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HomeMy WebLinkAbout04-62P_WENTWORTH PARK SITE DEVELOPMENT PLAN_OAKLAND ROADSITE DVELOP�M NT 'Pi 225 0AKLANiD_D_ ROAD 20UTH W OR RND3 ic� Prepared By: ■ I� ,pesign �fessianais, inc. a civil engineers • planners • surveyors landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-9755 FAX (860) 291-8757 ARDIFUTECTURL o PLAI> NUM09 ONC . FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford, CT 06118 Tel: (860)568-4030 Fax: (860)568-5129 mail: flb@flbarch.com web: www.flbarch.comll Wetland 6 Environmental Consultants 38 Westland Avenue West Hartford, CT 06107 Tel 6 Fax (860) 561-8598 Q; .. FAYEST `) c? ,� .. F.4Rif/ 74 � EZY �- ��RF< o HF TOtNV HAIL 3� 6R RQAQ �0 940 , (A 194 2 �7 OEERF� m�Q cL �UooF �OPR Aw �o Flo <qN Rr A'fY4PP/iyC .' uB�ARr v .'.'.'.'.'... ... cnR)' 4 G F RIDGEFlE DWDDO £ ELLINGTON R AD COMMUNITY 30 cGi moo o�ic� ��Ijiy�N RRN80 U.S. OST OFFICE ,c9� oRJ�F£ c� kh, 19*) N AN BLU RY no '�wsk� No NF VF BOYSENBERRY BAfL3RY � °yFcq T WiNTERgE4J� HOL �EERRY RR NF 9� OeMfNG AN GRANDVIEW TERRACE 5' SITE 4 L- 30 SENIOR HOU NG Q� WATSO CEN IRC a: C-7 (Pvt) V W �w S Ue R°q fi DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE: 1"=1,000' I5� THESE DRAWINGS ARE THE PROPERTY OF DE5161,11 PROFESSIONALS, INC., AND HAYE BEEN PREPARED SPECIFICALLY FOR THE OWNEWAi'PLIGANT FOR THIS PROJE-CoT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PER50NS NOR REPRODUCED IN ANY MA-N KTHOV[ XPRE55 WRITTEN PERMISSION OF DE51&N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE : RIOINAL 516NATURE AND IMPRESSION SEAL. OF THE PRDFE95IONAL. 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 IN 'ORMATION. 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 B , 5T OF MY KNOWLED ND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MAR LIC. No. NOV 0 3 2004 OWNER: LOIS H. PETERSEN 440 DEMING STREET SOUTH WINDSOR, CT 06074 TEL: 644-1438 39-11 17P APPLICANT: GENERATION2 INC. C/O JEFFREY R. SAWYER, PRESIDENT 27 SUMMERSWEET DRIVE GLASTONBURY, CT 06033 TEL: 633-1124 FAX: 633-1599 WWW.GENERATION2.COM v.7—VJ —87 1 2 3 4 5 6 1 0f 1 L1— L2 LP 1 Z101— Z202 Zon/ng► Data Book ZONE: RC ITEM IRED/ALLOWED PROPOSED/BERRY PATCH II Lot Area 30,000 S.F. 143,552 sq. ft. Lot Width 150 ft. 410.11 ft. Lot Depth 150 ft. 355.51 ft. Building Height 3 Stories/45 ft. 2 Stories/35 ft. Lot Coverage 25 o max. 12% Impervious Coverage 60% max. 48% Front Yard 65 ft. 70.1 ft. Rear Yard 25 ft. 62.9 ft. Side Yard 10 ft. 62.0 ft. Buffer 15 ft * 15 ft. Parking 152** 145 *** * 15' BUFFER APPROVED ON MARCH 10, 1988. ZBA APPLICATATION #1791-88. ** TOTAL FLOOR AREA 33,820t S.F. 33.82 X 4.5 = 152 SPACES *** WAIVER REQUESTED FOR 7 PARKING SPACES. I N/F ABUTTER LIST MAP LOT 39 5 56 FELT ROAD 6 82 FELT ROAD 50 82 FELT ROAD 51 82 FELT ROAD 52 82 FELT ROAD 53 25 GRANDVIEW TERRACE 54 35 GRANDVIEW TERRACE 55 39 GRANDVIEW TERRACE 63 45 SUMM/T DRIVE f 64 65 SUMMIT DRJV£ ' 52 4 115 FARM BROOK LANE 17 53 BLUE RIDGE DRIVE 18 454 ELLINGTON ROAD 19 8 RIDGE FIELD DRIVE 20 240 FELT ROAD 21 230 FELT ROAD 22 210 FELT ROAD 87 150 FELT ROAD 88 PO BOX 1013 89 274 OAKLAND ROAD 90 PROPERTY TAX DJVSN P.O. BOX 4973 HOUSTON, TX 772fO-4973 91 440 DEMING STREET 92 244 BARBER HILL ROAD 93 752 GOVERNORS HIGHWAY 94 151 DAKLAND ROAD SULLIVAN, DENNIS J. /// & JOAN M. BURR/LL, ELZABETH C BURR/LL, EUZABETH C. BURR/LL, EUZABETH C. BURRILL, EUZABETH C. BASSOS, GREGORY & MICHELLE O CONNOR, KAREN A. & EDWARD J. TORRANJ, ROB£RT & PEN£LOPE P. (SLR) BEHETTIERI, HUGO T. & CATHLEEN B. SUPPICICH, HICHAEL J. & KRISAAA G. FARM BROOK SUBDIVISION ASSOC INC GREENBERG, L£AH CHAPELL ENtRPR/SES, LLC LAROCCO, STEPHEN J. & JUDY K. ROY, PEARL H. SPEARS, R08£RT W. JR. & TONYA S. OFF/A£L/, KENNETH C. & R/TA KATZBEK, DANIEL & TRACY A. D£LNICKI, THOMAS A. ODELL, LEMUEL WALTER I// MOB/L OIL CORPORATION PETERSEN, LOIS N. BERRY PATCH ASSOCIATES LIMJT£D PARTNERSHIP ✓OHNSON, PAULINE G. S/MLER, MILDRED S. & LU, KENNETH SHEET INDEX COVER SHEETNKEY MAP/LOCATION PLAN EXISTING CONDITIONS/PROPERTY SURVEY PLOT PLAN TOPOGRAPHIC PLAN SEDIMENT & EROSION CONTROL PLAN DETAIL SHEET:= STANDARD BAYSAVER DETAIL SHEET LANDSCAPE PLAN LIGHTING PLAN ARC H I TE C TU R A L P L A N DATE: or-t®ber 5, 2004 Rev. 11/05/04 SHEET 1 S.N.E.T. #388 -�&, EDGE OF PAVEMENT GUARD „RAIL ,� N� t� r\�x� I SAN M H N IL I, 0, BURIED TELEPHONE CONDUIT ---- 12" STUN INV.=122. 6 _ °) w n�A� X m;._...t SAN. M.H. \ AKLA SAN. M.H. T.F.=130.11 2,� SIGH DISTANCE = 1,000' SIGHT DISTANCE= 900'_� �; ;� T.F.=129.06 T.F. =131.28 INV. =117. 9 2 ti 2 O-) 1 N V. --118. 38 EXISTING 18"SAN f TAR Y SEWER �' 2, ti 1 9 g ,�, - TRAFFIC _ _ _ _ GUARD RAIL TRAFFIC N422 X126�8 BOX �--- -- � , FL= 25 �~ BROKEN - 410.11' r• �.P IS MON. -' i � � 1. w T, U T 12.� ' S OFj COR fR I co O� 2 4- -.- •\ l - 1 I 1 I I t �— —�- -- w 6 5' F. Y. o o i 126 0 IV- — --- -\ Qj EX. CONC. CULVERT TOP: 117.9 FL:113.15 ru � • - FL=113. 9-= o ZONE X OTHER FLOOD AREAS. AREAS OF 500-YEAR FLOOD; AREAS =` FL=114.1 - — OF 100-YEAR FLOOD WITH AVERAGE I\ �� - j•,-'• ••. FLU \114.4 \ DEPTHS OF LESS THAN 1 FOOT OR �� • • •, ••• •'• / ti. WITH DRAINAGE AREAS LESS THAN ,� •.., •., , , tit' 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100--YEAR FLOOD. II N /F BERRY PATCH (J) ul 4 I I I , r D I' 25 R.Y. \ ' Lam, , APPLICANT: GENERATION12 INC. OWNER • C/O JEFF"EY R. S.-.'NYER, PRESIDENT 27 SUMMERSWEET DRIVE LOIS H. PETERSEN GLASTONBURY, CT 06033 440 DEMING STREET TEL: 633-1124 SOUTH WINDSOR, CT 06074 FAX: 633•-1599 TEL: 644-1438 WWW.GENERATION2.COM - " MON. o 1 u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPTION v A m , i , 1 t in t t t t t 1 i t TT ,—I i—� —F t r� r■ 1., +— — — -- FARM BROOK - -- -�- - - - - - - - - - - - - - -_ - -_ -- - _- - -- — - - -- E- 4t�_ S42'17'02"E _... - - - -- - -------- -- .� �2� ��b N /F �� 410.11' / X ti BERRY PATCH ti - - 24" R.C.P.- - - - - - - - - - -_ ATCH BASIN ~SPAN POLE SIGNAL BO S T. .=128.82 CATCH BASIN C y� F 123.12 T.F.=133.61 • FL S=128.41 y� FL W=128.31 MOBIL SIGN N /F MOBIL OIL CORPORATION SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. FLOOD ZONE AE - BASE FLOOD ELEVATIONS DETERMINED. I N /F I 1 ' LOIS H. PETERSEN 4 I � 1 t 1 1 I t �11 NOTES: } 4 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. it 1 I I 2. PARCEL AREA = 143,552 S.F. 3.29 AC. I 00 3. HORIZONTAL DATUM NAD '83 '1 ` � a0 � VERTICAL DATUM NAVD '29 3 4. VARIANCE GRANTED 3-10-88 TO ALLOW LESS BUFFER. t t N M 5. WETLANDS AS SHOWN ARE TAKEN FROM MAP REFRENCE #2. I Z 6. FLOOD INFORMATION TAKEN FROM FIRM FLOOD INSURANCE tt I RATE MAP. COMMUNITY -PANEL #090036 0007 D MAP 1' 134 REVISED FEBRUARY 23, 2001. 1 �1 ' I MAP REFERENCES: It I I 1. MAP OF PROPERTY OF LOIS PETERSEN SOUTH WINDSOR, t I I CONNECTICUT NOVEMBER 7, 1986 SCALE 1"==40' BY ALFORD ASSOCIATES, INC. I I 2. SUBDIVISION PLAN PREPARED FOR OAKLAND CENTER ASSOCIATES, OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT, 1 3-1-90 SCALE 1 "=40' BY DESIGN PROFESSIONALS INC THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY ! RICHA� P. MARTEL 12882 LIC. No. Tel. 860.291 • 5 ,55 GRAPHIC SCALE ® Fax 860.291.8757 � 20 0 10 20 40 Cprofesslonals,, inc. IN Fm civil engineers • planners • surveyors I inch = 20 ft. landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 PROPERTY SURVEY rEMOMM0 VON0700HO DESIGN. KM! DRAWN.