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HomeMy WebLinkAboutFloorplans 1062 Pleasant Valley Road PROPOSED SEPTIC _. SYSTEM, SEE INSTALLATION LEGEND NAF CONNECTICU T LIGHT & N POWER COMPANY N/F (VOL. 106 PG 466) ��� BURR MEADOW WF #6 71, , 0 PHASE -- 5 80 REGULA TED , AREA I , INSTALL EROSION j f CONTROL FENCE ,. cS � A102! X104,6 N F 6' \ 102, � � �O WF #4 WF #5 ,N' , \ ROBER T A. IVAROUSKI ♦♦ WF #3 ' `� . \ VOL. I J63 FG: '-247 106.E X 7 /.� � \ X105;9 © � 18" ASH / X103 0 ' \ O 18" HEML OCK ` ® V ��0 F 1 � *4mlm � � Al ..` 04 \ X107,6 101.1 X101.G •3g 44. 04.4 1 9" TRIPLE \ Off` 5 ,� CHERRY ' p4, REA OF N • � ..10_ 4 ao � �� X107.5 f 107.Cf 9 -' t 56,°' MAPLE t 42 MAPLE ICY � 9 24" MAPLE \ - �'�o�-F ♦ �+ . � 'w , - 106,E � F� �T � ��cr 'j'�,`J t r•�"`' Sp. 107 � 'S'o�, �o A / O - Q \ r -9/� f \ ): -f • 10 O s 24 MAPLE do t E✓ . f; / J co � DC _ . qn . a� w.M x10s . ` �k p�i� ON 10 N/F PL q� srs s . 8� o p �kC pcq Iy \\ BURR MEADOW c kNowoe.g PHASE --- 5 ;TEWP1@g.�RY J� 10" CHESTN j �♦ A \ � •► aSTOCKPILE "STOP `�'qcS' �' ti6�2 �;' AREA Ao X108.9 SIGN ADSBC �� J4" MAPLE #2045 P SEPTIC SYSTEM INSTALLATION LEGENDON �/ ANTI—TRACKING 24" MAPLE / ENCHtiI�IR�I �F Is i:i APRON R.R._ SPIKE oqr SALT a PaRI, pgoR p 1NV AT SHED: ,D4.,, �, `''' E. �NT LEGEND ,D LF - 4 C.I. 5=21R 0' •� .`� \ 24 MAPLE . ® �.� Y /R(F� ELEV 110.36 SIG: 150D GAL SEPTIC TANK ko / ( w,�o x 07 A9 ® EXISTING IRON P/N ©INV IN: . 1 30 OM ( . �(Y+X .% '�p O EXIS77NG MONUMENT �Nv our 1d3.6s C` — D C� T ®4 LF- e PVC ® s=s.75x .� Q� p Q' y -e- EXlS77NG UTILITY POLE 1S� SR g�C``- F .`� PROPOSED•UTILITY POLE C' ® 64.5 LF le GALLERIES-� 60T_ = 102.65 =� EXIS77NG CA TCH BASIN AND PIPE INV.TOP = 103.65 r r kS T� � \ TOP = 1 D3.65 / �$' SQ�S-C,/l� �� L NO�v"" � � 4 � oc4�7 Cs� EXIS77NG SANITARY MANHOLE AND PIPE ©RESERVE AREA (64 LF) 8 37 EXIS77NG WATER MAIN AND HYDRANT v \ \ R.L ROOF LEADER �- "�� . k_v S SANITARY LATERAL W WATER LATERAL OWNER: APPLICANT: MDC `\ FOUNDA7701V DRA/N R08ERT MAROUSKI J.E.M.'S GARDEN & DAIRY BARN, .LLC �� ...- �� V W.M. �y STONE WALL 1062 PLEASANT VALLEY ROAD ELLEN MAROUSKI `� "„ N C4 w^, � w. V EX/STING 7h'EEL/NE SOUTH WINDSOR. CT 06074 1062 PLEASANT VALLEY ROAD y.. �� {mac}� o C�� SOUTH WINDSOR, CT 06074 � �� off- �:�,1�rov,ca�•5'tiar�,. EXIS77NG PROPERTY LINE r ` (s, , S BC w V .o Q� 1 •� � ,12044 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291.8755 PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED.ON AVAILABLE SEE SHEET 2 OF 5 FOR A,- 2 & GRAPHIC SCALE 1=ax 860.291.8757 �' o n G°��y INFORMATION. ALL EXISTING UTILITIES SHOULD ��� J E Af 'S GARDEN & DAIRY BARN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 • • • 4 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD T- 2 CERTIFICATION ������� 8 BY A LICENSED LAND SURVEYOR PRIOR TO PLEASANT 1G'��°A CONSTRUCTION. ( � � ) DESIGN.,GBS DRAWN.•GBS CHECKED.