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HomeMy WebLinkAbout2003-4-22 - 16 Green Lane - Plot Plan-MANHOLE EXTENDED TO GRAOE- (REQUII4.D IF FILL OVER TANK EXCEEDS 12') __. _ MANHOLES -� t L- IF IF do PAW 111110wrAIIIIIIIIIIIINIS lad 19,74 4' DRYWELL INSTALLATION DETAIL wr W W" NOTE MY11i TO 8E ROIT%= 8 POOT MAMEM PRECAST - HEAVY DUTY OR APPROVED EQUAL. NOTES: 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR 10 ISSUANCE OF C.O. (IF THE SEASON DOES NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING To PREVENT WINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (6' DIA x 4' DEEP CONCRETE). 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 5. PARCEL ZONED RURAL RESIDENTIAL RR. 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. B. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF POLLUTION To BE WITHIN 75' OF A WELL. 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED BEFORE ANY SITEWOPK IS PERFORMED. 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE, 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE BEEN PLACED AND COMPACTED. 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE EXCAVATION FOR THE TRENCHES. 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HELATH DEPARTMENT. 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL BE PROVIDED ON THE FOUNDATION DRAIN. REFERENCE NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED "EVERGREEN ESTATES", SOUTH WINDSOR, CONNECTICUT PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROFESSIONALS, INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 , SHEETS 4-12. INLET-+- T Z INLET BAFFLE CONNECTION AT MID 2/3 REQUIRED CAPACITY IN FIRST COMPARTMENT -� OUTLET (MATH FILTER) -OUTLET BAFFLE GAS DEFLECTOR 1/3 REWIRED LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH TWO COMPARTMENT SEP11C TANK NOT TO SCALE it e F b C 12' min o • 0 o o o p 8 eOoBo� ° e o' 0:e 6 O ° ° / 6" rein, o *�� m 00 �� \\, 99 48' FORATED P.V.0 P,V,C. �6' Min. 2„ I' Broken Stone or Screened Gravel 2p' S� �SeMET F- N Fq koy ET �R SOO Ty pF r�E Eq SE �iN�SoR To W ME---r 1. SET POSTS AND EXCAVATE A 6'x6' TRENCH POST UPSLOPE FROM POSTS. SILT FENCING 95• _ min. -I 11-1 Jrl I I -- �_ GROUND WATER OR MOTTLING 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND 48' min, FABRIC IT INTO THE TRENCH LEDGE TYPICAL 3' WIDE LEACHING TRENCHNOT TO TO SCALE 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF SYNTHETIC FILTER BARRIER SOILS TESTING 3-14-00 BY S.HOPKINS & TOWN SANITARIAN T.P,#14 0 - 8" LITTER & TOPSOIL PERCOLATION TEST #12P: TIME READING 8 - 18" DARK BROWN SUBSOIL 18-32" ORANGE -BROWN SILTY SAND 3:40 17" 32-72" LT.BROWN FINE SILTY SAND 3:42 20.25"(DRY) NO LEDGE, NO WATER, NO MOTTLING HOLE REFILLED 3: 45 15" T.P.#37 DR'Y 3:49 0 - 2" LITTER PERCOLATION RATE _ < 1 MIN./INCH 2 - 12" SILTY SUBSOIL 12-78" MEDIUM SAND NO LEDGE, NO WATER, NO MOTTLING T.P.#38 0 - 10" TOPSOIL 10-37" COARSE SAND 37-71" MEDIUM FINE SAND NO LEDGE, NO WATER, MOTTLING @ 54" ROOTS TO 45" SEPTIC SYSTEM DESIGN NO. BEDROOMS = 4 NO. LARGE CAPACITY TUB/JACUZZI = 0 100 - 200 GAL. = 0 >200 GAL. = 0 REQUIRED TANK CAPACITY = 1250 GAL PERC RATE = 1-10 MIN/INCH REQUIRED LEACHING AREA = 660 SF USE SYSTEM WITH EFF. AREA = 3.0 SF/LF TOTAL TRENCH LENGTH REQUIRED = 220 LF PROVIDE: 3 TRENCHES © 75 LF/EACH TOTAL LEACHING AREA PROVIDED = 675 SF Oil It 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z m 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 2 12-18-02 REVISE SEPTIC LOCATION MHA CONSTRUCTION. 