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HomeMy WebLinkAbout83-1877 - Site & Sewage Disposal501 L TEST LOGS k_7 NOTES: LNGI EL1+ A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED, B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CON5TRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. NAND BOR - DEPTH FROM (SOIL - SOIL SOIL 501E OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING MOTTLING (INCHES) (USDA) (MUNSELL) (USDA) (MUNSELL) 0-11 A Pine Sand I OYR 5 I NONE Loose 11-17 B Fine Loamy Sand I OYR 414 NONE Friable 17-83 Cl Medium Loam Sand I OYR GIG I NONE Loose WeepinH2O 42" 83-108 C2 Fire Sand I OYR G121 NONE I Very Friable CON5TRUCTION NOTE5: 2 EL -49+ 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(S), GREASE TRAP(5), DOSING CHAMBER(S) AND DISTRIBUTION BOX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. HAND BORING DEPTH FROM I501L - - SOIL SOIL SOIL OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE (INCHES) (USDA) (MUNSELL) AT END OR AS NOTED. 0-7 A Fine Sand I OYR 5/1 NONE 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DISTRIBUTION 7.19 B Fine Loam Sand I OYR 4/4 NONE e19-52 CONj� I E, E f�VAT I O N NOTES . C C Medium Loam Sand I OYR 6/6 NONE SLc05C e Wee in H2O 40"52-109 1.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW. THE LIMIT OF WORK STAKED OR SILT BARRIER AS CONDITIONED C2 Fme Sand I OYR 6/2 NONE Friable 3.) SEPTIC TANK(S) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE DATE OF TESTING: 09/04/96 AT LEAST THREE 20 DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS. TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 WITNESSED BY: MATTHEW T. FARREL, EIT, J.M. O'REILLY � ASSOCIATES; INC. 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE NO WATER ENCOUNTERED CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL ABSORPTION SYSTEM 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST L LOG ETP WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF MON (TOR WE I 5Y5TEM DESIGN CALCULATION5 SEWAGE DE51GN FLOW: 4 BEDROOM DWELLING @ 110 GPD = 440 GPD LEACHING CAPACITY REQUIRED: 4 BEDROOMS (MAX.) @ 110 GPD = 440 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 440 GPD @ 200% = 880 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK (MIN. ALLOWED) LEACHING CAPACITY PROVIDED: ONE (1) 45.0'X 1 5.0'X G" LEACH FIELD CAN LEACH: (45.0 X 15.0) X 0.74 GPD/5F=499.5 GPD 499 GPD>440 GPD REQUIRED NOTE: A'GARBAGE DISPOSAL IS NOT PERMITTED WITH TH15 DESIGN. INSTALL: ONE (1) - 1 500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) ONE (1) - 45,0'x 1 5.0' x G" LEACH FIELD BE'.NGHMARK: Top, of Water Gate EL==5.6± (MSL 1929 Utility Pole #4 CONCR fINI5H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL I 1-05-9G EL=2.G I BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I %. I I- I I -9G EL= 2.49 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE I I- 14-9G EL= 2.25 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 PT/FT. LINE SHALL BE CAPPED I -25-9G EL= 2.25 AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST EL= 2.75 HISTORIC HIGH GROUNDWATER 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DISTRIBUTION / BOX TO A55URE EVEN DISTRIBUTION, 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW CONj� I E, E f�VAT I O N NOTES . C THE OUTLET INVERT. I V 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1-112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE 1.) