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HomeMy WebLinkAboutEngineered Plan - 2008DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. N c� o_ 0 N N / e N /F�.� CAMARA 4 - BENCH BENCH MARK --TOP PK NAIL SET /595 `R'�, O IN CRACK=51.50 -ASSIGNED (\ J} 8�p A� . sem, osAt, ® 51.50 0,o.�� 17, 640±S. F. .\60.53 �tie$ 6�/�� 51.6 0a\ \ 57.3 561- 1- 51.6 G�O� 51.6 4.,, x 6 ScP 59. 58.37 51.5��\5� Q�O�116, 1, 51.4 \ Y51,2+ 51,4 51.2 s2 �� 57.3 \ DISCONNECT EXISTING GARBAGE GRINDER Invert 43.03 Invert 47.3 Existing Orangeburg Pipe Invert 42.72 Existing Replace Orangeburg w/PVC Use Gas Baffle Existing back to C.I. pipe 1000 Gal. S=1 /4"/ft 3' Max. Cover 3' Max. Cover Septic Tank . Proposed P d Ci( 0 0 o- 0- O a 6P! RAE NOT TO SCALE -LOCATION MAP. SEE PERMIT NO. 95-427 A 6' DEEP PIT REPORTED WITH 3' OF STONE \ oy ropose x o �� 54.4 1 - - i Invert 42.97 1000 GaL 1000 Gal.' �� it�t� 6 5, x 54.68 Proposed Septic Tank Pum Chamber r v1 ALARM & PUMP NOTES \5 .0 �° 51.5 O �� 51.7 i i See Detail I ` S 51 Ai , ($ �o G x 4,3 (,t "-1� 1. ALARM TO BE WIRED BY ELECTRICIAN ON x 50.9 e y % �� �o �� Invert 42.66 j c�i2 G�" i i SEPARATE CIRCUIT FROM PUMP. x 50.6 46.4 �� s ,�c\50.9 �\ '7�. io d x 5 .7 I Proposed a f 2.. ELECTRICAL WORK TO BE INSPECTED BY \O 46.3: `` ) 6" Stone IrcompDact i WIRING INSPECTOR. 9 1 �� Q i �� o� 'J7 M 53 5� % 53,09 1 I 1 3. ALARM_ TO BE .LOCATED INHOUSE. 8.z G :car° 50'7 ` i-18, 3 '-3-i r123� 4. PUMP TO BE CAPABLE OF PASSING 07�000� \� �� / i I I I I. j I 1-1/4" SOLIDS AND INSTALLED IN STRICT x\ 46.2 _ �V _-- +x\50.5 CONFORMANCE WITH MANUFACTURER'S 47.2 <� x�' est :; XX 50.5 �� ��'� �� \k i.09 23 x 51.30 DESIGN DATA SPECIFICATIONS. 4�6\\ O \�j \ �� x 51.0\ /x 51.34 5. USE MEYER SRM4, 4/10 HP PUMP, OR �/ 50,1 OffO P �/ \�� / 50.98 BEDROOMS: 4 EASY AND SAFE \ EQUIVALENT -\� G 0.7 6, 46 l �\_ 0,8 GARBAGE -GRINDER:-. - ---DISCONNECT = 'MptN1�ANCE�OF PUMP:- `C� ay X1;0 p �\ / REQUIRED CAPACITY: 440 GPD PROVIDE UNION/DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP �' 05 �t ` / SEPTIC TANKS: 2000 GAL. 1000 GALLON H.-1.0 CAN BE REMOVED FROM TOP OF TANK. ?'� `? aec \ 4 150 -RECOMMEND FLOAT BRACKET AT COVER SO \9 5 / 48 99PUMP CHAMBER STORAGE CAPACITY. 440 GAL. PUMP CHAMBER FLOATS CAN BE ADJUST./REPLACED FROM TOP. 70. \eG et :::=' 0.- ,\ so / ®so,00 DOSES PER DAY: > 4 W/ WATERPROOFING �e�: \Oy �\ 2 //48.88 DRILL 3/8" WEEP /VENT HOLE MOORE48.6 x 4 5 4 9.1 �\�� �� x 49.0 b // 7 4q. /x 47.01 CAUTION: BURRIED ELECTRIC & GAS DIG SAFE! PROVIDE A CONTINUOUS 20' SECTION OF PVC PIPE SPLIT AT WATER LINE. LEGEND 4,7,7 x 4 Z 4 ;,68 7 �a 5 \ X X \ / 7.\8 45,7 x 47,1 / \ / 44,63 v 6,5 x 4 4',03 b✓ WATER LINE FROM FIELD LOCATION G GAS LINE FROM FIELD LOCATION x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /-6__ EXISTING CONTOUR g--- PROPOSED CONTOUR x - FENCE (IF. SHOWN, .NOT.ALL SHOWN) . 0 TREE (IF SHOWN, NOT ALL SHOWN) BENCH MARK --TOP OF MAG. NAIL SET IN PAVEMENT=50.00 ASSIGNED BENCH MARK --CORNER OF CONC. WALK=50.25 ASSIGNED THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE Recommend Floats replaceable from top Quick. Disconnect/ 42.66 larm 26" Union Invert On 15„ Check Valve Off EI. 39.66 P 38.16 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT APPROVE ') .. - JOHN & SITE PLAN FOR CELESTE STOCKING LOT 8, 2 CROMWELL DRIVE, YARMOUTHPORT, MA APRIL 17, 2008 SCALE. 