1 11-21-02 REV. D-BOX PER B.DEPTULA KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE F ROF`ESSIGNAL EtiGINEER/SURVEYOR. jC I 011 TE DESCR1Pl-10,`\1 B`( -a"- -..4ti1w. 11,1110::. !ft°.'@`:d'J.k%;: M.L.S.S. HF= 20 (REST=54"; S=5.5%) FF= 2.0 (413R) PF= 1.0 (<5.0 MIN./IN.) M.L.S.S.=HFXFFXPF =20X2.OX1.0=40 L.F. LOT # 13 / 6 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-2C 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 SCALE GRAPHIC SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 D C 20 40 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET ) 12882 1 inch = 20 fL R!^I' t r- MA6tTEL LIC tJo. -�t*:G.t't+%.:S.sx.,,..a:,.e::ds..3J;..:-.4>•1ra_: ..Jli..�ki.`�YSKa:: ....: x2,-. ar x..�:4 i5iz`.+�15.-..�^T-.•,1:.-r--m�v'N.sP'.'ri;_:sz:•Mrsx•�'_r,.. ..... ... r. - - .... ..i.. J �\ PROP. ANTI -TRACK PAD 6`-- " STONE OVER FILTER FABRIC \ LOT # 11 �\ =-U- 9 9 b e QD ID 202 \ � ,0 2Z� . V 69 °�� N/F SCOTT A. MOORE I f- /'N T- A I f\ IRIJIV r'IIV 1 U bt Jt I MONUMENT TO BE SET - -300_ - EXISTING CONTOUR 30o PROPOSED CONTOUR X 287.3 PROPOSED SPOT GRADE SILT FENCE 860.291 . 8755 ': = ROVEMENT LOCATION PLAN L07 Ho. JP2 PLOT pLAH esign i:rrofessionals, inc. • Civil Engineers • Planners • Surveyors • CIS 165 SOUih satellite road -DUt!. NICSO dr • C;-inec`i,: - ,.m.._t - -- - _ �t Of J74 DESIGN: KM/ DRA WN• MHA CHECKED: GBS JOB NO.: 1271 DA TE 10118102 r ?R./1id"/ry NC;.:, ,lQg,�12?_T112,73LOT12PP.DYfIC \ APPLICANT: DAN ROULIER ASSOCIATES, INC. PO BOX 823 SOMERS, CT 06071 TELE: 860-763-3538 DEPENDENT RESURVEY PREPARED FOR:t EVERGREEN ESTA TES V C"D H 2-0T '� ar -�-_. sv <.., �yztr. �'�rwrsl•: E --r ..,•;ft r-ne•_ar•- x:�a; -�*M rt..mtb�.;s °va,/.,�./..�.j%. SF4 a .Q .. _ A u t.� i � f•�; ; 167 S'OfvAL SHEET i .1 /"//-z -MANHOLE EXTENDED TO GRADE - (REQUIRED IF FILL OVER TANK EXCEEDS 12") _i- MANHOLES --� Gf ..: IS ►_I ►_N _A ► FAN 0 r ►_ ►$1 II_I 1=/ EN 0 ► 1 10 ►al ►:1 /_/ ►_4 0 a NOTES: 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND SEDIMENTATION PROBLEMS, THE BUILDER/OWNER IS RESPONSIBLE FOR ALL STABILIZATION REQUIREMENTS. 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (6' DIA x 4' DEEP CONCRETE). 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 5. PARCEL ZONED RURAL RESIDENTIAL RR. 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1 /4" PER LINEAR FOOT. 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 57. FINES, PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED BEFORE ANY SITEWORK IS PERFORMED. 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR M?TERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE BEEN PLACED AND COMPACTED. 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE EXCAVATION FOR THE TRENCHES. 20, THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HELATH DEPARTMENT. 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL BE PROVIDED ON THE FOUNDATION DRAIN. REFERENCE NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED "EVERGREEN ESTATES", SOUTH WINDSOR, CONNECTICUT PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROFESSIONALS, INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 , SHEETS 4-12. z <x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z 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. 