Loading...
HomeMy WebLinkAbout2012-6-18 - 1062 Pleasent Valley Road - As-Built Map PROPOSED SEPTIC _. SYSTEM, SEE INSTALLATION LEGEND i NIF /R(F) CONNECTICU T LIGHT & N POWER COMPANY N/F (VOL. 106 PG 466) ,�'� �� BURR MEADOW WF #s ; 0 PHASE — 5 80 REGULA TED , AREA ♦ ;° , INSTALL EROSION j CONTROL FENCE I10 ♦ P / ,' .fir �� X104.6 NI _\ 102, \ / �O WF ,#4 WF 5 I ,. P , _.} -, \ ROBER T A. MA ROUSKI �� wF3 VOL. 1363 PG: '_247 106.E x / •� � \ X105 9 , . © 18" ASH Viol I X103,0 • \ �/ f /�O ' � hFD 18" HEML OCK ® V ��� F 1 *4mlm �' kl 04 � X107,6 101.1 I X101.G •39 44. \ , 04.4 1 9" TRIPLE \ ! o 5 CHERRY . ! p4, REA OF N • I ..1a_ 4 ao � �� ! X107.5 f d 107.9 - ' 36,°' MAPLE 4. t 108.2 42 MAPLE °CI ! � 9 -,• 24" MAPLE �T O �` `t Jr` -9Tj `, vJV �. s -9 k �, ��. 0 24 MAPLE/ do co Ct l.+ +� s� -.f. / �' / Q- X10s ., r�� N E to •3 Q N /F PL �kqC SY k1S ♦ l ° qN© T coy rFM . �o BURR MEADOW FkTE T ! � ' c � No d9!� ' 08.8 PHASE 5 r 3s,r TEkf1@g.�RY Jw 10" CHESTN A \ •� •► CDSTOCKPILE "STOP `�'QcS' ��'sr2 , CO AREA � u �y G. �Vg'r J . SIGNADSBC 4" MAPLE X1089 12045 P iy ° �' SEPTIC SYSTEM INSTALLATION LEGEND ----- \ 'Q ON Ta 0 �/ �"' ANTI—TRACKING ` �'9p 24" MAPLE / ENCH�ti1�R�l �F spUrK APRON / R R.~ SPIKE oar SALT a PAR Mr��SOR O INV AT SHED: 104.11 tl Gf/ [�_`l / E. �NT LEGEND 10 LF - r C.I. 0 S=21R 0' •� .`� \ 24 MAPLE . ® �.� / �r / � ` /R(F) ELEV 110.36 SIG: 150D GAL SEPVC TANK ko / ( w,�o x 07 A ,' ® EXISTING IRON P/N ©INV IN: . 1 3. OM ° `� `' �►o� ,%�v� s •� ` \ � O EXISTING MONUMENT INv our 1d3.65 C1 : ®4 LF- e PVC ® S=s.75% -e- EXIS77NG UTILITY POLE CU, PROPOSED•U77LITY POLE C' ® fi4.5 LF 12' GALLERIES B07 = 10265 -- EXIS77NG CA TCH BASIN AND PIPE INV.TOP = 103.65 � \ TOP = 103.65 / �g SQ�S-C,/1� L� L 4 oc4 p� Cs� EXIS77NG SANITARY MANHOLE AND PIPE ©RESERVE AREA (64 LF) \ 8 37 EXIS77NG WATER MAIN AND HYDRANT R.L ROOF LEADER �- "�� . k_v S SANITARY LATERAL W WA7FR LA7FRAL OWNER: APPLICANT: MDC `\ F FOUNDATION DRAIN R08ERT MAROUSKI J.E.M.'S GARDEN & DAIRY BARN, .LE.0 V W.M. STONE WALL 1062 PLEASANT VALLEY ROAD ELLEN MAROUSKI C4 w^, � w. V EXIS77NG 7REELINE SOUTH WINDSOR. CT 06074 1062 PLEASANT VALLEY ROAD SOUTH WINDSOR, CT 06074 � off- �rov,c� S'tio+ EXIS77NG PROPERTY LINE r ; (-, , C B�, w V 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 fax Sso•291.8757 �' a n G°��y INFORMATION. ALL EXISTING UTILITIES SHOULD �� J E A1 'S` GARDEN & DAIRY BARN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 24 40 • • • 4 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD T- 2 CERTIFICATION �� e��� PLEASANT �1T� 8 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. ( � � ) DESIGN.,GBS DRAWN.•GBS CHECKED.• GBS �® 2 1[-1�LG'�a�°AN�1 VALLEY ROAD civil IS traffic engineers surveyors 1 05/05/11 SEPTIC SYSTEM GBS 1 inch = 20 ft landscape architects planners•g •gps j0B NO.: 2823 DATE.- 4120111 m 3. THIS PLAN IS INVALID UNLESS IT BEARS THE is IMPRESSION SEAL AND ORIGINAL SIGNATURE SOL771H NMVL X Coff 'cn(C1� T � OF THE PROFESSEONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION QY 425 Sullivan Avenue, PO Box 11ti7, South Windsor, Connecticut 06074 DRAWING NO.: G.