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HomeMy WebLinkAbout98-70P_OUTPUT TECHNOLOGIES SITE PLAN OF DEVELOPMENT_ELLINGTON ROAD011TPUT TECHNOLOGIES SITE PLAN nP DEVELOPMENT DD 7 IN\T DOO TD T79 TN\\T 4 Lr- TIT lr� TO-) # Rezg L' (9N, "U,& SUU U prepared by: i esign rofessionals, inc. I ■ Civil Engineers • Planners • Surveyors • GIS 165 South Satelltte Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 C KING I / �cGU1RE I �<u ROAD I � 1 #0 A4 [E A 6 4 %l PROFESSIONALS INC. 91 4 m A ;ID M z T �s ARCHITECTS 800 W. 47TH ST. SUITE 600 KANSAS CITY, MO 64112 (816) 756-1484 FAX: (816) 531 —4679 YE7FRA/VS MEMORIAL PARK ST' MARC CIRCLE (P`A) cNgpF� 30 ��P� Roq� TRAFi=iC ;�;J; ASSOCIATES =� PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 0 D :Ez O D > fc r� STREET BURNHAM LOCATION PLAN NOTES THESE DRAWIN66 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED 5PECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE U5eD FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS MITTEN PERMISSION OF DE516N PROFESSIONALS, INC. THESE PLANS ARE IWVALtD UNLE55 THEY MAR THE ORt6tNAL 516MATURE AND IMPRE551ON SEAL OF THE PROFESSIONAL EN61NEER OR SURVEYOR. SCALE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 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 CONNEC71CUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDG ELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P.'UAR LIC. No. 4( >PLIJMOTRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 I U� 23 Q 0 24 OPT 22 — 27 PROPOSED BUILDING 15o.000* so. FT. FFE-62.75 N PROPOSED RETENTION AREA \ � _ 4 SUBJECT SITE / 37 36 / �I -Z O ( 35 I z� 28 25 I 23 t 34 6 33 31 30 29 8 STREET gURNH AM o Q cy_ KIEY MkP z SCALIE R 2001 SOUTH WMMR W I— n ENGINEERING DEPT. Ljj C @� C�%lr✓ 11 (�C CX�` �I L I ` APPLICANT OWNER DST REALTY, INC. DST REALTY CONNECTICUT, INC. 333 WEST ELEVENTH ST., SUITE 101 333 WEST ELEVENTH ST., SUITE 101 KANSAS CITY, MISSOURI 641 05-1 634 KANSAS CITY, MISSOURI 641 05-1 634 TEL. (816) 435-8260 TEL. (816) 435-8260 7 MAP LOT N/F ABUTTER LIST 5 14 4195 S£ CENTERBOARD ST. KING, EDWARD G. STUART FL. 34997 15 24 £VANS RO. R & D REAL TY ROCKY HILL, 06067 16 161 CARRIAGE DR. BARRY, JOHN J. SR. MANCHESTER 06040 17 108 ELLINGTON ROAD GRILLO DOROTHY A. 18 R005 JOHN FITCH BLV. CONNECTICUT, STATE OF 19 L002 ELLINGTON RD. CONNECTICUT, STATE OF 20 108 ELLINGTON RD. GRILLO LUCIAN M. & DOROTHY A. (SURV) 21 L003 ELINGTON RD. CONNECTICUT, STATE OF 22 R006 JOHN FITCH BLV. CONNECTICUT, STATE OF 23 R007 JOHN FITCH BLV. CONNECTICUT, STATE OF 24 L004 ELLINGTON CONNECTICUT, STATE OF 28 230 BURHNAM ST. MEYER GAGE COMPANY INC. 29 230 BURHNAM ST. MFYFR GAGE COMPANY INC. 30 230 BURHNAM ST. MEYER GAGE COMPANY INC. 31 44 BERLE RD. GLASSMAN, ABRAHAM 33 PO BOX 424 CHICOPEE MA. FINANCE DISCOUNT CO. 01021-042 34 39 ELLINGTON RD. SPIELMAN, ARTHUR £. & AGN£S C. 35 3 GLEN HALLOW DR. TONUCCI, RICHARD L. & BERNICE A. FARMINGTON, 06032 36 3 GLEN HALLOW DR. TONUCCI, RICHARD L. & BERNICE A. FARMINGTON, 06032 37 PO BOX 290 MOBIL OIL CORPORATION DALLAS TX, 75221 6 1 L005 ELLINGTON RD. CONNECTICUT, STATE OF 4 423 CHAPEL RD. BRADLEY, MORGAN J. JR. 7 164 SCHOOL ST. CORNEAU KENNETH F. E. HARTFORD 05108 18 150 BOLTON RD. MAULUCCI, DOMINIC A. BOL TON, 06040 21 328 BURHNAM Sr.. COUGHLIN DENNIS J. & MARYANN C. 22 312 DEMING ST. CARON, DAVID A. SR. & REID ROBERT JR. 23 347 KING Sr. BURHNAM, ALFRED B. £. HARTFORD 06108 24 347 KING ST. BURHNAM, ALFRED B. E. HARTFORD 06108 25 347 KING Sr. BIOWLLL ACRES INC. E. HARTFORD 08108 27 15 WATERSLIDE LN. JONES. ✓OSEPH W. W. HARTFORD 05107 12 13 L014 JOHN FITCH BLVY, CONNECTICUT, STATE OF 151 6 R001 ELLINGTON RD. CONNECTICUT, STATE OF 8 L012 BURHNAM Sr.. CONNECT/CUT, STATE OF Zwft Data ftck ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD) ITEM REQUIRED/ALLOWED (CO) PROVIDED Lot Area 5 acres 19.38 acres Lot Width 300 ft. min. 110 ft.*** Lot Depth N.A. N.A. Lot Coverage N.A. N.A. Impervious Coverage 70% max.* 25.2±% Building Height 60 ft. max 36'2" Front Yard 50 ft. 212.7 ft. Side Yard 20 ft. 35 ft. Rear Yard 20 ft. 599 ft. Parking Spaces 341 spaces 342 spaces *NOTE: A 5% IMPERVIOUS COVERAGE BONUS (CONSOLIDATED PARCEL) **NOTE: TOTAL BUILDING FLOOR AREA IS 150,000f sq. ft. ***NOTE: NON -CONFORMING LOT OF RECORD. ACTUAL FRONTAGE IS 110.46 FEET & 45.34 FEET & 14.18 FEET, OR 169.98 FEET. PARKING CALCULATIONS: OFFICE SPACE: 52,082 0 4/1,000 SQ. FT_ 208.3 SPACES 18 INDUSTRIAL: 65,516 ® 1 /700 SQ. FT. = 93.6 SPACES WAREHOUSE: 32,402 ® 1/1,250 SQ. FT. = 25.9 SPACES PLUS 13 EMPLOYEES = 13 SPACES TOTAL REQUIRED PARKING = 340.8 SHEET INDEX_ ta'x� t' •� 7b 2 1 COVER SHEET N KEY MAP 2 PLOT PLAN 3-4 SITE PLAN 'a 5-6 PLAN & PROFILE SHEETS a : 7-8 SOIL EROSION & SEDIMENT CONTROL PLAN ' . 9 & 9a DETAILS SHEETS 1011 APPROVALS SHEET Al —A3 'i ARCHITECTURAL PLANS REV. MARCH 10, lagQ L1—L2 '! LANDSCAPE PLANS REV: ANUAR"( 5, I'll"; RE`v': JANUARY 2�, I�qa REV: PEGEMBER 21, 11 REV: OGTOBER 0, Igab I REV: SEPTEMBER 24, IagB TENANT REV: SEPTEMBER 15, IagB SON_ A REV: 5EP7EMBER I I, IaaB OUTPUT TECHNOLOGIES, INC., �P,-�� ' Fes, REV: AUGUST 12, laae 2534 MADISON AVENUE r " r _ - fi, -�• ., _`.: tt 4- _, r ^.[ Lt • iT :'_�:' iR"A_.. '`7t,,,N y"� , �lv'% • :I '' KANSAS CITY, MISSOURI 64108�4 3, I I „ :1 . TEL. (81 6) 221 —1 234 �rkj e �.$f r 4 , ��£ tfi< q� No y `.,I , t yJ� . '4:' •-'. •''!a� rs r' �.�,-_'-:, 'I } .,;; fMr s'. >.., `_ cx'"r".TsYTf _,'.d{,i-�b ^`t�,5 . R. • .S' AL ._ • a.. k tiff N I• Y �. � .. �r -.. � ... 4..��.0 ..b . .. ;'.e 4•..� r.J •' ♦ ,. -..1• r.. .%.-. 6. !. y. ,. K. .. . I. .. �. ... .,. 1 ... .: .... . sue• ..- - r•". .. ., \, f. �•�.. ._�,.. r . i a. _ !r m �atf... b d 1 '� 8a H41 .�. e- rs Sf . 3 a a. }yam �- R.. 6 %. a bl »� . :al•• d a .. .'� .. r. 'tlt ...�".. .,........?i. _ -. •.-fii.tti. -.. .. ., _ o..�.� .z :, s•..., ..> r_ .,. ..-...._< rr.. ....... ..4.. - ,.ia5.3n Xr $. � 4t:�i,.a�st 7 � .� o-d � : .. .. .. _. ,��_ ,�r�„s... .•.. r ., .,'. r .. -. . .. r � .. s, ESL. .r� `.a--�.. �,.�. - -. ,2, �+` • � ++^,�/ .. � �a�. u a.. 3.. + _ _ .. � x.. � _ •,-Pi_�'«^s"�wt _`li.'�.+a� _, ..dd£'-i� s � �'�+F' *� f ,'ft�., ' `•�t -, .�.:y rh ��1''-I.. J::�, _ h 4,"tY! yt i .,;^+ �, f'R. ,¢'. , v�.. .{.,. `•.'� a �,4 •' " 1` "S''t i , Nr _' .7 •i'••sr . a ! }�+' .�` r 'i ;1 1•" K :t. 'ai'' ,'+,"•' "�• i, 'Z,• .:c �: .r. 'y .,*+. .v''n :�'Y ht ., - .'�. './., _ ,Yg.. .� rr,.1'�t°-•`9�� ., . d 'l;4 ,.t {1 ... , 114 LEGEND- ,• CHD A _-14'-14" l 1,366.35'/ ■ EXISTING MONUMENT FOUND � M eox T = 14.75'� " / , / � � �,�� �_, � • • EXISTING PIN FOUND ET No. 226J L = 29.5� --- o PROPOSED MONUMENT TO BE SET BROKEN ION. ` - �✓ - , BR�EN O PROPOSED IRON PIN TO BE SET / \ MoNUMENT / SNET ` \ PROPOSED HYDRANT 2 2s // \ \ \ \ / •w / �, J m PROPOSED GATE VALVE ^T. N/F �;827 /% �-- .� ,.L ti10RGAN J. �. MC5r%MAC�P1 CA\11TAMV L•AAILJnI c i _ - , w TRAP Hnn ''•• V- f'RVF"VJCIJ J/11V1 It1TC 1 MMIVTIVLC � -' "" "'• I - ® EXISTING SANITARY MANHOLE '� \ \ \ `5 /A �t Ut. / 1 INV.= 50 \ CONNECTICUT / INv.=s5.2o ( . J 1 ~ � \- / RADLEY, JR. 3 N� 1 1 1 /" • . 9 ,/ t 8 , 8 \. , / L.P. S�(E'T No. 2262 S,0 S � \ \ /�\ • I / i .. ..,.. % � . ' i \ 59. t•..• \\. • ` ! NV=54. TRAPROCKI BERM (TYP.) \ TO ELEV.=P4.0 1 , ` -`�\`,�``` • / Coll 2262 F \ \?0'11 t � B 26 t I 40 - - •' l� T.O.W.` \ / # h 60.5 / ,� 1 ii ♦� B.O.W. 59.5 ♦� J / SED.CB f 8 7��/ T.O.W. 60.5 I INV.=55.010 ; f ''QOURS FER ,� \1 / \ B.O.W. 57.0 ♦ , �` T.O.W. 62.0 �`� � { � • \ // ��� `� � \ •' -''� / 1.25 ♦ B.O.W. 57.0 S. / _ ice,. ` `♦ ♦ / ``� ` ; \, .'' i �` / i J SNE�'Wo. 26l e' \ #3 N F 0 r r ♦ `. / l 61.25 \ TFB--60.50 --- . EX. rWOODS JOSEPH W. JONES % l G11/ £ Rq/ i ♦ INV.=56.33 ♦ ' / L `. ` POLE STA !G C!N -TF TRAPROCK BERM (TYP.)\/ i i♦_ CB#4 x _�--" x WV. N0=54,92��,, T.O.W. 60.5 I TO ELEV.=54.0 CONNEC77CU�''" '- - 13J• �SU 40 �/ 5�"'\5 B.O.W. 57. 5 /\\ `SNET No. 226,4,, // - -_--' IV Y=J6.GV VT (� ` ,�/ `\ .' T.O.W. CB#7 \ INV=54.12(18") V f 0. W. 57. 