• KM/ 7 — CHECKED: GBS JOB NO.: 1893 DATE 10-5-04 DRAWING NO.: JOBS/1893/1893-2.DWG RESURVEY PREPARED FOR: WENT WORTH PARK 225 OAKLAND ROAD SHEET 11 GUA f S.N.E.T. #388 { 1 EDGE OF PAVEMENT SIGHT DISTANCE = 1,000'± BROKEN MON. BIT 1 cu e(tt ) 1 ' 1 1 1 �1 —1 I i BURIED TELEPHONE CONDUIT --� D s" OAKLAN ROA� r r , r + � r SIGHT DISTANCE = 900'± ' DonDnQrn QTnP RAP ' CONC. N 2' AND STOP SIGN 410.11 t PROP �7 ENTRANCE SIGN 65' F. Y. I - I 14 FF: 127.00 Q 0F t RR`l PpjCN z BE O 0-6 N /F BERRY PATCH 8 9'� o 1 TYP. HANDICAP \' R MP(YP.) B T. CRB( YP. — �AP REFERENCES: . MAP OF PROPERTY OF LOIS PETERSEN SOUTH WINDSOR, s :ONNECTICUT NOVEMBER 7, 1986 SCALE 1 "=40' BY ALFORD '�'FT kSSOCIATES, INC. t '.. SUBDIVISION PLAN PREPARED FOR OAKLAND CENTER FF: 127.00 kSSOCIATES, OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT, vrri�l i-1-90, SCALE 1"=40', BY DESIGN PROFESSIONALS, INC. GRANTOR GRANTEE TYPE OF DATE VOL./PG. EASEMENT FILED LOTS BERRY GRADING PETERSEN PATCH OWNER: LOIS H. PETERSEN 440 DE"ING STREET SOUTH WINDSOR, CT 06074 TEL: 644-1438 APPLICANT• GENERATION2 INC. C/O JEFFREY R. FA ' WYER, PRESIDENT 27 SUMMERSEET DRIVE GLASTONBURY, CT 06033 TEL: 633-1124 FAX: 633-1599 WWW.GENERATION2.COM o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INF(' RMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 11/03/04 NO. DATE I'I� I1 1 �1 — - — _ FARM BROOK MON. REVISIONS Town Comments DESCRIPTION 1(3 rI I A R n R All 7 TRAFFIC BOX BIT. URB TYP. 14 C - - - - - - - - - - - - - - - - - - - - - - - - -- - _ _ \ SPAN POLE SfGaL BOX 1.I 1S 12..0 2 S W SUT T, �\ OF COR ER t MOBIL SIGN I s 0 r N /F MOBIL OIL CORPORATION LEGEND ID EXISTING MONUMENT O EXISTING IRON PIN ® IRON PIN TO BE SET e EXISTING UTILITY POLE ® DUMPSTER PAD EXISTING PROPERTY LINE ------ REGULATED AREA -- A ® INLAND WETLANDS DUMPSTER PAD WITH ENCLOSURE e N /F LOIS H. PETERSEN I W NOTES: 00 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. o 2. PARCEL AREA = 143,552 S.F. ui K) 3.29 AC. O r­ 3. HORIZONTAL DATUM NAD '83 N Z VERTICAL DATUM NAVD '29 4. VARIANCE GRANTED 3-10-88 TO ALLOW LESS BUFFER. ' 5. WETLANDS AS SHOWN ARE TAKEN FROM MAP REFERENCE #2. t MAINTAIN MIN. 10'-15' OF NATIVE VEGETATION OUTSIDE OF WETLANDS LIMITS. AREA TO BE STAKED BY SURVEYOR AND ORANGE CONSTRUCTION FENCING INSTALLED PRIOR TO — ' CONSTRUCTION. 25' R.Y. ~----_ 15' BUFFER E 4) S42'17'02"E N/F 410,11' _ BERRY PATCH THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GBS 12882 BY RICHARD P. MARTEL LIC. No. 5' CON C. WALK 0 rF.izs.ao 1 1 1 of 1 143,552 S.F. 3.29 C. FF: 128.75 15,0' 10 11 12 ' DUE TO LOCATION OF PROPOSED BUILDINGS IN CLOSE PROXIMITY TO 10'-15' NO -IMPACT ZONE ALONG WETLANDS, SPECIAL CARE WILL NEED TO BE EXERCISED DURING CONSTRUCTION. TRIMMING OF VEGETATION WITHIN 10' NO -IMPACT ZONE TO BE LIMITED 7.0 ONLY I.P. TO THAT WHICH IS REQUIRED FOR THE BE SET CONSTRUCTION OF THE BUILDINGS. a Tel. 860.291 - 8755 PROPERTY SURVEY � Fax 860.291 • 8757 �O� �,/�`',���J GRAPHIC SCALE esign 20 p 10 20 40 D DM dprofessionals, inc. ( IN >�r ) DESIGN: KM/ DRAW. KM/ CHECKED GBS 1 inch = 20 ft I civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 1893 DATE.• 10-5-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: ✓08S/1893/1893--3.DWG RESURVEY PREPARED FOR: WENT WORTH PARK 225 OAKLAND ROAD SOUTH VnmsonB, ICORTMcn(CUT SHEET 3, W , S.N.E.T. #388 EDGE OF PAVEMENT---, SAN. M.H. T.F.=131.28 I EXISTING 18"QSANITARY SEWER I y BROK MON. n1b BURIED TELEPHONE CONDUIT- SAN. M.H. O� T. ROAD -130.11 OAKLAND F. 2cb� o fNV.=117.92 ti ��� SIGHT DISTANCE-4��00'� 2,� NEW 8" INV: 118.�1��°�DISTANCE 1,� i 1-, ►ti 12" STU INV.=122. 6 SAN. M.H. T.F.=129.06 INV. -118. 38 011 IC _ - - - sz PROPOSED STOP BAR GUARD RAIL_!TRAFFIC FL�-1 - - - Y - , ` - - _ _ _ 24" R.C.P. _ _ ,2---- 4'CONC. N 2° 5�" AND STOP SIGN X126,8 BOX FL= 2�5 �- ------------- ------------ --- �,�. 41 0.1j �"/ • �.P IS ATCH BASIN SPAN POLE SIG L BO BIT CU B(TY .) k BIT URB TYP + / - 1. ' W �T, T.=128.82 CATCH BASIN \ rPEDETENTIO)� W ` SAS 126�5 120:32 C6" 12 4 2 6" SAN. LATERAL - 1 125.55x �'6,� 12� o S 2.0 k1 1 ' 1 WITH ENCLOSURE Q h 126 15" 9 ,�, oo • l 1 i ` N/F 3 HDP� � a c� - LOIS H. PETERSEN 1040K BAYSAVER ` 1' OPT �� - 570 0 LOT 1 TYPE C CB TF:125.00(TYPE C CB TOP 1 �� N 0- '' `� TYPE C CB ,�� TF: 126 25 •' =` NOTES: �� 1nc--r(7K1-r,r\&I n TF 19� nn Q ,' 1 1-3,552 S.F. ,,,,, '� , i TF: 125.00(MANHOLE TOP} 1 1� 1 v' LJG 1 CIV f ( v 1'� �a '' .,� � 3• 29 C IINV: 124. 1Su I \ I " =` I ~� i 1 I 1 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 50 BASIN INV:121.63 z a 1 2. PARCEL AREA = 143,552 S.F. 1NV:121.07(IN} 1 1 tie • � OU � �' � �� � Q o o � 1 TLE y N r , ` _, , 3.29 AC. H ND C P I // I `i ' 3. HORIZONTAL DATUM NAD '83 �! VERTICAL DATUM ' � 1 15" RC FLARED END ' ST UC NAVD 29 R `�� 2°` 31 7 1n , , ` C o _ ' INV: 121.00 1 0 2 - i I' 4. VARIANCE GRANTED 3-10-88 TO ALLOW LESS BUFFER. 12. B 7. C RB 126.34 2�10 O' I i 5. WETLANDS AS SHOWN ARE TAKEN FROM MAPS REFERENCE #2. X x 1 1 6. FLOOD INFORMATION TAKEN FROM FIRM FLOOD INSURANCE 1 I ~Y5CONC. __-- -� ` i >� I RATE MAP. COMMUNITY --PANEL #090036 0007 D MAP , , 1 o o REVISED FEBRUARY 23, 2001. _ 1 FV:21 /90 INV:121.80 28 ' ,n c� I x1 6,33 , , ' `` - ' LO 0 , FF: 127.00 ,,,,, 1, 111•/1, • ` ` ` ' FF: 128.75 I z 122 12 j _ IMAINTAIN MIN. 10 15 OF NATIVE VEGETATION ATIO N OUTSIDE OF WETLANDS LIMITS. AREA TO BE STAKED I ' BY SURVEYOR AND ORANGE AADP R�IN"i��f'�t\Ir�c• \ t �, 1 _n a O, I ,. i 1. lvll%MAP OF PROPERTY OF LOIS PETERSEN SOUTH WINDSOR, 1 ' , t,l 1 12�� ��� (Ow CONS KUCTION FENCING INSTALLED PRIOR TO --�. J CONSTRUCTION. CONNECTICUT NOVEMBER 7, 1986 SCALE 1 -40 BY ALFORD ` , � "� � _ _ _- _ ._ -.-•- - 1 � I ASSOCIATES 25 F�INC. i ' _ -1--I-. 1 1 1 R. Y. i -- It 1-- - - 1 1 1 1 1 1 I 1 -r I T'7 1-1 1-1 1-I-�"'y^.•1.. �- a 2. SUBDIVISION PLAN PREPARED FOR OAKLAND CENTER 1 , �/_.__ - _ _ _ �*--_- ` ASSOCIATES, OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT, --_ _ I DUE TO LOCATION OF PROPOSED BUILDINGS IN 3-1-90, SCALE 1"-=40', BY DESIGN PROFESSIONALS, INC. .. � � � - � FARM BROOK .-- � � 1, - CLOSE PROXIMITY T 10 -15 NO -IMPACT ZONE APPLICANT: ALONG WETLAN, SPECIAL CARE WILL NEED OWNER: GENERATION2 INC. - - - + - - - - - - - - - - -- - E-4 - _-- TO BE EXER2ISED DURING CONSTRUCTION. PETERSEN C/O JEFFREY R. SAWYER, PRESIDENT _ - - - --_ - = -- - - - �" -- - y _ _ = _ _ - _ _ _ LOIS H. 27 SUMMERSWEET DRIVE 1G� /-'- _ - c�l 1440,.DEMING STREET, �I ee-rnn1Rl Ilan ���,� --- -" ' , - _•»� - _ - TR I M M I N6 OF VEGETATION WITHIN 10 .�. / Z NO-WPACT ZONE TO BE LIMITED TO ONLY JVVIrI rY11VVJV1i, U1 VOU/4 vu.w.v.wv, v� �_ TEL: 644-1438 TEL: 633-1124 .- - r i,� O � 410.11' � I.P.TO FAX: 633-1599 MON. � ti �� N/F THAT WHICH IS REQUIRED FOR THE WWW.GENERATION2.COM / ti BERRY PATCH `� ti�2� BE SET CONSTRUCTION OF THE BUILDINGS. r / / NO/ • (2.� ' S UT °O `S-q F 123.12 T.F.=133.61 14 ti2� , o� COR1 ER I rv0 'L FL S=128.41 fl �� PROP +1 / I I � " co�'9j, FL W-128.31 MOBIL SIGs 1 r ENTRANCE SIGN �100 'W WBASIN #2 � 13 z - I I 15 RC CULVERT END �' T 4* o/- _ m f 5 m 15 HDPE iNV:121.05 , , STRUCTUR �z6 ,. �� a�v- _ ��� _ 5% - _ _ _ 4 I V: 119. 35 - 1000K BAYSAVER 60 7,Q � 5 0' 5" H D 6 1 I I TF:125.00(TYPE C CB TOP) 1 1 • � o TF:126.00(MANHOLE TOP) S--0.5� " LEGEND r ti X CBL INV:121.25(IN) 126. 3 6 F.Y. TF:126.45 -' 1' �� R 00 x128,33 p II O o EXISTING MONUMENT '\ J V' ® EXISTING 12 6 _ - - -}--� _ X1 - w o Q o TYPE C CB N ;� °0 1 1 O M G IRON PIN N TF: 125 '`' r r t �+ - 1 1 i p' M • IRON PIN TO BE SET \ , z co _j (n ��o INV: 122. 