:^ i t : 1. - '.. e S '.+ d t: ` � v rT + ' _,,,(q, �` �' ; .�:�� ,� fK}'. f ',• a ` . t,;. ♦ , ,r. ` - - -.._ '. I , - ,� 1 "i''4 * . s ; Ty 7'. fr. v FIG.,` r \.. -4 �fr, R i[4•+'{.: jy J } \'. W _ J r e +t v sta 1 rg, ♦ t r lrc f�P �+ 1 F EXIST. WATER (2" DOMESTIC) - w"` EXIST. WATEF; 4" FIRE _:Y,+a/ a .4J� � -h Y.sv .� r--- 1 ro.,c � ��:s`xy ? »* � �cw��y r , 4 +"V E .r. .'.4 { 1 .P JAL W .9• M1S• - Y 1 -• r, / I 1 ( ) / �' + _:et: • . TM.:no; `:� f �'!S ; f •r•C- •s. R ,rw, i )r-�'t i k !rr � ,_`, 'h� FH tfr�,� ;,c r EXIST. SAN '. 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F ^..- ti� +r; Q,i » �':"I+, riry"air lei & j y t i a .. `�`� \ EfX1V1EN INV, 1 6.�i7(IN '� �_• t Vti ri + . .._ `taI a, i ' 1ri'i 'W .i; t a, - r An \ I z W INV. - 46.-72(QUT) ~ , - CIA t , y J ; , �, 9yudr - t -' ' , I \` O 1 � 14<1ST_ 6\ • - --••• , ' . a�w '? �Ijs�#�y ` f �� f . c is� t i EXIST. I \\ I ,EXIST. / 3 ;x Sr w, ' KIN NO PARKI FL,AG POLE .. :ate ` gr... r4 v , �`e _.h -x_. },� 1. » 1 G a w _z , I In , --I EXIST. I / w - w z _J REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCF WITH SECTIONS 20-300b-1 THRU 20-300b--2t OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. . 2 8/2/00 UPDATE PLAN/CLARIFICATION .IAz TO THE BEST OF MV KNOVAEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 7 17/00 UPDATE PLAN CLARIFICATION JAZ . , �t, , �. s NO. DATE DESCRIPTION BY LIC. No. GRAPHIC SCALE 40 0 20 40 8u n�.,- ,�,. �__.4$1 r it i + r.:. , ' >" R y r *4� f. y' iC. '• 4 �� y � 8fi0.291.8755 !' ,* CAN.{ y . t? i { 7�` l x±ri esign���. rS + ^>,. , rof essionals, inc. I Civil Engineers • Planners • Surveyors • CIS 1155 south sate, •e road • s windsor ' connecticut 06074 =\.4A TOP�G�APHIC PLAN DESIGN. PRD/GS DRAWN. RL H CHECKED: RPM/GS 1 7 JOB NO.. 29 DA TE.' 7/17/DO DRAWING NO.: C.• � oojob \ 1297 k 1297GP. DWG IMPROVEMENT LOCATION MAP/DEPENDENT RESURVEY PREPARED FOR TOWN OF SOUTH WINDSOR 15n SAND R> ff LRL ROAD SOUTH WINDSOR CONNECTICUT SHEET 3, 4 - - I � I .:' •11 J"1 '� Y�'r'F f 1y �!�,sJ,. :.:i 'l9'' f �' %„ -'f"` s rt `�, 5 TL`1'dy, ''`°,p �•'4• i'e,'. .. yy ,ss *. - ­1_-1` SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4' MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EOUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYECRASS 10% APPLY 1 POUND PER 1,000 SO FT. OR 45 POUNDS PER ACRE WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500--900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. CONSTRUCTION NOTES 1. ALL ERUSiJty CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SFDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES DES IMPLEMENTATION AS WELL AS MAINTENANCE ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL_ STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 4. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 5. PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE. 6. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER --JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. GENERAL NOTES: 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. THE CONTRACTOR SHALL APPtY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED WHERE NECESSARY TO PRFVENT DUST BUILD UP. 4. CONTRACTOR SHALL. OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SIUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. i. 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 DETAL_S THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL." MEANS UNCONTAMINATED NATJRAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR rUTURE , OF PO! LUTION TO SURFACE WATERS OR GROUNDWATERS. 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 S1UMP5 AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, CUMBUSTIBL.E UR NON- COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBL.E SOLIDS, SEMI- SOLIDS OR LIQUIDS 10. A.I 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 AVAIL ABLE 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. - / UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS i-OCA TIONS AS jf 10WN, ARE BASED ON AVAILABLE s 1NFORMATION. 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 INVAL.IO UNLESS IT BEARS THE 1 8-3-00 REVISE DETAILS MHA IMPRESSION SEAL AND ORIGINAL SIGNATURE `11111iiIh_ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NCB. I DATE I DESCRIPTION I BY • , . v .'ie" .', f 1 t ,T YPAti , � 1P {n. ;• { 'r ,d lV nay-' .„," N'17 '�• y } t' 1 T r ! 3 .- r-. Y �••%S:i: T �., ii� .0 t S 3 .:. t l •iv-T�.�aai,,: Y '`, a.�" F i,, ' y-.. Vt: i.,; ..4.•• ,'fir• •R `�'- - - - - - - 5 t ia+ \ - r Y I.,d -+• i ! , .{ t 1. r. n. y},! i •F y, yy -. \ S'--'t -v` 7. r q ty? ' y..•..p . L",w`,:A !�•y, �' _ :.. , , , t � �r y" t T' '. 1 '• _ _. ,. i p .. - - - s _. .'. a 4' „Y �� a . - ... " .: .. .- '. .., . -- a . '. ,, _ r: ♦A•$ , it t{� .. .. ,-, .: _ ," ,. ., �, . i 11ti t xx. i .. _ .. .. _ 4Wl. ._ . . .1.1. y�� - .„ - c' _ ,.•..C' ,r4�. ,"w n3•-.. , .:Yam.a3i�.,•rvl..•q +.6T.......;.i:•df.