60.5 TF=59.7 ♦ • ` / - / INV=54.19(15") 60.9 INV=55.53 _ T,O. 5 i � J • 1 B. 9.0 t j 59.7 / ! T.O.W. 63� / PLUNGE POOL EX. RA/LRQAO Ex ;• B.O.W ..88.0 FLAS4IERS MAIL %BOX ` •• _ _ _ ___'Fr7 25 8 "�yy_-6 / C 59.2 / 1,80X i 6>2 --___-_�_EX. _WOOD TF 9.75 8 `59.5 \ • J H. P. EX. MEADOW \-/TF=60.95 -- - INV- TRAP HOOD __1 x INV=53.88(18") INV=56.68 J--`-'S8 - _ = .50 ,. - 61.0 r"-' `6p� - - - _,►+ 1$'l� t 1 It 2 1 r %/ �, �` r ... J 1 26 22 i #9 - 22 61.1 1 - 1 58.75> EXISANQ - NV657 07 - 1 61.5 18 14 D.CB .-- t g (TV.) 1 554.54(1 �- ''- ` ' ---- I0 BE ` - - 61.75 x 1 (-------- S 1 60.75 j4 g prel f2 I l N =54.79 \ % 59--- J • RAQ` - 1 I 60.2 x 60.0 I----------- x x �'✓ }4 _. 61.7 / EX. 24» MAFLE XPAD C % t 15` --- - - - 59.50 1/ /! l %i • ' r � EX. B/ . � �' 12 `. fX/S7J�VG `.\ OR/�£ °' ,� 10 1 C # AP -- / / 6 62.0 =59,50 59.5 I CB#1 INV= ' / T AZED f ' \ CB 15 TF=59 5 5 / E ?4» MA l ; l % \ w�TRA OOD INv= 0 5 1 %'"' 11 \ C 1 T 60.20 CB 1 60.5 J / INv=56.1 = 5 V=57•,26 INV=S 6 NV.=55.25 1 6#12 , CB#21 ! J 1 / EX, 18 E>t/ER�REEN ; / / �� _-,_ TF=60.95 SED.CB RUNE TB#14 RppOSED S".1 ', NV 554.55(18") /� / c' 1.5 NV=56.28 x 59.50 9.� CB#20 j CB 24r iQA ' EX. 4 INV=5 g'mP1 i -~' •• l EX.4 M,�t�LE l d u CB to 4 MAP TF=61.40 INV=57.35 5 1 1 59.5 1L- R``• �� ; w TPA 0.5 C #19 W/TRA D 1 5 1, � - ! / U / / f 5 59. IN 54.85 (1 IN .=55.10 (1 ' / EX. *000S 59.5 399.83 INV,56.0 K r. x60.0 EX. MEADOW 1 \ TD#1 x 60.25 1. _ l % 4 r PLE l J n'p � N V 557.50TFW . • i l CRETE _ PAVEMENT f , w * � . i i r l l i Tga, ---------- J ,1 f t EY „ MAPLE ``` EX. MEADOW x 60.10 0.;5� _ 0 22 TB'�59.20 4.2 CB#23 ,/ t W/ FflAP HOOD ' t , � INv=55.78 T,F`--58.75 ; INV=55.20 18" INV=55.45�15"3 I ----J / 1 1 ;' ; 1 PROPOSED BtALDINC N so.so jt' 1 150,000t sq.ft. ', w_ x 9 0 I J I • ' J r JI � % , I 1 J/ l � • I � I J i J /r I ' J i , • / / / J / J \ 1 i /- t v{ gyp, g- _ t I / • \ f 60.20 EX. WOODS % i 0.5 t ONCRETE PAVEMENT CO,APAc CB#25 i' i - JJ �' • PS" CMO TD 2 TF=59.25 / r , \ OUT E DROP MH TF#58.75 60.25 INV=55.67(18") =6 .5 INV=57.50(8") x CB#24 - % INV.14-53.5 r' �� • `� \, r ( INV=5.50 6.00(18") INV.=J49.26 _ I TPra INV=56.63 e �' -- -_� - _ - "'` - J ' �.".' 14.25' BEND l I X40 rd ,41,A/A L_ ICES A� � LOGA770,�/ j � � � � oNCRETE i � 60.0 \1 %/ � � j ERAL " _ ,, .�"�'~ ' '' O/c t 4� ELtG G r Cow/v.c/%t.4T7v�/S G/.�l�S �' 60.o, .�-�"� '2-45' BENDS / 1 y PAVEMENT x - / 1 E BEND - _ - - - / // ; ' 1 / ( 60.2 - r � / E 1 /PROPOSEq CTR{CAU , �1NV-55. 65 CLEAN OUT TYP.}VERY 1 0' - _ % TRAN R ER PAD Eg9.83_'_ '`•� .3 NSF / 2-45'• BEND\., _ - - _ "-� NIF BIDINFLL ACRES, INC. \ R LINE - _ - r ' / , '�- • �. PRIVATE FIRE WAIF - _ "'"'�"~- r BIDWELL A CRES, INC. PROPOSED DO�t�-wp-�R'LItIE + _ w 11.25' , -------- --!- ICIE 45� BENDS �,,r...-----''�,,\ `\ -; jr ® / 1 GAGE O, /N�--'-----"----- _ 2-'-'�'" REFER TO MEC ANICAL & E CTRICAL DRAWINGS -/- -- /0000 FOR DETAILED UILDING UTI I DIES INFORMATION. s 1 UNLESS OTHERWISE NOTED. EXISTING t1TIUTY pp, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 SHEET _ i PROPERTY SURVEY RESURVEY PREPARED FOR ° LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �' �r , Sum u4 �o to t /I9 REv.uY0UT1dPO lum NNErIP01 OF THE REGULATIONS OF UT" AS END STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN DST REALTY INC a INFORMATION. ALL EXISTING UTILITIES SHOULD 9 12 THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE �S��n a� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ° tt a ItfNSE AtO A17D NJRJliS MOIES Ai Pot MEgiAIiGAL ENOR aM IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 D Y0 40 a0 v, 7 10/13/b6 ADO PAIKII9 R 1�EYAR6 RAq Ells to a 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD s 9/30/m Rr*W SPOT /11A9cs t,Oopp� gT,0M1 SYs1W EUN ACCURACY CLASS T-2. r w BY A LICENSED LAND SURVEYOR PRIOR TO 4 9/1e/•6 REV. WARM A PROP. $70M SYSTEM, DENIM WATER It WM LM ELM TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ Of esSionaIs Inc¶ 25 j�4'jj jj jj�T(�T®�j jjQ � I� }j� t CONSTRUCTION. 3 6/21/1i6 AMBURNHAMMIMTTWO ELM ( IN FEET) � DESIGN.•ELH ,hRAw .ELK CHECKED: !1 iLi1i®ue111�7v1+ A�7 m 1�1.1Li� EUi 3. THIS PLAN IS INVALID UNLESS IT BEARS THE z slna� Rl, AS PM %W FAF COWM t AIID IIUIF4IEJK am 12882 1 inch = 40 ft. I AB NO.: 98-1115 DATE' 81719 8 IMPRESSION SEAL AND OPJGINAL SIGNATURE Civil Engineers Planners Surveyors Cl;CIS��,�� N�®� � � �� 10 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road south windsor connecticut 06074 DRAWING NO.: G• ✓OMB 981115 981115SP.DWG -.mot-.. ,. 4 -, ?}` .- r. .�y ,.. .- r � P ., p ... � r [ ,1w.,- . +. �-ILi5 J ri" i7 1•. L h e f ! .. 'i .� 4 ♦ r tv �'.-.. • �f •r.. ^ y • : y,.., 1r. • J'• ,.ii F � _ 4 •.: -. 'v .-. , t. �. C� t M� /4 � T Y. Z.- F'- 1 •S. � A .J •k S. j �b `�r -IR' a ''f1 � .•1 r � , �' +� r.. t r ♦ ' �. ri .t ,.. _•.' i. - T .III. o � �... ,• s aE r - { $: Y r y a •Ml' ,4' L • INKI n •� • UPSTREAM STORM STRUCTURE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE Cap 78 LF•-15• PERFORATED ADS N-12 O 0.005 CBF CB/2 84 LF•-15' PERFORATED ADS N-12 O 0.005 C8/4 09/3 14 LF-15" PERFORATED ADS N-12 O 0.005 FPF CB/4 CB/4 68 LF-•15' GRATED ADS N-12 O 0.005 cm CB/5 78 LF-15' TED ADS N-12 O 0.005 FPr CBF CB#G 12 LF•-15' ATED ADS N-12 00.076 FPF' CB CB/7 72 LF•-15' FORATED ADS N-12 O 0.005 coos CB/8 78 LFM15' PERFORATED ADS N-12 O 0.005 FPF CB#9 0 30 LF-15' PERFORATED ADS N-12 O Q005 FPF Cep CB/11 70 LF-15' PERFORATED ADS N-12 O 0.005 FPF C8112 CBf12 70 LF«15' P21tMATED ADS N-12 O 0.005 FPF CB/13 C8/13 66 LF_I5" PERFORATED ADS N-12 O 0.005 FPF CEWS CB/14 14 LF-15" PERFORATED ADS N-12 a o.00e FPF Cops CB/15 66 LF•-IS' MATED ADS N-12 00.005 FPF 08/16 CBj,6 66 IF•-15• PEWORA70 ADS N-12 00.005 FPF CB/17 CB 17 90 LF-15" PERFORATED ADS N-12 O 0.008 FPF CB/9 CB#9 84 LF•-18' PERFORATED ADS N-12 00.006 FPF BASIN BLDG. 90 LF-15' PERFORATED ADS N-12 00.005 FPF C8/19 C3/18 30 LF•-15" GRATED ADS N-12 O M005 FPF Cefig CB/19 39 LF•-15" "ORATED ADS N-12 00.005 FPF CB#20 CB:20 144 LF•-13' PERFORATED ADS N-12 O M005 FPF RET. BASIN BLDG. 115 LF•-18' AIM ADS N-12 O 0.0055 FPF CB�24 CBP4 86 LF-•18• ATED ADS N-12 O 0.005 FPF CBW r CB/22 66 LF-15• GRATED ADS N-12 O 0.005 FPF CBt23 1 CBi25 94 LF-18' PEFIORATED ADS N-12 O 0.005 FPF CB#23 CB#23 130 LF 18PERFORATED ADS N-12 O 0.005 FPF CE}j21 CBR21 134 LF-Ir PERFORATED ADS N-12 O 0.005 FPF RET. 08/27 26 LF-15' PE W1ORATED ADS N-12 O 0.0075 FPF Cafn' C8126 1 15 LF•-15• GRATED ADS N-12 O O.D33 FPF ENDWAW Lc � - .' "-'a4's a �i' _�.;t�;.. � .. tP'SF .,;• 7'�`= 4`�'�s..: �t^-•scx 5,r., ;� •vc+„ r , - .. 4 r :* r �,+ � � r c'�' 1 .✓.`�L , •'t S!' � `h � -. I 1A: � btu. •. -� . K W, • el 10,101 40 60 n ` I - _ EXIST GRADE _ _ _ - -�--- ------------------- PROPOSES GRADE 100 YEAR STORM EL=55.48 STATIC WATER EL-53.5 50 F N m- N SNE BOTTOM ELEV.=43.5 40 SIYE`T No. 2262 2262 Jf CB i % r IFS'• \ J =61.5 -- d V=57.07 STANDARD RIP MATCH EXISTING • • . , ` - INV.=55.0 (24") EXIST. 10WDE R/PRl4f�..,, 40, (3 EX/577NG 48" --------�_,� _ ,;� ;=. �; �,�, _ _ _ '�'• ..LADS BUF CONSrR / N FROMTN C IAA or SECURED _FOR T No. 6S 901-GP O ,� ' G / _ PIPE INSTgICAnpr� p % ✓�(-G�7 �' R OR TO CavS�"n E a eE 9.36 P a -__ / \ ET FLAG 1 + O 2 i- O 3+ 0 ��\ GAO C, \\ / � / dcSWEET FLAG I IS '` EMERGENCY DISCHARG � � . • . •' •_ • G SECTION "A -A" THROUGH POND \ \ ` NV.=55.35 (24") SCALE: HOR. 1'=40' / VERT. 1"=4' GRASS SPECIES TO BE PL AL G / X43,5 = ANTICIPATED WATER LINE / OPEN WATER TO BE DETER / i � y i 265 0' E SHEET As RNOTE X43.5 2 �0 TP D' Gib `. - - - If ANTICIPATED STATIC WATER ELEVATION 53.5 t / BOTTOM ELEVATION = 43.5 11 CATTAILS, SOFT STEM F S BULLRUSH & WOOLGRASS / S. OFT TEM M P. xPOND AERATOR 61.0 BULL GRA do / ' / �♦ / _ • • • • • \ O SEE SHEET 9 NOTE U SH / I kCc� TEMP. EX I NN i'No. 2264 �/ �/ NOTE: - , ` 8" C.M.P. aO EXIST. 18" C.M.P. IS TO BE EXTENDED 55 L.F. Il V:~� rIN75 X43.5 (� / PRIOR TO CONSTRUCTION BEGINNING ON THE NEW %1 M -5 / ACCESS ROAD OVER THE EXISTING SWALE. PIPE / T WILL REMAIN IN PLACE UNTIL POND - CONSTRUCTION IS COMPLETE. THE PIPE WILL / THEN BE REMOVED TO A POINT 20 L.F. WEST OF EX. 18" CMP ••. � I STATE OF V, l THE NEW ACCESS ROAD AND MORTARED SHUT. IN=57,0 �� ` - - j CONNECI7CUT / EX. CB 80, l / / W,q7 �C O CHD _-14'-14„ // t/nnwEz �` O RSF 9 / J ; = 1, 366. 35',i � EX M BOX T = 14.75'� ET No. 2263 L = 29.5� BROKEN MON. �'�=_� -°4`- It I � BRO EN 1 \ MO /tJMENTTRW \ / If N/F / B 27 J �` \ / / / W/TRAP Hoo i J C` l ORGAN J. STA TE OF 58 50 ' INv.