00 ' Z �- EXISTING UTILITY POLE �� \ 2�`� , 1 ' N/F - EXISTING CATCH BASIN AND PIPE 61 ' / ^ _, t 1 1 1 MOBIL OIL �� PROPOSED CATCH BASIN AND PIPE ALC 1 CORPORATION � PROPOSED STORM MANHOLE `(' / 2» RC D1 14 S �O --Q�- EXISTING SANITARY MANHOLE AND PIPE v-?\T--i C �O 14 J tit - , --SO■- PROPOSED SANITARY MANHOLE AND PIPE EX. CONC. CULVERT' / CUL 0 Q - 1 SPECIAL FLOOD H �/: 6.0 i FF: 127.00 3� g ( - 1 1 INUNDATED gY 10AZARD AREAS -R.L.- ROOF LEADER TOP: 117.9 / IN , 1 Gj N x126' _ 0 YEAR FLOOD. - S - SANITARY LATERAL 0i ,NG ,`� z ' FF: 129.00 1 } 1 1 t FLOOD ZONE AE -BASE FLOOD - W -WATER LATERAL FL: 113.15 0 x12 ,� l 1 1 ELEVATIONS DETERMINED. p,D - H 1 GR SEM�NT • \ 1�2/2 C�2 Q o J �� (� U 1 ® DUMPSTER PAD E� s b �-%- - 1 » FL--113.9- �n 1 `� �`� STONE (6 RIPRAP) -3D-- EXISTING CONTOUR - ��►,:`��,��` �- J BERRY ,PAT O z 1GH P INT 4. 4 1 4 _ 1 I 1 `{-- LEAK OFF. INSTALL PROPOSED CONTOUR FL 114.1 • •. •. - 1 1 61.95 EXISTING SPOT GRADE .` 1 4.4/ �' O ,d , c �, RADE REgK 6, 2 , BREAK I N X BIT. CURB xst.9s PROPG�ED SPOT GRADE �7//,` ♦ �" .-/ CU 1 1 1 1 04 1000k BAYSAVER ' ' NI J���. �2ti 10617 m ` [] DETENTION BASIN OUTLET STRUCTURE ACC "`.`' ' �/ co HIGH I N T kti - 1 I 1 1 -- EXIST ING PROPERTY LINE 126.20 c� cu to 1 / GRADE EAK �2� °� 1 d' e-+ _ 1 t INV: 122.40 --. REGULATED AREA U`m PROP. SMH R �' _ 1 1 20 4 PVC SDR-35 INLAND WETLANDS FL-114.4 �- - , P G �- /INV: �S=0.5%� TF:127.40 mVO-' 12633X 2INV 120 15 +� o 12 82 1 1 DUMPSTER P N/F ���\ :' 72' BERRY PATCH N� 0 1�S ° 1�56 k1�s X �S6 1 2 ,35 9T 00� TYP. o u n 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS IIIM THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED F z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OR• SHEET > OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ® Fax 860 291 • 8757 INFORMATION. ALL EXISTING UTILITIES SHOULD �0�®���� �� m STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE )esign o R D ° ° ° 1�T%'N?'1GVpR WORTH PA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 t0 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. K BY A LICENSED LAND SURVEYOR PRIOR TO �������'�' ����■ CONSTRUCTION. 2 11/03/04 Town Comments GBS { IN FEET } , LEES/GN.• KM/ DRAWN.• KM/ CHECKED.• GBS 22.5 OAKLAND ROAD 4 3. THIS PLAN IS INVALID UNLESS I7 BEARS THE t 11/02/04 wetland comments GBS civil engineers •planners •surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 i inch = 20 fi. • landscape architects • gis • gps /08 NO.: 1393 DATE.• 10-5-04 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 �®��°�( �'�Il���® ORA MVG NO.: 10BS/1893/1893- 4. D WG R CONNECTICUT S•N.E.T. #388 I I i BAN M H T.F.=131.2.8 I EXISTING 18"SANITARY SEWER -- --L- _ ---- GUARDRAIL EDGE OF PAVEMENT ---- BURIED TELEPHONE CONDUIT-_� CONSTRUCTION ENTRANCE PAD SAN. M.H. ��` 6"N2" STONE ON FILTER FABRIC X ) ROAD mOAKLAND T.F.-130.11 c},--� INV.=117.92 - �2 SIGHT DISTANCE -�bo ob NEW 8 INV. 118. SIGH (STANCE 1, NZ ; 12" STU INV.=12z" SAN. M.H. T.F.=129.06 INV. _118.38 ,._,---- ----�----_' -----------_._..�------ - --- __....___-_____�___.____ .__- _ -` _ --_ --—� -- - BROK W MON. 6) ►1 1 � 0 15" RC CULVERT END PROPOSED STOP BAR GUARD RAIL - l-_ _ -------------------------- --------==---------------------- -_--- �4: AND STOP SIGN-------- -------------- _ - - . X 12 6 , 8 BOX X FL=2. 75- 'j, �-; -: ; L -'-�-------- 3 — _ "�--� --- 4' CONIC. v 1 — — _ --= --= , -` _-----_.----._ ------ '�' SPAN POLE SIG BC 126 y.P� Is ATCH BASIN N BIT CU B(TY .) o` �� . �`�� ; )` 1�,, BIT. URB TYP. + ,'' +� `I • ', W 5T, I O S T.=128.82 CATCH BASIN 124 ' :y, r, _ f 12. s BUT y F 123.12 T.F.-133.61 122 , . 1 ti C14 �21 ='� '0�, COR ER It I �i W : ' `'D� y`F" r,nnL co n >v 11 1 n �-9 . FL W-128.317 M OE Ut I LIN I IUN '° ENTRANCE SIGN BASIN #2� M. 13 INV: 121.05 .t�'-S �`t�^ 15 HDPE - 1 CL t �2��1 TRUCTUR 26 40 - 2 0_5% - l� N,, S= ► I titV, 119. 35 1000K BAYSAVER ®I o I 1 TF: 125.00(TYPE C CB TOP) ®I - 1,0 ' 150 5 HD LEGEND TF: 126.00(MANHOLE TOP) --- 5-0=5%------ -- mind of*„�„-----'- - - -'/ -1 - _ I _ 126, 3 x 6 F.Y. TF: 126.45 x128,33 -W '� `� ' ' +� e- EXISTING UTILITY POLE INV:121.25(IN) to' ,� �,, R� / ' ____ , , -- EXISTING CATCH BASIN AND PIPE 186 _______--.-�.... - _, o �♦ � � zQ� TYPE „C„ CB � W �1 �.o0 1 • , I a ` �® w �, . ' '' `, PROPOSED CATCH BASIN AND PIPE --- I— �; TF: 12 �= - ' \ > ¢ 11 2 , - „� ', 1, ' `, t I PROPOSED STORM MANHOLE z Q0 _j � �o INV: 122. 00 , - ` fit �� ' ' j �� EXISTING SANITARY MANHOLE AND PIPE �l,t N/F S �PROPOSED SANITARY MANHOLE AND PIPE v , / `' � IVI V Ci I L V I L —R.L.— ROOF LEADER �, / I , i i CORPORATION — s --- SANITARY LATERAL 11 ti ,' / / �� - C - r �1, \\ 1, ,` 4 14 c s� 14 J �Iz�/,_t �, ' — W — WATER LATERAL \I �' , ,It 0 _ , , \ , , I 1 - , , , , ' t SPECIAL FLOOD HAZARD AREAS ® DUMPSTER PAD EX. CONIC. CULVERT � / ,� ' ' Cv�" � -9 � � • .� � ��' , • , , ' INUNDATED -3�e EXISTING CONTOUR TOP: 1 ' 1 INS: �16.00 �� `I \� �'� \�r FF: 127.00 26,35 , , , DATED BY 100-Y ` x1 FLOOD ZONE AE - BASER FLOOD PROPOSED CONTOUR 1 .9 FF: 129.00 1 - l r 1 ; , � � z I �` FL: 113.15 - _ _ _ _ _ - -1! ;�`,, GRACING �� \;'`` l ClJ `i 2/� 1 7'TO , ELEVATIONS DETERMINED. �N7 10 X61.95 EXISTING SPOT GRADE ASEt�It `�j j' �2 I� • \ J (� J r 10 = ` ' , ' , , ', \ „ xbiss PROPOSED SPOT GRADE l + IN FA\/OR i � - ti _ ' STONE (6 RIPRAP) F L =113.9---- ' . N ' I ��� - _ c; `� �' 14 , n ` , , , o �'' _ i LEAK OFF. INSTALL ® 1000k BAYSAVER r I „ ��RRY �` / z IGH p N 14 1 '\ FL=114.1---•� ' _ - ' ,' �� O/ t ^ _ 0 RADE I r 6,� �r ®\ _ 11 1, ,1 t BREAK I N ❑ DETENTION BASIN OUTLET STRUCTURE FL•�1'14.4 ; vl o � � �. � BREaK BIT. CURB -T ���' N `J �1 , '� 1 `,` ', EXISTING PROPERTY LINE \ �' �tU ® 1 1 ', , ', — — REGULATED AREA INLAND WETLANDS co HIGH INT ` _ , ,SILT FENCE >(126,20CIL!y . \ GRADE EAK �� ,7 �" INV: 122.40 t 11k 1.{ L - tie R It _ , I` 20' 4" PVC SDR-35 OWNER: ��\ \ -� \ m PROP. SMH ,� �' - .o ', �, S=0.5� LOIS H. PETERSEN FL=114.4 -�, II =� $or REGV TF:127.40 « I 440 DEMING STREET \ r� 0 'INV: 12 .82 , ' i1 126.33X �� ti2 1�S> 5 INV:120.15( 2 ® '`, l DUMPSTER PAD SOUTH WINDSOR, CT 06074 \ _ 1 S X126� 120.32(6") 12 4 6 SAN.' LATERAL �\ ; ', ', : `, �, WITH ENCLOSURE TEL: 644-1438 N /F � �� `,' I - � 2' � � k1 k k � BERRY PATCH I �I I s o S6 � �s �s6 \, 125,55 X 1�6,�5 �� o s 2.0 35 9r o0 \ • 126 , » D ` n / Oo ® �M , sl t : �, I 'i 't N F ,1V tit 13 15 I� ®�,l ,�' cp , , 1 / �` I __ o TYP. '�1[w I A ­7 1 .1 ; , , 11% LOIS H. PE ___RSEN APPLICANT: 1000K BAYSAVER '� �, ', I c' -� �\ I\��p "C" CB LOT 1 TYPE C CB , GENERATION2 INC. �> �• d — _ , ' � � �., TF: 126 25 27/SUMM FREY SAWYER TF: 125.00(TYPE C CB TOP) < < \` , I �s N� DETENT 6N ,�� a TF: 125.00 143,552 S. INV: 12 .30 ERSWEET DRIVE TF. 125.00(MANHOLE TOP) ' '� INV: 121.63 z o -' ,,Z 3.29 C. J GLASTONBURY, CT 06033 �� 11' - 50 BASIN #3 0� , INV: 121.07 I '' ' �2 '� ' S ) z - � ; TEL: 633-1124 (N) ,1 I \` ,l I - 0 U TL E I y 1 `�' N � 1 >> , ,-� I l`. `,I - ST UC u ���� H NDYC P ��6 ��� yl \ , I 5 RC FLARED END R M , tK 31 7 ,� C� INV:121. ' _ a7 00 ,1 I ', ,I B T. C RB( ) 126,34 �~ , ��� ,N cu cv 2 `� x I 5' CONC. ly ,1 �I =1 INV:121. 0 INV: 121.80Za' I , x1 6.33 1,,,, r , r,rririrrii,sti`` ' FF: 127.00 — `, `, I� `,I � ' strsrsss,ssr,s,s,r,sr j„ \ INSTAL -� - '``"'�� FF:128.75/ L BERM AND RISER USE ,,� '` DETENTION BASIN DURING CONSTRUCTION \ R / 9 15,0 ' AS A SEDIMENT BASIN TYP. 