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HomeMy WebLinkAbout03-94W_SOUTH WINDSOR TECHNOLOGIES CENTER_PATRIA ROADprepared by.- U esign m rofessionafs, inc. m Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 CON N 1P C 11 UC lSJ Ll ECOSYSTEMS, 1SeLC Wetland 6 Environmental Consultants 38 Westland Avenue West Hartford, CT 06107 Tel 6 Fax (860) 561-8598 NOTES: SITE PLAN OF DEVELOPMENT A uAD � � ���Ue'��1 W LN DOOR _ JS \ L. V /i�/r�,0 icy � rr a L� CC Robert C. Schechinger, Jr. ASLA Landscape Architect The Turbine House 10 Front Street * P.O. Box 246 Collinsville, CT 06022-0246 Tel. 860-693-1025 Fax. 860-693-4832 TRAFFIC �; ASSOCIATES =� PLANK.".NG • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED 5PECIFICALLY FOR THE OWNER/APPLICANT FOR THI5 PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PERM155ION OF DESIGN PROFE5510NAL5, INC. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL 516NATURE AND IMPRE55ION 5EAL OF THE PROFE5510NAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-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 DISCLOSE TO BEST OF MY KN AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. OPp ,Pn PLUM LANE MEADOW LANE ST QOPO SCANTIC s'o PEAR TREE HIGH TOWER SCq,L o vq R/VE._� C FF RNNA�e LANE e.2. !ER ROgO w t NOSOEi OR\� o� 0��� R O � � H R Y BOSS O ARSON �OeO \ a�� 2 4 4NF R040 °R(yE �yQ 2 q c�F �" O Ap McGR4 � OR L A gOgO \ RYE O ROAD STREET RRy CMeWRY PARK �N �h,F 9R00X OCgOe H O W �qr �Or pMUM" NU.VBr7P J m U E) R o m RYE STREET / oQ PARK Eesr narosae �c � uawo cr 5 � o <(/BAN � � a�cVc�vr ¢2.ramav 4e o� _ � S� R C0' yo OAO me ar o � 194 0 � <:TTCH nNEOW lye/�� xwanew wwnr OXBOW o i q �N / a\ cans �ANf o� s i OF Qe oar KtMBfRLY s \ OAR o h� ORII� o CANE SOW � y RANT S 1 TE ROAO BR/CKYARO POND OrPpO,y o NO ROAO S TROkG om O�NOA/f R°qO QGROfSS z w ROAD DESIGN PROFESSIONALS, INC. N.T.S. OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 LLC Zoning & Subdivision Data Block ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 20,000 s.f.* Lot Width 100 ft. min. 100 ft.* Lot Depth 150 ft. min. 179t ft.* Lot Coverage 50% max. 50% max. Impervious Cov. 65% max. 65% max. Building Height 40 ft. max. 40 ft. max. Bldg. Stories 2 max. 2 max. Front Yard 35 ft. min. 35 ff. min. Rear Yard 25 ft. min. 25 ft. min. Side Yard 10 ft. min. 10 ft. min. * Minimum provided 1 2 3-6 7 8-15 16— 23 24-31 32— 37 38— 40 41 L1—L6 SHEET INDEX COVER SHEET INDEX MAP KEY MAP (100' SCALE) PROPERTY SURVEY PLOT PLANS TOPOGRAPHIC PLANS SEDIMENTATION CONTROL PLAN AND PROFILE DETAILS PLANS SOILS IMPACT REVISED: September 50, 2005 REVISED: September 24, 2005 LANDSCAPE PLAN REVISED: July 15, 200O3 REVISED: April 11, 2002 REVISED: Februnru 12 2002 DATE: November, 2001 SHEET 1 H-'2^-".'�"'91�'v$-.'.�ryY£:�'S.�6:7d"�.At' 'i''.�f.Eat:^^=t"ai1i.•.�' f:Q'[�X2��.,�t1F`r':'�15i:1.'A!.,.. ;P 0 0 s , , l '� ► ! , I ItMl'UKAtCY I L ' OF TOWN OF �S6U /j TOPSOIL I WINDSOR SMH #4 O, STOCKPILE ♦ ' ` t c 18 � 1 1 1 A, x I / , I i I I I ♦ I I I 1,nlnc nP Int /Z,1'O" STREET TREE LL LI`j�' 5p no r / \ `� x. 2 > „ ♦ I I , > » EASEMENT IN FAVOR ��✓ u vrrr�u 1 r, \ •� \ ��- -/ =36 44 41 x---62'2 58 P 1Y ` �\ 4�t , I � r # / � OF TOWN OF SOUTH , c0• + I I T R=tQO ♦ / / h NDSOR LNE SHE '0 rr s you us- ` � L= 43.61 \ � ♦ ( R 185. 