=55.zo % /t / RADLEY, JR. 3 CONNEC77CUT I N l 1 59. NV=54. TRAPROCKI BERM (TYP.) TO ELEV.=�4.0 10. T.O.W. B. O.W. 59.5 SED.CB / V.=550 INWq�R 1 S T.0 W 60.5 \ / INV.5.00 euFF % �OVR B.O.W. 57.0 T.O.W. 62.0 / 6t. 5 1 25 B.O.W. 57.0 ,I S. NIF 61.25- TF 60.5o , ` __ _ _ JOSEPH W. JONES i l v10E R a,�"'Alt l \INV.=56.33 / ��, \ / 60.6 _ CB9 / x TF=60.2a TRAPROCK BERM (TYP.) CB#4 �"- x-' INV.IN=54.92 -- T.O.W. 60.5 / TO ELEV.=54.0 y \4 �� / �••••"' �(f40 / '5 0.25 B.O.W. 57.5 INV=56.25 60. 5 T.O.W. CB#7 O.W. 57 / - / INV=54.12(18") _ \ 60.5=59.7 / 60.9 INV-55.53 T,Q .5�f - INV=54.19(15") a.. i / 9.0 59.7 1.5 ` / PLUNGE POOL 8 W,.- 6 C EX. M ' _ I EX. Tf 9.75 `a2.0 ME, ; , :')ea �I�? `•; INV= 53.88(18") I - =60.95 - �----- �__--- -_ INV- T -BRAP HOOD 59 5 - J 61.0 H.P ' INV=56.6 J --$8 -- .50 �- 59.50 X v is ti ate ' - REFER TO MECHANICAL & ELF RICAL DRAWI S 1 FOR DETAILED BUILDING UTI,�1Ti S INFORMATI UNLESS OTHERWISE NOTED, EXISTING UTILITY SHEET a N REy, PER TOM Kw THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- 1 THRU 20-300b-20 � 860 . 291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR 40,- o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 10 1/21/" Rev, tAYWT FOR NEW Pow OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN . it- I�fIft1IJV R INFORMATION. ALL EXISTING UTILITIES SHOULD 9 12/2+/98 t u ,o ELM THE STATE of CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE DS'T I�■E'A. TY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a 11 13 9a REVISE AND ADO unLnXS h NOTES AS PER MECNMRCAL OW ELM IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 esign +• + 7 10/17/9a AM PARKING DIMONSIONS k REVISE SMARO RADII EW INC• , �•,aa ,s• 06 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD a 9/30/94 REVISE SPOT OR*= a PROPOSED SIORM SYSTEM ELM ACCURACY CLASS T-2. c i , R ., a 9 4 9D PACKAOE ELH T �' J� i� p t �w BY A LICENSED LAND SURVEYOR PRIOR TO 4 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. &rofessionals, inc■ , tik 1K9/1a/+s REv. GRAgNG dt PROP. STORM SYSTEM, DESK,YI WATER k ffYtER LINES ELN CONSTRUCTION. a a/21/=aADO aURIRIAM snTrET TnPo ELfI IN FEE1 )DESIGN. ELH OR.q LAN ELH CHECKED. R<JA � w s a/n/oe REvrsE wETLANo oeuWAnaN t ADD ;. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE a s AS PER TOWN STAB �ENTa aH 12682 1 inch = 40 ft~ JOB NO.: 98-1115 DATE 817198 .' ce'""i -' � ' 4 1" " 1 ■ IMPRESSION SEAL AND ORIGINAL SIGNATURE g y r t S9 I k , .k`1■ ,,,,. lJV Civil Engineers • Planners • Surveyors CIS OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL UC. No. 165 south satellite road south windsor Connecticut 06074 DRAWING NO.: C.' ✓ 981115 981115SP.OW'G MUM � ' ;x .. , „ 1 1�:UT ,. .. i Ili .. tr.% "11•,3't r .t �•' ..•h. _,wW'.j'! 1:`L'�!T' _:.,r•n�i�:i.'[-5 ?R. 13 '., Irq :.: L'.i •�•,y�to %-• �,Y' s,; .. £:r net,. �, •3.s. ;,fit. I j. �,. � _}S y, :S,y:"7+ .�,••, °W` r� rrr v '.� r{��' n Q}, .,1* - r!!� L `;r .�'��s8,'1°' .,y� 1'.,'�+.i"i!�1� , ,, < .. ..i .. _. .: .. ...'-..l'.. :-. .. of :, ... .. > _._ ',.. ' hX •'T',. ,, 'n-...� �Y',:�"'.0 � r G• - .._ v r • / utsw� ..� aYDR'xsr, . �Ts.9Nsfl�+ai�� , �o r •a:xs..,,Yx'a, ��T ,.��ks4w�1 ,./:ems' t�csx.,c .s�S *� ice} � ,.�y',�;�y T 'kllits/>Ra '� f�AYs �F�C�,'4�A�`• w4+#•��' iR',�!!at• _. + ,,,+�, ! _... ..�yY �r e r. `y .r .may �4+�1R�`.x+kr.�,:�e�Qfz:� �xs��t,�..�� �,1�- �.�: �'F+�.``,�5r•'%tz�Mi'i .i�s��,+.:F'� 4 ''i,�:' 4?r +� ����.; tit ,.�:� .g�x�s>.s,,• ��� ,'::��'�`���. 26 22 22 61.1 -- 58.75 D CB 61.5 18 14 -58 75 I=54.54(1 J----------- - 6 t . 75 x 1 60.75 12 ` ---- N =54.79 - 61.5 i %; �14 9' Ice.) x 11 X _ T 14 61.7 ! 60.2 60.0 I y 12 M= / \ \ PROPOSEDO,000f sq BUILDING \ � • / ' FFE=62.75 \\\ .N A AT Low Pa"T 50. 1 YDRAN �-8" SIAMESE CONNE TION POINT a"---- _ /2"TEE 8" FIRE > -5 p .SAN.INV-55 5 pLow p4" DOMESTIC W R �,��,,_END �12" FIRE CLEAN OUT (TYP.) EVERY100BLY �\ REWATER LINE DHYLY PROp04" �EST1C" --r,-_- - P LAN 25• 2-11.gENOS SSCALE 1 "= 40' - / --- --- 2-45•gEND--��� \ - � > ---- / ----- ----// - -�-w % O ✓ Q SANITARY SEWER STANDARD NOTES o 1 1t 70 1 1. L CONSTRUCTION SHALL BE IN ACCORDANCE WITH METROPOLITAN / DISTRICT STANDARDS AND SPECIFICATIONS. 2. THE SANITARY SEWER SHALL BE CONSTRUCTED UNDER A DEVELOPER'S 68 PERMIT -• AGREEMENT BETWEEN THE DST REALTY - CONNECTICUT, INC., AND THE METROPOLITAN DISTRICT, AND SHALL BE BUILT BY A LICENSED DRAIN LAYER UNDER PERMIT BY AND UNDER SUPERVISION OF THE 66 DEPUTY MANAGER OF ENGINEERING AND PLANNING. 3. SANITARY SEWERS ARE FOR SANITARY SEWAGE ONLY. ALL STORM WATER, COOLING WATER, SUBSOIL DRAINAGE, AND OBJECTIONABLE INDUSTRIAL 64 WASTES ARE EXCLUDED FROM SANITARY SEWERS BY DISTRICT ORDINANCE. 4. SUBSOIL AND SURFACE DRAINAGE SHALL BE CONNECTED TO NEAREST STORM DRAIN OR WATERCOURSE, AS APPROVED BY APPROPRIATE AUTHORITY. 62 5. ROADS SHALL BE FILLED AND COMPACTED TO AT LEAST 3 FEET ABOVE TOP OF PIPE OR ESTABLISHED GRADE BEFORE INSTALLATION OF SANITARY SEWER. 6. ANY PROPOSED WATER MAINS SHALL BE INSTALLED AFTER THE SANITARY 60 SEWER. 7. ANY CONFLICT BETWEEN THE PROPOSED SANITARY SEWER, EXISTING UTILITIES AND DRAINS WILL BE RESOLVED AT THE EXPENSE OF THE 58 DEVELOPER. 8. 'CALL BEFORE YOU DIG" - THE CONTRACTOR IS HEREBY REMINDED THAT TITLE 16, CHAPTER 293 OF THE CONNECTICUT GENERAL STATUES 56 REQUIRES NOTIFICATION TO UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. THE CONTRACTOR SHALL CALL 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO BEGINNING THE EXCAVATION, 54 9. ALL LATERALS SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER AND SHALL BE INSTALLED AS DEPICTED ON THE PLAN. LATERALS TO THE STREET LINE SHALL BE BUILT BY THE DEVELOPER IN CONJUNCTION WITH 52 THE MAIN SEWER CONSTRUCTION. CONNECTIONS FROM LATERALS AT STREET LINE TO BUILDINGS SHALL BE CONSTRUCTED UNDER INDIVIDUAL HOUSE CONNECTION PERMITS FROM THE METROPOLITAN DISTRICT FOR EACH 50 HOUSE CONNECTION. 10. BACKFILL IN TRENCHES IN TRAVELED WAY, UNDER AREAS TO BE PAVED, OR UNDER WALKS, SHALL BE BANK RUN GRAVEL, SAND, OR ACCEPTABLE 48 NATURAL SOIL SATISFACTORY TO THE TOWN OF SOUTH WINDSOR. PRIOR TO PLACING BACKFILL, A LAYER OF DISTRICT APPROVED FILTER FABRIC, ONE FOOT WIDER THAN THE TRENCH, SHALL BE PLACED OVER THE STONE HAUNCHING ALONG THE MAIN SEWERS AND LATERALS. THE 46 FILTER FABRIC SHALL BE FOLDED AT THE EDGE OF THE TRENCH AND EXTEND 6 INCHES UP THE SIDES OF THE TRENCH. THE FILTER FABRIC SHALL BE FITTED AROUND MANHOLES AND EXTEND ONE FOOT UP THE MANHOLE. ALL LAPS IN THE FILTER FABRIC SHALL BE A MINIMUM OF ONE FOOT. 44 IF CONDITIONS WARRANT, THE PIPE SHALL BE WRAPPED IN FILTER FABRIC. 11. AFTER PLACING APPROXIMATELY TWO FEET OF BACKFILL. OVER ALL UTILITY PIPING, THE CONTRACTOR SHALL PLACE A FOUR INCH WIDE STRIP OF DURABLE COLOR 42 CODED (GREEN FOR SANITARY AND STORM SEWER) UNDERGROUND UTILITY LOCATION TAPE IMPRINTED WITH AN APPROPRIATE WARNING INDICATING THE PRESENCE OF THE BURIED UTILITY CONDUIT. 40 12. WHENEVER POSSIBLE, THE SANITARY SEWER SHALL BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY EXISTING (OR PROPOSED) WATER MAIN. WHEN LOCAL CONDITIONS PREVENT THIS, A LESSER DISTANCE IS 38 ALLOWED IF (A) THE WATER MAIN IS LOCATED IN A SEPARATE TRENCH OR (B) IT IS LOCATED IN THE SAME TRENCH TO ONE SIDE ON A BENCH OF UNDISTURBED EARTH AT LEAST TWELVE INCHES (AND PREFERABLY EIGHTEEN INCHES) FROM THE SIDE OF THE SEWER TRENCH. IN EITHER 36 CASE, THE BOTTOM OF THE WATER MAIN SHALL BE EIGHTEEN INCHES DATUM! ELEV ABOVE THE TOP OF THE PIPE. 35 13. TEMPORARY AND PERMANENT PAVEMENT REPAIRS SHALL BE MADE IN ACCORDANCE WITH DISTRICT AND TOWN AND/OR STATE SPECIFICATIONS. to 14. THE SEWER LINE SHALL BE TESTED FOR LEAKAGE USING LOW PRESSURE `D AIR IN ACCORDANCE WITH SPECIFICATIONS FURNISHED BY THE METROPOLITAN DISTRICT. ANY SECTION OF PIPELINE FAILING THE TEST ' PSSAMH ,$ � w O F. > N _I In 44 mw r� D_ In 0- ` ) RLD TF 58.9 TF= 59, I PRO >OSED 4" do 12" WATER INES (C.L.D .P.) INV 49.26 IN =46.60 I q V=45.61 I 277 LF 10"PVCP 0 0.006 fPF 251 L 10"PVCP ® 0.004 FPF 24 7 LF 10"P 1CP O 0.004 FPF 0 PV WITH RUBBER -3 P "0" LY VINYL RING JOINTS HLORIDE PVC PIP M - 4 WITH R - 5 BBER "0 OLY VINY RING JOINTS CHLORIDE PVC PIE A.S. .M. D-3034 WI SDR- RUBBER POLY VNYLCHLORIDE "O" RIN JOINTS (PVC) PIPE SDR 'POLY P PIPE WITH R IN J ER "0" NTS i .