+' ',,f'.,, ; ',^' �..i erg 1 SET POSTS AND 2. STAPLE THE SILT :,r1 ,, ,,, ^, f,Vw', , yes rF a < '9it, `'e,:' L "; .v o ,7 .-v y �., t {* 1 s w �:. s q" r :S x� i3 a u '! '' laek ANGLE POSTS `111111 5' UPSLOPE FOR STABILITY - POST EXCAyeTEA 6"z6" TRENru UPSLOPE FROM POSTS. - FENCING FE.^.ICING TO THE i END OF THE POST t v r I ` k� aI �- ,, . ':., . -,+- 7 ..�,' ,' t ` l �:. c F T - `f�•�{f r �y. •yid+. i} a �•r AND SELF- ­ � 1. ... � � - . �, .... .. . I . 1. - . � � � lo :_ � . -1 - --- - -. I - 1; I ,,,, ., 1. "'.. I I ��., ,� i . � , � ". - -,,i.* 1-1. _.. 1, � -- -- - -- - .... - _ -- - __ -- - ---- --- a t a- + b ',i: " ht'u r- - ,2' / 12" MIN. a... '• i,•a .y 3a r n+ '�',. :y �.. s}.A` a vp ` .- r.1: 3t, Y1? - a, . ^ . r71, 'ri_.: t} 4', `A t rr }: %f,- 1 "; .. .. '•'., ...j , .a ` ..% ��.R' 1� ti s' ,�, - L I 1 - I - �K}• , .w ,,• � I I_i I III I_I I I_I I_i I I- I I A41i I -I I I_ITI^I I I__i I I- s. - �. ,}y 4. t . V .:_ ,r . a t,* r,;th N`I ` ° -I I 1=_- I 111=1 I I -I I 1-III �I i 1111=1 I - I _ II- t I r r& �. -o !=t'1�,l �� ,s, 4` IIiI-III __ I_ I I, . - , s� , , h r-i3 ,.. : W `pJ, >+ Nv, .r `, 2 �4 =f ' =1 I Ed�=1 I I f- 1 III _I I I- . y 1 r a ' C, ! y �i j - ` _ t •i+/ Ja' W ti C Y�!��{� `ia ..ram �' r w . A"T I.. '. Ty r „ Jt S r. - - ♦ '.ii 1 4i t... 91 Rl w YI ° ry- t` ° - �+ It i` - 1" 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE y . 4 `r 1 ' .� t `ore FILTER I THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT " "a r. %!r' �, + FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. .. 1. CHAIN LINK FENCE DETAIL 1O'-D" -- - -- 10'-0"- ____ - - TERMINAL POST /_ PULL POST / / /,r- TOP RAIL STRETCHER BAR $" DIA TRUSS ROD - y GALV. STEEL BANDS � ----- --TENSION WIRE i c xl (8 X S^ MIN.) -''M H \ i-- TURNBUCKLE 11 lr T r 1r , I .I I �- 11 3'-0" 11 3'-6" 11 - i u _J THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20- 300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT* AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF My KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - RICHARDP. MA*rf 12M Uc. NO. LINE POST i ii•• • ••iii•iiiii• ♦•••••• ❖ :a• l 1 1 T �� I I I1 2'-6" 3'-0" is U 8� ASTM A392, 2" CHAIN LINK FENCE FABRIC, 11 GAUGE 11 11 II 11 U r-'x. 3: -i , �: 11 tip- � s hy. , - . I t, v , Grit ` `: '+ COMPACTED ` - "r r t. '� S �' real;� �' y{ i y BACKFILL I K! a � %4 ' > �� SOT a:y 7'�' , _ _ _ • ref : F;! A., ..". ",;"V� ";Al III=1 I I �� I-1 1=1 I I-1 i I=1 I III=1 I i=f I I_I I I_I i I_ a `� a I I=1 _ t I I I=1 I I-1 I I -III- a I hI _ I III --I i I TI { I- I ;, 1= - - - - ., = _ r - F:, _I I I_i I I_ I --III' ^� _, I I --III r I-» -.e� , . •i, r j,, Y , '.i r' ' - r♦re` Si1Y ,fn y,,, .w a 1-- __ - 1.