'I ', 11 12Q , 7,, 8 , - ,/ ± ` 'i I' 41 I 30 10 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PARCEL AREA = 143,552 S.F. 3.29 AC. 3. HORIZONTAL DATUM NAD '83 VERTICAL DATUM NAVD '29 4. VARIANCE GRANTED 3-10-88 TO ALLOW LESS BUFFER. MAP REFERENCES: 1. MAP OF PROPERTY OF LOIS PETERSEN SOUTH WINDSOR, CONNECTICUT NOVEMBER 7, 1986 SCALE 1 "=40' BY ALFORD ASSOCIATES, INC. 2. SUBDIVISION PLAN PREPARED FOR OAKLAND CENTER ASSOCIATES, OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT, 3-1-90, SCALE 1 "=40', BY DESIGN PROFESSIONALS, INC. 122 U, / U ' ;� I ',1 • 124 � •, ,, �b _ � 1t; ; � � It 1,I� MAINTAIN MIN. 10'-15 ' OF NATIVE VEGETATION �126 `�`� ` _ '� ' , , , t t OUTSIDE OF WETLANDS LIMITS. AREA TO BE 1� �I i ,I STAKED BY SURVEYOR AND ORANGE >, I, - 1 �. , cb CONSTRUCTION FENCING INSTALLED PRIOR TO 0 M-.-..-M MIN-■.-W ■— ,1 CONSTRUCTION. _ _ _ -} 25 R.Y. _ ^� �,, —=--,,i�i,;i.i,,i,rirrir,rii»a,T,irri}-r �irirrirrirrrrr,u—irir�ir�,t ------------_ — --- =`�-•-Vic.="= ---- --_— .� ---------------------- ------ - r irrrrsrriii - - — �7 _ _ -—- ---—--——-- --——--—riIj,—, sTrTr,�f�,iri rrrTmnnr,nr 'meµ` — -— _` � ` � • --- ' • `" _ .-�..` . ---_ ' . •--- - - - - - - - - - -• . - -- - - ... �-�..' . � .. ' ... _._. ' ' ' .` ....--,,�-- _ _ -- _--- -- - = ---' .' `° _ ' I' ' DUE TO LOCATION OF PROPOSED BUILDINGS FARM BROOK t ~----~-----------`__--'='----_------- r-...� _..... ` ... _.._... �... �.....__- `'= _ --_» - _t CLOSE PROXIMITY TO 10'---15' NO -IMPACT ZO t---�-= _ _-- -- — =_�- --�--- ------ - —_ _�— — - --- _ R- -- __ M __ —_ - - - �� -- -- _ _ - _ _ t ALONG WETLANDS; SPECIAL CARE WILL NEED ------------ _-----_---- __--------___---------_------_---------- T -- ___ ---- _ __ __ _ TO BE EXEI�G15ED DURING CONSTRUCTION. TRIMMING" OF VEGETATION WITHIN 10 NO -IMPACT ZONE TO BE LIMITED TO ONLY MON. ��' 2�° � �b� N/F O l � - - �--�-� -'' THAT WHICH IS REQUIRED FOR THE BERRY PATCH ti� 32' ,CONSTRUCTION OF THE BUILDINGS. o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS mz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS PLAN I S FOR SEDIMENTATION A N D INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 o 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY, AND IS NOT TO BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. B E USED FOR UTILITIES CONSTRUCTION. ` 1 inch = 20 IN ' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 11/03/04 Town Comments GBS h ft. ION SEAL AND ORIGINAL SIGNATURE OFPTHE S PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY Tel. 860.291 • 8755 ® Fax 860.291.8757 1C)Iesiogn Cvrofessionals,, Inc. ® civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 SEDOMEN76RI OM a ERO MN C(DHTRoL PLAN DESIGN: KM/ I DRAWN• KM/ CHECKED.• GBS ✓w NO.: 1893 IDATE.• 10-5-04 DRAWING NO.: dOBS/1893/1893-5, DWG PREPARED FOR: VENT WORTH PARK 225 OAKLAND ROAD SOUTH WUMSOR,, C®NMICTII4:UT SHEET 5, 0 000 1313 E3 El E3 E3 E3 0 E3 0 0 E3 E3 0 1 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL ?_ 13 E3 O 13313 © 0 0 NOTE: LO E3 0 13 C3 0 rSEE GRADING AND UTILITY E3 C3 E3 1313 SHEET FOR PAVEMENT WIDTHS 13 13 CI E3 E3 O00 00 0O0 E3 13 E3E3E3 rl m 3 C30_'A r11 rl EDGE OF PAVEMENT THRU-STREET ANTI -TRACKING APRON N.T.S. PROVIDE CLASS A (4C00 1 CONSTRUCTION OR 1/2' EXPANSION JOINT CONTROL JOINT /� EVERY 2V-0" (MAX) OR / AS SHOWN ON DRA%1NGS WIDTH VARIES PLAN [.- -FAcE 4-10" TORR nF nJ WIDTH VARIES 6" 6" 1/4• R 1/4- R 1" 1/4•/Fr SLOPE TO p1R6 a • /cr: sac C1 COMPACTED SUBGRADE 5' CON• C.t ,I?DEWAI.K 8' GRAVEL BASE SECTION 5" CONCRETE SIDEWALK N.T.S. SECTION 8" CONCRETE DUMPSTER PAD 9" 3" N.T.S. VEMENT HANDICAP N.T.S. NG SYMBOL OWNER: LOIS H. PETERSEN 440 DEMING STREET SOUTH WINDSOR, CT 06074 TEL: 644-" 1438 o }j 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE r INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. AN POSTS 1. SET POSTS AND 2. STAPLE THE SILT t G'_CUPSPOE EXCAVATE A 6"x6" TRENCH FENCING TO THE STABIUTY POST UPSLOPE FROM POSTS. SILT ENO OF THE POST SELF -FENCING ANING. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT BRIG IT INTO THE TRENCH THE EXCAVATED SOIL COMPA BACKFlLL�� CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 1 1/r CLASS 2 SURFACE COURSE 2 1/r CLASS J BASE COURSE 4' BIT. PAVEMENT '• - V ts• PROCESS STONE BASE COURSE .. 1AAVEL SUB -BASE I `�8'•••3/B' cw%iw STONE ®BASED MUCKAfx`FCC(�TRAN(`F-SCCTxx1 ON F!" CONDITIONS WDTM VARIES 1 Ile SURFACE COURSE-DITUMMS 42." BASE RSE-&NMNOUS CONCRETE, CLASS 2 C(1 NC.. CLASS I RISE 1/4' PER FT OR As DIRECTED PAMaM . AREA W PROCESS 3' tr ORAVET SUB -BASE V-3/6' CRUSHED STONE (BASED ON FIELD CONDITIONS) 6' GRAVEL DAM 10" DEPTH AFTER OOMPA011 PLACED N r*O COURSES B P WN - 6• - 314Y CRUSHED STONE AREAS -SECTION BITUMINOUS CONCRETE SECTION N. T. S. CROSS-COINTRY LAWN / sTr:l;rrs I PAVED / 11 TCPSCIL k SOO OR SIDl APIRM CRAWW NON- ROTE: ORO" SAOM MATERIAL PLACED ADD COIPACTEU N f. SEE STAtOARD DUAL FOR CLAY STOPS WERE ONE FOOT (1) (MAX) LIFTS lECESSARY P0. %-46 4 +. --4 ' •• •. '• +.:b"+. �. _ •' .. •� 2 FILTER FABRIC SMALL BE ILHVOVEH CLASS 2 YI It PER14TIrnTY OF .. • ' .. ' : •.: ' :,a• . _ WAR" TAPE PER DOW OA3 nn TO a bn � SHALL GDOtAL STATUTE SECTION MEET AASHTB N286-% 16-545, AS AMDAFD, PLACED �(M) TO 24' (MAIL) MOVEOpE. F L1FR FABPoC (SEE NO �- 12'IMN. 1/2 D. PPE FAAIR(ET PPE AS SKCF0 ,a�3?°v"'�,.��%wuy. '"^ ;.T •^- 1/2 .PPE /4 BROKEN TRAPM SimF•; .. ... OD. $EC110N PPE - INown WATER TYPICAL SANITARY SEWER TRENCH APPLICANT: GENERATION2 INC. C/O JEFFREY SAWYER 27 SUMMERSWEET DRIVE GLASTONBURY, CT 06033 TEL: 633-1124 NO. I DATE REVISIONS DESCRIPTION N.T.S. BITUMINOUS CURB N.T.S. In STREETS/ LANK/ PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL h 12' D 0; •� . Approved granola non-orgmfe bockfii material placed and compacted In one toot (max.) Ilfte. 0lo Warning tape per Conn. General Statute . O. .O• section 16-343, as amended, placed 12' O: ; (min.) to 24" (mox.) above the top of ' the pipe. Bank Run Grovel fill 0. Placed and compacted .O 0• in 6' layers. No stone Inrgnr than 1 1/2•, Material aholl Iriee! ..• .. r 12• Pipe, as specified • 112 O.D. -• PIPE 3/4- Crushed stone bedding materiel in by I • Q-• ' G • C QQ 1/% rock excova!lon or as directed the engineer. The material shall 'd•Q•' T • ' C , Q G' E.D. meet D.O.T. M.01.01.21 for 3/4• stone. Baokfll to centaNne of ' �' Ga V 4 4 Ca Q 6" MN. Pipe ehrn wing Pdyothytme a A.B.S. Dlpe. - I' t SECTION E2' 0 it I TYPICAL STORM DRAIN TRENCH APPLICATION OF GRADE V-7 3/8*- PVMT. CROSS -SLOPE W W In T- WSN Z V) - N 0 V, WIzo :2 U bl N U w3 �o TEMPORARY SILTATION BASIN N.T.S. LAWN / STREETS CROSS-COUNTRY I PAVED I TOPSOIL & SOD OR SEED N.T.S. BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. •' SAND (CT DOT M.03.02-2 FINE AGGREGATE) 12` MIN. 2" K COPPER PIPE 6" MIN. 3' SECTION WATER SERVICE TRENCH N.T.S. -- 4'-4" NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PROVIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP -PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED, MAX, CORBEL TO BE 3% NO PROJETION SHALL EXTEND INSIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12". 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS. 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. ALL CATCH BASINS SHALL HAVE 4' SUMPS TO MAXIMIZE SEDIMENT RETENTION. 