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HomeMy WebLinkAboutApp# 3-A130�r.dG� IF r--r—rt ili T LA t � �..1>>.71, r.",��-,.,Ch DATE-._.. DONALD I. MEYER REVISED n SvG Professional Building Designer P.O. Box 532 A - So. Yarmouth, MA 02664 DRAWING NUMBER / (508) 394-5296 3 I.., CI''kV IT I ---I I.. i I I i-- -- -1II t - i V I� I� ,-Li �.. _ i J'.1MMM CF IIiT - /b I.., CI''kV IT I ---I I.. i I I i-- -- -1II t , Y-`,.71mC.o.JTH TD,A/N " [_ERK M JUL 1 Q Ali 17- 26 RCCE!'v't�C� AFC �L �nG 1� i I � ' -'3i � � ''ik �• .1 � � I)'�i fir;' �.r a��(+• r. t1� =fit �✓ U t �. (� :i I� 1 ��. 7(�. � i � I� � Y I 1� 1 -`r 1 �t�'{ (�(, , I I'" C'.. DATE DONALD I. MEYERREVISED :_ A Professional Building Designer � P.O. Box 532 DRAWING NUMBER So. Yarmouth, MA 02664 (503) 394-5296 f :. 3 -t30 i SYSTEM PROFILE TOP FNDN. = 66.0' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 65.0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE ` RUN bIAE LEVEL L.. S?. %—FOR HPST 2' HOOOSEO 1500- 1 GALLON S::PTIC 62.25' FJ2,50' TANK (H— 10 ,Baum 61.90' MIN (-2-7 SLOPE) \__6" CRUSHED STONE OR MECHANICAL coMPACTION. (15.221 t21) DEPTH OF FLOW 4' ( M1N 9. SLOPE) TEE SIZES: ,' INLET DEPTH = 10 OUTLET DEPTH 14" FOUNDATION— 25' — SEPTIC TANK 4,463 s.f. 1.02 ac. 51.79' o E (-.L-% SLOOE) 29' PROVIDE VIEWPORT WITHIN A" OF FIN. GRAbE 2% SLOPE REQUIRED OVER SYSTEM/ 65.tl1 124 DOUBLE WASHED p bsfioNE �, 3' MA 132,62' C7I�©C� dC�C'ID M 0 p p p� F-1 C7 a o 4' AROUND oat3a o ootao ) 2' r. 0 d O Q a Cl t'l d 3/4" TO 1 1/2" DOUBLE WASHLD STONE D' BOX t2, S 194. 60 \ s� cp Cb /PROP. DE4f ^� C9 PROP.' ^^ Z9 PORCH PROP. 4 BR DWELLING % TH2 ' TF - 86.0' 61 GMAGE 99-403-2 LE'+CHING FACILITY 7.69' 52.0' TEST HOLE LOGS �. 64f b�A55 � 'Sb4LC 4 0/A b/A LS - LS 4" 1OYR 5/4 5d.3` 10YR 5/4 C 24" 52.17' FS 2.5Y 7/2 52" 60.4' C C2 FS M/FS 2.5Y 7/2 10YR 5/8 If fvPii? �.kc I i LOCUS MO SCALL I' 2bOb' ASStSSbRS MAP 94bARCt_L CURNENT ZONING DISfkICT: N-40 SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' FLOOD ZONE: C I I I 144 52.7' 144" 52.0' f I _ f I NO WATER ENCOUNTERED NOTES: 0 SEPTIC DESIGN: (GARBAGE DISPOSER IS ___NOT ALLOWED 1. DATUM IS ASSUMED FROM QUAD o ! I DESIGN FLOW: 4_ BEDROOMS (-I10 GPD) = 440 GPD 2. k'L,VICIPAL WATER IS AVAILABLE cn USE A 440 GPL DESIGN FLOW 3. MNIMUM PIPE PITCH TC BE 1/8" PER FOOT. I SEPTIC TANK: 440 GPD (_� _) = S8Q GALLONS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 /I ! USE A 15a�_ GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. I - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEASHING: ENVIRONMENTAL CODE TITLE V. SICES: 2(33.5 + 12.83) 2 (.74) = 137 7. . HIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 1' I I BOTTOM: 33.5 x 12.83 (.74) = 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. N f q TOTAL- 615_ S.F. 455_ GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT d 1 1-7 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1/ 1 EQUAL) V.1TH 4' STONE ALL AROUND FROM BOARD OF HEALTH. 