-. w•1:-��,T . I I i_I I I, : I I -i i -1 I T-i� _ _ _ «'.i +4 ^y. I z{ a 1 `e i s".� g C �h b t"4 A ,s,y1c a nFr r 7 L° " . I :; =�£ __: CONSTRUCTION OF SYNTHETIC FILTER BARRIER .• - !:_..F I n �y k ,ce' • C.y _. :.i.i+w1 fi`-` �_y.a.i�k`�,nD'�'�v 11 ' `t .x- ri.. arty + ._ -r? _k-..* at. "°� `s*fi iu. ':'Cir':'..a �.I.L'4t r i, ,1 ,• �f of .�. ro rt. to ., f. e, l R•' .y, -- 11 I 11 F -�� f4 "ri 1V� >' �,i�. rvy� M �� <�' G , : x ,;I' s,-- ax - -. - - -- `..r E,:_a ;, ',y v,w' n _.�clrr�,f - rr.' " .y. : ,y n1, , ..rT: r„ L'. -fir+' ," :�h ',a, 1 .t.-a,'�, • r�l�� 3..r, +^ �y6r �11Cj'�.: '� y '' • . '�.. y� . . ° 4„`Jl'al i°' f ,ar, ,, ;�� 4M i bY- y +h•'•'' i•�X��r - IV ry# _ _. ? 's.. ♦-ems >ri•7Yr�.-� - -'°_-•.; t yy!► - ':. _ - - 4 .i l - a A00 _- „ _ '. a.i' - - u` __ -tom k'•jj><M ,- -- * 11 J Sc F ` "+' of - x _ ° � � � rw .-�S* • .,: , r j ai- Fy r y+R. - ,,,. >r . - 53r''„It + c � .c r" S Y •^ ' .. - .,.�,_ - .ez.- Y 1 .f. 4{iv1 •�,r ...-e-':---.J.+.- - _• •b r,: L. Y Yjl ^ f' �` T '•ka�_1 x 1 , f f �"'.'�,r•' . y„• 1.T - •+ ,1 �:,.:` :•++a',-y'�`.: ;. . Y Y �-ty`r.` . +%.^°- 4 .� , �"Sf't+'a.,.'".9'��r ' + r r r 'IAi - 1 . .j., J -..lr . ii . n ` } ';� , Y.''' .'%-A ,. T-_s,°,� sa. • :,y c• ' .yr s .. I �" .1 '. .•t cr �. - tit:l'- .nV :`.t. :Sv �: ii 1 `$!ii+ It_.r - 1�.�:'�.� a�3^.•}'„ '�. _ '..i ' Y:. ',Y, • Y!u�;• J� r _ a• • >'4: -_Y 4ak t!-...}.. f .'feS',-�..�. :a�.. j , ' , . - �, a i, V"1 !�+o y;s�' T ,''Jt•< •=r„-� �S,- T,., .X"W,'LF e ',_ a�a... �-_ 't _ can ,k'_t. LL_Y s. .a.. t`�. r. r' <, ,� `t 2, -ta- �,.!&,"a=.n. .'terA - _ IY,:•.,•.N.• �ia.� xs ,o'+.�e "" . 114f } : ? , ti� }rt sh I .t` z• t`^.,' "vi �:'4a Y•!•Z i." - ° L r 1 , a ..,, :.. �- '.l_ Y} i:. may:'. }' Ra,: e1r. . - .. _.i r4 st+b, �, y�, 'alj,'sw•Zl „` ).� .A _ s, r r r41 RS ` �• : sy. r !,. ...+ '.4 4. A L : 4. - -,( J' , " "JT; u y, Yip ��.y.i. v --- - - - q..-i ?• 4 r + : w. , 7'� 1, Y:a, +t Y�F i �t� .. -a-;LL.,� i ., . `.tee „e� t r-' ` f s:` tiJ` t e \.,i t.. r-2! a e G'.'•is b, � c� S cc"� y :.,t` +.at Gsr[4 . w . 't ,. ,� .,•� t ' '�'., Mir# �. �, 'g;, yw' ::`i.M ;.# 1.',w" . ' .a. 1" y . 11 i'' ` X N. t "d„•4r, '+L*ry,, �- .•y; ��•'�,.a• la '`:7L +C..y:`� n ,r l , �x, r� - •l J 3 * j •" . ."13 Loll" 1. .]"1.r'f tY' wYT�'7^``,.. o o.' +At' v: tF. s% f3iy i.