- i D '- • '0 o w co 0 w M o w a0^, ai ai to ai to ai to of to of to to ai to w06 to to to SHALL BE REPAIRED OR REPLACED AND RETESTED BEFORE CONNECTIONS 6+43.59 WILL BE PERMITTED. 15. ELEVATIONS ARE BASED ON NAD '29. 16. MDC REQUIRES A WATER METER PIT WITHIN THE EXTENSION OF THE WATER LINE IN BURNHAM STREET. 17. THE DEVELOPER IS RESPONSIBLE, AT HIS OWN EXPENSE, FOR VERIFYING FIELD COMPACTION OF BACKFILL UTILIZING AASHTO T180 METHOD D. TEST RESULTS WILL BE REQUIRED BY THE ENGINEER. 18. CCTV INSPECTION TO BE DONE BY CONTRACTOR UPON COMPLETION OF SEWER AT DEVELOPER'S EXPENSE. 19. PIPE DESIGNATIONS: D-3034 ASTM D-3034 TYPE PSM POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS, DESIGNATION SDR-35 (6",8",10",12", AND 15") F-789 ASTM F-789 TYPE PS-46 POLY VINYL CHLORIDE (PVC) PLASTIC GRAVITY FLOW SEWER PIPE AND FITTINGS (6", 8", 10", 12", AND 15") A-746 DUCTILE IRON GRAVITY FLOW SEWER PIPE, CLASS 52 POSSIBLE CONNECTION CHARGE OR OTHER MONETARY CHARGE IS DUE IN AN AMOUNT BASED UPON PREVAILING RATES IN EFFECT AT THE TIME OF ISSUANCE OF THE HOUSE CONNECTION PERMIT. DEFERRED DEVELOPER'S OUTLET CHARGE IS DUE IN AN AMOUNT BASED UPON PREVAILING RATES IN EFFECT AT THE TIME OF ISSUANCE OF THE HOUSE CONNECTION PERMIT. FOR SEWER APPROVAL TOWN ENGINEER DATE DEVELOPER DATE i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE w INFORMATION. ALL EXISTING UTILITIES SHOULD 2 �9 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. u 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD L" w BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. ;ti. rye NOR 7+00 8+00 9+00 LEGEND O IRON PIN TO BE SET • EXISTING IRON PIN ■ EXISTING MONUMENT = _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE -& = = EXISTING SANITARY MANHOLE AND PIPE -O- PROPOSED SANITARY MANHOLE AND PIPE -- - EXISTING CONTOUR $ PROPOSED CONTOUR ® PROPOSED WATER GATE REVISIONS 5 2-18-99 rev per MDC and firs protection RJA 4 1/21/99 REV. PER TOWN 3 12/21/98 REVISE EXISTING & PROPOSED UTILITIES' ALONG ELH EASEMENT ACCORDING m 2 11/17/98 ADD DUAL CROSS-COUNTRY WATER UNES ELH 1 10/5/9E REV. UTIL EASEMENT NOTES, ADD GRAVEL ACCESS DR ELH N0. DATE DESCRIPTION BY t +a I� y * { wr r, i T t yam} .y104), 1 r `a Wt Q A w 0 04-14 &i M0 PROFILE SCALE 1"-40' HORZ 1 "= 4' VERT. 11 +00 i1pZ1061 1.5+UU 68 I 10, mat. •. I t 66 64 PSMH/��1 STA 90 :k TF-60. INV.=�7.60 r 62 60' \ .. 58 56 t w 54 ti 52 1 1 I 4.• 50 / CONTRACTOR TO TIE 10` soon WACAPPED C / \ \\ 48 INV=47.21 EAST I \ + \ f�US'TING I \ I 10 GRA VEL ACCESS DRI WE V-45.50 I I. 44 42 �� 20' UTILITIES EASEMENT IN FAVOR (\ OF DST REALTY CONNECTICUT, INC � II I TOWN OF SOUTY WINDSOR 40 I PSMH 2I ..•iro " 38 TFA5970 •.`�«. / INV.= 60 36 14+00 14+50 PSMH;#1 STA 14+19 TF=58.9 INV.=45.61 11.25• BENDS PROPOSED WATER PI METER G- -W --- ---W-" £X CL-Ce x'"E .SNE-D F 14 •��J h_t (Q, � Ff�► V ¢ +' 10, I ti.,.::,� .• ,,:. min. a Y y 20' TEMPORARY CONSTRUCTION EASEMENT / IN FA FOR OF DST REAL TY CONNECRCUT, INC. FPF / 27 LF tOcvP �"u / I /Y,17 ' TF=59.51 IN V=45.55--_ -- - G W.- --w BURS TREE T _ v SNET POLE Wf7H 2 RISERS M.PACE �, C�+11f o0'0' 860.291.8755 PROPERTY SURVEY RESURVEY PREPARED FOR � D D GRAPHIC SCALE �> es Pub CC STA- pfM STA 1a.� DST REALTY INC &ro essionals, inc. W ELLUNGTON ROAD DES/GN.•ELH DRAWN. ELH 61ECKED.• RJA ( IN » 1. inch = 40 ft. Civil En sneers •Planners • Surve ors •CIS 8 y ✓06 NO.: 98-1115 DATE.• 9121198 "` ? ` K ;r ` ORAWiNG NO.: C. AA✓OB 981115 1115util rof.DWG 165 south satellite road south windsor connecticut 06074 SOUTH[ WINDSO a i � �®�iECT1CUT �3 , .'4 -,♦ a �,' '.y�.. N� i s f •f .i A ._� •.• -.� , .:. !. '.;7XI , "t t LL r' r 34 , yc• r 1. ti '�, L' 4 J- 4 l !R it 2 %.,4471 S SHEET 6, 10 m b x n ••1' 1 h f tom•' .�`- 4- 3 ��% ,r 1 k �x J, � •i t i I n `.r. K"�'• r 'c• Al 1, ■ i rwe• 'N W� a qq • rl`•_- - •.`•♦-r •'L�l:.!i _13-,:-t^'�{�"' ] ,1n X`V?.�y'��^'�Y:l,'p`�• t � .. Y . •.11' S `tom.! y) I M.1� ; ]1 4r •. a °.' .1 k.�•,F`.i 1 11 °�4. �f A f� y,� icy ~'iN'••!- 1 1 ' e a p t. A 1 r . i> r, � - .,1b 11i•!y r ''i •�f .ro .,i' � .f .3F �1. '� �- I r• A � 'tf t.'. � '''Ifi t �y t+. i��� �- t F ,._ .5 SOILS LEGEND ' WuA WINDSOR LOAMY COARSE SAND, (6-3% SLOPES) f ' WvB WINDSOR LOAMY FINE SAND, (3-8% SLOPES) V, o NnA NINIGRET FINE SANDY LOAM, (0-3% SLOPES) 9 Ei STORM SEWER STRUCTURE F "i '1 61 61 "1 "1 ' 1113 D D 11,- ' WdA WALPOLE SANDY LOAM, (0-3% SLOPES) ` A 9 I�D D D p D Di' SOIL DELINEATION LINE \_6'CT D.O.T. 2 STONE TO BE PLACED / i D D D D DOVER FILTER FABRIC MATERIAL D D❑ D D SEE SEDIMENT AND EROSION 9 g n D D D 3 D D E SHEET FOR PAVEMENT WIDTHS �\ FLOW \ FLOW 1300 1301 9 3 9 g ❑ D D D ANCHOR WITH TWO 2"x2"x3' ❑ D D ❑ O V T C STAKES IN EACH BALE D D D D O❑ - ` -, _ L A N� S U U N nrinrl I J EDGE OF PAVEMENT f% .'' • \:. \ ` 1 ` `= ' THRU STREET AN APRON - HAYBALE INSTALLATION AT CATCH BASINS N.TS• g�-' y�� ----- N.T.S. j- �.' / � --- - �� O / _ .~ ,. SET POSTS AND 2. STAPLE THE SILT PO P �� / / �'-�+ 'w POSTS EXCAVATE A 6'x6' TRENCH FENCING TO THE '' (� OG - - - - .. - _ t . FOR TABILITY PDST 5' UPSLOPE UPSLOPE FROM POSTS. SILT END of THE POST 5�� RED • 5 G - - - - - - - _ AND SELF- FENCING !! g� � - - 7 95* r 12" MIN. i `` � , ,•: X `.I ♦♦ % tt • • • . r ` •"_,ram ... • a,.t = i - I SWEET FLAG BLUE FLAG IRIS IN% \ ♦ ` 20' S.Y. 7 ATTACH T6AAFILTER THWO EN POTS ANDEXEND TRENCH AND LL THE j-''�--' •` �� �G ♦ ♦ \ / / i ♦♦♦ FABRIC IT INTO THE TRENCH THE EXCAVATED SOILj'g--' ��`. X43.5 COMPACTED ,% Y / ♦ BACKFILL pa / ♦ ♦♦ O PO AERATOf ' X43.5 / 2265 i� �♦ ♦ \ SE SHEET 9 NOTE /22 CONSTRUCTION OF SYNTHE11C FILTER BARRIER - - / / ♦ ♦ / N.T.S. / `` _ / ♦♦ TP8' / 'I ♦ / ♦ CATTAILS, SOFT STEM / / X`'= ♦ % BULLRUSH do WOOLGRASS I /i ' _ H.P.TEM POND AERATOR BULL S, GRTA &/ / ' J� / _ ♦ 61.0 , 0 SEE SHEET 9 NOTE #22 ULR SH ' Oki ��JS / // ♦ \ X43.5 TP A ' j/ ` ` _ ,�' \ \ \ , 1 X43.5 / `_ICI 5 1 ' •sr . CH D &IJ l > Mr C EX M BOX ET No. 2263 BROKEN MON. 2TTPO SI�ET No. 2262 1 •i./.� TRAPROCK1 I BERM (TYP.) { •/ 1 \ .__` _ •� TO ELEV.= 4.0 EX. CONSTRUCTION �y 2262 ENTRANCE MATH Cg ANTI -TRACKING PAD y !" \. T.O.W. 60.5 \ J / l NnA % B ! �::..., B.O.W. 59.5 ` J / J \ �r Wq { / 1 _NOS�a Y .' .1 !•fit/t•j4 :' \ ^ �T.O.W. 60.5 / ! `'� RC}OVR 1 1 �Rj t \V J \ \``` 1 4 I • Sf 1 • t i. �. � '•.. �( \ B.O.W. 57.0 �. J { BU F 1 F t ;1 ti / l \ �• �� T.O.W. 62.0 % B.O.W. 57.0 .9, 5� I S. ` ; SILT FENCE �� /l J wlQf R �I \',\ ` `� 1 w"" t t'� ^ 61.25\ \ _ �i-1 %WOODS CTyp., J AlC to k` 0.5 `��` • 60.6 _ - \ \ / TRAPROCK BERM (TYP.) T.0.W 60.5 j J l TO ELEV.=54.0 75 0.25 B.O.W. 57.5 T. 0. W. O.W. 57. 60. J T.O. .5 0 6 .5 / \ \ \ I / PLUNGE POOL x I T.O.W. 61. x ; ` 'z. 25 8__ 6 / 59.2 /% ` { \ \ 0 EX. MEADOW J H.P. I 1 ` / 1 : , \ ------ -- J _� x l 61.0 15 26 1 22 - _ 22 61.1 58.7 1461.5 18 0. , -----------59 ---------- 1261.75 x 60.75 ' 61.5 j /'14 g'Irrt 11 xIt f ,60.2 r'' x - 60.0 \ 114 1 I -------------- X x i 59 50 REFER TO ME EL TRICAL DRAWIN S FOR DETAILED BUILDING UT[, TIES INFORMATIO12 x i. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS = 860 291 8755�®a�JU�YJUV PROPERTY SURVEY RESURVEY PREPARED FOR SHEET OD LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE SEDRIE5 2/3/99 REV. PER TOWN COMMENTS (DETAIL POND) KMIN CA INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN I S F 0 R SEDIMENTATION AND GRAPHIC SCALE esign C�Oo �`�G�� P�(� DS'T REAL T�; INC v w REVISE EXISTING do PROPOSED UTILITIES D F,r BE FIELD VERIFIED PRIOR 70 CONSTRUCTION. 4 12/21/98 ACCORDING TO MDC REVIEW ELH too 0 30 100 200 • �u No 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 11/16/98 REVISE SILT FENCE AROUND PROPOSED WATER LINES ELH 8 CD (A BY A LICENSED LAND SURVEYOR PRIOR TO EROSION CONTROL ONLY, AND IS NOT TO &rofessionals inc �� �������®�®�� CONSTRUCTION. 2 9/24/98 BID PACKAGE ELH (� 1►s!R j � � DES/GN.• ELH DRAWN.• ELH CHECKED: RJA 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8/12/9a AS PER TOWN STAFF COMMENTS ELH B E USED F 0 R UTILITIES CONSTRUCTION. 