29 9�� / �' ® 5% \ - _ / / 'S 2 • , r , r ` + t ' T =22.58 S i i , =103. s C� 12 81 0 s f . AR�'A 4: i I Tan _ _ ,- 1 1 .l... d•-- -�- - -,- ••I" �-,-- -=- �r +"G� � , '�'`�' : - ,\ b � d C7�f l'0'IQ:-'14'O'R TF�' �A NR'�?i�'E rT6 •I'R' - - - - T I - 35 F . Y. R=170.00. \ I 35 F. -J - rQ -7 NEAR WF 40 0=798'1 T47" 6=45-�- �-- -- a L=12.02 r' 0 '42'S2" \ ` 1 ` U / A a PROPOSED: PLANT 30 S UBS ON TOP ( + ( 68.00 _ R=60.00 0� STREET TREE Tan=6.01 ' ��3 / , 1 L=11 2 7.46 EASEMENT IN AV r / r Q% / =95� �0 \ I r (SEE NOTES FO COMMENDED SPECIE�4) / /r Ta - 8.63 / 3 y1 OF TOWN OF SOUTH 2 X / = PCs #10 �7 .. Ti1 5>+ N SO 1 %g / Tan-48129 <v ' /. S Rc 101.00' rn t 9a p e / �'2,s _ , Am% 7 23E=4 �1 .12 TOTAL ' '" f F'k I / 7 h r r r r �9 155 4" P 68 32 9 W „ ' / PE TED . `S� O' •O/0 t , ° - - 2 RC ® 0.5%' -•� g 90 -24 RCP @ 0.5% t , PCB # - - - - - /PCB / / NDF IN /� 0�1\S %; r � h� � L 10 S. Y. / R55• - , , N IPCB #4 ©���s S67'52'07"E -- - - I 1 7.5 { 18%FOO 100 `� / \`9 O� , rr / ' / 'rt ► i y� sMH #3 19+00. R �� ®0.8 ° AREA 5 239.43' t . dl ,,. }2" PVC - 5 ® 22°1° ,. 1 SMH 2.r' i S ` Q`J LOCATN: NORTH BANK NEAR WF r / 37 / t `.- \ M{t�nn \ st PROPOSED: PhANT 60 SHRUBS IN,rSOF, •� } i `� 10 S.Y. 1 , ` • °» °--.__---„--- - P 6-r---- --- P 3; -- - ,18' r LOT 5n� Uv�J �, SEDIMENTS (SEE NOTgS F61 ,,','�.; 1 I 17 a'_�� \ _\ _ ♦ �. ��8 �s siDE L 10. OT AA�1 .... �_ r \ Oj• RECOMMENDED SP G'IES. ,/ t ,, 'tom W� W^ \ \� . R`✓ j ' f!#Z"�'+ . �I _.- rrr t� rt r� >• !?U!49Nm WA*''s L=°101.6U 10- GRAVEL t ` N ' ' �� !'g t 6" ER OR T ®+ • °= 7' 8' 2" Tan=51.64 ACCESS DRIVE \` ' l \ ,' - ~ ^ , • / /�, �, ,' r I I' r UNDERFO �` PCB 9 ^��/ { 0 ®® - p I 1" ' LT F CE UNDERDRAIN 1 �� Qo5 0 =47.46 , 10 STREET TREE 1 ®® Tan= 62,114 s-. f . t 4 1 YP. T AV -35• \ r ( )i EASEMEN IN FAVOR A=98' » ` � Tan=25� 5_ OF TOWN OF SOUTH II ,I >r .. 36'51'463` 35' F. Y. r 35' F. Y. 1.42 A / / `N 'J ) \ r• R=68.00 =68.00 F. � WINDSOR � r• � 35' F.1 . II \ =117.19 ■ , _ ,, z -7� - - - __ _ l l dL e ,' %mil •',' '.. f t , O > n Q T 79.25 }' 11 t_=-�1 a. r / �' 0 ° I �i ® �� Y. � i + t ,ri ' LOB' �� Tan-2 8� I , , i�U �� �- , » 1 , r -8 39 3 1 i i i i TEMPORARY 1 ♦ \� f /, '' / / / , • / ` / ,/ t � 2 ii w W�32 1 R=68.00 y C�O`� 'u",r� ll� STOCKPILE O ` / r� /�./ /,,,' /rr W�� / • / '�r rr �/ r + t L=10.27 I. d- 9 LOT `ut,` U6 M o i i '� O i � 00 t i o , I, N W� 6 9,166 s.f. Tan=5.15 r- M O O �r> O 3. �:� 25, 200 s. f. �:� , i N " `��� �, / ,' 1.58 Ac _ i iA5,442" ' ' t t to n, r- N z N s. f . �►W/' t PROPOSED 10' GRAVEL N �, -7 i �, / ' / ' `L + A =8'26'21" r\ 0 . / A C V) G I� SE IMEN + ' ► ACCESS DRIVE SEE R=68.00 r. I ( ( , I FO BAY / •d`/r^j' / r' r W , , nCTeu, ( \ L=10.02 N �N 23.818 s.f. I ®.58 Ac _. I L� _. `L�� �_ �,�� c Jr f.r, r_ �l �. ,, - ,,,N' Tan=5.Q2 - - - - - I } I `tn r`° A �1.1 . °''� - i- 1 - +-- ' r" 1 \ `_, _/ i \ ; /�! ( 7J3\ ` l r' ,'• '• / r' I I / 1 �\ i �< PROPOSED CROSSING BLE 0.54 A C N I IT V ION ' '' `� \ / ', ► 1 ' I I 1 !k AGREEMENT ACC L M E i r' 1 4511 t t TO TOWN OF S. WINDSOR 1 + ` t j II } EASE E 1 F OF . / / i , r / I TOWN F U DSO \ / ' �� ' t 25' R. Y. 25' R. Y. I 25' R.Y. , 25 R.Y. i „�} �. % .C5vk- r z i PROPOSED 20' SANITARY 1 -</ ' \ �' "� ' r / W`29 SEWER EASEMENT IN FAVOR /,` ', + •1 5$OF THE - - .