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2007 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 JOB NO. Y08-07 NOTES STOCKING.DWG 1. LOCUS 1S A.M. 143, PARCEL 50. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO .PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --4 ON TANKS, 1 OVER PUMP AND 1 ON PIT. 10. STONE TO BE DOUBLE. WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. • 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION. TO MEET TITLE 5 AND LOCAL REGULATIONS. DISCONNECT EXISTING GARBAGE GRINDER Invert 43.03 Invert 47.3 Existing Orangeburg Pipe Invert 42.72 Existing Replace Orangeburg w/PVC Use Gas Baffle Existing back to C.I. pipe 1000 Gal. S=1 /4"/ft 3' Max. Cover 3' Max. Cover Septic Tank . Proposed P d Ci( 0 0 o- 0- O a 6P! RAE NOT TO SCALE -LOCATION MAP. SEE PERMIT NO. 95-427 A 6' DEEP PIT REPORTED WITH 3' OF STONE \ oy ropose x o �� 54.4 1 - - i Invert 42.97 1000 GaL 1000 Gal.' �� it�t� 6 5, x 54.68 Proposed Septic Tank Pum Chamber r v1 ALARM & PUMP NOTES \5 .0 �° 51.5 O �� 51.7 i i See Detail I ` S 51 Ai , ($ �o G x 4,3 (,t "-1� 1. ALARM TO BE WIRED BY ELECTRICIAN ON x 50.9 e y % �� �o �� Invert 42.66 j c�i2 G�" i i SEPARATE CIRCUIT FROM PUMP. x 50.6 46.4 �� s ,�c\50.9 �\ '7�. io d x 5 .7 I Proposed a f 2.. ELECTRICAL WORK TO BE INSPECTED BY \O 46.3: `` ) 6" Stone IrcompDact i WIRING INSPECTOR. 9 1 �� Q i �� o� 'J7 M 53 5� % 53,09 1 I 1 3. ALARM_ TO BE .LOCATED INHOUSE. 8.z G :car° 50'7 ` i-18, 3 '-3-i r123� 4. PUMP TO BE CAPABLE OF PASSING 07�000� \� �� / i I I I I. j I 1-1/4" SOLIDS AND INSTALLED IN STRICT x\ 46.2 _ �V _-- +x\50.5 CONFORMANCE WITH MANUFACTURER'S 47.2 <� x�' est :; XX 50.5 �� ��'� �� \k i.09 23 x 51.30 DESIGN DATA SPECIFICATIONS. 4�6\\ O \�j \ �� x 51.0\ /x 51.34 5. USE MEYER SRM4, 4/10 HP PUMP, OR �/ 50,1 OffO P �/ \�� / 50.98 BEDROOMS: 4 EASY AND SAFE \ EQUIVALENT -\� G 0.7 6, 46 l �\_ 0,8 GARBAGE -GRINDER:-. - ---DISCONNECT = 'MptN1�ANCE�OF PUMP:- `C� ay X1;0 p �\ / REQUIRED CAPACITY: 440 GPD PROVIDE UNION/DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP �' 05 �t ` / SEPTIC TANKS: 2000 GAL. 1000 GALLON H.-1.0 CAN BE REMOVED FROM TOP OF TANK. ?'� `? aec \ 4 150 -RECOMMEND FLOAT BRACKET AT COVER SO \9 5 / 48 99PUMP CHAMBER STORAGE CAPACITY. 440 GAL. PUMP CHAMBER FLOATS CAN BE ADJUST./REPLACED FROM TOP. 70. \eG et :::=' 0.- ,\ so / ®so,00 DOSES PER DAY: > 4 W/ WATERPROOFING �e�: \Oy �\ 2 //48.88 DRILL 3/8" WEEP /VENT HOLE MOORE48.6 x 4 5 4 9.1 �\�� �� x 49.0 b // 7 4q. /x 47.01 CAUTION: BURRIED ELECTRIC & GAS DIG SAFE! PROVIDE A CONTINUOUS 20' SECTION OF PVC PIPE SPLIT AT WATER LINE. LEGEND 4,7,7 x 4 Z 4 ;,68 7 �a 5 \ X X \ / 7.\8 45,7 x 47,1 / \ / 44,63 v 6,5 x 4 4',03 b✓ WATER LINE FROM FIELD LOCATION G GAS LINE FROM FIELD LOCATION x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /-6__ EXISTING CONTOUR g--- PROPOSED CONTOUR x - FENCE (IF. SHOWN, .NOT.ALL SHOWN) . 0 TREE (IF SHOWN, NOT ALL SHOWN) BENCH MARK --TOP OF MAG. NAIL SET IN PAVEMENT=50.00 ASSIGNED BENCH MARK --CORNER OF CONC. WALK=50.25 ASSIGNED THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE Recommend Floats replaceable from top Quick. Disconnect/ 42.66 larm 26" Union Invert On 15„ Check Valve Off EI. 39.66 P 38.16 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT APPROVE ') .. - JOHN & SITE PLAN FOR CELESTE STOCKING LOT 8, 2 CROMWELL DRIVE, YARMOUTHPORT, MA APRIL 17, 2008 SCALE. 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2007 BY R.J. 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