• GBS �® 2 1[-1� NT VALLEY ROAD civil 5 traffic engineers surveyors NO 1 05/05/11 SEPTIC SYSTEM GEIS i inch = 20 tt landscape architects planners• is•gps g ✓OB .: 2823 DATE: 4120111 m 3. THIS PLAN IS INVALID UNLESS IT BEARS THE Goff y��}�+ IMPRESSION SEAL AND ORIGINAL SIGNATURE S®LJ7 H 1AGT�YIIW4% cw((�'UT OF THE PROFESSEONAL ENGINEER/SURVEYOR. NO. DATE DESCRlPT10N QY 425 Sullivan Avenue, PO Box 116T, South Windsor, Connecticut 06074 DRAWING NO.: G. �jobs�2823�2823 topographic.dwg 3 SEPTIC NOTES: SELECT FILL: 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 1. THE FILL SHALT. NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. ASEM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE S-O•Atss GOOD QUALITY AND CLEAN SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN ANALYSIS RESTARTED. HANDICAP ACCESSIBLE 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: 1g-0"WIDTH 12' SIGN 'C' NO TRAFFIC IS TO CROSS, DUMP, UNLOAD OR FOR WET SIEVE ANALYSES: _ e-o" SIGN 'A' WIDTH VARIES OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. MATERIAL TO BE DUMPED SIEVE SIZE %PASSING: AID ACCESSIBLE G PARKING SYMBOL 19 HANDICAP ----- SURFACE COURSE-BITUMINOUS AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH SPACE TRACK DRIVEN VEHICLES. #4 100 CONCRETE CLASS 2 3. SYSTEM AREA TO BE LOAAED, SEEDED, AND GRADED #IO 70 - 100 a 'I TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. #40 10 - 50 (SEE NOTE BELOW) 4"lNDE /2 �, -1 2�� 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER #100 0 20 PANTED LINE(TYP.) RISE 9 /4 PER FT OR / SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. #2D0 0 - 5 AS DIRECTED 18 0` ° 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT B FOR DRY SIEVE ANALYSES: - WHITE TEXT ANDE CONTACTED SIEVE SIZE. % PASSING: BEFORE ANY SITEWORK IS PERFORMED. TINES 0 118"aID 45'ANG. HANDICAPPED,-' BORDERS s PASSENGER 6. SOIL TESTING DONE BY D.M€TCHEUL, TOWN SANITARIAN AND DESIGN PROFESSIONALS, INC. #4 }OQ PARKING BLUE LOADING K1 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE #10 70 - 100 � BACKGROUND ZONE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL #40 10 - 50 WHEEL cortE REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. #100 0 - 5 ' REQUIRED VIOLATORSVICTORS STATE PERMIT #200 0 - 2.5 EDGE OF VIRL BE FINED REQUIRED VIOLATORS e IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT ASPHALTIC CONCRETE SIGN 'B' WILL BE FINE OF HEALTH CODE. NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 1 00 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE t2" ELK] ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5X CHIHAtmICAPPED SIGN NOTE 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS .A.REFERENCE SIGNS SHALL BE i8 GAUGE PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE ��p�g,A� FLAT SCREENED STEEL DESIGN ENGINEER IMMEDIATELY. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING g CONptETE wux OUTDOOR USE AND MOUNTED m VAN AC G HANDICAP LOADING 11. ALL DISTURBED AREAS ARE TO BE LOOMED AND SEEDED OR PROTECTED BY SILT FENCE 'SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL w/8ROOM FINISH 'ON U-CHANNEL POSTS.BLACK TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING PAINTED STEEL POST, MOUNTED AS SOON A5 POSSIBLE SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. AT PROPER HEIGHT PER STATE 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE ADA PARKING_SIGNAGE REGULATIONS RUNOFF AWAY FROM THE SEPTIC SYSTEM. 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA. VAN ACCESSIBLE PARKING STALL �+ GRAVEL BASE 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90%DENSITY PRIOR TO THE PARKING SIGNS EXCAVATION FOR 8" DEPTH AFTER COMPACTION THE TRENCHES. 15 NCE THE TOPSOIL HAS BEEN SHALL SCARIFY THE TOP 33 TOR4�INCHES OF EOVED FROM EENNTI E AREA PRIOR O PLACEMENT OF FILL OF THE SYS . THE CONTRACTOR �'"-'10' N.T.S. PLACED IN TWO COURSES SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. Min. 6" Cover 16. THE BOTTOM OF THE GALLEYS SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 24 TICdI' TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY Typical System CROSS SECTION THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. Select Fill Mat.EROMN CONTROL GENERAL NOTES _ �---_, BITUMINOUS CONCRETE PAVEMENT 5 To of I. ALL STOCKPILED MATERIAL SHALL BE PLACED ON THE LOT DURING CONSTRUCTION. 5' embankment STAKED HAYBALES SHALL BE PLACED DOWN SLOPE OF ALL STOCKPILED MATERIALS. "� �d ; 2. STOCKPILED TOPSOIL SHALL BE SEEDED WITH RYE GRASS AND MULCHED WITH HAY IN SEPTEMBER IF STORED THROUGH THE WINTER SEASON. e!'• ll e F C �6' Min. N.T.S. 3. ALL RUNOFF COLLECTED IN THE ROAD DURING CONSTRUCTION SHALL BE DIVERTED OFF THE Original Grade 12' min. ` ROAD THROUGH STAKED HAYBALES INTO UNDISTURBED AREAS. : -� °• c 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE LOCATED AND Original Grade o CONSTRUCTED IN ACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL EROSION ° 8. AND SEDIMENTATION CONTROL DATED JANUARY, 1985, ° aD o_ �• 5. INDIVIDUAL EROSION CONTROL PLANS SHALL BE SUBMITTED FOR EACH LOT PRIOR TO 4' Minumum 18" Minumum �` � ° 4'PERFORA ISSUANCE OF A BUILDING PERMIT. 12' nIn, C Q P,V,C 8 ° 6. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ADEQUATE GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. Common Fill 7. STOCKPILED MATERIAL WHICH ARE TO BE STORED THROUGH THE WINTER MONTHS SHALL Maximum Groundwater (Shall be Select a� 3'-0' 1' Broken Stone BE SEEDED WITH ANNUAL RYEGRASS AT A RATE OF 1 POUND/1000 SQ. FT. Elevation material if designated or Screened B. ALL LAWN AREAS SHALL BE SEED WITHIN THE FOLLOWING PLANTING SEASONS: as reserve area 18" min. Gravel, KENTUCKY BLUE GRASS 45% Ledgerock CREEPING RED FESCUE 45% k PERENNIAL RYE GRASS 10% p GROUND WATER 9. ALL LAWN AREAS SHALL BE SEEDED AT A RATE OF 3--5 POUND 1000 SQ. FT. WITH THE = � 10. STRAW MULCH SHALL BE PLACED AT A RATE OF 1 1/2 TO 2 TONS PER ACRE IN ALL DISTURBED 'I' ci'o.........a p ...'