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HomeMy WebLinkAbout02-68P_PUDIM HILL ESTATES_BARBER HILL ROADSUBDIVISION MOROI Im. IN, I � S INDSOO R ECTI UT prepared 0 0 P52100 0 C)Ra2�0 on(K�. h Civil Engineers • Planners - Sumic lem, - CIS 165 South Satelilto CIoad South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 T 00 oy9s mF s o� 1 & R0®� c> z SIT oqo E p tt � w a m \ VSOG�. zz mz m T °-lu . L2 74 DRIVE HA TA,' w LA E o yo AY 9 z ?ACORN IELD KA EN D LAN w r y ROADS B UEBERRY 1 TU m LP �" CIRCLE 6 CIRCLE m 4 v VIR II M� JARED LE E CIRCC BERLE ROAD R � VALD 00COURT. FO CIRCLEQO DART CIRCLE KELLOG / �O O ROSEMARY LANE �1° \ � d� CA \� S' OQ R QD PAPER CHASE DgRT � m� OAP �P� WOOO DESIGN PROFESSIONALS, INC. LOCATION PLAN N.T.S. I THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFE5510NAL5, INC-., AND HAVE BEEN PREPARED 5PEGIFIGALLY FOR THE OWNER/APPLICANT FOR THI5 PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPO5E OR 5Y ANY OTHER PERSON OR PERSONS NOR R' PRODUCED IN ANY MANNER WITHOUT THE EXPR-55 WRITTEN PERM15510N OF DESIGN PROFESSIONALS, INC. THE5E PLAN5 ARE INVALID UNL.E55 THEY BEAR THE ORIGINAL SIGNATURE AND IMPRC-55ION SEAL OF THE PROFE55IONAL ENGINEER OR 5URVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE LLUUL AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEI. LIC. No OWNER/APPLICANT VINTAGE HILLS, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 P�,NP'IiJG J�C'�T. SCALE 1"-100' 010. 1 jal 'A P %,JF' %off W I crvs z G— -- Zoning Data Block 7nKIC. DD CONVENT! lIAI AI CI IDr)l\/ICIfIAI LVI`I L• 1\1\ VVI\. LI�IIV1�/1L JVuv I♦ IVI\ ITEM REQUIRED/ALLOWED PROVIDED Lot Area 40,000 sq. ft. min. 43,559 min. Lot Width 175 ft. min. 175 ft. min. Lot Depth 200 ft. min. 249 ft. min. Lot Coverage 10% max. 10% max. Impervious Coverage N/A N/A Building Height 30 ft. max. <30 ff. Front Yard 50 ft. 50 ft. min. Rear Yard 50 ft. 50 ft. min. Side Yard 20 ft. 20 ft. min. Open Space * * Not required for subdivisions with less than six (6) proposed lots. MAP LOT ABUTTER LIST 139 1 BARBER HILL ROAD VINTAGE HILLS, LLC 3 BARBER HILL ROAD SOUTH WINDSOR, TOWN OF 08 4 345 BARBER HILL ROAD PHILLIPS MARGARET C. LIU 5 365 BARBER HILL ROAD SPIEKER, DEBORAH A & LAWRENCE A 6 985 FOSTER STREET EXT. DZ£N, JOHN A ✓R. & JENNIFER M. 25 BARBER HILL ROAD VINTAGE HILLS, L.L.C. 149 4 HARTFORD, CT CONNECTICUT, STATE OF 1 2 j i SHFFT INnFIX COVER SHEET BOUNDARY SW \"IIV7Y PLOT PLAN TOPOGRAPHIC CLAN EROSION & SEDIMENTATION ��NP 1-1 rn�� nI Al n0 U U N 0 V=N JI! r h_P REV.: APRIL -7, 2005 REV.: FEBRUARI' II, 2005 DATE: NOVEMBER I, 2002 SHEET 1 E:\JOBS\1499\1499-1 ir i NnTFC- OWNER ZAP PLICANT VINTAGE HILLS, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 :� n u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 1 1 02 /"11 /03 1 Address Town Eng. Comments & Approval Conditions I BEE NO. I DATE DESCRIPTION 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 3. TOTAL AREA OF THE PROPERTY = 87,118f SQ. FT. 2.00f AC. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X — AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 — COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY IS IN ZONE RR. MAP REFERENCE: 1. PROPERTY OF JOHN, EDWARD & AUGUST PUDIM TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR, NIEDERWERFER & BARBER HILL RDS., SOUTH WINDSOR, CONN. SCALE 1"=100', JANUARY 1969, A-3 ACCURACY PREPARED BY ENG. DEPT. N /r %AKITAf-%r U11 I Q� I I r. S89'54'24"W -- -- -- -- LEGEND 249.08' EXISTING PROPERTY LINE CD-) EXISTING UTILITY POLE 11 20' S.Y. EXISTING STONE WALL N J ' LL EXIST. SHED EXISTING TREE LINE EXISTING DRAINAGE PIPE d M N J I ` f I 1 �oII rn z l� ^O (Cy { w PARCEL AREA Z. vim° r 0 Lo ° 8 791 18± S.F. o i I `" 2.00± AC. A x z X 1 O � W � O 4 r� ( O 5_ ° I � � I G C I I ° I 4 20' S.Y. 0o aL-r- Ih 249.08' w S89'54'24"W z = � a ocx�o ° 24" OAK W/ WIRE ° �I N 11 TOM OF SOUTH WINDSOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED 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 ' RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 'b 0 20 40 80 ( IN FEET ) 1 inch = 40 it. 860.291.8755 Q V O n . Ell (Civfl Cn&eery Nanner s - Surveyors - (CIS 165 south satellite road south windsor • connecticut 06074 BOUNDARY UNDL,- RY SURVEY DESIGN. • BEE I DRAWN.• BEE I CHECKED: RPM ✓OB ,vo.: 1499 IDA TE.• 17101102 DRAWING NO.: ✓OP.S'1I499114199-2. PROPERTY SURVEY/RESURVEY PREPARED FOR: Pudim Hill Esta tes Barham MR1 Read South Windsor, Co mmectlenT SHEET 0 NOTES: OWNER/APPLICANT VINTAGE HILLS9 LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. — 860 4-321 8- w Ij x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY O LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 A+vD ORIGINAL SIGNATURE OF THE PROFESSION,,L ENGINEER/SURVEYOR. rNln_ REVISIONS 02/11/03 Address Town Eng. Comments & Approval Conditions DATE DESCRIPTION BEE BY n0 G." QL1nB4d Tr Lill I I I A NiP Vnvt lmur- rTILL--# 1.. LLP. S89'S4'24"W 249.08' I LV J. I. � EXIST. SHED U f � TOT o� o C) ` 43,559± S.F. 1.00± AC. U) p L � {V 1 O � tL ILO O O Ui pi�fTl O� L20' S. Y. v F- w Z S89'5424"W — �'` 249.08' Nun 20' S.Y. O N io I) ` LOT 2 i 43,559± S.F. Ul �o II � 1.00± AC. I of i JJ I I 20 S.Y. ` rl 249.08' w ` S89'54'24"W 0 EXISTING STONE WALL 0 TO ®E REMOVED 24" OAK W WIRE NIF T OV,,W OF SOUiI� VANDSOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED 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 RICHARD P. MAR T EL 12882 LIC. No. 09 To� olle s 2vuaot �� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CT 06074 FO��.CON� TELEPHONE (860) 644-2511 0 ZCERTIFIED MAIL T December 16, 2002 w y Z —1 Mr. John Jacques w Vintage Hills, LLC LIJ 67 Ridge Road t— v ~ R—th Wi.,]g fT OtA74 0 FDear Mr. Jacques: X Z Re: Appl 02-68P, Vintage Hills II w GRAPHIC SCALE 40 0 20 40 BO ( IN FEET > 1 inch = 40 ft. We are pleased to advise you that the Planning & Zoning Commission voted on December 10, 2002, to approve with modifications application 1102-68P, subdivision for 3 acres to create two lots to be known as Vintage Hills 11 on property located on the easterly side of Barber Hill Road, RR Zone as shown on plans prepared by Design Professionals, Inc., project #1499 and dated November 1, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for 2 lots, numbered 1-2. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. Water shall be supplied to this subdivision by public water. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of V = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 6. Septic system final design(s) must be submitted to and approved by the Environmental Health Officer prior to filing of mylars and issuance of building permits. 7. If, for any reason, finished grading and other individual lot site work is not completed, die Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 8. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one-year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 9. A drainage assessment fee in the amount of$100 shall be submitted to this Commission. 10. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 11. The Town Engineer's review comments dated 12-5-02 must be addressed to the Town Engineer's satisfaction. 12. Street line must be established on Barber Hill Road frontage. The property between the edge of the road and the front property line must be deeded to the Town. The deed must be submitted prior to filing the mylar; all deeds must be in accordance with the policy_ for accepting deeds and must be approved by the Eneineerine Department and Town Attorney. v v 13. The subdivision must be renamed so that it does not include the name of an existing subdivision. Black and white transparent mylar of Sheet # 3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission mast be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by March 29, 2002. After filing these plans, a copy of die receipt must be submitted to the Planning Department. i/iCncceeerely. Kevin McC n, Chairman, Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Design Professionals, Inc. Town Sanitarian 860.291.8755 esign ro ssionals, info ■ Civil Engineers • Planners . Surveyors . tGOS 165 south satellite road • south Windsor • Connecticut 06074 PLOT PLAN DESIGN. -BEE DRA WN: BEE I CHECKED: GBS ✓OB .,vo : 1499 DA TE: 11/01102 DRAWING NO.: IOBS1149911499-J.. dwa 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2, HORIZONTAL DATUM: NAD '83 3. TOTAL AREA OF THE PROPERTY = 87,118f SQ. FT. 2.00± AC. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN. AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCFI 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY IS IN ZONE RR. MAP REFERENCE: 1. PROPERTY OF JOHN, EDWARD & AUGUST PUDIM TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR, NIEDERWERFER & BARBER HILL RDS., SOUTH WINDSOR, CONN. SCALE 1 "=100', JANUARY 1969, A-3 ACCURACY PREPARED BY ENG. DEPT. LEGEND --- EXISTING PROPERTY LINE m.) EXISTING UTILITY POLE a=� EXISTING STONE WALL EXISTING TREE LINE EXISTING DRAINAGE PIPE ---- PROPOSED PROPERTY LINE —W PROPOSED 8" D.I. WATER MAIN PROPERTY SURVEY/RESURVEY PREPARED FOR: Pudim Hill Estates Barber MR1 Read SOUt Ta WindGOT, Connecticut SHEET WE mllff,� 1' FRONT ELEVA11ON NOT TO SCALE U"I Wlil-1h ADJUST FRAME ELEVA WTH CONC. BLOCKS /--BRICKS, 6' TO 12' ALL JOINTS TO BE -PANTED FLUSH h FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT,' I PRE CAST SUMP OR SLAB (OR EWAL) 35A 6' OF 3/4' CRUSHD STONE NOTES 1. MMMUN COVER OVER ivr ur rlrt SHALL BE 2'•0". 