• kjabsJ2823�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. ASTM 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 N-D'AtSLE 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-Q"WIDTH 12' SIGN 'C' NO TRAFFIC IS TO CROSS, DUMP, UNLOAD OR FOR WET SIEVE ANALYSES: - B-o' SIGN 'A' WIDTH VARIES OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. MATERIAL TO BE DUMPED SIEVE SIZE %PASSING: AISLE ACCESSWIDLE PANG to HANDICAP �----- SURFACE COURSE-BITUMINOUS AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH AR PARKING SYMBOL TRACK DRIVEN VEHICLES. #4 100 SPACE CONCRETE CLASS 2 3. SYSTEM AREA TO BE LOAAED, SEEDED, AND GRADED #10 70 - 100 I .�� 2" a TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. #40 10 - 50 (SEE NOTE BELOW) ♦"WIDE / " 1 -� 2 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER #200 ° - 20 PANTED LINE(TIP.) RISE 9 /4 PER FT 0 R / SOURCES OF POLLUTION TO BE WITHIN 75. OF A WELL-. #2°° ° - 5 AS DIRECTED FOR DRY SIEVE ANALYSES: tg o` _ `O WHITE TEXT AND m 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED SIEVE SIZE: % PASSING: BEFORE ANY SITEWORK IS PERFORMED. LINES Oo 18'CID 45'ANG. HANDICAPPED--' BORDERS s PASSENGER 6. SOIL TESTING DONE BY D.M€TCHELL, TOWN SANITARIAN AND DESIGN PROFESSIONALS, INC. #4 100 PARKING BLUE LOADING K1 7. AS REQUIRED BY THE WEALTH 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 WHEM cortE REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. #100 0 - 5 Slop REQUIREEDD VICTORS STATE PERMIT ALL #200 0 - 2.5 E�OF WILL BE FINED REQUIRED VIOLATM 6. O ��CONSTRUCTION CODE. IS TO BE IN ACCORDANCE WITH THE SPATE OF CONNECTICUT DEPARTMENT � '�AI•D°� SIGN 'B' +��-BE FIN® " NOTE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 1 °Q 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE L2' CE ELK] ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5X C] HANLxcAPPm SCH SIGNOTE 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS .A.REFERENCE FLAT SHALL D T GAUGE PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE CENTER ON SPACE FLAT STD FOR STEEL DESIGN ENGINEER IMMEDIATELY. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING g CONCRETE WALK OUTDOOR USE AND MOUNTED m AN ACCESSIBLE D LONG 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/BROOM FINISH ON U-CHANNEL POSTS.BLACK TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING PINT AED 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 THEOVED FROM ENTIREE AREA PRIOR O PLACEMENT OF FILL OF THE SYSTEM, THE CONTRACTOR 10' N. •T. S. P L.A C E D 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' TO MOTTLING, AND 48' TO LEDGEROCY, 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 51 Top 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. 2. STOCKPILED TOPSOIL SHALL BE SEEDED WITH RYE GRASS AND MULCHED WITH HAY IN SEPTEMBER IF STORED THROUGH THE WINTER SEASON. e!'