..a...........�." 'o AREAS WHICH DO NOT HAVE AN ESTABLISHED GROUND COVER BY OCTOBER 15TH. MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER 4'-0' min, 11. ALL SILT FENCES AND HAYBALES SHALL BE LOCATED A MINIMUM DISTANCE OF 6 FT FROM AND EXTENT OF FILL 8" PROCESSED STONE THE TOE OF SLOPES. LEDGE 12_ ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER ALL SIGNIFICANT N.T.S. RAINFALLS AND ALSO ON A WEEKLY BASIS. 13. THE DISPOSAL LOCATION OF ALL STUMPS AND TREES SHALL BE APPROVED BY THE TOWN WIDTH OF GRAVEL DRI[VE 7O BE 8" SUB-BASE ENGINEER.14. ADDITIONAL EROSION CONTROL BLANKETS SHALL BE USED TO STABILIZE DRIVEWAY SHOULDERS THAT TYPICAL LEACHING TRENCH AS SPECIFIED ON PLANS. ERODE DURING CONSTRUCTION. CONSTRUCTION cQ�-[R0�.4�4TFs NOT TO SCALE GRAVEL PARK DETAIL NOT TO SCALE 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 ANGLE POSTS 1.SET POSTS AM a STARE PIE SLT EXCAVATE A 6*.r TRENCH TENCM To THE SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY FOR err ''0ST UPSLDPE�POSTS. SIT EM or�� PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN �aa TExoNc AGENCY. ss 127 MIN. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION. L 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH MAX 2% CROSS SLOPE R SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 2" STONE DUST 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY CT DOT M.01.01. OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. "SCREENINGS" 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN a ATTACH MTO1 FAB=To 4.RAWILL THE COMPACT 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. FA�ac� Tom'GROUND FLIER rrT WOOM POSTS nHo EXTEND �°="TRENCH ATM`�- - ___-_6" GRAVES. BASE CT DDT M.02.03. 9. ADDITIONAL EROSION CONTROL BLANKETS SHALL BE USED TO STABILIZE DRIVEWAY SHOULDERS THAT couPACIEu ERODE DURING CONSTRUCTION. BACITUL WIDTH PER PLANS SOILS TESTING: 06/14/10 u,A�� : � `�` CONSTRUCTION OF GEOTExTtLE SILT FENCE STONE DUST PATH PAD NOT TO SCALE MATERIAL 0' -- 12' TOPSOIL N.T.S. 12"-36" LIGHT BROWN FINE SAND ALL MATERIALS, INSTALLATION, AND MAINTENANCE 26"-47" LIGHT BROWN/GREY MEDIUM SAND 47"-7' GREY CLAY SHALL 8E IN CONFORMANCE WITH 2O02 CT GUIDELINES r BOTTOM OF PIT FOR SOIL EROSION & SEDIMENTATION CONTROL. 8' HIGH STOCKADE TEST PIT /2 ACE SEEPAGE. 7e MOTTLING: 40' MATERIAL• 0" - le TOPSOIL. 12"-30" LIGHT BROWN FINE SAND 30--50" LIGHT BROWN/GREY MEDIUM SAND 5(r-92" GREY CLAY 92' 130T WM OF PIT MANHOLE EXTENDED TO GRADE _ (REWIRED G F91 OVER TANK IXCEFAS 12-) MANHOLES z i OUTLET COITH FILTER) GATES WITH LOCKS 5" THICK CONC. DUMPSTER PAD N OUTLET BCE f........ LTER FABRIC (SEE PLANS FOR DIMENSIONS) PERCOLATION TEST HOLE NO.: P-1 urLEr BAFFLE g .........