2 WALL THICKNESS TO MEET0 LOADING. SIDE ELEVATION 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS INSIDE DIMENSIONS REMAIN THE SAME. 4. All PIPES SHALL BE CUT FLUSH PATH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE "C-L" CATCH BASIN LAMM STREETS/ STREETS/ LAMS PAVED AREAS PAVED AREAS -C 011lllRY SEE PAVEMENT DETAIL SEE PAVEMENT In DETAIL 4. '�CII O n m Approved gronulor non -organic bxkflAFc) O 7--M I I I- 12' O U materlol placed and carp-ted - foot (mox.) lifts. O 12• -i Cl (0) o ° o O O O Wamkp tope per Conn. General StatuteO aeatlon 16-345, oa om•nd•d, placed 12' C' (Min.) to 24' (max.) above the top ofO Run (A BackGraveln Sand Bkmkel Placed and oompoctad in 8• layers. ^ o atone \' 7 O 0 -T lager ih' 1 1/2'. 12• Material shall meet P", as specified D.O.T. M.02.05 12• 1/2 O.D. 1/2 O.D. FIDE -+ 3/4' Broken Troprock I PIPE 1/2 O.D. C Q 4 3/4' Crushed stone bedding material O.D. PIPE Q d d d d In rock •xcamtlon or as directed by PIPE Q O 4 Q' Q Q the engineer. The molerid $hall meet D.O.T. M.01.01.21 for 3/4' 4 d 8' Min. d d V G a d Q atone. 8ackfitl to centedhro of d d d 4 4 4 4 8' in. -r- j Pipe xhen uaMg Polyathylelw or A.B.S. DWe. 12' PIE D.' 12 12' PI D. E 12' TYPICAL SANITARY IMCH SEVER SEC7IDN TYPICAL STORM DRAIN NOT TO SCALE NOT TD SCALE N L Qr / I I ' t �7 .F✓ Nk 'l" �° ti � yr (, '�i t • `� C �r V 'U r' , IU"i N/F VINTAGE HILLS, L.L.C. CA ^� CD ' PROP. 15" ADS FLARED END / (MATCH INV. TO I f r / S89'54'24"W EXIST. GRADE) L - - �® I I ' 0�, p REMOVE EXISTING I O Y. 12" PVC PIPE 1 II I 1 r I U FORPROPOS€D 15" , I w �O PERATED ADS III a ry I I L� ,r W P I I1-4 L=160', S=0.50% R L4 / f_4 c� (SEE SWALE �w' I N ' 1 O 1 / GRADING DETAIL) 9 r 1 1 TP- h t 1 °' r I l G R 'GE w / 111 4I Q/ LLI I �XISTING 'SHED , � / 331.33 REMOVE EXISTING 15" CMP PIPE ; TO sE CV REMOVF�� t '\\ U N i \I �� .I'� 1 r P 1� I I I o� v, �, II 11 �\ `�� PI o 2 \tl 1 1 N11 ST.r I P OP. /4BG D , I / T.W.-339.50' / o \v PROP. CB-CL L'L \�, > D' I BSMTt=331(AN fl INV.=311.20 j Q .83 (S I o 15" RCP ` e LfP-15 t 4 I /0T �I� Z - L=24' , 1 DD r� O to S=0.50% o (G 1 S PROPOSED PAVED & BIT. CURBED o r I f 41 • �' > °V DRAINAGE LEAK -OFF V + AC. r O Q L 1 AiDg Ld I r r w I.L. ^ L=5 2 I co r o 1 I I I / , J O M S=0.50 N M t LLj \ W PROP. 15" ADS to S89,54'24"W FLARED END ` -I - F - - - - - 0• INV.=311.05i LFI I FP- 1* ZIG a,#- W GW I W J Q BSc / a z�J W J �o W d' o U - = o :j W w z a_ / zw 1i1x Xa /O z w z o /G GFtP w m tF/1 C BARBER HILL ROAD EL w m PROPOSED GRADE I (MAINTAIN 1" /FT SLOPE TO CENTERLINE OF PROP. DRAINQ�GE PIPE) EXISTING EARTH ,/ DRAINAGE SWALE PROPOSED 15" PERFORATED ADS NOTES: 1. CONTRACTOR TO NOTIFY THE TOWN ENGINEER IF AT LEAST 1' OF COVER OVER PROPOSED PIPE CAN NOT BE ACHIEVED. \ 2. PIPE BEDDING SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS. NORTH -SOUTH PR FI 0 LE TOP OF 5' MIN. -� EXIST. SWALE PROP. DRIVEWAY - 1- - - - I 1.5' MIN. - - - - - - I- - 15" PERFORATED ADS PIPE - 15" ADS BOTTOM OF FLARED END EXIST. SWALE SEE NOTE 1 (MATCH EXIST. ELEV.) NOTE: 1. BEND PROPOSED PIPE AS NEEDED TO PLACE PROPOSED FLARED END AT EXISTING GRADE. BEND ANGLE NOT TO EXCEED 5:1 (5'H:1'V). EAST -WEST PROFILE SWAI F GRADING DFTAII N.T.S. OWN ER%APPLICANT VIINTAGE HILLS, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 U li ih 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. X, ' S.Y.' _ w PROP. CB-CL N (i1 I INV.