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW. THE LIMIT OF WORK STAKED OR SILT BARRIER AS CONDITIONED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE INSTALLED B SHALL CONSIST OF DOUBLE SHALL BE CONSTRUCTED PRIOR TO ANY SHA BY CONSERVATION COMMISSION AND S SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2'! OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. WORK ON THE PROJECT: LAYER I ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 1 I .) VENT SOL UNDER DRIVEWAYS, PARKING AREAS, 2.) ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS, � DRY -WELLS OR BY STONE TRENCHES (2' x I') LOCATED UNDER ALL DRIP LINES. WHEN LOCATED EITHER IN WHOLE OR IN PART LAND COURT PLAN # 14426-G TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF OF THE PROJECT. CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 4.) ALL FILL REQUIRED FOR THE PROJECT SHALL BE CLEAN SAND, FREE OF DEBRIS U GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. 13.) FINISH COMPONENTS; INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER J AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL x12.34 EXISTING SPOT GRADE RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- 24x5 PROPOSED SPOT GRADE TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH ES THAT MIGHT DAMAGE THE SYSTEM. 5Y5TEM DESIGN CALCULATION5 SEWAGE DE51GN FLOW: 4 BEDROOM DWELLING @ 110 GPD = 440 GPD LEACHING CAPACITY REQUIRED: 4 BEDROOMS (MAX.) @ 110 GPD = 440 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 440 GPD @ 200% = 880 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK (MIN. ALLOWED) LEACHING CAPACITY PROVIDED: ONE (1) 45.0'X 1 5.0'X G" LEACH FIELD CAN LEACH: (45.0 X 15.0) X 0.74 GPD/5F=499.5 GPD 499 GPD>440 GPD REQUIRED NOTE: A'GARBAGE DISPOSAL IS NOT PERMITTED WITH TH15 DESIGN. INSTALL: ONE (1) - 1 500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) ONE (1) - 45,0'x 1 5.0' x G" LEACH FIELD BE'.NGHMARK: Top, of Water Gate EL==5.6± (MSL 1929 Utility Pole #4 _W_ WATER SERVICE LINE -0- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE _G- GAS SERVICE LINE TIP TEST HOLE / BORING LOCATION ST SEPTIC TANK 6 DB DISTRIBUTION BOX N1055 ROAD 5A5 SOIL ABSORPTION SYSTEM 5' LATERAL SOIL REMOVAL © Reserve RESERVED FOR FUTURE (SEE NOTE # IL � UTILITY POLE IE CATCH BASIN INSPECTION FORT % �� � FIRE HYDRANT 1 _ W05.6 A 4 2. PROPOSED 5WALE BOTTOM EL=5.2± w WATER GATE R fJ9.22' s A MONITOR WELL 4 .24' 2g' ■ CONCRETE BOUND, FOUND 6 x 4.7 `• - y - TOP OF BANK N -:-.- LIMIT OF WORK FRONT PORTION OF DWELLING x 7d. 00 1' SLAB @ EL= 10.0± (r0 BE CONFIRMED) FENCE Qi PROPOSED LANDSCAPE WALL EDGE OF CLEARING TOP OF WALL VARIES ! PROPOSED GAS LINEA \ i :y "P`✓ `i "� l� �, +I PROP05ED LIMIT OF WORK (APPROXIMATE) o®�- PROPOSED WATERLINE ((APPROXIMATE) •' x 3.61 ,euffet 7.4 l00 °pe y Existing pal - x ,,iil�kk;}' W ii / fm e.;�cN , , j I PAULETTE J. FINNERTY REVOCABLE TRUST / Bu ld 9 EL=29.2± C2 ,} ° + •, / /\ v I PAULETTE J. FINNERTY, TRUSTEE / n9 Nelyfit_2+.9'± CERTIFICATE OF TITLE # 177554 / 0 70 �oRE� \I7 Fti0 , x 5,1 \ AREA FOR ALL ACTIVITI uo�R 40 MIL HDPE LINER pK\Nt -0 40 15,) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION TOP @ EL=9.1± \ \ BOTTOM @ EL= 5.1± x s.9 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE -yo g�f Ao 7o QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING PROPOSED LANDSCAPE WALL x as Ler \ TOP OF WALL VARIES 30 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE '% s pFrrnnir anin AFPR(�VFD PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 9 \ 5 O / 16.) ALL TOP501L # 5UB501L (A � B) ENCOUNTERED WITHIN 5' AROUND THE 5.A.5. SHALL BE REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, COMPACTED TO MINIMIZE SETTLEMENT. 