•:••••••• 6' CaVER .. L M- HOLE DEPTH: 24" DATE TESTED: 06/14/10 CONNECTION AT UM DEPTH Q GAS DEFLECTOR TIME READING PERC. RATE 'AL1TM�+ 1i aTY M REQUIRED 16• Is, DUMPSTER ENCLOSURE DETAIL (MINUTES) INCHES (MIN./INCH) T "xTFeFT FILTT u FABRIC N.T.S 61 LENGTH NOT GREATER THAN 4 TUES WIDTH OR DEPTH I HIGH CAPACITY INFIL.TRATEIRMCH/WBERS = 6.2 FT/LF 10:43 12.25 0.73 INSTALL PER MANUFACTURERS INSTRUCTIONS 10:47 16.25 1 rwOMPARIMENI ME13C TANK LENGTH 13F EACH UNIT = 75' C6.257 10:49 18.5 0.89 �T INFILTRATOR LEACHING TRENCH J4 BARS 0 12-0.C. 10:53 20 2.67 10:55 21.25 1.6 CROSS SLOPE/DRIVEWAY DIRECTION SEE HEICK F400M DIMENSION# CONCRETE SLAB WIDTH VARIES 10:58 22 4 18" MIN. SURFACE COURSE-BITUMINOUS 11:00 23 2 1-1/Y" CONCRETE. CLASS 2 1-1/2" If MIN \�11:01 DRY 3" 131130 out ° o o 4. D 13fl SEPTIC SYSTEMDESIGN Owe �,�_ APPLICANT: o ti o 0 RATE 1-5 fl fl© fl fl 6" CT DA.T. M.01.01 #3 STONE TO BE PLACED ROBERT MAROUSKI J.E.M.'S GARDEN & DAIRY BARN, LLC '` �����/�/ ° ° . . •- 0 DO 13131 OVER FILTER FABRIC MATERIAL 1052 PLEASANT VALLEY ROAD ELLEN MAROUSKI .._ 4, n 4•0 - , :'.; : a" D fl o an n DECTGN Flow a 15o GALs/DAY M.L.S.S. n SOUTH WINDSOR, CT 05074 1052 PLEASANT VALLEY ROAD s" TRICK 4 .• e fl fl L] L]fl FACTOR OF SAFETY�2 ° fl fl o Do DESIGN FOR 300 GALS/DAY Restrictive layer. 36 D fl o Do PERC FACTOR LESS THEN 10.1 SOUTH WINDSOR, CT 06074 c D D 0 D APPLICATIONPerc. Rate: 1-5 minutesInch RATE - 0.6 f / COMPACTED SUBGRADE PROCESSED STONE 4" PROCESSED AGGREGATE BASE 8" ROLLED GRANULAR BASE D D fl 00 300 GALS/0.8=375 S-F. Slope In 7.: 2.1-3.0 PLACED IN TWO LIFTS can a D USE 12" GALLERIES 05.9 S.F./L.F. CROSS SECTION D fl D fl fl D 375 S.F./5.9 S.F./L.F.-(a5 L.F. REQUIRED HE 34 PROVIDE 84.5 L F. OF TRENCH FF: 1.0 D U M P S TE R PAD D E TA I L ML 1 a EDGE OF PAVEMENT BITUMINOUS CONCRETE DRIVEWAY THRU STREET A N.T.s. MISS: 34' N.T.S. ANTI-TRACKING APRON MLSS Provided: 63.5' N.T.S. a ry 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS`' PREPARED FOR. Tel. 860.291.8755 SHEET LOCATIONS AS SHOWN, ARE RASED ON AVAILABLE Gt1v SCALEFax 860.291• 8757 � ' 3 INFORMATION. ALL EXISTING UTILITIES SHOULD ��ty BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 �� L�/L:� f.E.M. S' GARDEN & DAIR Y BARN R 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �1 BY A LICENSED LAND SURVEYOR PRIOR TO � ��lJ 7� �! CONSTRUCTION. ( IN FEET } DESIGN. GBS DRAWN.•GBS CHECKED.- GBS 1062 PLEASANT VALLEY AID®AD 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05/05/11 civil Er traffic engineers surveyors L-,, SEPTIC SYSTEM CBS i inch = 20 i`t landscape architects • planners•gis•gps JOB NO.: 2823 DATE 4420111 �/� IMPRESSION SEAL AND ORIGINAL SIGNATURE �r = OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRlP710N BY 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: a l jobs,282J`2823E base.dwg 50�171'Jf� NOMM COMM 1'�(CUT