^ ..TOWN OF SOUTH _ -- 120.00120.00' 291ZE, WINSOR120.04 »I SMH ,' / �' / �,' �` \/ �i t r /r r , / r / O % J , ► r `, ,// , /// 651.621 (TO r - N68'32'41 "W 651.62' (TOTAL)' ,` _ r . / r r ' r r , / , i r EXT NT 0 BASIN r / j y �� •',r,r / `L� S��Nr✓E tt, i , rs-� �•-� -•-+s >.+I--- ` - - •a-�-E-�-�- _ � i S6�32>q „ _ ' C�1.7 ° ® r' �r-, 6,'i�/ W 1 , / 35' F.Y. o� e O r 6 ' / O � r ,t,�, � W2� /rr, ' ��i S� t2 ��,.�t� PROPOSED 20' S� NITARY i _ }�2 0� - ,' r' ' I t t� 1, 6 SEWER EASEMENT IN FAVOR r t c�V �IIf ► I 1 ' 20 $ v0u1Fi.,ncnaTOWN OF SOUTH ' - _ - ` ` ��� - » - - _ _ rr ` '' - i ! , r ' jr LE ND r r - - �_ .' f ® _ f / , r ..t. • /r r a1F r, h/ eV IR(_1nl PIM TO RIr CFT Y 1`L v Zt ``� + `{ , / , _ _ _ _ _ _ _ _ _ _ - - 00 `° • _ �- ' J` , / Q;UNb KVA I IUN tAStMLN I / r r r/ ` • / EXISTIl IRON PIN" I OR OF TOWN OF ' ' , r MONUM NT TO Bt SET ���� ''� ; `t't '"' ' 'j ' `_ - - ` `...,_- / •' ' SOIrJ WINDSOR / f/ r / ,' / / I U1 ,^ ' {{ r4 �J _ ' ' 71Fj- ` ; \� �` ` / ' r r r r r ■ EXISTING MONUMENT / ' / EXISTING UTILI.TY POLE DETENTION BASINS AND MITIGATION OPAW `� _ i r I W2� ! r'r �/ / PROPO ED.t7TILITY POLE _ - - - - _ _ - _ _ -' PLANTINGS T_0 BE DETERMINED WET�AN f + ` `� - ' ' r r ' - = EXISTIttG'(ATCH BASIN AND PIPE SOIL-3G`f�NTIST OR LANDSCAPE ARCHIT CT - �r 3 / / DIRT ROAD I, f •TI`L i r ' r WF f� PROPOJED CATCH BASIN AND PIPE PROPOED STORM MANHOLE ---__/--�__�--LIMITED CONSERVATION , ' { t I r ` ' /` ! EXISTINSANITARY MANHOLE AND PIPE ' `- '"-- EASEMENT IN FAVOR OF - I I W / ' ' / `a t / o ` ` 1 r ' PROPO�ED SANITARY MANHOLE AND PIPE , ----------'' TOWN OF SOUTH WINDSOR ��.- �� n 1 `t ', t r1 't ' ' r' J a '�- 'I l ,` J rr ,' PROP9AD WATER MAIN AND HYDRANT 03 �l � { - . 'r � _ rr ,r r i W�6 �' J ' r l ' J ® D.UMPSTE PAD LOT o o , \ �� � r f r r ( , " r /rfr; r l J I ' \ ' CIO U '' UO r ` _ / , r , r r ► , r , f I J -R.L-/ROOF LEANER - S - SANITARY yATERAL ' l t t , • / r! r g� J j J - w .- WATER LATERAL 140 ± J -EAB-- EXISTING CO�TOUR I O r r t► I J to I ! , -•[' }- PROPOSED C�NTOUR 494,303 s.f. 3� J X6L95 EXISTING SPON GRADE n n t +� �tN + ' ' Q _/ ` % 1 { ' ', , I / f f I r..IG �Ik2 J r-r, PRr1 mim It SPAT f QAnF �` `� ,1 + f I V { • ' '\ I I . 1 / \ �, `� t ' - _ / /r I ` I ! I / r t ! r P Ld I r-t J , .. . ___ -, ..�. ..,.... �w• N , , , t + , ! + , + > j SURFACE DRAI AGE FLOW DIRECTION t , 80' UPLAND R VIEW AREA r LI A SIDESLOPE WITH _ / r r J Ac r 1 + I !'• ( INLAND WETLAN S ,?