17.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE Of DEBRIS. FILL SHALL BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS PER AA5HO T 180, METHOD D INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. FLOW PROFILE: NOT TO SCALE 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN G" Of FINISH FINISH FLOOR GRADE (OR AS NOTED) EL= 17.0± (SEE NOTE #5) Proposed EL= I 1.5t r--7 10.0± 9.50 L I 101114" 14" 3' I( T 40, GAS BAFFLE 23'±_- 1 500 GALLON 5EPTIC TANK 8u4Eec PETER F.SARTHOU4 ' S01 MIMI 1. 5ARTHOU O / j x7.0 / ; ` �' INFINITY POOL TROUGH LAND COURT DOCUMENT # 1 1835cP` x 7.41 PROPOSED RETAINING WALL 9.0 / LOT GOx 6.SF9+ \ Area= I8,73I I PROPOSED �� eo\Per x 7.1 \ LAWN AREA / 170C9 01 10, O\ np- / a / 9.0 \ x6.8./ / �x 3.4 1%/\ESOP #I /./ 50P #2 \ -',•. ' x 6 / z/x \3 / a6, \ DEP OBSERVATION PLOT #2 DEP OBSERVATION 9.a / T ! / PLOT # I a 3.1 ! 1 ti NOF IgA OFhiAc� PROPOSED 5WAL` .7 BOTTOM EL=5-.8.. / / / x s.a s\% 1`II' I ,�' Q JOHN �' r3.4 JOHN M. O'REILLYo O'REILLYx 62 i / {�, N0.1�20QVIL. aw U MO. 46733 PKOP05ED LIMIT - / OF N,'ORK 7. 4 - 6 x,11, � tONAI SU 3.6 Proposed I= I I .0± Pro 05ed EL= 10.0± Min. eF"` / .a \ / / INSPECTION PORT PLAN ©_- _ _ _x 6.0 � x a.4 /14i0 .1 ice I I" Cover Min. SCALE 1 '=20 x s•s a.o JOSEPH H. PETROWSKI C � - 99. 1� THIS AREA IS SERVED DEBRA T. PETROW5KI BY TOWN WATER. LAND COURT DOCUMENT #543091 ij � Vegetated 2" LAYER Of 1/8" - 1/2" STONE s Weyand All,Llsclottl Residence CAP I %/ clo Gregg Usciottl, 83 Orchard Hill Park Drive, Leomm5ter, MA O 1453 3/4" i 1/2" STONE ®� 3 8 62 8.55 (5.35 v\ 2 SITE SEWAGE DISPOSAL SYSTEM DESIGN 7.85- L. 2 DROP 31 Moss Road, West Yarmouth, MA LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC. 45.0'x 15.0'x 6.0" Professional Engineering & Land Surveying Services ALL Longest RUI = 8'± �_ - EL= 2.75 HIGH GROUNDWATER 0 20 40 60 1573 Mein Street - Route 8A DB -3 P.O. Hos 1773 SCALE "=20' (508)896-8601 Office Brewster, MA 02631 (500)898-6802 Fax DATE! SCALE: jt5MTF/f Y: CHECK: IJJMO OB NUMBER: D -BOX H-20 G:\AAJob5\U5aott! Developmert\Mo55Road 127GA\dwg\I 27GA.SD5.dwg 04/21/10 A5 Noted JMO - 1276A West Yarmouth, MA /. m u /i C) w LEWIS POND 11 i j Q Ih LOCUS / I ,�, - �� 500110 NPOG NOT TO SCALE ' J cV v v LAND COURT PLAN # 14426-G CERTIFICATE OF TITLE # 152294 ASSESSORS' MAP 14 PARCEL 15 U J LEGEND -0- EXISTING CONTOUR 32 PROPOSED CONTOUR x12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE _W_ WATER SERVICE LINE -0- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE _G- GAS SERVICE LINE TIP TEST HOLE / BORING LOCATION ST SEPTIC TANK 6 DB DISTRIBUTION BOX N1055 ROAD 5A5 SOIL ABSORPTION SYSTEM 5' LATERAL SOIL REMOVAL © Reserve RESERVED FOR FUTURE (SEE NOTE # IL � UTILITY POLE IE CATCH BASIN INSPECTION FORT % �� � FIRE HYDRANT 1 _ W05.6 A 4 2. PROPOSED 5WALE BOTTOM EL=5.2± w WATER GATE R fJ9.22' s A MONITOR WELL 4 .24' 2g' ■ CONCRETE BOUND, FOUND 6 x 4.7 `• - y - TOP OF BANK N -:-.