1 inch = 100 ft. 0 Civil Engineers • Planners • Surveyors • CIS toe No.: 98-1115 DATE:• 81,7198 to IMP aN SEAL AND ORIGINAL SIGNATURE ���� �II��®� �� +�II�,�•II• OFT '1mRf)FESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite rood south windsor connecticut 060/4 DRAW9'NG NO.: C.' JOB 981115 981 155P.DWG 1�6'.� a.+- r •f ,�s�rr .. t +,c-!� 1 1 }�" s y4ti� "`i .i . 4q e� '{.. ".S.• L M' 3�, .'1' rl' '.J'. ..!•file ( ^Ic i. 1 /lY 1+ '�• ! �'4 ..j.. g .t WWI GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE ENTRANCE DRIVE TO THE PROPOSED PARKING LOT SHALL HAVE 4'- 0 6" A 1 1/2" UP AT ROUTE 30. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 6' 1 /4- R 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR 1 /4" 1' AND/OR AGENT AND THE DESIGN ENGINEER. 1/2": 1' 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. c c a a a a 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE a CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL 5" CONC. SIDEWALK CONSTRUCTION, FORM 814". OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION 4 TOPSOIL DETAILS THAT ARE NOT INCLUDED MATH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT. DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 8' PROCESSED STONE 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT TYPICAL SIDEWALK S E C TI 0 N IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATER$. MOREOVER, CLEAN TYPICALLY EXCLUDES, N.T.S. BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES PARTS OF TREES TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING LAWN/ STREETS/ STREETS/ LAWN/ CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY 6" Min. 1 SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL screened topsoil T I Approved granular non -organic backfill Min. �� O O I- 12" Q material placed and compacted in one 0 12" Suitable backfill material "Ho-Pac" or 0 O 0 foot (max.) lifts. \ 0 0 O PAVE tomped per Metropolitan District O Warning tape per Conn. General Statute specifications and as ordered by the engineer. O section 16-345, as amended, placed 12' O 0 I Q (min.) to 24" (max.) above the top of the Q I 0 1111 pipe. Bank Run Gravel fill OO 0 0 Coarse gravel sand or Placed and compacted in 6" layers. No stare �- 0 O 0 �G _ iine nrnyel v�iifnhle fnr back Ill over pipe, larger than 1 1/2-. ^ - 0 p o 21' Min. Compacted in accordance Material sholl meet with District Requirements D.O.T. M.02.05 e 0 1 a a 4 Pipe, as specified 12" 4 4 d a 4 d- 4 1 2 O.D. /PIPE d 4 4 Metropolitan District Approved P PP 1/2 O.D. 4 'Q 4 9 - p 4 d a Filter Fabric Envelope (12' Min. overlap) PIPE 1/2 O.D. 4 Q Q Q Q 3/4" Crushed stone bedding material in directed by 1/2 O.D. PIPE Q Q Q Q Q Q Q rock excavation or as the engineer. The material shall PIPE 6" Min. Q Q 0 Q Q Q Q Q meet D.O.T. M.01.01.21 for 3/4' stone. Backfill to centerline of Q Q Q Q Q Q Q Q Q Q Q 6" Min. _ pi,,e When IUSinn Pnly th�Awne nr . rYi '•.•�'4-' i.'r�•.. ' . _j J, a J•. F'a 'x ' lY i �'1•• 1 a9 - A NOTES: 1. ALL EXTERIOR WALLS Ut CAICH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. m dd m 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. L 4, RED BRICK NOT TO BE USED. _j 5. WHERE PRECAST CONCRETE UNIT \. IS USED FOR SUMP THE TOP OF 5" THICK 4000 if CONCRETE SLAB THE UNIT SHALL BE AT LEAST a SEE PUN FOR DIMENSIONS BELOW OF THE PIPOU 12"O.C. FROM THE CATCH BASIN, 6. WHERE MASONARY CONCRETE UNITS \��/%\�/%\l(j�//%\//\\\ ♦\ A I ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". ti ° I� Ojo"��Z& / \' I+-- 4'-4" - J NO PROJECTION SHALL EXTEND Hi- 0 0° o- ° /� COMPACTED SUBGRADE SIDE OF UMIITS. 0 0 PLAN VIEW 7. ADJUST FRAME ELEVATION WITH BRICKS 6" 70 12' 9" THICK 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS PROCESSED STONE 9' PRIDE 6" of 3/4- TR J M P S TE R PAD DETAIL AT B UNDER EACH STRUCTURE AT BASE. APPLICATION OF GRADE-, N.T.S. V-7 3/8"=-- 8"- V-1 5/8" 4'-8 3/4" - Iin PVMT. CROSS -SLOPE BRICK LEVELERS w 0 m 7- I w 1" --1 3 8 fy 1 2.-a 3 4 IV 1 A.B.S. pipe. U _ 3-5/8 Y FROM 'LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND �- 0 x a: io o w 12" 12" 3/4" Crushed Stone w a I I o 3-5/8' 1: ''• BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. PIE I1Fi. to Top of Pipe 0 +' Varies - min. 2D � 12"L - 12" p V> O 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED EXPOSED HEIGHT OF BACK OF PIE �n,(A - L I ao ZO FROM SITE, NOT BURIED. WALL ABOVE SLOPE TO BE: 1a1 Y TYPICAL SANITARY SEWER 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION_ 7" FOR SLOPES OF 1-1/2:1 TYPICAL STORM DRAINkJ THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. AND 4:1 (Utilizing filter fabric envelope of PVC pipe) Ow BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 9" FOR SLOPE 2: 1 PIPE TRENCH SECTION N Z 3 CLASS 'C' CONC. f 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED fJ J w OR PRECAST C. TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON EMQA I o s BLOCK ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. NKMEryT I'-O•� I-t- L N CAST IRON HANDLE 30' PAVEMENT t :k; 13. WETLANDS LIMITS DEPICTED HEREON WERE DELINEATED AND FLAGGED BY REMA IN 8 3'-0" I 4'-0' ECOLOGICAL ASSOCIATES AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. _ _ f t I' e.s' 4'-4" --.-I CLASS 'C' CONC. 51 -4• ON JULY 20, 1998. -- - -- - I �.� < 10" c 15' n Ah/,f 1 ., /ram ,,.,f— TI ,C• r+l1sITT]l1, !,l' 1'1 ("T Cf�AI TV_l•r�Al Ali!`TI!`I IT IA1r' � � I � _ � \�\ I `X(_'cn_3•� MI., I CFC: TION R-R SECTION A -A } r• ''e 15. PARCEL ZONEu1SuTHE I I c291 (CORRIDOR DEVELOPMENT (CD) 1 u 1 IIV� -WFLOW LINE- I !- B -I e 6" Grp ryXRgCk OPE BITUMINOUS CONCRETE C RB -> >t L__�' TYPE C CATCH BASIN DETAIL ' 16. STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHALL BE I S pRESfNl :. 3/8"PER FOOT N T S. PERFORATED ADS N-12 PIPE. B 11/2 S D 1+i2 S 17. PROPOSED RETAINING WALLS TO BE DESIGNED BY QUALIFIED STRUCTURAL ENGINEER. CLASS 'A' CONCRETE--" o F s`� 18. TRAP HOODS ARE PROPOSED FOR CB's #5, 11, 13, 19, 22, 26. & 28. ill :'• 19. GRASS SPECIES PROPOSED ALONG ANTICIPATED WATER LINE FOR THE OPEN WATER OF WALL AT FOOT OF SLOPE FRONT ELEVATION t^' THE RETENTION BASIN IS TO BE DETERMINED. �117�•ii����il:! • • CATCH BASIN TRAP HOOD DETAIL WEARING SURFACE PLACED IN TWO.II LAYERS AND AN 8" STONE BASE COURSE. N.T.s. ' PAVEMENT CROSS SECTION � FLOW- 3 0 WIDE VE 4" STONE N. T. S. �-_. • 6' MIN. t <`1 4. :-t (SEE STANDARD DETAIL 1 FOR C❑NNECTI❑N) 4000 psi 6" STONE SEDIMENT BARRIER' ,, ar •• CONCRETE ' i • VOLUME BASED ON 'D' AND WALL THICKNESS AT / • \ I N,T.S. OF PIPE HAS BEEN DEDUCTED. BRICK DAM----- 6' MIN, (SEE SIDEWALK 12" y t . DETAIL) 6" TI S T A N D A R D E N D W A L L FACE ❑F -- A -' REVERSE 'Y' `-9. MANHOLE WALL • Y W F 15 R=z" h : 6" MIN. 30 OR 45 DEGREES a • o J - 6" Min 1 1 :t. 4" TOPSOIL AND SEED o of 0 0 - 48' VARIES a$ °a #;• .. �1, i',�1, �1�1, �1`I, COMPACTED EARTH l' I4 (SUITABLE MATERIAL) 0' 4" TOPSOIL SEE Rt: m o 0 / } 0 0 o C �� u o 0 o ` / \ NOTE: USE PROCESS GRAVEL UNDER CURB do ' 1" BIT. CONC. ,{� TYPICAL CONCRETE` -., . Fl 8" ROLLED GRAVEL BITUMINOUS CURB D E TA I L • WIDTH OF GRAVEL DRIVE TO BE H otitis I AS SPECIFlED ON PLANS. FILTERWHERE FABRIC REOURED ELBOW CURB DETAIL N.T,S. `,y} A A GRAVEL DRIVE DETAIL I N.T.S. N I.S CLASS 'A' j' NOTES: r CONCRETE - 9 CONCRETE OR , 1. Baffle construction to be of cast material with thru holes above outlet BRICK INVERT flowline, or mortared cement blocks with weep holes above outlet flowline. ELEVATION SECTION B 2. See standard details for catch basin frame & grate, manhole frame & 14"X10" FORGED ALUMINUM § rri SAFETY RUNG MANHOLE -r cover, misc. manhole details, and typical trench section. NOTE: PRECAST OUTSIDE DROPS --I I5" STEPS 1l�"0.C. TOP STEP +~ .. FLOW TO BE 4` BELOW FRAME S- -. 3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max) MAY BE ACCEPTABLE ' below top of frame elevation to 12" (max) above inside bottom elevation m at each access point. UPON APPROVAL OF + TOWN ENGINEER. " ;+ 4. Structure shall meet H-20 loading criteria. PLAN VIEW - 4 r p3 tt- SECTION A -A DROP INLET MANHOLE OUTSIDE STD. TYPE "C" C.B.