-------•------- - - - -- - ____-- , � 1 0 A IDE OF � �' ,'' ,J `�1rrW� � � I + � JI I ! I -- -\- SILT FENCE t ' 1st _ y r' ' - ` S (E ETAIL) CONSTRUCTION LIMIT + 1 0) cif .r i, - ' DIRT ROAD SOILS { t ! _ .' _ _ _ I 13 ► I , rwww� EXISTING TREE LINK CO r �0 TP / M tr , I , (' , 6 ! ` rYwY PROPOSED TREE L&E `\ _ ! \ Z (PEST PIT LOCATION) { I g�P l I _ ROTES - - ° 00 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. IU p 00 , t { I , { t �O,c� ' ,' ` _ _ _ _ _ - - - - -7•�' _ - 2. AREA OF THE PARCEL IS 3,490.887 S.F. - 80.13 AC n r I I , 3. PROPERTY IS IN ZONE C - AREA OF MINIMAL FLOODING AS PER / r t ' ' I I I I 631 \ t FIRM PANEL 6 OF 9 COMMUNITY PANEL NUMBER 090036 0006B. 0 ' t ' 4. HORIZONTAL DATUM BASED ON NAD'83; VERTICAL DATUM BASED ON NAVD'29. ` ` t ► , 5. CURVE - AS DEPICTED - IS BASED ON THE ARC DEFINITION. 6. THIS PARCEL IS NOT A BUILDING LOT AT THIS TIME. INSTALL TEMP STANDPIPE 4ND + - 7. TOPOGRAPHIC SURVEY ACCURACY - T-3 BERM, USE AS SEDIMENTAT N MAP REFERENCES: BASIN DURING CONSTRUCTI - 95'- RC 1. PART OF ESTATE OF ELL.SWORTH SPERRY, SULLIVAN AVE. (ROUTE 194) (SEE DETAIL) 76.10 1•0% SEE SHEET 40 OF 41 F 0 R EROSION SOUTH WINDSOR, CONN. SCALE 1"-IOW. DATE: MAY 1967 BY CLOSE, �1SEN Ec MILLER - MAP NO. 527-B. r ( r r I I J) t t ` , �► 0 N TR 0 L NOTES, DETAILS AND 2. RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD / ' / ,'» , / J rt i I i l RR. CO. FROM SPRINGFIELD TO EAST HARTFORD STATION 1161+60 TO i , III (Vvvnf/J I I i STATION 1214+40 TOWN OF SOUTH WINDSOR, STATE OF CONN. SCALE V-100' ' ,' ' All + t r 1 DATE: JUNE 30, 1915, OFFICE OF VALUATION ENGINEER, BOSTON, MASS. SILT FENCE - NARRATIVE. - _ ' _ ' ' t I 3. PAIKIA INUUWKKIAL PARK, :WLUVAN AVENUE, SUUIN TnNUJVR - .. ' , ., / , 1 Y�P.) / pia i `� / �� I _ INSTALL 6' MODIFY D RIP Af� BANKS D NVIT1�(IN TREAM \ t / SCALE 1"=40' -MAY 1970 W1WAM J CARRINGTON,REG L.S.1S5616. , , 4. THE SULLIVAN AVENUE INDUSTRIAL PARK, SULLIVAN AVENUE, + O , , / CHANNEL AS RE R I E�0 IDE STABL DI CHARG . _ SOUTH WINDSOR, SCALE 1"=40' APRIL 1966, C.D. JAY ASSOCIATES. 511A i .-- , i i , W Y ' '� ► Y 25' R. Y. 5. PLOT PLAN - PROPOSED GERBER SYSTEMS TECHNOLOGY FACILITY _ - - _ I i�i l r/ LOCATION AND EX Or. RIP'+RAP TO B D ERMIN D IN FIELD SULLIVANAVENUE, SOUTH WINDSOR, CT. DATE: 1-27-86 REV. TO ` , r BY DESIGN ENGINE {� AND TOWq `WETLAND OFFICER. / --Y- 2-7-86 SCALE 1" - 100', SHEET SD-2 BY FUSS do O'NEILL 16668. C , \ _ - - _ ' J - r OUTLET STRUCT R 1TO, B� INS]'r LED UN R nUPMVISION OF DESIGN ENGINE FJ. 655 5 1,007.25 IOTA SOT-- 1-�- - ��- � ! - 202. ' � I; l � � �R / APPLIC�PI�-- '` 9 2 _ TH 1 �Wtro� TECHN¢LOSGIES CIINTER LLC � � � �'J � t , � ,_'.�•-.-'•--,-= •� ._� � = - :,�� � .. �, li �.lni ('�I (', / ` �`_" , ` `� ---'� -1 k I \ -. KQ. -8 9 X 1 149 / t I S67031 9 20"E - - J - - I �, --- --- // ---�- \ �,1 ' r' JO TA - 63° `t{ , �'Iv \SCOUT �N(NDS R CO ECTICUT MPAi�Y fNC. r rt I ,N F KF BRICK C0\060/74 it 6 - -TEL. (8 0) -64492197'_- PROPERTY SURVEY/SUBDIVISION South Windsor Technologies Center Sul ivann Avenue South wilmdoo>P Connecticut STORM DRAINAGE STRUCTURE SCHEDULE CB TYPE T.F. INV. OUTLET FE 63.0 (4-") (BASIN #2) 2 C 77.41 64.32 42") 66.45 24" 63.82 48" 3 C 76.41 67.55 (24") 4 C 76.41 67.77 (24") 5 C 77.30 69.00 (15") 68.22 (24") 6 C 77.30 69.13 (15") 7 C 76.60 