11. TRAP HOODS SHALL BE INSTALLED ON ALL CATCH BASINS RECEIVING RUNOFF FROM ASPHALT. BRICK LEVELERS r Go --i CLASS 'C' CONC. OR PRECAST CONC. BLOCK CLASS 'C' CONC. 4'-0' 5'-4' SECTION A -A TYPE 'C' CATCH BASIN N.T.S. 3-5/8, 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS SPOT WELD @ EACH JOINT B CONCRETE OR BRICK INVERT B FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE NTH MAX. OF FOUR COURSES OF CONC. BRICK 3•-D'D O W l 1 Z 0 PRECAST REINFORCED 16"1YP CONCRETE MANHOLE ECCENTRIC CONE w w_ALLIu 6 Z, Cr j STEP ! REINFORCED CONCRETE cn l ! MANHOLE SECTIONS WITH w w "0 RING" JOINTS V)Q a > 5" W d V) xICo m A A MANHOLE BASE FLOW �It& 7 CONCRETE OR BRICK \ MORTAR INVERT \•6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B r•1 r- I A I r r1N r­% n r•- r% r N n 1- n A n T Ml- IINI- k UINUNt- IL MANHULL not 10 scale W-8 5/16' -4'-6 3/8"- 13/16' - 3'-1 3/4' - FRONT e� sssas ■s.11� Is1� � 111�=ill■ sssl■ t� tt� tss� tutus. 36' TOP ;ADE 5" THICK CONC, DUMPSTER PAD (SEE PLANS FOR DIMENSIONS) DUMPSTER ENCLOSURE DETAIL ILTZ BASIN #2 Type "C-L" top and grate • 0'-8 13/16' - icr 0'-s' -- - ----- STANDARD PRECAST CONCRETE UNIT--' V-6' 10 ORIFCE t24 ORIFICE 12' OUTLET PIPE k"O'NSIRUCTIVN SEI�tUEIVI�iE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 4. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 5. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTFP CPEATIOI\l ECTARLIC4! �f4GETATIQ�� QN Cnu TWAT IC Tn Dr crnnimlt rrN rnn Jvl� 11 In 1 IJ I V OC. J I "'N ILL' r Vrt LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 8. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON OAKLAND ROAD WHERE NECESSARY TO PREVENT DUST BUILD-UP. 9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 10. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 12 CUT AND FILL All APCAC !\C r1(IAICT0i II`TI(1t1 T!\ CIIDnD nnr rt rt rArinl,1r • 1.1.. 1_nJ vl VIVJ 11\VVIIVIY Iv JV UVC�/1VC CLC Vl1 I IVIVJ. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 13. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORATION STANDARD ROADWAY DETAILS. 14. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 15. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL _A_N_D SEEDING, n_ TUC nnhl TL]AnTnn ilA11 nl I-AA1 AAIV SILT nn nrnr,Ir I"I- VVIVIEVAVIVfN JfIALL I,LCNIV M111 JILI Vft VGDKIJ FROM ALL SIKUUIUKtJ ANL) I�II'tb. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. 16. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK, ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2006 SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHAI-L 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. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. -5 ALL EROSIO'l CONTROL MEASURES ARE TO RC MAINITAIKICn OR REPI Anrn n1,rn1A1n nn I.Tn11..T1 ..1 •-• .+. .. ., w•.. ,.,�. rl.wl.�...i r�i.�. Iv �� Ivinnvinuvl_V WIN F%L-F 11VC' VVICIIVV UVIV-JIKUk1I1VIV AS NECESSARY. 6. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY 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. 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 RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL 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. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 13. FROZEN MATE!'!AL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. MAINTENANCE AND OPERATION THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER TREATMENT SYSTEM. THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM. CATCH BA`'NIS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY. THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES 1'. PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE PER YEAR, IN THE SPRING BETWEEN APRIL 1 AND MAY 1. MODIFIED RIP RAP PAD - Class "A" Concrete 1'-0' 3'-0' r-o• SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DrDICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 0'-8 5/16' Type "C-L" Top 4' -6 3/8'- with Type "A" grate 0'-8 13/16' - 3'-1 3/4' - NOTES:' 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- 28, PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT - IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". 1'-0' a'-o' NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. FRONT 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. e Tel. 860.291 • 8755 ® Fax 860.29E • 8757 DET „ BLIS sign d, rofess,onals, Inc■ DESIGN. KM/ DRAWN KM/ CHECKED.- civil engineers • planners surveyors GBS landscape architects • gis • gps JOB NO.: 1893I DATE.• 10-5-04 155 Scluth Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 3/0BS/1893/1893-5.DWG BASIN #3 Type "C-L" top and grate • 0'-8 13/16, 10 12�u o'-s• STANDARD PRECAST CONCRETE UNIT- 12' ORIFCE 12a V ORIFICE MODIFIED RIP RAP PAD--" 12' OUTLET PIPE Class "A" -'- - on, 1'-0• 3'-0• 1'-a• SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS SHEET 6, A -MUT POPE AA ftmucMIADAPM MW (SEE OETAJL 7= WWO MCS Tf? OF --DAI`JAYER SEPARATM UWT /..i/ wrm MAIL a M TM l7ATERTTW COf&iE011ON �i0:,ii:7 ASTM C-023 rMMAKT MARM.)LL STORAOS MANHOLE ]BAYSAM '* ENC. --*., 301-329-6470 Fes: 301-329.3747 1010 DEE R H01AD*.IDRPA4 MOUNT AULY,1VW 21771 TTE II1AYSAVER S;13PAIbAT16N STI-STEM l!S PROTECY2D BY U.S. PATENT##5746911 FOR USE WITH HDPE/RCP' OUTLET PIPES NOT TO SCALE A CORRUGATED DPE PIPE WATERTIGHT COUPLE„ a WATERTIGHT COUPLER PLAN VIEW 4 CORRUGATIONS SEPARATOR ID OUTLET PIPE ID SECTION AA BAYSAVER_ MAINTENANC BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY. INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2 FEET. MINIMUM INSPECTION IS REQUIRED TWICE A YEAR 'lu MAINTAIN OPERATION AND FUNCTION OF BAYSAVER. MAINTENANCE CONSISTS OF THE FOLLOWING: A. CONTAMINANT STORAGE MANHOLD 1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY VACUt,. TRUCK. 2. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE: AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. B. PRIMARY SEPARATION MANHOLE 1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER. 2. KLMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM TRUCK. 3. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN, 4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES MUST BE DISPOSED OF RESPONSIDLY AND LEGALLY BY THE OPERATOR OF THE VACUUM TRUCK. Bay over Baysover Maximum Maximum Impervious Separator Manhole Sizes . Treatment Treatment Area Upit (prim. x star.) (cfs)*l (gpm)*1 (acres) 1K Boysaver 48x48 r 2.4 1076 1.2 Separator 48x50 2.4 1076 1.4 48x72 2.4 1076 1.6 60x6O 2. 4 1076 1.5 3K Baysover 60x60 7.2 3231 3.6 Separator 6Ox72 7.2 3231 4.1 60x84 7.2 3231 4.6 ` 7202 7.2 3231 4.4 5K Ba�saver 72x72 11.1 4981 5.5 Separator 72xP4 11.1 4981 6.5 72x96 11.1 4981 7.5 96x96 11.1 4981 8.0 aEVATION U NO!-SMN K WVW A7 PRIMARY MAAHOLE PAY! AA R INSTALLATION INSTRUCTIONS 1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO EXCAVATE 2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID BACK OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE ADEQUATE SPACE TO CONNECT INLET AND OUTLET PIPES TO SEPARATOR MANHOLE AND THE BAYSAVER UNIT. INSTALL STRUCTURES ON SOLID SUBGRADE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 3. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. ADJUST BASE AGGREGATE IF NECESSARY 4. INSTALL PRIMARY AND STORAGE MANHOLES, MAKE SURE THE BASES ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON BASE UNITS AND COAT WITH LUBRICATING GREASE. INSTALL ADDITIONAL MANHOLE SECTIONS AS REQUIRED. 5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS. 6. BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL, BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE COMPACTION. BACKFILL AND COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER, AND IS CRITICAL TO PREVENT FAILURE OF THE SYSTEM. 7. INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING PIPES. SEAL ALL CONNECTING JOINTS AND INSTALL REDUCER OR REDUCER/ADAPTER. PROVIDE TEMPORARY SUPPORTS AND HOLD-DOWNS AS NECESSARY TO STABILIZE UNIT DURING REMAINING BACKFILL OPERATION. 8. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT ACCESSIBLE ,TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4" MINUS STONE OR FLOWABLE FILL CONCRETE BACKFILL IS NOT ACCEPTABLE, STONE BACKFILL MYST BE PLACED CAREFULLY TO PROVIDE SUIT %3LE BEDDING FOR THE BASAVER UNIT AND CONNECTION PIPES. BACKFILL COMPACTION SHOULD BE SUPERVISED BY A GEOTECNNICAL ENGINEER. 9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS NECESSARY. 10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS. 11. FILL STRUCTURES WITH WATER. 12. THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL BE CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND THE SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS MUST BE DISPOSED OF PROPERLY. �f 6 SK+�9ffi GENERA_ CONSTRUCTION DTES 1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE CONSTRUCTION CREW. 2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS. 3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS. NOTE: BAYSAVERS ARE TO BE INSTALLED WITH THE STORM DRAIN SYSTEM AND WILL FUNCTION AS SECONDARY SEDIMENT CONTROL DEVIrrS UPON COMPLETION OF SITE STABILIZATION, EACH BAYSAVER SYSTEM SHALL BE FLUSHED CLEAN & THE MANHOLES CLEANED OUT AND REFILLED WITH CLEAN WATE ;. I WANCE AC EERN00 N0. SHEAR RNO 4K 7.90' �8 SR-27 3K 1D.W 1010 E SR-39 SK 127r 1010 SR-" I:.Y:�� I.:I 4� I 10 10 ir)i ;1 R i Io1 i aDPjvE PI I: t 3 iJ l j 29-1 _3 I'\:: ith l i BAYSAVER STANDARD DETAIL SHEET BAYSAVER SEPARATION SYSTEM STANDARD DETAILS AND DIMENSIONS DESIGNED: TEP DAFE: 4/19/00 DRAWN: ELT SCALE: AS NOTED CHECKED: TEP I SHEET: 1 OF 1 �71 4 S.N.E.T.388 EDGE OF PAVEMENT , BURIED TELEPHONE CONDUIT-� I ><;c� ;� ROAD x OAKLAMD ......,+.. ..ry . 1 C _ - - - TR AFFI C FL.�-1-2"1. - - - - _ ARD R.AI _ - /------- = 24_R.C.P._� GB �2 _ _ - N F2��5�,> X 12 +� 0 X L-1 .5 �= - - - - - - -� ATCH BASIN SPAN POLE SIGNAL BO \ BROK W ° i 6 410.111 1 w �T, T.=128.82 CATCH BASIN MON. ' BI cu B(TY .) T. CURB TY . �2.Z ' s JUT F 123.12 T.F.-133.61 124 - _ GB •: or COR ER I � FL S 1 3.41 WATER QUALITY BASIN N0.2 12 GB fHS 3— J GB GB 1 �" GB I r_I . SI GI` WETLANDS PLANTINGS W 3 JH i I FL W=12 8.31 MOBIL I L (300 S.F.) , I I I I 34-TM 4-H Q I I PROPOSED i 5-HS �� ENTRANCE SIGNUND z m 49-TM I I I 'f I TC 1-CA o 3-RCP 16 � p 26 9-HST- l 1-VDP 5 I I Q _ TC :E 3-CS 9—RCA ti� i 2—RCP —— 5—Re A PC ° °# 1 I I I 1—VDP (Do PC MS ° + + + I I t 3—PA O I 2—JH _ 2—JH Lo / N, - 00 . ' �'.\�\ ,rr�ii,,,/ R� ,• • • 6 F. Y. r- I cA ° �► o 0 , �. �, •• •. •. ,. �. , �• `;.: TYPE It 0 j o, � SEEDING MIXTURE/ PC M126 + J '911, ,. + Z 3—VC G �� \�\\ 5-RC s 1 I 2-VDP `-' ° ° �PC N /F SEEDING, LANDSCAPE AND STABILIZATIO / � � / ' ` I ' , MOBIL O I L BY BERRY PATCH � AG / 1 + I CORPORATION SEEDING MIXTURE TYPE III LEGEND 1 3—CS ° ' + QUALITY BASIN No.1 EX. CON C. CULVERT' � � � -� � 1 1—RB 2-Mc ,• Qu WATE2-IC �"3�IC '� + + ` AiL.gNpS PLANTINGS TOP: 117.9 R/ / G II I p� ICU ° PC 1-RB 4-RCP + S.F. ° FL. 113.15 _ - RADON (125 ) 0 SEEN �22' 2> 2-�,-o �° '' SHADE/OVERSTORY TREE: _ _ _-_-.�, � 1 EA ��vOR F � �'�, STONE (6" RIPRAP} FL-113.9 , �N AT PN _ 1 14 14 3S + LEAK OFF. INSTALL `- -� gERR� P/ .,�,r�i, GH P I N r 1 ' BREAK \�•,�\����I►,�r�,,, FL-114.1 - ,�` BADE 2-PJ ti` E A K I N BIT. CURB \ \,►,,,, % ,._, �,.� ��\,ti�u� —' REgK _ + 1 �\�`,,I.;% EVERGREEN TREE: . FL=114.4 -� 2-MC �. + 1-VC 17Ml I GAF %ryll' �\�\\ \ \ 1—RCP PC 1—PA 8``•.,`.` ' 2 \\1111 III m 3—I l IIII '9C``•,, / : \�\,trl '�� \��a\��hlln�,,co\ HIGH {NTCU s � 1:.,r,, % v, GRADE EAK o '`' � + t ' I�1 — � �r-r \� 0 RC °D 2-MC 0. 0 PC+ � � ORNAMENTAL FL-114.4 �- ,,�� PG 5-R I ° + + + ° FL0IN.ERlNG TREE. 1 VDP rl/i 2,� " ' ° I ,3,��,�3, �, • PC DUMPSTER PAD •• S + 1 N F �� „�. PC ` + I � + WITH ENCLOSURE 0 .0 EVERGREEN AND DECIDUOUS BERRY PATCH �! y41+`' SHRUBS: 2-Cs 5, 8 6 9 I I 7-cN /F •: . ° 2 �. TC � a ° • • � 1 . � I 2-VC 1 Ak �• I I I I 0 :�+YDPETERSEN -RC I I GROUND COVER /PERENNIALS/ +' AS 3 A 5—MS HE 4--HE2LOT 1 $-CA 3—RH TC ' �. - ORNMENTAL GRASSES: + _ 3—R 143, 552 S.F. �� �'• 1—RB 6 RC 5—HE H• 5—LM 2—RB 2— B 3.2 9 C. 5-HE + AS 3—IC 5—LM 6—R R —R 1— 1—C + 6 0 3—TC 5—CS IC ° y���� NOTE: 0I I I , 1. FOR LANDSCAPE PLANTING SCHEDULE, SEE SHEET L2. \ +` B RB I I I I I I 2. FOR LANDSCAPE NOTES AND DETAILS, SEE SHEET L2. 3--VC ' �i + + I 3. FOR SITE LIGHTING PLAN, SEE SHEET LP--1. �T 0 + I ' 00 1 + "O O s ` ,n 4. INTERIOR LANDSCAPE AREA FOR PARKING (57): WATER QUALITY BASIN N0.3 q � •• WETLANDS PLANTINGS j �; REQUIRED: 2,309 S.F. I '�• MS I I I o M (625 S.F.) '�� _ �` I AG /' 5-IC 2-PJ PROPOSED. 5,219 S.F. (11.3 7) 3-CS MS M 1-RC SEEDING MIXTURE TYPE III >1 R L. 7 8 1 SEE""'! MIXTURE ' ' I �22 0j2 G MIX RE TYPE II - - I , 124 s OF NATIVE VEGE CATION MAINTAIN MIN. 10 15 \ a?e ti �2 1i *,in � I OUTSIDE OF WETLANDS LIMITS. AREA TO BE STAKED o `• I i ' ED BY SURVEYOR AND ORANGE '. oD 2,•;, i 1 I CONSTRUCTION FENCING INSTALLED PRIOR TO 3—VD P + co� ;,V�' - - , _ I I CONSTRUCTION. - - - - - - - _____ -- - _ t DUE TO LOCATION OF PROPOSED BUILDINGS IN FARM BROOK_ -- ___--- CLOSE PROXIMITY TO-10' 15' NO -IMPACT ZONE ---- --- ---_-_--- _ -- --_ AN S'� SPECIAL CARE WILL NEED ALONG WETL J� TO BE EXEReTSEDDURING CONSTRUCTION. — — - - --- _ TRIMMING OF VEGETATION WITHIN 10' -�22 �— •17'o2"E / NO--WPACT ZONE TO BE LIMITED TO ONLY 3-VDP 1-IV 4-VDP 410.11' I.P. TO TI••T WHICH IS REQUIRED FOR THE BERRY PATCH MON. �� N/F �o 7-CAE NEW SHRUB/TREELINE 2, BE SET CONSTRUCTION OF THE BUILDINGS. NEW / ti '� ti3 SHRUB/TREELINE o x 1. UNLESS OTHERWISE N01;_J, EXISTING UTILITY REVISIONS THIS SURVEY PAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THROUGH 2O-300b-20 rl Tel. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 (� m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ��, L�D�� e o ��UV BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 ,� t"EN7'W(JR WORTH P.�41�K 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP I5 SUBSTANTIALLY CORRECT AS NOTED HEREON. Cprofessionals, ���■ L 1 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. (IId F'F.E'T) I DESIGN.•RLB DRAWN MIA CHECKED.• RLB .22.5 OAK LAND ROAD 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-03-04 TOWN COMMENTS RLB I ® civil engineers •planners •surveyors 128s2 inch = 20 ft. ION SEAL AND ORIGINAL SIG!- ATURE landscape architects is s JOB NO.: 1893 DATE.• 10--5--04 OFPTHE S PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. p g gp L2 165 youth Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS 1893 1893—L1.DWG ��v�� � `�'�® ®F �l��� SEEDING MIXTURE TYPE III SEEDING MIXTURE TYPE II I ANC-grAPF NnTFC- WIRE OR CABLE "'ES 'I BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.)) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN. TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE, TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE. SPACED EVENLY AROUND THE TRUNK. 1\ [0.75 IN.] DAY. 1.i PLASTIC FLAGGING OR OTHER VISUAL PLASTIC HOSE / MARKER ON EACH WIRE. GALVANIZED WIRE OR CABLE CABLES REQUIRED WITH EARTH ANCHORS FOR ALL TREES OVER 6' CAL TWIST WIRE TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS, TURNBUCKLES REQUIRED FOR TREES OVER INSTALLED PER Mf'•-'1Af.TURERS 150 MM (6 IN.) CALIPER. DIRECTIONS. 