(TYPE IV FRAMEMDC TANDACOVER et' 4" 1 Beam (9.5#/ft) ) 4(r HANDICAP MARKING DETAIL FRAME AND COVER ADJUST 70 GRADE WITH MAX IJ . T.S. 4.0- N T S OF TWO COURSE OF BRICK ADJUST TO GRADE TH I` I � i> CURB LINE MAX. OF I 8 �� I~ � FOUR OU ES STD. M.H. FRAME OF CONC.BRICK� AND COVER OD ` FlNISHED GRADE a J_0•o i - slope 0.6% 2 -8 3/4 w 39.19" j 10" MIN o Z dd I varies '4 ' I O (nom. 1 meter) i+- � t` PRECAST REINFOR 16"TYP CE I 090 POLY -DRAIN r , - CONCRETE MANHOLE - • •---,Ji r 0"- 6' TO 12" ,.F. W BELLOW GRADE -_ ECCENTRIC CONE --------------------- ----- ✓: ' 2'- 13/8' J cn CHANNEL SECTION x. m + - - L - W w 5" ; a r IY CAP & Q STEP REINFORCED CONCRE SIDE VIEW OF CHANNEL Q > \ MANHOLE SECTIONS TH 1'-1" 1 DIAM. BUTYL > to t970" POLYDRAIN CHANNEL �.1 _ - � w "0 RING" JOINTS • RUBBER SEAL 1- N X - HEAVY DUTY IN -LAY GRATE ` - -- OR EQUIV. -- STEEL BAR- 6E 5" LOCK DOWN BOLT ' _ 00 00000000�00000000 00 HEIGHT OF BAFFLE _ f -- 6' PVC. - 6•1" BEDDING CONCRETE ' r_ �Y 8 ATOP r < A 4'-0" DIA A PLAN VIEW EVEN WITH CL OF LIJ STEP o MAINHOLEEBACSEONCRE E Q a D s OU TLET PIPE _ I o a BEND .1 00 FLOW I - 19.70" I N �- 5 DEGREE E----------- P 4 D Q - _i I I \ p 4 p a 3'- 8" 9.4" ! 8. �� M. 7 f CONCRETE OR BRICK = MORTAR INVERT I 4 - + 6" 3/4' CRUSHED STONE FOUNDATION 22.5" 8'-0" - 6 -� !. �� Q4" Min. Q r kfi ' - �'_0" 7'-Q" �DffrflON of rLow 6- MIN. T_WYE' �3/4' BROKEN TRAPROCKL I\� Q �• �% �. SECTION B-6 UNDER BEND I `\ / 4"PREFO MED a SECTION A - A SECTION B - B REINFORCED PRECAST CUTOUT OUTLETS SIDE VIEW 6" PREFORMED INSTALLATION s' ---- ---- -- - - - --- - TYPICAL SANITARY CLEANOUT CATCH BASIN CUTOUT OUTLETS f a- SEDIMENTATION STRUCTURE DETAIL NOT TGSCALE MANHOLE DETAIL M'f , r (TYPE II) TRENCH DRAIN DETAIL tI T S. N. T. S. N. T. S. iZ r' 'a x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS REVISIONS i 860 291 8755 SHEET .i to LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �w S 12/21/98 REVISE DETAILS ACCORDING TO MDC ELH 7 1/27/99 REVISE FOR NEW LAYOUT AND NEW POND RJA GRAPHIC SCALE ■ esi nDST REALTY, INC. o A INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/7/98 ADD DUMPSTER PAD &DRYWELL DETAILS ELH o9 "' ''* • rofessionals Inc. w 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/24/98 BID PACKAGE ELH 1•� �`k BY A LICENSED LAND SURVEYOR PRIOR TO ADD MDC UTILITIES ac B NOTES DES/GN ELH DRAWN MHA CHECKED: RJA �j 9 E }� jj 2 9/16/98 ADD CONCRETE CURB DETAIL ELH ( IN FBET) , !id LL7S�lteli�G�®� �®AD A CONSTRUCTION. 1 n 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 a/t2/98 AS PER TOWN STAFF COMMENTS ELH 1 inch = ft. , Civil Engineers " Planners • Surveyors - CIS ✓oe No.: 98-1115 DAiE.• 817198 4 ; 11/PRFS9iQN SEAL AND ORIGINAL SIGNATURE �nv�T JL g7t WINDSOR 1 '' C®NNEC u. I IJT (W THE SS;ONAL ENONFER/SURVEYOR. NO. DATE.. DESCRIPTON BY NO. DATE DESCRIPTION 8Y 165 south satellite read suatr w!ndsor connect cut 06074 DRArWNG NO.: D: JOB 981115 1115DETA/LSDIWh' ° `' ` K r tY; • , . i - ♦' tiff W.. T f i •S t r t s r, •. .. .u-: - d. . _- ,.. :• '.: ..•. ,,,, e,.. .t= r:.. " :A 1 �-� fir-•. , . �,. .. t. ,. , , v r ,w. ". q � A . � �S. I, ` h h r fat - 4. • �.. ' ,, t+ r jI ti r C. a ris r ; 5S• r _ �- ,'.. - � t 1,, t y� w u t ,..,c' - t S �i. a a1�. 1¢•.' `L .� {. ',J ,i t 1 ai, 1 i_aAN •1 l i SUBBASE: 8" GRAVEL (DEPTH S�ALL BE INCREASED TO 12" 3 WHERE LEDGE OR ROCK IS PRESENT) BASE COURSE: 4"BROKEN STONE OR 6" PROCESSED AGGREGATE WEARING SURFACE: 2 1/2" BITUMINOUS CONCRETE PLACED IN TWO LAYERS t f 20. THE. FINAL DESIGN OF THE CROSS-COUNTRY WATER AND SEWER LINES ARE SUBJECT TO 2 2 METROPOLITAN DISTRICT COMMISSION'S REVISION/APPROVAL. ALL EDGES OF EXPOSED SURFACES TO NOTE THE MAIN DRIVE AND DRIVE TO LO DING DOCKS SHALL HAVE A 4 BITUMINOUS CONCRETE 21. CONCRETE CURB SHALL BE INSTALLED WHERE THE SIDEWALK ABUTS THE PAVEMENT EDGE BE CHAMFERED APPROXIMATELY 1", • AS DEPICTED ON THE PLANS. BITUMINOUS CURB SHALL BE USED THROUGHOUT y THE REMAINDER OF THE PARKING AREAS AND DRIVES. 22. POND AERATION TO BE PROVIDED BY TWO MODEL NO. 986A-10-50, ONE H.P. AERATION UNITS PROVIDED BY "AQUARIAN AIR-O-LATOR", OR APPROVED EQUAL. DIMENSIONS AND QUANITIES FOR ONE END WALL BASED ON S=D+2" D S H L BATTER B VOL. INS. FT&INS. FT&INS. FT&INS. INS FT FT&INS. CU.YD. 12" V-2" 4'-6" 4'-6" 2-1/2' 1'-111 4' 1.10 15" V-5" 4'-9" 5'-6" 2-1/2* 1'-111 1.45 18" 1'-8" 5'-0" 6'-6-.2-11/2' 2'-0 1/2' 1.83 24" 2'-2" 5'-6" W-6" 2-1 2" Y-I 3 4' 2.72 30" 2'-8" 6'-0' 0'-6' 2-1/2" 2'-3" 3.79 36' 3'-2" 6'-6" 2'-6' 3" 2'-7 t 2' 5.45 42" 3'-8" 7'-0" 4'-6' 3" 2'-9" 6,40* 7'-A" 6'-6' 3" 1-11012' 8.00* SEDIMENTATION AND EROSION CONTROL NOTES: 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBIUTY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. S. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. 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. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90jIL / 1000 S.F. TEMPORARY SEEDING: RATE PERRENIAL RYEGRASS 1.0% / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14. THE CONTRACTOR SHALL SPRAY WATER AND APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPUSH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON EWNGTON ROAD WHERE NECESSARY TO PREVENT BUILD UP. CONSTRUCTION SEQUENCE 1, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRONS AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT UMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. 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. 7. CONSTRUCT RETENTION BASIN SPREADING SUITABLE EXCAVATED MATERIAL IN THE FILL AREAS OF THE PARKING LOT. THE POND IS TO BE CONSTRUCTED STARTING AT THE CENTER AND WORKING OUT TO THE PERIMETER. THIS WILL ENSURE THAT DISCOLORATION OF ANY DISCHARGE WATERS WILL BE CONFINED TO THE POND UNTIL STABILIZATION HAS OCURRED. 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABIUZED PRIOR TO THE DISCHARGE OF WATER TO IT. 9. INSTALL SANITARY SEWER & WATER MAIN FROM BURHAM STREET. 10. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS DEPICTED IN THE DETAILS. 11. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 12. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 1999 ESTIMATED COMPLETION DATE FOR THE PROJECT - SEPT. 1999 SEEDING SCHEDULE ALL ORSTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WFTH A 4" MINNAIIM 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 EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND UMESTONE (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 RYEGRASS 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 - to 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 10 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE S+ INFORMATION. ALL EXISTING UTILITIES SHOULD 0 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. TO w 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 3-08-99 ADD ENDWALL AND PLUNGE POOL IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION �� 3�s7:tilatt�.,K,:r:�:�L�a�:;¢s:gca;lsivar���4.,�r� NAA.;srs:�.��^���`.�r:�as�►:'f•ioi�'s'�r'9'.,"'3:Ar�a'ssM>�i RJA BY A. . r- Iw' L' L: { t RIP RAP AT OUTLET DETAIL NOT TO SCALE 18' 3/4" DIA. STEEL -� 71E ROD 1 1 - Nimlm 24" FOOTING 6" 3/4" STONE UNDER FOOTING FRONT ELEVATION " DIA. STEEL I ADHERE CAP UNIT ROD TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE FOOTING LINE PLAN VIEW 0R _ ---FOOTING TO BE CARRIED DOWN h,-6" AS REQUIRED FOR GOOD BEAR- ING AND FROST PROTECTION 6" 3/4" STONE UNDER FOOTING SECTION A -A WING TYPE ENDWALL not to scole BRIO WN O.A.E.) ENERGY DISSIPATOR DETAIL AT 3 PIPE ENDWALL nts VERSA-LOK MODULAR CONCRETE FACING UNITS 1 IN�� ' •• ' m � �\ ■i �ia,o,,o ,o;,\ PAD 6" MIN FiRETANNED BACKFILL APPROX. EXCAVATION REINFORCED BACKFlLL STRUCTURAL 95% STANDARD PROCTOR DENSITY DRAIN TILE 4' DIA OUTLEI O END- OE WALL IF• A. a w 1'l?. '!'6 : Mew _ r1(e .h�'�A: t1` .; '1�1,6 . . ;; t��'�'1r ,T.: • �• 'Y - . -.N, •`I'�s,r, �.;;�� � •a,. - y,,.,, '#,� ><. ,�:•..pnL, {r •!_,'+�. "s' '�-��I '"#'��+�•+!�2 1't`i '`t,ar-1R ;1 L7 _wlt t d N g rr A� c �` r • ' �^ ' r t a'' iv. "'t ,. I �. [ , h�,.T N t;d` ais. I,� -." r< i ,py.! " A _'ti j R 4'a' : t. i•+ `.1�,1'xr•'I +•K. 4� �`'`�`• -��.,�,e r . ••r1 }r.. t,! i TYPICAL CAP UNIT �f .� 1 } Y �'' a 7'tj.