� Did �. . .. - I � I , � - . I .�+..ta - _,�: . .1 . . . ,)�, ".- �'. ,;�_, . � . . .�, • ` _ _ _.. .. � ­.: . '.., .,., . I � a �.,�­­ , .,a..''a raw €�..... 1. ;­11. � . 11 �� . . . .. .. " . . "� - . � . . . I .- i I . � : I > .. t 0 - - -1 I I I . ; I , . I , � �, i�. I . I . _. , . I .1 , , ,.i_*.-�,, d - - ,A L't ivy }.•' h r r r+ '. t h yy rKa7t` a1 4'1 °� r {. , �. � as ,. �+ .� "yt`y °, r„ �� ;. . .- t y x y` " r. - Y , " l 1 'k '•" 7 - --t - - - - � A" T/nDCnII 0. crrm O 1 112" BITUMINOUS CONCRETE CLASS II SURFACE COURSE. PER CT DOT M.04' CLASS A CONCRETE FOR ALL POSTS 2Q 1 1/2' BITUMINOUS CON1 ICRETE CLASS I BINDER COURSE PER T _. OT M.C) Ar.;.a� •�� , y lK" J r. E s ^ -r F -trrs •^:J ,k rP:.'�4;iwr7l� aw Y3ii,x�i?I n6.• ,;;. NOTES 3U 6 PROCESSED AGGREGATE BASE PER CT DOT M.05 ��",�.Yu'p� "� 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH ®S" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 r , ` ... d 12 1 /2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALT_ BE SPACED EVERY 20', ". r � 5 'tt - 4' - *'."1. ' '% ,, "` .� - s� 1 � � I' �` " rt'K3�' I � e Y. .:,. EXPANSION COUPLINGS SPACED AT 100' INTERVALS. ` "; `, . - , 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM. t` s y BITUMINOUS CURB A N D 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. �, I� 'L", 5. POSTS TO BF 2� O.D. - , '- R� «a=�'d ` PAVEMENT CROSS-SECTION 6. TOP RAIL TO BE 1--3/8" O.D. •>-`t, awe; �,�,txy e ;t , a a,,�:, _ *• . . " Y� I 11 I t k - Y. �.,d' , tK Y. . x .. - .. , .,p. 'i , ,l1., i.+.' "., +, -♦i_b 6.� ;£ e.F�:'" w.4_ ntl"S �. }...,1 - .f' . 4K -_a IZ :7�+' f '^., t���'r�.'`j+: }It •� rµ j•aSd'{ 1. - n o ✓ t �y i • a i i:y r r,' r ; �T 4 I �" t az it _ :. "eti f.. 1 } i:xr '1 `, `.a °. :"y' .,p'i. t nj,A,*:. 1!�. '°" crKYd'p.'. � �Y--'lr''!r T. `f s,. _1 -f..,. y;,?:.•,yln v`r'a. 1 M1ei. •i. Y ;:'et 4�:••.t�y''Y'-tE:vl`,. ,^� �'''1`'e-;,j�'9"�'-.PS' . 1.a: c: ,„ +µ., +, wz ti-f li.jj ,,_ X► .y,, .nr0. ,�. a ..' .i an .:Y''+n,-t '. !' Y•t . ,t.:`.X1 >i at •1' i� 'T- - �qr l.�ata y r r t v t 71t v► F"" i i r T 11 N „ialK k . y Q . z: t ,. s SS 4 ''..: , '^4i }! • ..yi _ ,. y .vC' ,'" `cis•-_-d;+S* "' .$. r la�.a! . lt, -}, - r r cy -.- ., 9 ep sya- , - - Im 42 rr' Y '. { }' n j4 Y t ,S- 'X �, , r s., 't �i i C - l-, ' 1 .