69.75 (15") 69.50 (18") 69.00 (24" 8 C 76.60 70.15 (15") 69.90 (18") 9 C 76.16 70.78 (15") 10 C 76.16 70.38 (15") 11 C 76.41 66.42 1 12 C 76.41 64.82 (42") 66.20 (36" 13 C 77.75 69.24 (15") 67.33 36" 14 C 77.75 69.50 (15") 15 C 77.44 69.00 15" 68.32 (36") 16 C 77.44 69.26 (15") 17 C 77.57 69.89 (18") 69.87 (30") 69.37 (36") 18 C 77.60 70.19 (18") 19 C 77.60 70.48 18" 70.73 (15") 20 C 76.96 73.43 (15") 20A C 77.99 71.17 (15") 21 C 76.96 73.56 (15") 24 C 77.30 70.86 (30") 72.11 15" 25 C 77.30 72.24 (15") 26 C 79.80 73.22 15" 71.97 30" 72.47 24" 27 C 79.80 73.48 15" 28 C 81.28 74.13 0 5") 73.88 18" 73.38 24" 28A C 80.57 72.96 (24") 29 C 81.28 74.39 (15") 30 C 81.39 74.87 (18") 31 C 81.39 75.00 (18") 48 C 82.18 75.53 (18") 50 C 80.47 76.08 (18") 76.33 (15") 51 C 80.47 76.95 (15") OUTLET FE 68.00 (24") (BASIN #1) 33 C 77.31 68.20 (24") 34 C 77.31 69.30 (18") 68.33 (24") 34A C 75.84 70.14 (18") 35 C 79.27 70.33 (15"&24") 35A C 78.93 70.08 (24") 36 C 79.27 70.46 (15") 37 C 78.15 71.03 (15") 70.82 (24") 38 C 78.15 71.16 (15") 39 C 79.58 71.73 (15") 71.49 (24") 39A C 78.87 71.15 (24") 40 C 79.58 71.99 (15") 41 C 81.40 72.63 (15") 42 C 81.40 72.76 (15") 43 C 74.98 70.85 (15") 70.60 18" 44 C 74.98 71.11 (15") 45 C 81.24 73.19 (15") SANITARY SEWER STRUCTURE SCHEDULE ' SMH T.F. INV. 1 77.88 64.62 2 77.07 64.40 3 77.87 63.74 4 77.21 64.87 5 78.19 66.07 6 78.44 66.86 8 79.32 68.19 9 80.62 68.78 10 81.62 69.23 11 82.45 70.58 12 82.58 70.96 13 77.60 68.14 14 76.46 68.71 15 75.86 69.33 16 78.47 71.40 17 79.86 72.10 18 78.92 72.60 19 79.61 73.17 20 82.22 74.47 22 77.20 63.19 23 76.75 62.69 24 75.50 62.27 25 77.00f 62.03 26 78.50 61.40 Z / 7 7.35± 61.32 It II II If It If If \ N If �' 28'31 it R�804.65 i L=48.1 4 �I �I.P. `Tan=24.07 COUNTYIf #26 1 ♦ ♦♦ " DISTRIBUTORS, "37 -12 PVr,CINSTALL 2ND 12 DUCTILE � ` ♦ ♦ IRON PIPE AT RAILROAD SDR-35 @ $=0.22� ♦ CROSSING. CAP BOTH ` ` `♦ ♦ N C ENDS ' 9 2g , SM ry 20 12y �♦ ♦S6 PROPOSED 10 GRAVEL + N rn S6 \ pP0 �� �3 ACCESS DRIVE (SEE IJ� EX. BIT. PAYMENT \SORB 33>»�` DETAIL) PROPOSED 20' SANITARY + INSTALL PERMANENT \ 2�' SEWER EASEMENT IN FAVOR SHEETING (TO BE D ♦ TOF SOUTH ECHNOLOGIES LEFT IN PLACE) 0 CHNOLOG ES CENTER, LLC Q) EX. BUILDING + p q 4`� EX. GRAVEL F ,15" RCP EX. BIT. PAYMENT ?\� \ ` /yb, •!% FL- 7�.38 / Or o>2 0 BEI I EX. 6' CHAIN II \� LINK FENCE rz U ' ` . r I --`_��' SIGN J N MOB, LLC-\\"' R. 1 r(D I i it "325, 60' O 1 �I N82'193720W.~ If 37 LF N 12" PVC SDR-35 0 0.22% SMH #27 STAT 60+92.39 T.F. 77.35E (MATCH EXISTING GRADE) INV 61.32 PROPOSED SANITARY LATERALS Lot# Location Invert Invert Length Slope Size at pipe at ROW % SRD-35 1 SMH 12 71.46 72.50 50 2.00 6" 2 SMH 10 69.73 70.61 44 2.00 6" 3 SMH 8 68.69 69.43 37 2.00 6" 4 8 + 2.9 67.70 68.44 37 2.00 6" 5 SMH # 6 67.36 68.02 33 2.00 6" 6 10 + 75 66.92 67.66 37 2.00 6" 7 SMH # 5 66.57 67.23 33 2.00 6" 8 13 + 10 66.09 66.75 33 2.00 6" 9 SMH 1 65.12 65.78 33 2.00 6" 10 SMH 2 64.90 65.56 33 2.00 6" 11 18 + 00 64.65 65.39 37 2.00 6" 12 18 + 88 64.46 65.28 41 2.00 6" 13 SMH 3 64.24 65.82 79 2.00 8" 1 4 SMH 3 64.24 65.82 79 2.00 8" 