• ll 2 F C �6' Min. N.T.S. 3. ALL RUNOFF COLLECTED IN THE ROAD DURING CONSTRUCTION SHALL BE DIVERTED OFF' THE 6"' '�' ' ' Original Grade 12' lain. ` ROAD THROUGH STAKED HAYBALES INTO UNDISTURBED AREAS. : -� • 0 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE LOCATED AND Original Grade o CONSTRUCTED IN ACCORDANCE WITH THE CONNECTTCUT GUIDELINES FOR SOIL EROSION a 8. AND SEDIMENTATION CONTROL DATED JANUARY, 19B5. 2' 5. INDIVIDUAL EROSION CONTROL PLANS SHALL BE SUBMITTED FOR EACH LOT PRIOR TO 4' MinumUm 18" Minumum 41PERFORA ISSUANCE OF A BUILDING PERMIT. 12' Lain, aQ P.V.0 8 ° 6. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ADEQUATE GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. Common Fill I 7 j 7. STOCKPILED MATERIAL WHICH ARE TO BE STORED THROUGH THE WINTER MONTHS SHALL Maximum Groundwater (Shall be Select a� 3'-D' I' 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) IS' rain. Gravel, KENTUCKY BLUE GRASS 45% Ledgerock CREEPING RED FESCUE 45% } } PERENNIAL RYE GRASS 10% p 9. ALL LAWN AREAS SHALL BE SEEDED AT A RATE OF 3--5 POUND 1000 SQ. FT. WITH THE - GROUND WATER n'. ..0...Cf............Q. :..n.... 10. STRAW MULCH SHALL BE PLACED AT A RATE OF 1 1/2 TO 2 TONS PER ACRE IN ALL DISTURBED 'I" ci'�..'.'..'....a p ...'..O ...........Q. o AREAS WHICH DO NOT HAVE AN ESTABLISHED GROUND COVER BY OCTOBER 15TH. MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER 4'-0' tarn, 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 GRAV&DRIVE 7b BE V SUB-BASE ENGINEER.14. ADDITIONAL EROSION CONTROL BLANKETS SHALL BE USED TO STABILIZE DRIVEWAY SHOULDERS THAT TYPICAL LEACHING TRENCH AS SPECIFT[IT ON PLANS. ERODE DURING CONSTRUCTION. CONSTRUCTION COSTR CTIQNQTES 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 MEASURED ANGLE POSTS 1.SET POM+vet a STARE THE SILT !UPSLOPE EXCAVATE A e"r TRENCH FENCING TO.THE SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY FCa Tr pT UPS�FE FRW ITS. SIT END OF THE POST PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AM SEa MONO AGENCY. ss 12'KNO� 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.0.1,01. 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:TmTRocm B=TD47;MC3A1W I.8ACL•THE _ 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. FAmc�GROUND FILIM THE POSTS AND EXTEND 100M Kan. 6 GRAVEL BASE 9. ADDITIONAL ERASION CONTROL BLANKETS SHALL BE USED TO STABILIZE DR€VEWAY SHOULDERS THAT � CT DOT M.02.03. ERODE DURING CONSTRUCTION. BA WIDTH PER PLANS SOILS TESTING: 06/14/10 u,A�� : `� CONSTRUCTION OF GEOTEXTILE 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"-4r LIGHT BROWN/GREY MEDIUM SAND 4r-r GREY aAY SHALL 8E IN CONFORMANCE WITH 2O02 CT GUIDELINES r BOTTOM OF PIT - FOR SOIL EROSION & SEDIMENTATION CONTROL. 8' HIGH STOCKADE TEST PIT ,#2 �~ SEEPAGE: 7(P' _ ENCE MOTTLING: 40' `A'v MATERIAL: 0' - 12" TOPSO11. 12"•-30" LIGHT BROWN FINE SAND 30--50- LIGHT BROWN/GREY MEDIUM SAND 50'•»92" GREY CLAY 92' BOTTOM OF PIT MANHOLE EXTENDED TO GRADE _ (REWIRW IF FILL OVER TANK EXCEEDS 127 MANHOLES z i INLET-t OUST(NTH nL7ER) GATES WITH LOCKS 5" THICK CONC. DUMPS TER PAD PERCOLATION TEST HOLE NO.: P-1 g r OUTLET BAFFLE ..... '':''''"'' LTER FABRIC (SEE PLANS FOR DIMENSIONS) INLET BAFFLE 6' COVER ........ ............ LCI91y..... .. ......................... HOLE DEPTH: 24" DATE TESTED 06/14/10 CONNEClON ATUID DEPTH Q GAS DEFtECTTIR a TIME READING PERC. RATE 'aQTM�+ 1i aTY FUU INSOCCM DUMPSTER ENCLOSURE DETAIL (MINUTES) INCHES cMIN./INCH) CO °01�aT FILTER FaBRI( ILT.& 10:41 9.5 61 I IFF7CiFl NOT GREATER THAN 4 TIMES NtD7T1 DR DES>TH ( HIGH CAPACITY INFILTRATORMWAMBERS = 6.2 FT/LF 10:43 12.25 0.73 - INSTALL. PER MANUFACTURERS INSTRUCTIONS 10:47 16.25 1 rwOMPARIMENI LENGTH OF EACH UNIT = 75' <6.257 10:49 18.5 0.89 �T INFILTRATOR LEACHING TRENCH 4 BA1:s 0 12-o.C. 10:53 20 2.67 10:55 21.25 1.6 CONCRTE CROSS SLOPE/DRIVEWAY DIRECTION SEE THICK PLANF4000RD D MENSIONS SLAB - WIDTH VARIES 10:58 22 4 18" MIN. 11:00 23 2 CONCRCETE,COURSE-BITUMINOUS 1-1/2' If MIN \�\ 11:01 DRY - 3" 17 C1 o on ° o o - 4. a a 0 SEPTIC SYSTEM DESIGN OWNER: APPLICANT: 0 °0 0 0 0 N/�,C<C`f RATE 1--5 00© a13 6" CT D.O.T. M.01.01 #3 STONE TO BE PLACED ROBERT MAROUSKI J.E.M.'S GARDEN & DAIRY BARN LLC � /�/���/�/ ° v . °.. .--. 0 0 0 L7 CI OVER FILTER FABRIC MATERIAL I 1062 PLEASANT VALLEY ROAD ELLEN MAROUSKI + _ Al. +.. :'•; : g" C113 CI c3 t13 DESIGN Flaw a 150 GAlS/DAY M.L.S.S. n SOUTH WINDSOR. CT OS074 1052 PLEASANT VALLEY ROAD 9" THICK • °: n .• e CI L3 []© FACTOR OF SAFETY-2 0 0© 0 n DESIGN FM 300 GALS/DAY Restrictive layer. 36 1100 00 PERC FACTOR LESS THEN 10.1 Perc. Rate: 3-5 minutes Inch SOUTH WINDSOR� CT 06074 PROCESSED STONE c p p 0 0 APPLJCA71ON RATE - 0.8 / COMPACTED SUBGRA IE 4" PROCESSED AGGREGATE BASE B" ROLLED GRANULAR BASE O SOD GALS/0.8=375 S.F Slope in 7.: 2.1-3.0 PLACED IN 1W0 LIFTScoo Do USE 12- GALLERIES 05.9 S.F./L.F. CROSS SECTION 2131.3 Ciao 375 S.F./5.9 S.F./L..F:-63.5 L.F. REQUIRED HF: 34 PROVIDE 64.5 L F. OF TRENCH FF: 1.0 D U M P S TE R PAD DETAIL BITUMINOUS CONCRETE DRIVEWAY EDGE OF PAVEMENT Tl-!RU STREET PF: 1.0 N.T.S. MISS: 34' N.T.S. q AN3I-711AC101NG APRON MLSS Provided: 63.5' N.T.S. Q ry 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291.8755 PREPARED FOR. SHEET LOCATIONS AS SHOWN, ARE RASED ON AVAIt�BI E GRAPHIC SCALE � Fax 860.291• 8757 ,�, � � , INFORMATION. ALL EXISTING UTILITIES SHOULD ��ty BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2a 0 1Q 20 40 I�� L./L-a f.E.M. S' GARDEN & DAIR Y BARN R 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �_�I BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. ( IN r } DESIGN. GBS DRAWN.•GBS CHECKED.• GBS 1�062 PLEASANT VALLEY AMA.D 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05/05/11 civil Et traffic engineers surveyors L-. SEPTIC SYSTEM Ges i inch = 20 i`t landscape architects • planners•gis•gps JOB NO.: 2823 DATE 4120�1'1 �/� IMPRESSION SEAL AND ORIGINAL SIGNATURE ��r �= DF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP710N BY 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 a4'DIUI!'Itll WM2WX COME�`1'�MT DRAW!'NG NO.: G.• �bbs,2823�2823E bose.dwg