� . •arA 4 -.i� " 1 r 1' t 'p s , n,}!, a_d 4am,. ' T . , i-1 ..:i - t4 :... i, }�: :. yI., # 3rl ` ^,i; 3 . r- : w, Hj's. _ ' -1 .1 a GRAPHIC SCALE 40 L a fa h }' -'.; ' 0 20 40 80 Is FUT 1 iasrch - 40 It i 860 291'8755 esign rofessionals, Inc. Civil Engineers " Planners • Surveyors • CIS 6'• south satellite road • south windsor - connecticut OW."4 DETAIL S.E?ET DESIGN. PRD/R DRAWN: RLH I CHECKED: GBS ,LAB NQ • 1297 1 DA TE: 7117100 DIRAOW NO.: C•• 1 ooiob 1129711297DT &OU PREPARED FOR TOWN OF SOUTH WINDSOR 11.52. SAND HIIU ROAD SOUTH WINMR CONNECTICUT PROPOSED PARKING BY OTHERS LIMITS OF EXISTING BUILDING EXISTING 100' LATICE TOWER TO BE REMOVED BY OTHERS ROPOSED 8' HIGH CHAIN 4 _` FENCE W/ 3 STRANDED CZ-2 ARBED WIRE TREATMENT PROPOSED 5 EMERGENCY SIGN �—j x 4' HIGH BOLLARDS PLACED @ 5' O.C. 11 x PROPOSED 12' WIDE GATE PROPOSED 192'-6" 2 MONOPOLE C 1 ELEVATION 0 PROPOSE GR AVE'OMPOUN(:]: Z-2 PROPOSED CURBING BY OTHERS PROPOSED 2,755 SF TELECOMMUNICATIONS COMPOUND EXISTING TELCO ROOM LIMITS OF EXISTING COMPOUND w FUTURE EaUIPME O CONDUIT SHALL BE ROUTED ABOVE SUSPENDED CEILING - PROPOSED TELCO SERVICE TO RUN IN 2" EMT CONDUIT FROM EXISTING BUILDING COMMUNICATIONS ROOM T FUTURE /l— EQUIPMENT FUTURE EQUIPMENT ILLUMINATION PATTERN TOWER COMPOUND SITE PLAN SCALE: 1 "=10' m Ix EXISTING TRANSFORMER PROPOSED UTILITY BANK 6 PROPOSED 10' HIGH CZ-2)CABLE BRIDGE PROPOSED U/G CZ-2 UTILITIES PROPOSED NEXTEL 1 10'-2"x20'-2" x CZ-2 EQUIPMENT SHELTER 1 2 1PROPOSED EQUIPMENT CZ-2 SHELTER FOUNDATION PROPOSED 5'x5' CONC. PAD 1/2" ANC CLAI MES' ANTD TYPICAL DECIBEL PRODUCTS DB844H90(E)—XY ANTENNA 0 `1 ❑ ANTENNA SECTION SCALE: N.T.S. a o Ak" rk% Jrwx COMMUNICATIONS OF THE MID--ATLANTIC,INC. IN CASE OF EMERGENCY CALL (914) 421 --2740 SITE DESIGNATION 0936 O O EMERGENCY SIGN SCALE: N.T.S. WHIP ANTENNA RELOCATED TO ' NEW TOWERAikl ANTENNA wt` o PROPOSED SECTOR CZ 1 ANTENNA (TYP OF 12) 1: SEE PLAN 3/ L-2 � AT 76-1-It'l It ' IF • ` + �(FS. s. � ',Y , . ;i ash i PROPOSED 192'-6 MONOPOLE - MONOPOLE TO BE PAINTED A NON —CONTRASTING GREY PROPOSED ANTENNACABLES ROUTED INSIDE MONOPOLE I TOWN ANTENNAS RELOCATED TO NEW TOWER TOWN ANTENNAS RELOCATED TO NEW TOWER TOWN ANTENNAS RELOCATED TO NEW TOWER @ 30'-0" 6 PROPOSED GPS/BMR CZ-1 ANTENNAS (TYP) PROPOSED NEXTEL EQUIPMENT SHELTER PROPOSED 8' HIGH CHAINLINK FENCE FINISH MONOPOLE \ FOUNDATION—� PROPOSED GRADE CONC PAD SOUTH ELEVATION SCALE: N.T.S. Y T� .. - .. - J.-F.• .. • K. � Y� 'ter, 4 � :� �'F`7 � � tty�,` �t r .', M1 . t • F dt �.t. li�Y. F7 a y7'Y�+f�'W y �i3,, -. )S/BMR i VTENNAS O Yp% ,� � y•_ � ,-. � � ��,.