- LIMIT OF WORK FRONT PORTION OF DWELLING x 7d. 00 1' SLAB @ EL= 10.0± (r0 BE CONFIRMED) FENCE Qi PROPOSED LANDSCAPE WALL EDGE OF CLEARING TOP OF WALL VARIES ! PROPOSED GAS LINEA \ i :y "P`✓ `i "� l� �, +I PROP05ED LIMIT OF WORK (APPROXIMATE) o®�- PROPOSED WATERLINE ((APPROXIMATE) •' x 3.61 ,euffet 7.4 l00 °pe y Existing pal - x ,,iil�kk;}' W ii / fm e.;�cN , , j I PAULETTE J. FINNERTY REVOCABLE TRUST / Bu ld 9 EL=29.2± C2 ,} ° + •, / /\ v I PAULETTE J. FINNERTY, TRUSTEE / n9 Nelyfit_2+.9'± CERTIFICATE OF TITLE # 177554 / 0 70 �oRE� \I7 Fti0 , x 5,1 \ AREA FOR ALL ACTIVITI uo�R 40 MIL HDPE LINER pK\Nt -0 40 15,) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION TOP @ EL=9.1± \ \ BOTTOM @ EL= 5.1± x s.9 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE -yo g�f Ao 7o QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING PROPOSED LANDSCAPE WALL x as Ler \ TOP OF WALL VARIES 30 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE '% s pFrrnnir anin AFPR(�VFD PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 9 \ 5 O / 16.) ALL TOP501L # 5UB501L (A � B) ENCOUNTERED WITHIN 5' AROUND THE 5.A.5. SHALL BE REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, COMPACTED TO MINIMIZE SETTLEMENT. 17.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE Of DEBRIS. FILL SHALL BE PLACED IN 6-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS PER AA5HO T 180, METHOD D INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. FLOW PROFILE: NOT TO SCALE 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN G" Of FINISH FINISH FLOOR GRADE (OR AS NOTED) EL= 17.0± (SEE NOTE #5) Proposed EL= I 1.5t r--7 10.0± 9.50 L I 101114" 14" 3' I( T 40, GAS BAFFLE 23'±_- 1 500 GALLON 5EPTIC TANK 8u4Eec PETER F.SARTHOU4 ' S01 MIMI 1. 5ARTHOU O / j x7.0 / ; ` �' INFINITY POOL TROUGH LAND COURT DOCUMENT # 1 1835cP` x 7.41 PROPOSED RETAINING WALL 9.0 / LOT GOx 6.SF9+ \ Area= I8,73I I PROPOSED �� eo\Per x 7.1 \ LAWN AREA / 170C9 01 10, O\ np- / a / 9.0 \ x6.8./ / �x 3.4 1%/\ESOP #I /./ 50P #2 \ -',•. ' x 6 / z/x \3 / a6, \ DEP OBSERVATION PLOT #2 DEP OBSERVATION 9.a / T ! / PLOT # I a 3.1 ! 1 ti NOF IgA OFhiAc� PROPOSED 5WAL` .7 BOTTOM EL=5-.8.. / / / x s.a s\% 1`II' I ,�' Q JOHN �' r3.4 JOHN M. O'REILLYo O'REILLYx 62 i / {�, N0.1�20QVIL. aw U MO. 46733 PKOP05ED LIMIT - / OF N,'ORK 7. 4 - 6 x,11, � tONAI SU 3.6 Proposed I= I I .0± Pro 05ed EL= 10.0± Min. eF"` / .a \ / / INSPECTION PORT PLAN ©_- _ _ _x 6.0 � x a.4 /14i0 .1 ice I I" Cover Min. SCALE 1 '=20 x s•s a.o JOSEPH H. PETROWSKI C � - 99. 1� THIS AREA IS SERVED DEBRA T. PETROW5KI BY TOWN WATER. LAND COURT DOCUMENT #543091 ij � Vegetated 2" LAYER Of 1/8" - 1/2" STONE s Weyand All,Llsclottl Residence CAP I %/ clo Gregg Usciottl, 83 Orchard Hill Park Drive, Leomm5ter, MA O 1453 3/4" i 1/2" STONE ®� 3 8 62 8.55 (5.35 v\ 2 SITE SEWAGE DISPOSAL SYSTEM DESIGN 7.85- L. 2 DROP 31 Moss Road, West Yarmouth, MA LEACHING FIELD 5.1' J.M. O'REILLY & ASSOCIATES, INC. 45.0'x 15.0'x 6.0" Professional Engineering & Land Surveying Services ALL Longest RUI = 8'± �_ - EL= 2.75 HIGH GROUNDWATER 0 20 40 60 1573 Mein Street - Route 8A DB -3 P.O. Hos 1773 SCALE "=20' (508)896-8601 Office Brewster, MA 02631 (500)898-6802 Fax DATE! SCALE: jt5MTF/f Y: CHECK: IJJMO OB NUMBER: D -BOX H-20 G:\AAJob5\U5aott! Developmert\Mo55Road 127GA\dwg\I 27GA.SD5.dwg 04/21/10 A5 Noted JMO - 1276A