=311.08 I N r �. O �N TP-1d' 00 PROP. 4 BE6. 77, �/ I 1 1 ' 1 1 (n [DWELLING T.W.=342.0'0 BSMT.=334133 ' P- 7 0 C) y \\� (D PRbZ�OSED 15� \ p , A I � I PERFOR TED ADS I ' I 1 ' a I / L=160', IIS=0.50% 1 P_T $ I , to r GARAGE (SE'E SWALE I 1 r �j L,a n I SLI B- GRADING'\DETAIL) I , 0 1 I ` ' 1 33 00 I It W N , 1 ' ' ' � o N 4 5 0± S4. \\ 12- I = k� 1 8 1 0 AC. PROP. 15" ADS Pq A I/ J .r FLARED END y^µ \ Dfb (MATCH INV. TO GRADE) EXIST. 4g \ -'. _ 3 kx' z -�/ J -, - i 1 1 IS89'5 24" _ -- - - -- ` 1 \#000 N EXISTING STONE WALL ` \\ \\ \\ \ ,1 \ Q TO BE REMOVED V \ 24 0 � II N/P TOWN OF SOUTH \WINdSOR- - CONSTRUCTION NOTES: 1. ALL FOUNDATION DRAIN PIPE WITHIN 25 FEET OF ANY ON -SITE SEWAGE DISPOSAL SYSTEM SHALL BE TIGHT PIPE IN CONFORMANCE WITH THE REQUIREMENTS SET FORTH IN THE CT PUBLIC HEALTH CODE. L. IEEXIIARIV VIN IVOO,) OOIXIVBSI tVVF 1FTF CLEAN FILL MATERIAL SHALL BE PLACED OVER THE EXISTING SHED/BARN FOOTPRINT. 3. WITH PRIOR APPROVAL BY THE TOWN ENGINEER, THE EXISTING 15" CMP UNDER BARBER HILL ROAD MAY BE ABANDONED AND FILLED WITH CONCRETE PROVIDING THE LOCATION OF THE ABANDONED PIPE IS SHOWN ON APPLICABLE AS -BUILT DRAWINGS. 4. ROOF LEADERS SHALL BE TIED INTO FOOTING DRAINS. 5. SURFACE WATER RUNOFF FROM DRIVEWAYS SHALL BE DIRECTED TO ENTER PROPOSED FLARED END STRUCTURES. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 04/07/03 Address Town Engineer Comments BEE 1 02/11 /03 Address Town Eng. Comments & Approval Conditions BEE 12862 NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 4p 0 20 40 80 I ( W FEET ) 1 inch = 40 ft. LOT 1 SEPTIC DESIGN: TEST PIT DATA TP13 Layer Depth Description 0-5" Topsoil & Litter 5"-32" Loamy Subsoil 32"-66" Compact Coarse Sand Mottling: N/D rna A 1 f,__1L It"1't Lave�UepIn L65Crl tin 0-8" Topsoil & Litter 8"-18" Loamy Subsoil 18"-66" Compact Coarse Sand Mattlinyy. N/ U TP15 Layer Depth Description 0-2" Topsoil & Litter 2"-36" Loamy Subsoil 36"-44" Compact Silty Loam 44"-66" Compact Coarse Sand Mottling: N/D PERC. TEST HOLE NO.: P-2 PERC. RATE (MIN./IN.): 5-10 HF = 30 RESTRICTIVE DEPTH (IN.): 18 FF = 2.0 SLOPE (%): 9.4 PF = 1.2 M.L.S.S. (FT.) = HF x FF x PF = 72 SEPTIC SYSTEM DESIGN REQUIRED LEACHING CAPACITY: NO. OF BEDROOMS = 4 NO. LARGE CAP. TUB/JACUZZI = 0 REQUIRED SEPTIC TANK CAPACITY = 1250 GAL. PERC. RATE = 1-10 MIN./INCH LEACHING GALLEY HEIGHT (IN.): 12 SF EFFECTIVE AREA REQUIRED = 660 S.F. EFFECTIVE LEACHING AREA (SF/LF) = 5.9 LINEAR FEET GALLEY REQUIRED: 111.9 LINEAR FEET GALLEY PROVIDED: 112 LOT 2 SEPTIC DESIGN: I __,5_ PIT ®ATA TP16 Layer Depth Description O-6" Topsoil & Litter 6"-24" Loamy Subsoil 24"-5.5' Compact Coarse Sand Mottling: N/D TP17 Layer Dew Description 0-6" Topsoil & Litter 6"-1811• Loamy Subsoil 18"-72" Boney Coarse Sand Mottling: N/D TP18 Layer Depth Description 0-6" Topsoil & Litter 6"-181, Loamy Subsoil 18"-42" Medium Coarse Sand 42"-68" Compact Coarse Sand � ► cMottling: N/D M.