1 11-21-02 NO. DATE REVISIONS REV. D-BOX PER B.DEPTULA DESCRIPTION INLET [LET BAFFLE CONNECTION AT MID DEPTH 2/3 REWIRED CAPACITY IN FIRST COMPARTMENT 1/3 REWIRED �ACITY IN SECT COMPARTMENT TWO COMPARTMENT SEP11C TANK NOT TO SCALE - OUTLET (WITH FILTER) -OUTLET BAFFLE GAS DEFLECTOR it e F b c 6' Min. 12" min 0o O 12" rein, ° m CPO m� Q �� \\" 1" Broken Stone 36° -�� or Screened P. V 4RATED Gravet V.C1 ,C, 18" rlln. GROUND WATER r OR MOTTLING 48' min, LEDGE TYPICAL 3' WIDE LEACHING TRENCH pROp 70' CC &,p Eq 20' sT S�NT FFq �oR ET rR � Sao Ty of TtiE Eq SE �I NDSOR r0W Met 1. SET POSTS AND 2. STAPLE THE SILT EXCAVATE A 6'z6' TRENCH FENCING TO THE POST UPSLOPE FROM POSTS. SILT END OF THE POST FENCING 95• r 12' MIN. r . TI1i111111;111 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH NOT TO SCALE C0NSTR )CI SOILS TESTING 3-14-00 - BY S.HOPKINS & TOWN SANITARIAN T.P.#14 PERCOLATION TEST #12P: 0 - 8" LITTER & TOPSOIL TIME READING 8 - 18" DARK BROWN SUBSOIL 18-32" ORANGE -BROWN SILTY SAND 3:40 17" 32-72" LT.BROWN FINE SILTY SAND 3:42 20.25"(DRY) NO LEDGE, NO WATER, NO MOTTLING HOLE REFILLED 3: 45 15" T.P.#37 3: 47 18" 3: 49 DRY 0 - 2" LITTER PERCOLATION RATE _ < 1 MIN./INCH 2 - 12" SILTY SUBSOIL 12-78" MEDIUM SAND NO LEDGE, NO WATER, NO MOTTLING T.P.#38 0 - 10" TOPSOIL 10-37" COARSE SAND 37-71" MEDIUM FINE SAND NO LEDGE, NO WATER, MOTTLING o 54" ROOTS TO 45" SEPTIC SYSTEM DESIGN NO. BEDROOMS = 4 NO. LARGE CAPACITY TUB/JACUZZI = 0 100 - 200 GAL. = 0 >200 GAL. = 0 REQUIRED TANK CAPACITY = 1250 GAL PERC RATE = 1-10 MIN/INCH REQUIRED LEACHING AREA = 660 SF USE SYSTEM WITH EFF. AREA = 3.0 SF/LF TOTAL TRENCH LENGTH REQUIRED = 220 LF PROVIDE: 3 TRENCHES @ 75 LF/EACH TOTAL LEACHING AREA PROVIDED = 675 SF M.L.S.S. HF= 20 (REST=54"; S=5.5%) FF= 2.0 (4BR) PF= 1.0 (<5.0 MIN./IN.) M.L.S.S.=HFXFFXPF =20X2.OX1.0=40 L.F. "D" BOX ELEVATIONS INVERT INVERT IN OUT 127.17 127.00 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH 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. KMI % 12882 J C BY RICHARD P. MARTEL LIC. No. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. LOT # 13 I TP 384:12 LO It, . sq f t . Q99 0C. 1 CY 3, R, y S8 \ p< Ow z� 4s SCOTT A. MOORE LEGEND 0 IRON PIN TO BE SET 0 MONUMENT TO BE SET _ _30O_ _ EXISTING CONTOUR 30o PROPOSED CONTOUR X 287.3 PROPOSED SPOT GRADE SILT FENCE 860 •291 • 8755 IMPROVEMENT LOCATION PLAN GRAPHIC SCALE 0 esi n L07 No. 12 PL "T PLAN 20 10 20 40 etm_ -I ( IN FEET) &rofessionals, inc. DES/GN.•KM/ PRAWN. MHA CH ECKED: GBS 1 inch = 20 ft. I Civil Engineers Planners • Surveyors • CIS ✓OB No.: 1273 IDATE.• 10118102 165 south satellite road south windsor • Connecticut 06074 DRA W1Nc No.: J08S/1273/1273L O T12PP. D WG vU �\ PROP. ANTI -TRACK PAD 6'•a2�STONE OVER FILTER FABRIC LOT # 11 APPLICANT: DAN ROULIER ASSOCIATES, INC. PO BOX 823 SOMERS, CT 06071 TELE: 860-763-3538 DEPENDENT RESURVEY PREPARED FOR: SHEET EVERGREEN EFTA TES' 116 Green Line ..Kr..w'... �.,Z�'?.i1&n:�'r'if�'�'w�IL��4�ir:4�`o iLirs:.:u.3i.vii..:. . �$✓w_i_.":: :. . .. +. . ..s x � e n