750 MM (30 IN.) LONG --------------- WOOD STARE. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL c rVU Inc 6q iV CVKrAI,C Vr mE rnwtwim 6 ymW Ut THE WIRE UK GABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE RE` ';S WHY TREES 00 NOT REMAIN STRAIGHT, o TREES WITH POOR-UUAUIY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY. RESULTWG IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT 00 NOT ADEOUATELY TANP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL. PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES I. GUY TREES IN EXCESS OF 6• CALIPER AS APPROVED BY OWNER'S REPRESENTATIVE IN NO CASE SHALL TREES THAT HAVE SETTLED OUT OF PLUMB BE PULLED UPRIGHT WITH GUYING WIRES. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 75MM (3 IN.) CALIPER OR LARGER NOTE: FOR DETAILED REQ Hocunrnc - I I BACK TILL WITH C.\'IJIING SDI.. TREE RELATED TO THE PLANTING OF THE I f / IN SANDY LOAM SOILS, ADD 20% 4 MAX, BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING "TREE PLANTING DETAIL." LOAMY SOIL �• 1*1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR TAMP SOIL AROUND ROOT BALL 2 TIMES COMPACTED MOUND BASE FIRMLY WITH FOOTPRESSURE THE ROOT BALL DIAMETER UNDER THE ROOT BALL TO SO THAT ROOT BALL DONOT SHIFT. PREVENT SETTLEMENT, LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27Y: LOAM, SANDY LOAM AND SILT LOAM. NOTE hIAT SOILS AT THE OUTER LIMITS OF ,TIE - QL ASSIFICA,IONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT AN11(;IPAIEO BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER, THE SOL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLAN OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE. DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. .C\JIL I VIPRV VL.IVI1- V 1 DE T AIL TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASS MES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SO. FT� DO NDT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIM85 CO -DOMINANT LEADERS ANTI BROKEN OR D9b BRANCHES. SOME R•ifERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED• HOWEVER DD NOT REMOVE THE TERMINN BGDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. OETREESEURET APPROVAL F THE LANDSCARCHITECT SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. EVER SET TOP OF ROOT FLUSH TO GRADE OR 25-50 MIA 1-2 IN. - HIGHER IN SLOWLY D NG SD'LS. 200 MM (8 IN.) - SO MM MULCH INE_NUULCWEH. DO NEO TRUNK. A MINIMUM OF ONE YEAR AFTER PLANTING. NOTE: FOR DIMENSIONS OF PAMENE DMENSS, AREAS� SOILS REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." 'rrr','„'�'� 1 100 MM r4 IN.) HIGH EARTH SAUCER r n rr BEYOND EDGE bF ROOT BALL. r, „err REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL. CUT THE �RRE KET IN FOUR PLACES AND FOLD DOWN 200 MM (B IN. jINTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATEO OR TAMPED SOIL TAMP SOIL AROUND ROOT BAIL SO THAT RbT�BALLF DOESRNOTUSHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL TREE PLANT!NG DETAIL B&B TREES IN ALL SOIL TYPES NOTE THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LAROI THAN 240D MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3' HIGH EARTH SAUCER (TIN.) 3' SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1' SHREDDED BARK MULCH GROUND COVER BEDS CC:- -ACTED SjjUBGRAOE (TYP.) PLANTING 12q(MIINI;NRE (TYP,) BALL DIAMEIIIt + ,2• SHRUB PLANTING NOT TO SCALE 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY EXISTING TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WETLANDS AND RESIDENTIAL LANDSCAPE BUFFER AREAS. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE I (LAWN AREAS): NOTE: 1. STAKE OR GUY TREES ONLY WHEN RI t]F(,RASS RI FryD (-4 VAPIPTIP'c) �n� TIP AAIXTI IPF \" " j " . " ,.,Ir.IwINI- NECESSARY FOR SPECIFIC SITE CHEWINGS RED FESCUE 30% OF MIXTURE CONDITIONS AND WITH APPROVAL OF PERENNIAL RYEGRASS 20% OF MIXTURE OWNER'S REPRESENTATIVE. APPLICATION RATE. 4.50LBS. PER 1000S.F. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE) WHEN IT IS IMPOSSIBLE TO PLANT TREE PERENNIAL RYE GRASS 10% OF MIXTURE WITH THE TRUNK ORIENTED IN THE SAME CREEPING RED FESCUE 10% OF MIXTURE NORTH ORIENTATION AS IN THE NURSERY. ALSIKE (,'[-OVER 53! nF AAIXTIIIPE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5,00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (STORM DETENTION/WATER QUALITY BASIN) NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, iNC.(412)548-8000 APPLICATION RATE: 1 LB. PER 2500 SQ. FT. WITH ANNUAL RYE GRASS TO ACHIEVE STABILIZATION. 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1-2004 BY THE AMERICAR" NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING VVIOlUE IHE ABOVE ,,'LUrILO DAIES, IHE I:VINiRfil;lVR SHALL SUBMIT TIN 1NRIIING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10, PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 107o-20% E. CLAY-15%-20% 11. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM_ OXIDE). R. CERTILIZER SHALL BE O`F A FnRIVIVLtA IIVDII^.A IED B Y THE ov T•, D I IING IV /Aur11t.Vt. A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. NO SOIL AMENDMENTS FERTILIZER SHALL BE USED FOR AREA DISTURBED WITHIN WETLANDS OR CREATED WATER QUALITY BASINS 12. DAYLILIES AND PERENNIALS SHALL BE INSTALLED AT 24' O.C. APPLY 2" OF BARK MULCH, IN AREAS OF GROUND COVER AND PERENNIALS OR OWNER SELECTED ANNUALS. 13. TREES IN EXCESS OF 3" CALIPER SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO THE SPECIFICATIONS AND APPROVAL OF LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. WRITTEN REQUEST SHALL BE SUBMITTED 10 DAYS PRIOR. I I I � I ,.-_.-..-...-......-.-.-_-_..,...,.._-_.._..-....-..--.........---- -...._I i I ---_-------.. -----.....----------- -I BRICK ENTRANCE SIGN NOT TO SCALE I� x o 1. UNL rSS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATIO!: ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 11-03-04 TOWN COMMENTS RLB RICHARD L. BOSTON f UCENSED LANDSCAPE ARCHITECT NO. DATE DESCRIP710N BY CONNECTICUT LICENSE NO. 568 I ill III Ill I I_IIL1JLU I I Ili III III I IJILIJLU I I III III ill 1 J JI..i.. I L 1i I I I 1 CONCRETE FOOTING L_------ I 3'-0' SECTION: LANDSCAPE PLANTING SCHEDULE QTY. I KEY I BOTANICAL NAME COMMON NAME SIZE ITYPE I REMARKS: i4 AS ACER SACCHARUM 'LEGACY' LEGACY SUGAR MAPLE 12" CAL. I B&B I PLANT AS SHOWN (35'HT-2_ _5_'W_ ' AG AMELANCHIER 'AUTUMN BRILLANCE.' 'AUTUMN BRILLANCE' SHADBLOW 5'-6' HT CONT. MULTI -STEM (20'HT-15'W) GB GINKO BILOBA FASTIGIATA FASTIGIATE MAINDENHAIR TREE 3" CAL. B&B PLANT AS SHOWN (50'HT-25W) 6 MS MAWS X 'SNOWDRIFT' SNOW DRIFT CRABAPPLE 2" CAL. B&B PLANT AS SHOWN (15'HT-15'W) 8 MC MAWS 'CORALCOLE' CORALBURST CRABAPPLE 2" CAL. B&B PLANT AS SHOWN (10'HT-12'W) 9 PC PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT SELECT PEAR 3" CAL. B&B PLANT AS SHOWN (30'HT-20'W) 15 ( IC I TILIA CORDATA `CHANCELLOR' CHANCELLOR LINDEN 13" CAL. I B&B I PLANT AS SHOWN (30'HT-20W) 2 2 0 14 16 25 44 7 5 38 10 13 83 18 ff 115 AF PG PN PS To CAE CS IC JH Pi RB RC RCA RCP TM VC VDP ABIES FRASERI FRASER FIR 6' HT B&B PLANT AS SHOWN (45'HT--25'W) PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B PLANT AS SHOWN (60'HT-30'W) PINUS STROBUS EASTERN WHITE PINE 6'-8' HT B&B PLANT AS SHOWN (80'HT-40'W) THUJA OCCIDENTALIS 'TECHNY I MISSION ARBORVITAE 16' HT + B&B ( PLANT AS SHOWN (20'HT-10'W) CORNUS ALBA, VAR. VARIEGATED DOGWOOD 2'-3' HT CONT. 6' O.C. CORNUS SERICEA RED OSIER DOGWOOD 2'-3' HT CONT. 6' O.C. ILEX CRENATA 'GREENLUSTER' GREENLUSTER JAPANESE HOLLY 2'--3' HT CONT. 4' O.C. JUNIPEROUS HORIZONTALIS 'VAR.' 