15 18 + 78 64.48 65.30 41 2.00 6" 16 17 + 58 64.75 65.55 40 2.00 6" 17 SMH # 2 64.90 65.56 33 2.00 6" 18 Si # 22 63.69 10' STUB 6" 19 SMH # 4 65.52 66.22 35 2.00 6" 20 SMH # 4 65.52 66.36 42 2.00 6" 21 13 + 54 65.94 66.72 39 2.00 6" 22 SMH # 5 66.57 67.23 33 2.00 6" 23 SMH # 5 66.57 67.29 36 2.00 6" 24 SMH # 13 68.64 69.30 33 2.00 6" 25 SMH # 14 69.21 69.91 35 2.00 6" 26 SMH # 15 69.83 70.56 35 2.00 6" 27 SMH # 17 72.60 73.43 40 2.00 6" 28 SMH # 18 73.10 73.83 35 2.00 6" 29 SMH 73.67 74.40 35 2.00 6" 30 1519 3 + 5 73.98 74.71 35 2.00 6" 31 SMH 20 74.97 75.70 35 2.00 6" 32 SMH 19 73.67 74.40 35 2.00 6" 32 SMH 20 1 74.97 75.70 35 2.00 6" 33 SMH 15 69.83 70.55 35 2.00 6" 34 SMH # 13 68.64 69.37 35 2.00 6" 35 SMH 8 68.69 69.36 32 2.00 6" 36 SMH 9 69.28 69.97 33 2.00 6" 37 SMH #10 69.73 70.44 34 2.00 6" 38 3 + 60 70.12 70.85 35 2.00 6" K r r r.InTi p RFEM s. rqe I P SMy #3 \ � pCB � #9 4 All j 09 U „ RCP @ 1.0% �ri Lnn M2 n n n �8 39' J'\ +t LTUJ < 768, 0023' s.1s rrQZN C, R, 26' �`1680021„ U2 4 12" 515 IR WO =012 %� 55+00 IV ZSJJ" \ r ' S15'31'19"W \ Sg\,d 20.84' RO 6 32 \ /ry kN 1X jF SF'� • � r ' l v �'�� o �SOR r0�' oFr /N FARY ' s 1. CONTRACTOR 2. TOP OF TO FRAME VERIFY 0S OF PRO EXISTIN OSED SANITARY GRADE PRIOR MANHO TO - ES 22 23 -' - - - - 24, & 26 10 BE B SET 6' TO 12' ABOVE EXISTING GRAD:-'. `- .. -- --- .- -- - -.. , N Pik / N N J (> Q Lt t �� H Q + 114 (0 u� Of w J LO ~ a a <Uj U ) _ a wig jET-f U STAT: S EL LINE +65 SMH # 2 STAT 6 55.81 SAT 57+7 .20 SMH #24 zo STAT 5 +74.74 STAT 52+50.00- T.F. 77 20 LOT T.F. 78.5000 E ISTING G ADE) T.F. 75:50 INV 62 69 INV 225 LF N 12" PVC SDR-35 0.22% ,. 108 N 12" VC SDR- 5 @ 0.22% N - 5 ®0 22% co c0 r I co I c0 I t` 1 I tD r; I to r I r I d r I •- I O r I C r I O r; I 1 1� co (0 I 7 CD I cp in I 7 to I N in I <t I 1 - 1 I I to ( I I .- I ! I I ( I I { 60+50 60+00 59+50 59+00 58+50 AFTER INSTALLATION OF PIPE SANITARY MANHOLES #22-25 SHALL RETURN TO ORIGINAL STATE BE GASKETED BOLT DOWN COVERS IN TOPSOIL & Soo OR SEED/ ACCORDANCE WITH TOWN DESIGN REASSEMBLED RAILROAD, STANDARDS. BALLAST, OR DRAINAGE CHANNEL VARli 44 LARIE �...� . �': :� �' '': • : %' WARNING TAPE PER CONN. ': i. • : .•.:: :.::; :' y�, GENERAL STATUTE SECTION r `•: ; 16-345, AS AMENDED, PLACED 1Y (MIN.) TO 2e (MAX.) ABOVE BACKFILL TRENCH WITH CRUSHED STONE WITH A TOP TOP OF PIPE SITE OF THE AGGREGATE TO BE A MAXIMUM OF 2 INCHES .: . (51 MM) AND NO MORE THAN 5% PASSING THE NUMBER :'; ; r':.::.:» :. .. ,:.:• • 200 SIEVE. THE GRADATION OF THE MATERIAL IS TO BE SUCH THAT A DENSE STABLE MASS IS PRODUCED. •` BACKFILL MATERIAL SHALL. BE PLACED IN LOOSE 6 INCH ,. •s • � � (152 MM) LIFTS AND COMPACTED TO AT LEAST 957. OF ITS �--- •� ':...'�.:�.: MAXIMUM DENISTY WITH A MOISTURE CONTENT THAT IS 12" MII N. ; '" . NO MORE THAN 1% GREATER THAN OR 2% LESS THAN THE •,: ��.;• PIPE, AS SPECIFIED OPTIMUM MOISTURE AS DETERMINED IN ACCORDNACE WITH 1/2 D. PIPE '^ .• CURRENT ASTM DESIGNATION D - 1557 (MOIFIED PROCTOR). �:. BACKFILLED PIPE MUST BE INSTALLED SO THAT THE �•' : •: 3/4" BROKEN TRAPROCK BACKFILL MATERIAL WILL BE POSITIVELY DRAINED. 