*J•J• PERC. TEST HOLE NO.: P-3 PERC. RATE (MIN./IN.): 5-10 HF = 26 RESTRICTIVE DEPTH (IN.): 18 FF = 2.0 SLOPE (%): >15.0 PF = 1.2 M.L.S.S. (FT.) = HF x FF x PF = 62.4 SEPTIC SYSTEM DESIGN REQUIRED LEACHING CAPACITY: NO. OF BEDROOMS = 4 NO. LARGE CAP. TUB/JACUZZI = 0 REQUIRED SEPTIC TANK CAPACITY = 1250 GAL. PERC. RATE = 1-10 MIN./INCH LEACHING GALLEY HEIGHT (IN.): 12 SF EFFECTIVE AREA REQUIRED = 660 S.F. EFFECTIVE LEACHING AREA (SF/LF) = 5.9 LINEAR FEET GALLEY REQUIRED: 111.9 LINEAR FEET GALLEY PROVIDED: 112 I PROVIDE ALTERNATE "PULLOFF" EDGE OF PAVEMENT 15' MIN. AREA IF DRIVEWAY GRADE IS o GREATER THAN 10% 10' 10' 15% GRADE 10' MIN. TRANSITION MAX. R=5' NOTES: 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.W. LINE AND GUTTER LINE. R.O.W. 2. MAX. GRADE OF 15% STARTING 10'-0" BEYOND TOWN R.O.W. LINE. O Q w Z SIDEWALK -I o w Z GUTTER o � 15% MAX. � z MAX. SLOPE 10' LL1 0 5% I 1 IFtP,IV511101V ' IM SAG CURVE IN DRIVE PAN SIDEWALK 01 GUTTER - 10' W z J 0: w z MAX. SLOPE 5% w z J 3 0 fY CREST CURVE IN DRIVE NOTE: FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST HAVE A 1" LIP OR POSITIVE DRAINAGE TO ROAD. 10' TRANSITION RESIDENTIAL DRIVEWAY DETAILS 15% MAX. NOT TO SCALE 860.291 • 8755 SUBDIVISION PLAN IropoORMap�C PLAN sign . rof a ss ion ai s , ' n C ■ DESIGN.' BEE DRAWN BEE CHECKED: GBS 1-1 Clv l Engineers • Planners • Surveyors e CIS JOB No.: 1499 DA7F• 11/01102 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 105IS1149911499-4.dwa 48' NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD '89 7 TOTA1 ADCA f1C TL.IC DDnDCDTV = S27 11 S2-1- Cn CT 2.00f AC. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOU PLAIIV, AS PER FIRM PAIvEL J OF I I - UUMMUINI I Y PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY IS IN ZONE RR. 7. THERE ARE NO WETLANDS PRESENT ON SUBJECT PROPERTY PER SOIL SCIENTIST JOHN IANNI OF HIGHLAND SOILS. MAP REFERENCE: 1. PROPERTY OF JOHN, EDWARD & AUGUST PUDIM TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR, NIEDERWERFER & BARBER HILL RDS., SOUTH WINDSOR, CONN. SCALE 1"=100', JANUARY 1969, A-3 ACCURACY PREPARED BY ENG. DEPT. LEGEND L/\ - I I.'I- 1 I\VI "IN I I LI.1L CT)-> EXISTING UTILITY POLE CxD= EXISTING STONE WALL EXISTING TREE LINE - - - - - CVIC"T'Inlr n0AIKIAr1E- OIOC L/\J I IIVV Vf-\I-\ V/'1VC F Ir G --320-- EXISTING CONTOUR -320.00 EXISTING SPOT GRADE ---- PROPOSED PROPERTY LINE ® PROPOSED IRON PIN -W - PROPOSED 8" D.I. WATER MAIN - G - PROPOSED GAS SERVICE U - PROPOSED CABLE, ELECTRIC & TELEPHONE SERVICE PROPOSED TREE LINE -� PROPOSED CONTOUR X32o.00 PROPOSED SPOT GRADE FE�J- PROP. DRAINAGE STRUCTURE & PIPE LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 7 BASE AND PAVEMENT -PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL -"-"-PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. MIN. U 4 4 4 4 4 e 6" MIN. 1/6 OR 1/8 BEND (22.5' OR 45') D 3� PLAN VIEW 1/4 BEND SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8' DUCTILE IRON PIPE 3' N.T.S. TRENCH WIDTH 117-11, II 6' MIN. 3 WAY TEE D- SECTION s .