'DORTHY BLUE RUG JUNIPER 18"-24" SPRD CONT. • O.C. PIERIS JAPONICA WYCOFF' DORTHY WYCnFF PIFRIS 24"-30" HT CONT- RHODODENDRON RHODODENDRON 'BOULE DE NEIGE' BOULE DE NEIGE RHODODENDRON 24"-30"' HT CONT. 5' O.C. RHODODENDRON 'CAROUNIANUM 'ALBUM' WHITE CAROLINA RHODODENDRON 24"-30"' HT CONT. 5' O.C.. SPPING ONLY RHODODENDRON 'CATAWBIENSE 'ALBUM' CATAWBIENSE WHITE RHODODENDRON 24"-300' HT CONT. 5' O.C. RHODODENDRON 'CATAWBIENSE 'PINK' CATAWBIENSE PINK RHODODENDRON 24"-30"' HT CONT. PLANT AS SHOWN TAXUS X MEDIA 'EVERLOW EVERLOW YEW 18"-24" HT CONT. PLANT AS SHOWN \ARLjRNi1Ni CnRY1MIRnCI Im v .' ul�uc�I ICU oI I Icocoov uv1 1ILAv.je 1 u�..,�.vr r.r. i . _" _ ." . 1t3 -L4-- HI nn.rr Vvlq I. _• _ 5- 0. C. VIBURNUM DENTATUM I NORTHERN ARROWOOD ( 18"-24" HT I CONT. ( 6' O.C. 2 CA CALAMAGROSTIS X ACUTIFLOA, VAR. 'K. FOERSTER' FEATHER REED GRASS 1 GAL. CONT. 36" O.C. 25 EP EUCHINACAEA PURPUREA 'WWF' STRAIN PINK CONEFLOWER 1 GAL. CONT. 18" O.C. 0 EP2 EUCHINACAEA PURPUREA 'WHITE SWAN' WHITE CONEFLOWER 1 GAL. CONT. 18" O.C. 26 HS HEMEROCALLIS 'STELLA D'ORA' STELLA DE'ORA DAYLILY 1 GAL. CONT. 24" O.C. i 0 HE HOSTA SIEBOLDIANA 'BLUE ANGEL' BLUE. ANGEL HOSTA 1 GAL. CONT. 24" O.C. 32 HE2 HOSTA SIEBOLDIANA 'PATRIOT' PATRIOT HOSTA 1 GAL. CONT. 24" O.C. 15 LM URIOPE MUSCARI 'VARIEGATA' VARIEGATED ULYTURF 4 INCH POT 12" O.C. 5 MS MISCANTHUS SINENSIS 'LITTLE ZEBRA' LITTLE ZEBRA MAIDEN GRASS #2 CONT. 10 PA PENNISETUM ALPOECURIODES 'HAMELN' 'HAMELN' FOUNTAIN GRASS #2 CONT. 24" O.C. 9 RH REBECKIA SULUVAN111 'GOLDSTURM' 'GOLDSTURM' BLACKEYED SUSANS' 1 GAL. CONT. 24" O.C. 19 CS CAREX STRICTA TUSSOCK SEDGE 1 QT. CONT. 36" O.C. 26 I19 IV JC IRIS VERSICOLOR BLUEFLAG 1 QT. CONT. 24" O.C. JANCUS CANADENSIS CANADA RUSH 1 QT. CONT. 36" O.C. 19 SF SCIRPUS FLUVIATALIS RIVER BULRUSH 1 QT. CONT. 36" O.C. 19 SP SCIRPUS PUNGENS + THREE SQUARE I 1 QT. I CONT. I 36" O.C. 26 SV SCIRPUS VAUDUS SOFTSTEM BULRUSH 1 QT. CONT. 24" O.C. 1 P TA TYPHA ANGUSTIFOLIA NARROW -LEAVED CATTAIL 1 QT. CONT. 36" O.C. NOTE: FINAL PLACEMENT AND PLANT QUANTITIES OF WETLANDS PLANTINGS TO BE COORDINATED WITH LANDSCAPE ARCHITECT OF THE THREE CREATED WATER QUALITY BASINS. GROUPINGS WILL BE BASED ON PLANTINGS 24"-36" ON CENTER WITHIN THE WET BOTTOM OF BASIN. OFING (BLACK) )) ib Tel. 860. 291 • 8755 ®Q ■ Fax 860.291.8757 es� ■ rofessionals, Inc. ® civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 �L 01 DW C_A.PE_DETALLS DESIGN.• RLB I DRAW. MHA CHECKED.- RL8 JOB NO.: 1893 I DA TE.• 9-21--04 DRAWING NO.: 189J1189J--L2. DWG OWNER: LOIS H. PETERSEN 44V L�JE�w'ING STR€ET SOUTH WINDSOR, CT 06074 TEL: 644-1438 APPLICANT: GENERATION2 INC. Cjv uEFFREY omVYYER 27 SUMMERSWEET DRIVE GLASTONBURYI, CT 06033 TEL: 633-1 124 PREPARED FOR: WENT WORTH PA. RK OAKLAND ROAD SOUTH IMMSOR cCONMCTUCU ' L 2 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PARrFI ARFA r�? c P- -- .. ... ._._ . .. ..-. . 1 1-,-V4- V.1 . 3.29 AC. 3. HORIZONTAL DATUM NAD '83 VERTICAL DATUM NAVD '29 4. VARIANCE GRANTED 3-10-88 TO ALLOW LESS_ BUFFER._ 5. WETLANDS AS SHOWN ARE TAKEN FROM MAP REFERENCE #2. + bNUKLIN MON. LIGHTING LEVELS VEHICLE ONLY Average fc: 2.02 Max. fc: 5.2 Min. fc: 0.6 Ave/min: 3.37 Max/min: 8.67 PEDESTRIAN/PARKING Min. fc: 0.6 GH�TD ISTANCE = '� v A'q LUMINAIRE FOR SIGNAGE LIGHTING, SEE DETAIL. T DISTANT = ,PjG0—'± P Rl4�P �_ EN IIKA kE SIGN A U A R R Luminaire Schedule PrOjeh.. L. All F I Vjeit5 Symbol Qty Label Arrangement Lumens LLF Description 18 A SINGLE 14000 0.750 PRM3—V3-150T6MH at 15ft mount I ' 1 2 I B ( DOUBLE 14000 0.750 PRM3—V3-150T6MH at 15ft mount 14 ! h CQ w 105 4- O. Q> L ' 0 14 VV o w Q •. + G co •,, TP A 1= � � U� LI a ,$4� REG A A N /F BERRY PATCH C-i a S 4 LO 1�'St \ 6 �. �• � �w ��� MAP REFERENCES: 0 0 3 1. MAP OF PROPERTY OF LOiS PETERSEN SOUTH WINDSOR, CONNECTICUT NOVEMBER 7, 1986 SCALE 1"=40' BY ALFORD �• ASSOCIATES, INC. 3 31 2. SUBDIVISION PLAN PREPARED FOR OAKLAND LENDER P 3 S 3 ASSOCIATES, OAKLAND ROAD SOUTH WINDSOR, CONNECTICUT, B RB Y 3-1-90, SCALE 1"=40', BY DESIGN PROFESSIONALS, INC. 'CTA ' LIGHTING FOR SIGNAGE EQUAL TO MANTARAY M15 SERIES GARDCO LIGHTING W/HORIZONTAL FLOOD LIGHT DISTRIBUTION ' 1O 39W - MH W/25' AIMING AT 4' SETBACK FOR SIGN. i 1 PLAN VIE1K FINISH GRADE III- SONOTUBE TM (BY OTHERS)/ ELEVATION LOWER PVC MOUNTING FRAME SITcl LIGHTING FOR ENTRANCE SIGN N.T.S. zo { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-03-04 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE 25 R.Y. UPPER ' — -- ... FARM BROOK OBONA MOUNTING �^ A ----Al 5' BUFFER MOUNTINGUNTING FRAME MON. REVISIONS TOWN COMMENTS DESCRIPTION RLB BY N /F BERRY PATCH E 4) _ S42'17'02"E _ 410.11' -------- - - - - -- - - -- --------------- -------------- SPAN POLE �31G-NA—❑ L BOX LEGEND MOBIL S ID EXISTING MONUMENT ® EXISTING IRON PIN 0 IRON PIN TO BE SET -0- EXISTING UTILITY POLE ® DUMPSTER PAD -- EXISTING PROPERTY LINE --• REGULATED AREA - A A INLAND WETLANDS q 0) \v LO ` M z N/F I�VIVBIL VIL CORPORATION KEY t ENTRANCE SIGN 'E PROPOSED PARKING LOT LIGHTING FOR WENTWORTH PARK DUMPSTER PAD 1 WITH ENCLOSURE -> 1 N /F LOIS H. PETERSEN OWNER: -G '..OiS H. PETERSEN ' 440 DEMING STREET SOUTH WINDSOR, CT 06074 TEL: 644-1438 ' APPLICANT: GENERATION2 INC. C/O JEFFREY SAWYER 27 SUMMERSWEET DRIVE GLASTONBURY, CT 06033 TEL: 633-1124 f! o oUi M 1 N � . ' Z ► 1 If' HOOD CAST ALUMINUM. HINGES OPEN FOR REFLECTOR SEGMENTED TYPE 3 LIGHT —bISTRTBU TIOIT WITH VERTICAL LAMP DISTRIBUTION. STRUT 2) CAST ALUMINUM LENS CLEAR ACRYLIC BALLAST POST TOP FITTER ALUMINUM CAST SLIPS OVER 4" O.D. POLE SECURES W/(6) S/S SET SCREWS. 1 I f ALUMINUM CAST POLE COLOR: BLACK I PARKING LOT LIGHTING --- CATALOG NUMBER: PRMS V3 04A-1334 FINISH: POLYESTER POWDER COAT COLOR: BLACK LAMPING: T6 LAMP TYPE: MH T6 SOCKET: G12 WATTAGE: 150 j VOLTAGE: 277 ALL BALLAST ARE HPF CONSTANT WATTAGE -30 1.F. iv BE SET Tel. 860.291 . 8755 20 GRAPHIC SCALE Fax 860.291.8757 9JI MIN PLC 0 10 20 40 j7esign PLAN rofessionals, inc. IN FM DESIGN.• RLB DRAWN.• RL 8 CHECKED.- GBS i inch = 20 ft.civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 1693 IDATE.• 10-5-04 1 165 Souuth Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: OWS/1893/1893—LP.DWG DEGREE STARTING. ALL SOCKETS ARE PORCELAIN, PULSE RATED 4KVA. LEVELING NUTS AND WASHERS MUST BE INSTALLED UNDER ALL BASES. THIS FIXTURE MUST BE GROUNDED IN ACC�,w)ANCE WITH LOCAL CODES OR THE NATIONAL ELECTRICAL CODE. FAILURE TO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY. DEPENDENT RESURVEY PREPARED FOR: SHEET WENT WORTH PAR" K LP 1 22.5 OAKLAND ROAD 41 SOUTH[ WINIDSOR,,C®NNECUT� LP 1 i € rfo v : O Cc 7 rrtrit � o 3 W o y co w V � m 102'-O" cn CD �m 34'-0" 34'-0" 54'-011 vQ co � O s � to m c um Q { 4 rs z O W m m n:f F- �o�c¢��Wo0 ¢m2owLL OCL. - cnZdw Uzg3�OQw¢5�Eaoir own Odwwal~-xPF--OLL1NCCz� wgOOZLL>— - 0 jQq F-0XCLWF zwm-- L-Mcwj)m) MU-=dd}OzZDdJLL d 0O-w-gmow-zm3O � �zw rocOf-w-z~UO cA U 0 E-2 d5w0tQ=�90o-UdZpQ5Q>cnEQU M(Dm�O=�Xz cnmUOtr wcod S z o ocTENANT 5EPERATION HALL zw= oQc 0 ° �T-1-1—FT7 I I I I I I TT--1-1—i—T FT-1 I—i—T� LLIJ_I—L --- I I I I I I I_L1J�1_L_ / / ifl # rs C15 - P4050 - C15vxll,171zllp� Z� ? - lD .O . �. H C15 - P4050 - C15 v tL GOMP051TE 00LUMN5 pp 6„ I- O v 17'-0" 17'-0" 17'-O" I7'-O" 17'-O" ley 1111 cp -O z Oil CL ► w 102'-61, z w m ino SCALE A5 NOTED JOB NO. 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