� "'�,� Y NEXTEL a 192' MONOPOLE BY SUMMITA,.yt+ s=: 14' LOW PROFILE TOP MOUNT MANUFACTURING, INC. 1x```"" ANTENNA PLATFORM MODEL #50001 BY SUMMIT z MANUFACTURING, INC. NDREWS S.S. WRAPLOCK ASTENER #12395-1 NDREWS GROUNDING KIT AZ = 240'` 241088-6 MICROFLECT ANTENNA MOUNTING PIPE (TYP) #B1478 #2 AWG BARE, TINNED COPPER WIRE: 1' O D., GALVANIZED MOUNTING`�`�� BRACKET SUPPLIED BY BMR bra $ `� 2 s ,•'4, ,. MANUFACTURER • 'ri. 7.+p.7G 4 DECIBEL PRODUCTS EQUIPMENT SHELTER DB844H90(E)—XY PANEL ANTENNAS BMR/GPS ANTENNAS : ANTENNA PLAN SCAi.i` >k.T.S.4,- SCALE: N.T.S. . n" �. • s '' tt• vi : ' 4� .,�i'� , y?•�, r�� . �a ��; � '.t�.�,'�,�, ''ar,�� +si' ^ram; I Im OOfpm-le Plow Rocky HM, C< OW67 (ON) $1.3-5400 REVISIONS REV.O 4/26100, RELEASED FOR COMMENT. REV.1 7/7100, RELEASED FOR PERMITTING. t DIVERSIFIED TECHNOLOGY CONSULTANTS 556 WASHIN(117ON AVENUE NORTH HAVEN CT 06473 203 239 4200 203 234 7376 FAX DPI PROD # 1297 SOUTH WINDSOR POLICE NEXTEL SITE # CT-0936 S. WINDSOR-CENTRAL 151 SAND HILL ROAD SOUTH WINDSOR, CT ZONING DOCUMENTS TOWER PLAN & TOWER ELEVATION DTC PROJECT NUMBER: 98-403-610 DTC DRAWING FILE: CT-0936-LDWG SCALE: AS NOTED DRAWN BY: RAB DATE: 4136= CHECKED BY: SMC tilt �'�F Cox* f�, sHEer ` ```��• D 4llG jQ J4lti = 9 CZ-1 -O Ilk 11669 '� ��CEN3E� ,c• \�� E (5 REQUIRED) GPS AN TEN N A :L TENNA DOOR HOOD WEST SIDE BMR GPS ANTENNA ANTENNA AGGREGATE T E: FINISH T_ i • f , 1, • •.:'*` , � �- •V�^.: ►,r.. T ::L "' fib .. � _ 1 `r ,a`• - r -i• r- EAST SIDE SMOKE RADIO GROUND ALARMS EQUIPMENT BARS IFI, H,r. ICI �i MARVAIR COMPAC II ,•._:tq tr+� i1�T'}'`ii� f"-mot i HVAC UNIT (TYP) OVERHEAD LIGHT FIXTURES �I 150W QUARTZ EXTERIOR LIGHT W/ MOTION DETECTOR EQUIPMENT SHELTER SCALE: N.T.S. GRE STABILIZATION FABRIC - (MIRAFI 180N OR EQUAL) Now1 PLACED ON COMPACTED SUBGRADE SOUTH SIDE MICROFLECT 16-PORT CABLE ENTRY PANEL # B1447 BMR GPS ANTENNA ANTENNA MARVAIR COMPAC II HVAC UNIT (TYP) ;1 -ENCE -S OF CRUSHED JE SURFACE )NCRETE CURB I' OTHERS (ISTING ASPHALT LARKING LOT COMPOUND SECTION SCALE: N.T.S. EQUIPMENT RACKS ';PS kNTENNA 150W QUARTZ EXTERIOR LIGHT W/ MOTION DETECTOR 3'x7' INSULATED GALVANIZED STEEL DOOR LGENERATOR RECEPTACLE ryil 1 •(I � NORTH SIDE MICROFLECT B509 PIPE HEAD MICROFLECT 1 0 MICROFLECT B130 PIPE o 8501 /502 12" COLUMN BRIDGE CHANNEL 00 0) I V CONCRETE - -I. FOUNDATION �412"01--- CABLE BRIDGE SCALE: 1 "=1'—O" FINISHED GRADE, ASPHALT OR CONCRETE PAVING MATCH SLOPE AND THICKNESS OF EXISTING ,TRENCH . UNDISTURBED III -I I I=I I ( COMPACTED GRANULAR FILL — 4. - WARNING TAPE 2't ABOVE CONDUIT _ SAND FILL III— FOR BEDDING MATERIALS (SEE NOTE 1) TELEPHONE CONDUIT (1) 2" PVC SCHEDULE 40 - ELECTRICAL CONDUIT (1) 3" PVC SCHEDULE 40 6" (MIN) j —' (TYP) NOTE: * SEPARATION DIMENSION TO BE VERIFIED 1. USE LEAN CONCRETE FOR FILL WITH LOCAL UTILITY COMPANY REQUIREMENTS UNDER ACCESS DRIVE. TRENCH DETAIL SCALE: N.T.S. 0 I M FOR EA( PLA J Q O' w 1 5/8"0 TOP RAIL TENSION WIRE 2"0 PIPE AT LINE POST 2 1/2"0 PIPE AT PULL POST 1 NOTES: POST SPACING NOT TO EXCEED 10'-0" O.C. 2. TENSION ALL BARBED WIRE TO SNUG TIGHT. 3. ALL PIPES SHALL BE SCHEDULE 40. 12"O 3/4" CHAMFER 4 SIDES BOTH GRADE BEAMS FENCE DETAIL SCALE: 1 /2"=1'-0" 18' (REF.) 2 1 /2"0 POST ' FOR GATE LEAF WIDTH UP TO 6'-0" CONCRETE FOOTING (TYP.) 2" WIRE MESH 9 GA. 1 5/8"0 PIPE FRAME GATE W/ POSITIVE LOCKING MECHANISM 10'-4" 3" CLEARANCE 4" GRAVEL OVER BLACK FROM OUTSIDE EDGE OF GRADE PLASTIC WEED BARRIER BEAM TO STIRRUPS ON BOTH ifi kit r--s, Z io L� 3" CLEARANCE (TYP.) ►-' 8-#4 REINFORCING STEEL MIN. EQUALLY SPACED IN BOTH GRADE BEAMS =-'I" �► I' STIRRUPS (#4 REBAR) SECTION SCALE: 3/8"=1'-O" PLACED 1'-0" O.C. BOTH GRADE BEAMS 20'-0" 9 WELDED TO PLATE. PLATE TO BE FLUSH ;.WITH TOP OF GRADE yB�EAM. .•i? ;+"`� �'. d• 411a .*r :.r R..srlr f# ,•�`ltr,K,"`\: Na' y1' q•_.. r. r i t rt FOUNDATION PLAN 1 .�hc�• ,y 41 u. Sr a f �'•'�><i'aa� . y `- SCALE: 3/8"=1'-0" CZ-2 .. y r " w �, y` y. LEVEL 1.00 Corporal• M.c. Rocky HK CT 00067 (860) 51.3-54M REVISIONS REV.O 4/26/00, RELEASED FOR COMMENT. REV.1 7/7/00, RELEASED FOR PERMITTING. 1 DIVERSIFIED TECHNOLOGY CONSULTANTS 556 WASHINGTON AVENUE NORTH HAVlti CT 0"73 ZOS 09 4"0 203 234 7376 FAX DPI PROD # 1297 SOUTH WINDSOR POLICE NEXTEL SITE # CT-0936 S. WINDSOR-CENTRAL 151 SAND H i LL ROAD SOUTH WINDSOR, CT ZONING DOCUMENTS TELECOMMUNICATIONS EQUIPMENT SECTIONS & DETAILS DTC PROJECT NUMBER: 98-403-610 DTC DRAWING FILE: CT-0936-2.DWG SCALE: AS NOTED DRAWN BY: RAB DATE: 4126/00 CHECKED BY: SMC ��C 011v ti'\"` SHEET 0. gr����CyGh 'J r, CZ-2 fffillltli�R�y ti �` •a Y S, v ri,;.ar' �r : �;� .a y� .Ey "r . � 3 r� x� �'�'� {�`.; N't-` 3'►xi � � '�r ��w� �� � -r.�A + � ' — ' �- � � , i .w +` .:•,e: � . &pllif J t�. t' to . tr Y '. r r gg ;. :•r - Z �,17 H ijjllkoTil�i.- • _ •Na' T n,:r ._ _. a y 'l ;r y �' ivy -III1.,. 1. . r I . _ .1 • 44'-0" ELEVATION B r'n e, /,,—n ,I ^11 Jt.ALE: 7 I t� = I — V 65-0' ELEVATION A SCALE: 3/ 1611 = 1'-O" �.' ' t at . ...., � v v y a ; .n y d:., .. v ,/,.:. .- #l. ,,w,� �. 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