• r,� 7'Ct`JC r lk y �x ". Y a {J' i-'wti•.:�". r. i '�C `•i}'r ADHERE TO TOP UNIT f5�, t ` fl . t ; et Y AY a• a y ! IMPETMQUS FILL MIN. 12 THICK , VERSA-LOK • 3/4 ; t d� !:•`I"1' MODULAR CONCRETE APPROX. ,t(' .ti • 12" • FACING UNITS EJCCAVATpN OPTIONAL SPLIT END 3 5/8" CAP BLOCK r 4 L I : '1 D_%04AGE FllL `K11 a /1 12 TICK MIN , �.* 12 r ' DRAIN TILE 4' DK ` L 1 _ I . OUTLET 4 END OF WALL e - OR O 40 CENTERS MIN t�• t LEVELING PAD 6" MIN. z: TYPICAL UNIT UNIT DNAENSIONS TYPIGAL SECTION-UNREINFORCED ' OW HALF UNIT a OR O 40' CENTERS MIN. CAPPING DETAIL I ` SLOPE TO DRAM (1/8"/FT.) SGkE' NONE I W/FILTER FABRIC -- - TYPICAL SECTION -REINFORCED MODULAR CONCRETE UNIT RETAINING WALL. sCNE: NONE \ -- w kU""rT 90' T 140" \ SECOND COURSE \ jne25' o 90' 1O°'"'r SECOND e Ear T COURSE 90' TO \14 \� 25' to FIRST COURSE INSIDE CORNER OUTSIDE CORNER CORNER OETAIIS DRIOUE ANr,LE CORNERS SCAU. vow SECTION X-X 18" INTERMEDIATE RIP RAP FILTER FABRIC (MIRAFI 14ON O.A.E.) 6" GRAVEL PIPE DIAM. A H C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' 4-1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1 ' 1 ' 5' 2' 4' 8 21 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' i' 8' 2-1/2' 5-1/2' 15 30 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' 9-1/2' 3-1/2' 7' 33 GRAPHIC SCALE ( IN FEET ) 1 inch = ft. >'Isifi r `U�.:aF'Ti'+iTw:SR?#Ts'<�'zt f ENERGY DISSIPATOR DETAIL GENERAL NOTES FOR CAPPING 1. CAPS SHALL BE PLACED ALONG ENTIRE TOP OF ALL WALLS." FIRST COURSE SECOND COURSE 2. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE 3. WHEN CUTTING CAP UNIT FOR WALL END DO NOT USA 6 0Ap SECTION LESS TFVN 6" WIDE 4. CAPS MAY BE PLACED FLUSH OR WITH A 1/2 70 3/4 OVERHANG ON TOP OF WALL 5. WALL CAPPING WILL REQUIRE USE OF TYPE A AND TYPE B UNITS. 90 DECREC 011iS VIER SO": NONE GENERAL NOTES I. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGN . 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOK UNSUITABLE SOIL. 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5. BASE SHALL CONSIST OF COMPACTED SANDS AND ORAVEL, MINIMUM 6- THICK' 6. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING. CONCRETE FOOTING SHALL BE UNREINFORCED. DEPTH OF CONCRETE (APPROXIMATELY 1' TO 2' AND COMPACTED SOIL BASE SHALL NOT BE LESS THAN 6" THICK. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12' FOR WALL HEIGHTS FROM 4 FT AND UP, 6' BELOW 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 9 DRAINAGE FILL 12" THICK SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 18" OF THE TOP OF THE WALL. 10. WHERE DRAIN THE IS USED PROVIDE OUTLETS O MIN, 40 FT CC. 11. BACKF1LL AND COMPACT IN FRONT OF THE WALL AS WALL IS INSTALLED. 12. COMPACTION TESTS SHALL. BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER, 13. COMPACTION SHALL BE TO 95X OF MAXIMUM STANDARD PROCTOR DENSITY. 14. SEE ELEVATION FOR GEOGRID TYPE. LENGTH AND LOCATION REQUIRED 15. GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRIO TIGHT PRIOR TO 9ACKFILLING, 16. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL 17. ESTABLISH TURF AS SOON AS THE WALL 15 COMPLETED 18. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. 19. ACTUAL WAL DEIGN INCLUDING REINFORCEMENT MATTING IS TO BE DONE BY OTHERS. BY OTHERS PRIOR TO CONSTRUCTION. NOTE: ACTUAL WALL FINAL DESIGN TO BE DONE BY OTHERS. FINAL DESIGN OF THE WALLS IS TO BE DONE BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF CONNECTICUT. THE FINAL DESIGN IS TO BE SUBMITTED TO THE TOWN ENGINEER FOR REVIEW. ® GRANULAR FILL it v� CONCRETE VBMriiiiiiiiiLOK L� NOTE: FINAL WALL DESIGN TO BE BY A REGISTERED PROFESSIONAL ENGINEER, NATIVE SOIL � --- ANCHOR (ORID) LISENCED TO DO WORK IN THE STATE OF CONNECTICUT. RETAINING WAIL SYSTEMS 0 I M NAITVE SOIL �� 4 PERFORATED DRAIN TILE. 'r r Ui.. ti .F F a N r _ yr . _ Y <`� e � 1[yt STANDAR� GUIDE RAIL STOPS g" STANDARD GUIDE RAIL CABLE'rT I 860.291.8755 esign rossionals., Inc. DESIGN.' RdA DRAwN.- MHA CHECKED: RJA ! Civil Engineers • Planners • Surveyors • CIS 10B NO.: 98-1115 1DATE.• 2109199 165 souttl satellite road south wmasor connecticut 06074 DRAWING NO.: D: JOB 981115 1115DETAILS.D Yy .' ti• jK,, . S.. - r �J `. S r r •- V A� # 11, l yNy C f " ,r^+�. �v f {'` , i' •� ht 1"."' K, v_'y4:. + K.L) T i�� 'L ,W.. t ,� v ��J P # ,EAi% %0,4. GUIDE RAIL TURNBUCKLE (TYP.); dA#'. GALVANIZED ATTACHMENT HARDWARE (TYP ) pq 4 - � �r��tY'fi• 'V t �51�y 4. 4.'. x ss11.a r .i41 PLAN VIEW r 3/4"x45• CHAMFER WOODLIFE PRESERVATIVE TREATMENT ON ABOVE GRADE PORTIONS{7 � Y 00 Or4�kyag, L w , + y��t'y:4; 1 CREOSOTE OIL ON ALL-,,,, ELOW GRADE PORTIONSI ' STANDARD HIGHWAY ANCHOR W•` •c �r *'�S 1 x ` L-J d ' • T Y� NOTES: 1. LUMBER TO BE No 2 OR BETTER ELEVATION WESTERN RED CEDAR-3., - - -- 2. POSTS TO BE FACTORY DRILLED;.' TO ACCEPT CABLE s 3. SPECS FOR CABLE -HARDWARE AND ANCHORING TO CONFIRMu;T. j� I TO STATE CODES. ¢ V Y Vrl D E I V G U{ D E RAIL 4. CABLE MAY BE DOUBLED TO PROVIDE ADDITIONAL STRUC- not to scole k4r3n' ; TURAL AQVANTAGE t y ■ �?3�I L j k� i S%+i xhx�,IFKy:ss3) y} I iy' f:.+�r{ i 45,1 .1 ,r._ •?Il'�.,*}t { jt4.'_rf-4i L.` +1R 'C F� r�J�}t ...k"'/,v!, ..o v* ,. 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OF wu ,m'-r ,Sf n" 1o0'-r ORDUW N;K 7 �K- 7 7 1117W-T� 7 77 7 mmrr k LEGEND 0 CHD 14 14" U, "=- Z13 6 6. ■ EXISTING MONUMENT FOUND M ox -T = 14,- .75' /�� `�-` _`` �, /� 0 EXISTING PIN FOUND -\,WEr No. 2 9.56C BROKEN MON. 8 PROPOSED MONUMENT TO BE SET BROIfE-N 0 PROPOSED IRON PIN TO BE SET SNET M"ONUUM"E'N"T 2. PROPOSED HYDRANT N F" OD PROPOSED GATE VALVE Nlf PROPOSED SANITARY MANHOLE ORGAN J. 10 1 Z. S TA 7F OF ('V' 1:1 A G EXISTING SANITARY MANHOLE ...04DLEY, JR. CONNECRCUF 19 S)g'T' No. 2262 0 > TRAPROCK1. BERM (TYP.) 59. TO ELEV.=04.0 2262 EX. CONSTRUCTION ` \ \20' / ; / 1 1 + �� `'\__ ~��`�� ENTRANCE CS ------- 40. �j T.O.W. 60.5 5 80, B.O.W. 59.5 1 AIDS PA T.O.W. 60.5 ` ;` FR�OUR I U�FfR �� \ \ `. B.O.W. 57.0 IV T.O.W. 62.0 PN PA k" 61. 1.25 ♦ B.O.W. 57.0 S. < / - 1-1 S 1. PC' A/ NIF 61S, 3 000S JOSEPH W. JONES O ♦ v 16 61.2�'- PN Ilk N 60.6 POLE STAX 2 T.O.W. 60.5 3 TRAPROCK BERM (TYP.) CONM�rTICU 5 P "I TO ELEV.=54.0 ! \ ., sNEr No. 220 11 3 1% PA % 35 1%� T T.O. VP W. 60.PA 5 T.O. 5 0 1 w 4 4 9.0 IV Pw T.O.W. 6 PA ROA \1`13. 0. W. PLUNGE' POOL fLA EX. "I ---` T. 6 1. MAIL 8 6 59.2 I EX.YEA D 0 W ; 81 It H.P. t PN It x Ij 61.0 - ---------- RA VIt ....... 2 61. 58.' \% 77NG - 61.5 18 1 \41 \I- // 14- ----------- 0. 9 -T-0 B E 61. 5 61. 0.75 61 59 --------- RM-Q�' + ­'-- 60 14 61.7 T \4/ -PAor- 1159.50 15 LAWN 0 -4Q Cr VPIS ,12 59. \4/ q/ IV ED 25 /\I, \4- 4 11 MA .5 4/ \I- + N K LINE 1.5 x (3.50 9.0 \1, 14- \1/ EX M'6LE" EX. 4 A/ I EX. 4' 18 80 5 YAPL 59.5 \1 41 "1 40 �HN 6 '24 Tp" AR 3 CAS 14/ %4/ 1 120 .5 A* B CAS 5 59.5 WILD FLOWERS 399.83' x 60. -1/ kXqlAk-ADOW 3 60 3 CK% cl BW CAS x 60.25 JI 16 Tp/j 4 PLE BW11' 6 Qq� N TF)j0 I 0. 0 LAWN EX, YAPLE� x 60.10 (TO REY 0 V&�),, r)( m'-ADOW It/ 14/ x #1900,� ---- - -------- JP Irk Q PROPOSED BUILDING Q5 150,000± sq-ft. Go EA 18" PLE I N Tip BE 0 - ------ VED) FFE=62.75O 60.20 x LAWN \1/ 1.5 EX WOODS V 4 It k AS 141, 14/ \4/ -7 P SM H 00 (OUTSIDEDROP MH) LAWN ok� TF=6 .5 .5 6 INV.ftf--53.5 60.25 :3 INV.my49.26 q, WILD FLOWERS\, 7 81 3; Tpjrlj 14.25' BEND 60.0 \1 2-45- BENDS 0 2 14" E-- ln,4.56.65 SAW. CLEAN OUT TYP.) EVERY 1 0' .11IP4ROPOSE TRICALI 14/ TRAN R ER PAD 399.B3'- NIF 2-45*1 kEND . . . . . .. ..... ...... 8 NIF BIDWELL ACRES, INC. INAIER, LIN& PA VAS FIRE PN BIDWELL ACRES, INC. PRO, INV/ L to 1 0 0 2-4 GA REFER TO MEC ANICAL & E CTRICAL DRAWIN8S FOR DETAILED BUILDING UTI (TIES INFORMATION, I A k 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Ca LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE PREPARED FOR: SHEET L" 8 ca INFORMATION. ALL EXISTING UTIUTIES SHOULD GRAPHIC SCALE 04, LANDSCAM PLAN P3 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 PLANIMETRICS 0 20 40 80 DST REALTY I I I I p INC, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 90 (.4 L I BY A LICENSED LAND SURVEYOR PRIOR TO Landscap; Architects - Development Consulting CONSTRUCTION. IN FEET lanning 6 Zoning Consulting DESIGN: RA DRA W.- MHA CHECKED.' RA n2.5 ELLRNGTON ROAD 3. THIS PLAN IS INVALID UNLESS IT SEARS THE I inch 40 ft. 136 SIOWNry ROW Avm CT 06001 J06 A(O..