� TRENCH SHALL BE EXCAVATED TO FIRM MATERIAL IMMEDIATELY PRIOR TO PLACING CONCRETE PLAN VIEW PLAN VIEW CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SAMITARY FORCE MAINS THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) NOTES: 1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI. 2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION, THE WATER COMPANY'S INSPECTOR WILL MAKE THE DETERMINATION. PROPERTY SURVEY/RESURVEY PREPARED FOR: Pudim HiZZ 2z"Sta tees ID&Ir beir HU1 Road South Window, coranectic 1ut SHEET SEEDING SCHEDULE CONSTRUCTION NO I E5 LEGEND ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. 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 SQ. 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 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. Construction Sequence South Windsor 1. Coordinate all work with Town of South Windsor staff. 2. Install tree protection for trees to be saved. 3. Install erosion control measures. Contact Town for inspection. 4. Remove and store existing trees to be saved from areas to be disturbed. 5. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities during construction. G I J J Ul disturbed ) U 1 l., j-1 ,.Iuri ._ 1L V. L_oam and seed ditbd ar eaS to grow aS Soon a5 pracLlcul UUi Ifl(� Ule construction process. 7. Begin construction of individual houses. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use topsoil berm(s) to control runoff from houses. b) Grade areas, install fill as required, install foundation, and grade to driveway sub -grade c) Install utilities. d) Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. e) Construct house. f) Install pavement for driveways. 8. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed. 9. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 10. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 11. Final clearing of erosion and sedimentation controls. 12. Remove tree protection and temporary erosion control measures. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 5. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL TO QC C CANT AA ATCDI AI "rl CANI CII I'1 AAC A NIC` I INIrrNITA LAINI ATCr\ NI ATI I�AI Crll r� prrl/ tAILIIrLI Ic^ IAIr-MT IV UL ULL/'\IV IVI PI ILI\I/_. CLEAN I ILL IVILi`11VJ UIN%iIJIN IHIVIIIV/-, ILLI IVY11U1\F1L --)OIL OR R Vl, l'\ VVrlll..n IJ IIV CrCI IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIAL S GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 7. 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. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2003 RESPONS/BLE PERSONS) FOR IMPLEMENTA TION OF SEDIMENTA TION AND EROSION CONTROL IS OWNER/APPLICANT. o-<" 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ll II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. L. ALL UIILIIIES V DIAKCU IN THE FIELD ARE IC J BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 04/07/03 Address Town Engineer Comments BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 02/11/03 Address Town Eng. Comments & Approval Conditions BEE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1. 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. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. 8. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. N/F VINTAGE HILLS, LLC. I OD PROP. 15" ADS FLARED END y • w ,' { r ' U I CD REMOVE EXISTING I p 12" PVC PIPE W ' E PLO . PROPOSED 15'I , I ' J ' ' T C PERFORATED ADS R w / L=160', S=0.50% It N J W SEE SWALE 0 GRADING DETAIL) I ' A ' � \ 6 GARAGE W 44 , I SLAB= I �XISTING SHED W I 331.33 REMOVE EXISTING 15" CMP PIPE r TO 1BE REMOVE�� 2 F P 1� O\ Ln I, PROP. 14 BED. r P I ST I DWELLING ' PROP. CB-CL L\ `\ \ ` > a I T.W.=339.50 INV.=311.20 �6 I Q I BSMTF=331.83 I 15" RCP { \ \TP-15\ a I 4 I ' p L=24' �O T 1 I ,' S=0.50% L PROPOSED PAVED &BIT. CURBED 9± S.F. x � � � � I I , '> DRAINAGE LEAK -OFF ' O 2 0± AC. �/ 15 ADS I j i t- ' / LA_L 0 0 5' O ^^ S=0.5o ' PROP. 15" ADS F r7 'I Ld FLARED END {1 -'-F1 INV.=311.05i G G TEMPOPARY SOIL STOCKPILE AREA N S.Y.I' PROP. CB-CL INV.=311.08 O TP-16 LLJ (A tt+ ! PROP. 4 BEf . w II I ' DWELLINGr r/ - / k I T.W.=342.;6 S BSMT.=3340133 0' I TEMPORARY SOIL PROPOSES 1 i� Q I STOCKPILE AREA I ' / PERFORATED ADS I r9=0T, L-16(S E^SWA E I l F I �P- 18� \\ v+,' y c t - SL ,� GAR�GE GRAUINUN t IAIL) I I I Fy,+ ,.+ C� \\ � ` N ' `� 1 I I ' 335.00 \ I 3 9 ±:T. PROP. 15" ADS hNIJ • �' FLARED END .,c } _ (MATCH INV.TO EXIST. GRADE) m �W 7 ANTI -TRACKING x k z�= = - - -� --- APRON (TYP.) V' - - _ \ EXISTING STONE WALL TO BE REMOVED \24� OAK_ W/- WIRE - N%F TOWN OF SOUTH WINDSOR- - GRAPHIC SCALE THIS PLAN IS FOR SEDIMENTATION AND 4D 0 20 40 BD EROSION CONTROL ONLY; AND 15 NOT TO ( IN FEET ) BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 ft. OWNER/APPLICANT VINTAGE HILLS, LLC 67 KIUGE KUAU SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 860.291 ' 8755 1 M(OSU©N o S DIMNY n 7j 9OM 11V LSLJ l!V !n1 u UV e s l g n_ _ CON71HOL PLAN 0-rof a ss ion al s, Inc. DESIGN: BEE DRAWN.• BEE CHECKED: GBS 0. Civil Engineers • Planners ' Surveyors • CIS JoB No.: 1499 DATE: 11/01102 165 south satellite road • south Windsor • Connecticut 06074 DRAWING NO.: JOBS/1499/1499-5.dwo ---- EXISTING PROPERTY LINE 71) EXISTING UTILITY POLE c EXISTING STONE WALL EXISTING TREE LINE EXISTING DRAINAGE PIPE x320.00 EXISTING SPOT GRADE - -320- - EXISTING CONTOUR ---- PROPOSED PROPERTY LINE 0 PROPOSED IRON PIN - W- PROPOSED WATER SERVICE - G - PROPOSED GAS SERVICE - U - PROPOSED ELECTRIC, TELEPHONE, CABLE - F - PROPOSED FOOTING DRAIN -RL- PROPOSED ROOF LEADER PROPOSED TREE LINE x32o.00 PROPOSED SPOT GRADE -32o PROPOSED SILT FENCE/HAYBALES - - - - W PROPOSED SILT FENCE/HAYBALES 6" CT D.O.T. 2" STONE TO BE PLACED Z OVER FILTER FABRIC MATERIAL SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS THRU STREET EDGE OF PAVEMENT ANTI -TRACKING APRON not to stole 9 9 9 STORM SEWER STRUCTURE 17 e a FLOW -ft- \ FLOW a a ANCHOR WITH TWO 2"x2NY I ) iI / STAKES IN EACH BALE ANGLE POSTS 1. SET POSTS AND EXCAVATE A VxV TRENCH 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY AND SELF- FENCING CLEANING. 95' 12 MIN. - 19,` 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO A. BACKFI L THE FILTER THE WDODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED- \ - OnI.iI CONSTRUCTION OF SYNTHETIC FILTER BARRIER Pudim Hill Estates Bairbeir HUR Road south winndelolr9 connnnerldcuut SHEET 111 ►M