1/2 1 PIPE �:: '• • e . O.D. SECTION NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION FOR RAILROAD (YYIIhIIN LIMITS OF RAIL BALLAST) 58+00 57+50 57+00 LAWN / STREETS / CROSS-COUNTRY I PAVED AREAS TOPSOIL & SOD OR SEED -7 a I IN WET CONDITIONS INSTALL � STONE UP TO ELEVATION daa OF NATURAL SANDY MATERIAL LOCATIONS TO BE DETERMINED a BY TOWN ENGINEER. o. 12 1 D. PIP 1/2 D. PIPE ~f• '�;� `' 6",MIN. •j .. ��� , OWNER / APPLICANT SOUTH WINDSOR TECHNOLOGIES CENTER, LLC 312 DEMING STREET P.O. BOX 1149 SOUTH WINDSOR, CONNECTICUT 06074-1149 TEL. (860) 644-2197 O.D. SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC" AND AOS OF 0.43 1 TO 0,221 AND SHALL MEET AASHTO M288-96 56+50 56+00 55+50 55+00 54+50 54+00 53+50 53+00 52+50 APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED BROKEN TRAPROCK FILTER FABRIC TYPICAL SANITARY SEWER TRENCH SECTION PIPE - IN GROUND WATER NOT TO SCALE - - 6 4 �MM 2 0 1v�1 SMH B.5 8 SMH #22 STAT 0+00 0 T.F. 7720 LOT 8 INV 63.74 6 INV t5 INV 63.69 H FI n �n,� N 4 f7uu1 62 DATUM E.E 0 r, 0 60.00 53+00 o jx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ^o i LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE __..__.- __,__._,._ OL+ cn INFORMATION. ALL EXISTING UTILITIES SHOULD 5 70/O9/US GENERAL REVISIONS i 4 1,/7/03 PER TOWN STAFF COMMENTS GBSSCALE: w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 1 inch = 40 feet HoriZ. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1 inch = 4 feet Vertica 3 10-6-03 revisions to notes Jas BY A LICENSED LAND SURVEYOR PRIOR TO 2 9-30-03 add trench & easement details Jos CONSTRUCTION. 1 9-23-03 revisions for final plans Jas 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 13Y 52+50 52+00 51 +50 51 +00 50+50 50+00 i Tel. 860. 291 • 8755 ® i R6n.901.A757 E'SiC�11 C��1i 08 Road R09008 rofessionals, inc. JS DRAWN JS CHECKED: civil engineers • planners surveyors DESIGN. GBS/ landscape architects • gis • gp s JDB NO.: 1253 DATE:• 7-8-03 1 F5 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO: _aPrvPr/inh-a /l �S 3/nciiva /3d 80 78 76 74 72 70 68 66 64 62 DATUM .ELEV 60.00 UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN #1 PIPE INFORMATION DOWNSTREAM STORM STRUCTURE CB #33 40 LF - 24" RCP @ 0.5% FE OUTLET CB #34 26 LF - 24" RCP @ 0.5% CB #33 CB #34A 143 LF 18" RCP @ 0.59% CB #34 CB #43 78 LF 18" RCP @ 0.59% CB #34A CD #44 26 LF 15" RCP @ 1.0% CB #43 CB #35 50 LF 24" RCP @ 0.5% CB #35A CB #35A 155 LF 24" RCP @ 1.13% CB #34 CD #36 26 LF N 15" RCP @ 0.5% CB #35 CB #37 97 LF 24" RCP @ 0.5% CB #35 CB #38 26 LF 15" RCP @ 0.5% CB #37 CB #39A 66 LF 24" RCP @ 0.5% CB #37 CB #39 68 LF ti 24" RCP @ 0.5% CB #39A CS #40 26 LF 15" RCP @ 1.0% CB #39 CB #41 180 LF - 15" RCP @ 0.5% CB #39 CB #42 26 LF - 15" RCP @ 0.5% CB #41 CB #45 85 LF N 15" RCP @ 0.5% CB #42 EXISTING 71 LF - 15" RCP @ 0.5% CB #45 UPSTREAM STORM STRUCTURE STORM DRAINAGE BASIN 2 DOWNSTREAM STRUCTURE CB #2 164 LF - 48" RCP 0 0.57. FE OUTLET CB #4 26 LF N 24" RCP @ 0.85% CB #3 CD #3 100 LF - 24" RCP @ 1.1 % CB #2 CB #5 90 LF - 24" RCP @ 0.5% CB #4 CD #6 26 LF N 15" RCP @ 0.5% CB #5 CB #7 155 LF - 24" RCP @ 0.5% CB #5 CB #8 40 LF - 18" RCP @ 1.0% CB #7 CS #9 63 LF N 15" RCP @ 1.0% CB #8 CB #10 63 LF N 15" RCP @ 1.0% CB #7 CB #11 26 LF N 36" RCP @ 0.85% CB #12 CB #12 100 LF - 42" RCP @ 0.5% CB #2 CB #13 130 LF N 36" RCP @ 0.7% CB #11 CB #14 26 LF N 15" RCP @ 1.0% CB #13 CB #15 165 LF N 36" RCP @ 0.67. CB #13 CB #16 26 LF N 15" RCP @ 1.07 CB #15 CB #17 209 LF - 36" RCP @ 0.5% CB #15 CB #18 40 LF N 18" RCP @ 0.80% CB #17 CB #19 58 LF N 18" RCP @ 0.5% CB #18 CB #20 228 LF N 15" RCP @ 0.987 CS #20A CB #20A 44 LF N 15" RCP @ 1.0% CB #19 CB #21 26 LF - 15" RCP @ 0.5% CB #20 CB #24 198 LF N 30" RCP @ 0.5% CB #17 CB #25 26 LF N 15" RCP @ 0.5% CB #24 CB #26 222 LF N 30" RCP @ 0.5% CB #24 CB #27 26 LF N 15" RCP @ 1.0% CB #26 CB #28 56 LF N 24" RCP @ 0.75% CB #28A CB #28A 65 LF - 24" RCP @ 0.75% CB #26 CB #29 26 LF N 15" RCP @ 1.0% CB #28 CB #30 198 LF N 18" RCP @ 0.57 CB #28 CB #31 26 LF N 18" RCP @ 0.5% CB #30 CB #48 107 LF N 18" RCP @ 0.5% CB #31 CB #50 109 LF N 18" RCP @ 0.5% CB #48 CB #51 26 LF N 15" RCP @ 2.4% CB #50 UPSTREAM SEWER STRUCTURE SANITARY SEWER PIPE INFORMATION DOWNSTREAM R SEWER STRUCTURE SMH #1 98 LF N 12" PVC SDR-35 @ 0.22% SMH #2 SMH #2 300 LF N 12" PVC SDR-35 ® 0.22% SMH #3 SMH #3 250 LF N 12" PVC SDR-35 @ 0.22% SMH #22 SMH #4 114 LF N 12" PVC SDR-35 0 0.35% SMH #1 SMH #5 298 LF N 12" PVC SDR-35 @ 0.35% SMH #4 SMH #6 225 LF N 12" PVC SDR-35 0 0.35% SMH #5 SMH #8 300 LF N 12" PVC SDR-35 0 0.47. SMH #6 SMH #9 117 LF N 12" PVC SDR-35 0 0.5% SMH #8 SMH #10 89 LF N 12" PVC SDR-35 0 0.5% SMH #9 SMH #11 269 LF N 12" PVC SDR-35 0 0.5% SMH #10 SMH #12 75 LF N 12" PVC SDR-35 ® 0.57. SMH #11 cIAu as z omn Ft� 29U LF N 12" PVC SDR-35 @ 0.47 Z)i #6 SMH #14 114 LF N 12" PVC SDR-35 0 0.5% SMH #13 SMH #15 124 LF N 12" PVC SDR-35 @ 0.5% SMH #14 SMH #16 259 LF N 12" PVC SDR-35 0 0.8% SMH #15 SMH #17 140 LF r✓ 12" PVC SDR-35 0 0.5% SMH #16 SMH #18 99 LF N 12" PVC SDR-35 @ 0.5% SMH #17 SMH #19 114 LF N 12" PVC SDR-35 @ 0.5% SMH #18 SMH #20 260 LF N 12" PVC SDR-35 @ 0.5% SMH #19 SMH #22 225 LF N 12" PVC SDR-35 0 0.22% SMH #23 SMH #23 191 LF N 12" DUCTILE IRON 00.227. SMH #24 SMH #24 108 LF N 12" PVC SDR-35 @ 0.22% SMH #25 SMH #25 283 LF N 12" PVC SDR-35 00.227. SMH #26 SMH #26 37 LF N 12" PVC SDR-35 00.227. SMH #27 LEGEND 0 IRON PIN TO BE SET s EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT -e- EXISTING UTILITY POLE `o_� PROPOSED UTILITY POLE _ =0= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE ■� EXISTING SANITARY MANHOLE AND PIPE -OO - PROPOSED SANITARY MANHOLE AND PIPE P ao PROPOSED WATER MAIN AND HYDRANT DUMPSTER PAD -R.L- ROOF LEADER - S - SANITARY LATERAL PROPERTY SURVEY/SUBDIVISION - w - WATER LATERAL --339•^- EXISTING CONTOUR --EUD- PROPOSED CONTOUR x6m EXISTING SPOT GRADE ® PROPOSED SPOT GRADE 4= SURFACE DRAINAGE FLOW DIRECTION - - 80' UPLAND REVIEW INLAND WETLANDS - - - -� SILT FENCE CONSTRUCTION LIMIT SOILS EXISTING TREE LINE PROPOSED TREE LINE - EASEMENT South Windsor Technologies Center SULLIVAN AVIENUE SOUTH ��� UMSOR COkMCTRCUT SHEET 34A 4