- 98-1115 IDA T; 2-5-99 IMPRESSION SEAL AND ORIGINAL SIGNATURE L 'N 7-1 V JR OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DATE DESCRIPTION BY Phone: (1160) 677-5267 Fam ("0) 674-2693 DRAWING NO.: D.- JOB 981115 1150SP2t P. D WC SOUTH WINDSOR CONNECTICUT :kwb "-1 • ,'jT$' to j...j tn: tfick{,..• �- T. �_ ,4._i- .� .� •f4 .':`,rr' y.4„,:14 ''M.41' r- 3:.,..j�. ,R 1_N'rf. ) S .1;-i ,••� 4.- ^Yr' r.e �> r''-9 "r.. Symbol Botan/ca/ Nome Plant List Common Name Size Ouanfity Comments AF Ab/es faser/ Fraser Fir 6'-7' ht. 27 B&B AS Acer socchorum 'Green Mountain' 'Green Mountain' Sugar Maple 31/2"-4" ca/. 9 B&S, specimens AR Ajuga reptans 'Jungle Beauty' 'Jungle Beauty' Ajuga - 120 in flats AC Ame/anchier conodensis Shodblow 6'-7' ht. 14 B&B, multi -stem ARii Arctostophy/os uva-ursi Bearberry 15"-18" spr. i80 container BG Buxus microphyl/a 'Green Velvet' 'Green Velvet' Korean Boxwood 18"-24" spread 196 eont. GE Comas olbo i/egantlsssima' Variegated Red -twig Dogwood 2 1/2"-3" ht.. 290 coat. CK Comas kouso Kouso Dogwood 3 1/2"-3" col. 12 88'8, matched specimen Hv Homome/ls virginlana Common Witch Hazel 2 1/2'-3' ht. 75 cont. HN Hosea ivortri Hiiis' worth Hi//sHosts 'Blue 5 p/. "-30" 228 con/. 3 /M flex meserveae 'Blue Princess' Princess' Holly 24 spr. 18 cont. A /V flex verticil/ato 'Sparkleberry' 'Spark/eberry' Winterberry 2 1/2'-3' ht. 144 cont. include 3 male pollinators) MP MvriCa pennsvIvonica Northern Bayberry 2 1/2'-3' ht. 101 coot. HS Narcissus 'IceFo/Iles' 'Ice Fotlles' Daffodll - 1000 bulbs, toll planting only PP Piceo pungens 'glauca' Colorado Blue Spruce 6'-7' ht. 3 B&B , PH Pinus nigra Austrian Pine 7'-8' ht. 21 8&B PA Piatanus x acerifo/ia 'Blood good' 'B/oodgood' London P/anetree 2 1/2 "-3" cal. 35 B&S. matched -` SXC So//x x cotteti Dwarf Bankers Willows 12 "-15" spr. 235 coot. / SC Sambucus canadens/s Elderberry 2 1/2"-3" hi. 100 cont. VC Vaccinium corymbosum Highbush Blueberry 2 1/2 "-3" ht. 90 cont. SNE T No. 6S�%P PLO t S AC s G / ` AF /- EXIST. 10' WOE R/PR�4f�... • �i /� ) lAir .v w rPE! \�- -AQ- - yet ��T 40 _____ . 'I . lNV>= 53.0 ( ��� `; - 1 ANDS r• MID AF NS jU;�-_ HN VPS V/burnum p/Icatum Shasta Shasta V/burnum 2 1/2 -3 spr. 175 coral. G MP L SwEET FLAG CAS t O - AS ;tA Y \ � 5 \ do BLUE FLAG IRIS � � �• �' '-+..//�/ ••l�.. u/i�A'?'Y•i1_:LJ) °'t-' r•rt:Cn4-'T (!'r4rG�D :.LtAr�-1 �. \ � ,, \ 30 \ / / VC / /\ �X 4 3, 5 50 rL'A\c,jl6 �`Ufxt.�.tl�(iu1 '� 2"• Zi: Z�irAILA'�i �/ / I,. -ss - irHr<� - j 50 30 \ CAS 5. / SC / •\� X43.5 VPS F 40ir 3 F!ntrr ! Y �I {{{-_-rftt;C fff EMI v to ct c'r i26 ♦ 20 sareelve't, Prnt>~ 1 r�,kE� ,a-r �t�v- 5' aY +� / 2 0 / \/ / • VAM-K MULL-H Gy A j-\Vo r�•h a5 OG ,'L J �0•Z / / / I V �aX,c irsz r� NS / / TPb• 80 AWN �\\ SXC �----- / AF 4•AFkEb Est-�L\1.L ty >s - % ^- ♦ � _ Oors� 2r,/-r �,sA �sst✓ti>✓Ar roo' v-o. cE x�A -nrs.+�f o- ail- f J hl. _,@ 11>L. g-el id e St,0.,rr� t EXe' tL- Love •�1y_♦ / J 6 ~IN i1 / x AC • / d .; ,° Ntrx ,rpklpQST t'fkt5T,�1G :501t- / �_'� �� ` `� � , , Fa-,k._ 200 VC CATTAILS, SOFT STEM " BULLRUSH & WOOLGRASS 1 H.P. ARU L LS, OFT TEM C,A4.p LAWN 61.0 r x / BUGRA S do / T u sH 14CA / �00- G�5 / Z ` , IV X43,5 G _ I / _ p a Tree Planting No. 2264 / _ 8 C•W.P. 18 X43,5 / lap r�0 /. // ` `M�� /Nv b SC 00 30 p�/ •? Via' 1 N/X / Re .F er o A L) / / / EX. 18" CMP � CSX i STA 7E OF [N►!=57.0 ~_�� i CONNEC7ICUT l �C__4D Pi-; =cfZi�.CAR p � C 1 1 i ; MIX O: rolx�0' r_ HV t 1 _I GDMPQST H �"XIS?1� G AILS. `__ _�1`` • r; Tt -L : c I s! _ / BRO!yEN /l IV �- - +`.�/ �' / _,•''," E.X • 5U i'�tJ►ZA Q >� [ \ \ MONUMENT 30 AF \ 3 / � 20 a ~AF N/F _. 18�. l ORGAN J. 4 r STA TE OF l N 1 ' \ \ \ /. 0 \ RADLEY, JR. ?p \ \ \ CONNECCUT l AF ( 25 VPS h �t S�•:389 8�, \ \ ,/ , L.P. l 1 ; HV Shrub Planting o.S 20 • 5 \ 59 0 TRAPROCKI BERM (Tyr.) ;' t \ -'�- • :Q.�' HV TO ELEV.=04.0 2262 0' EX. CONS ^ \ \2 / Q 30 CS A q ,80,2. 20 wq BU °S , ARU ! �ROV RSFSiupl \ \ • `'c J Wl �Y1Td S, 20 A 1%LOGti •yryr o Plop. J S. aNr< �o.IrtuA..el `) > AF t 2 Meadow Mix sb� »w•r= f N/F / Lawn Seeding F. r � f� �- - -- . ex. ; �09S JOSEPH W. JONES • / v/°F Rq[I - - - -- - - - - - - - --- - Mftdow seed Mix to be 'New England Wildflower Mix" or approved etlual available at New EnSim-tit Wedand Plant Inc., 800 Main C>R ►a 5�r Ar 20 1. All areas disturbed by eonswicuon not othermse paved or planted snau be seeded at the totinWng rates- St„ Amherst, ?AA 01002. (413) 256- t 752. i� w yau. 1,4lWr L, // VPS r1,-jK }t» &PAC*i �� \ \ \ - / TRAP K RM TYP. A. Forseedir>t3 bettireer, May 1s and August 15th � Spe \ T.O.W. 60.5 / t 8 TO E ROC=56E0 ( ) f awn seedy 6 Ibsi1000 S F l 25 - . rB.O. W. 57.5 / 60. 5 � • / MP Creeping red fescue 35 parts Meadow Fes�cAat 1"cSt1K► P 'i AK%015 k VRLA- ACOMIi 1 3 ; • / / Chevongs red fescue 20 parts Lantae-leaved Coreopst5 c4mo lis am"ink OA aA•t.t. \ ; / 20 Kentucky 31 tall fescue 20 Darts �ni �bc ow#%dra n.rc t7P T t pd11T,0 4 SOL \ \ \ / 20 CSX Domvalic rye grass 25 pats Partridge Pea Gmlrtaetitt 6pticUladd �a 60.5 \ - - `1 T.O. . 5 VC SC B. For seedirul any other time of year. Indian Gass S,trILLT! 1llM,!Iff - 59.7 N. 9.0 fawn seed s lt>snaoo s.r_ itoundhcad Bush Cover Lesptdesa caliWx \ Wild Blue Lupine Lupkw peranis ., . . \ ` / NGE POOL Creeping red fescue 35 palls Black-eyed Sirsaal Wulbecidabh x 2 x Che�Mngs red fescue 20 carts PurpleConeflower Ed)ia,saaeit ' 59.2 \ 3 Kentucky 31 tall fescue 15 Darts- \ `5$•0 Baron bluegrass 20?arts Canada Wikt-rye Etymtu ranadertsis � v TreeGuying 595 _ J H.P. Rou hau 10parts - - _-� x 20 AF fi e9rass Ox-eye Sunflower tfebop6is he4iantMides 61.0 MP Canada Goldenrod SoNdW canadensh ` 2. All areas to x seebetl shall be Mined and fertlNzea as follows / New Ut#a d ASW Aster novw-d� - � \ ` 18 trA.1 2 i5 f' Ground limtastone- 100Ibs/1000 S F. lSIUC Vervain Vr%tbena It11;Stata 2 ; --- Convnerciall fertilizer 201bsr1000 S F. - 6 22 I 6 J, beard Tongue I'en-stamen digitalis - 1 22 61.5 61.1 i 18 14 _ 58,75 (� -� wtrkrgen #0 Showy Tir1c-tlt(ell F)esmoditrrlt cit.aldttnse 61.75 i 9 t�1 60.75 r2 `,, 1 ( Phosphoric Dad s9tr Butterfly Milkweed Asckplas tubwosat x `e x rx 61.5 ! �' 14 9'{rn.1 r r x , [ potash 4% x Common MIIIttMed Alsdepias sYrMca I ! 60.0 �, �� Grass-leatved GoMenrod Eu6vnia gramhUat p ,, -) 1 ¢ 61.7 60.2 'At least 5d% of Iho nitrogen shall be frorn organic sources Ztg ti50Cr Aster iitdt5 x v 'I be required if re -seed -until the fawns eshn*tlwd Wild pl<rlan •'; :Y'` � Lr!�spedera . >. _---6T."6 � ------ �, 59.50 3. Seeding shall occur upon centpteAorl of planth►g and construction m matter the tirrte of year. The cbrmauor may �� CiOrVe► i bICdIO7 ° , ,"• MOnatrdi l fbttdD5d .: i0 i2 ' REFER TO MECHANICAL ,Ac ELECTRICAL DRA NG y ` 6 1 62.0 ,\ 59.5 ' FOR DETAILED BUILDIN,6 UTILITIES INFORMA ON. t �k PREPARED FOR: SHEET o A � 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS n n(� (�(� �M �� •-,, -+ 2 - LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rU- (�U��L�, tJ- LJ�IFUUG INFORMATION, ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE pLrA.NIMETRICS o c 40 0 20 ,� 80 DST REALTY, INC. C'" o 2. ALL UTIUTIES ARE TO BE STAKED IN THE FIELD ' , 00 BY A LICENSED LAND SURVEYOR PRIOR TO Landscape Architects • Development Consulting '��� l IN ! Planning S Zoning ConsultMg DES/GN: RA DRAWN.• MHA CHECKED: RA 125 E+ L L U G° 11 O ROAD 3. THIS PLAN N. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 40 ft~ qc slaa.trla•r R..r Avwl. CT 06001 Joe No.: 9IDATE.' 2-5-99 IMPRESSION SEAL AND ORIGINAL SIGNATURE Plaer» tKo) 677-3�7 flax UItiO) i7�-1il3 SOS! 1s u7t Vas J11atV>J►`/� COs`il` EC a ICUT OF "NE PROFESSIONAL ENGINEER/SURVEYOR. NO.' DATE DESCRIPTION BY DRAN9NG No.: Q . AJOB 981115 1115$P2Z/P.DiG �r r,• :; <., ,4,- .e . see' , -•S`#•b :�"' "dl ., .� r ,y�.�e ii ,•. .+5.;..:'II _ '? let ►.,y, s.. : £. , �a fdr1xPY�a'i �. , r.. ,. s:r`ra '�'J.•y4., t• +,,,-. ,. t* ,4M r �.. ^.".Sii 4.r - - r..: - i'duM9t� .. _ ! �.�If!IVi'�� ' i5��,�+�V''�`_ �-4�. aI�•AFtr�. _ ' '!��'* ''?� � ,- __ _ �... ?�'� '41I 4s1`a�'kf�d"+��"�?- - .-a�}`s1E'h:�r*' S . �? t�4��+!'.� �i?"�4€' ,1 *�`�. '�k._�rF.'�s. _• , °..,