1 ! 1 �� 11 LEGEND HISTORIC S17E PLAN I PROPOSED 5P07 ELEVATION J (FOR FILING WITH HISTORIC COMMISSION ONLY) I! 11 10ox0 EXISTING SPOT ELEVATION OF LOT 2 OLD HYANNIS ROAD 100 0 PROPOSED CONTOUR q IN THE TOWN OF: \ 1 1 6,14 y �v 1f o — 100 — EXISTING CONTOUR _ YARMOUTH (PORT) s� 8737' " E ' - _ PREPARED FOR: R TH ,--------- -- J �,E�� SID SIDDHA D — — — - — — — BOARD OF HEALTH --------- ------ 3� - LeY 30 0 30 60 90 Feet MA P��- 4�1�k APPROPED DATE � all 506-362-4541 lax 508 562-08W down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 t, SCALE: 1" = 30' DATE: JUNE 4, 2003 ---71<, 0 M - > PROVIDE VIEWPORT WITHIN A" OF FIN. GRAbE 2% SLOPE REQUIRED OVER SYSTEM/ 65.tl1 124 DOUBLE WASHED p bsfioNE �, 3' MA 132,62' C7I�©C� dC�C'ID M 0 p p p� F-1 C7 a o 4' AROUND oat3a o ootao ) 2' r. 0 d O Q a Cl t'l d 3/4" TO 1 1/2" DOUBLE WASHLD STONE D' BOX t2, S 194. 60 \ s� cp Cb /PROP. DE4f ^� C9 PROP.' ^^ Z9 PORCH PROP. 4 BR DWELLING % TH2 ' TF - 86.0' 61 GMAGE 99-403-2 LE'+CHING FACILITY 7.69' 52.0' TEST HOLE LOGS �. 64f b�A55 � 'Sb4LC 4 0/A b/A LS - LS 4" 1OYR 5/4 5d.3` 10YR 5/4 C 24" 52.17' FS 2.5Y 7/2 52" 60.4' C C2 FS M/FS 2.5Y 7/2 10YR 5/8 If fvPii? �.kc I i LOCUS MO SCALL I' 2bOb' ASStSSbRS MAP 94bARCt_L CURNENT ZONING DISfkICT: N-40 SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' FLOOD ZONE: C I I I 144 52.7' 144" 52.0' f I _ f I NO WATER ENCOUNTERED NOTES: 0 SEPTIC DESIGN: (GARBAGE DISPOSER IS ___NOT ALLOWED 1. DATUM IS ASSUMED FROM QUAD o ! I DESIGN FLOW: 4_ BEDROOMS (-I10 GPD) = 440 GPD 2. k'L,VICIPAL WATER IS AVAILABLE cn USE A 440 GPL DESIGN FLOW 3. MNIMUM PIPE PITCH TC BE 1/8" PER FOOT. I SEPTIC TANK: 440 GPD (_� _) = S8Q GALLONS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 /I ! USE A 15a�_ GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. I - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEASHING: ENVIRONMENTAL CODE TITLE V. SICES: 2(33.5 + 12.83) 2 (.74) = 137 7. . HIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 1' I I BOTTOM: 33.5 x 12.83 (.74) = 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. N f q TOTAL- 615_ S.F. 455_ GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT d 1 1-7 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1/ 1 EQUAL) V.1TH 4' STONE ALL AROUND FROM BOARD OF HEALTH. 1 ! 1 �� 11 LEGEND HISTORIC S17E PLAN I PROPOSED 5P07 ELEVATION J (FOR FILING WITH HISTORIC COMMISSION ONLY) I! 11 10ox0 EXISTING SPOT ELEVATION OF LOT 2 OLD HYANNIS ROAD 100 0 PROPOSED CONTOUR q IN THE TOWN OF: \ 1 1 6,14 y �v 1f o — 100 — EXISTING CONTOUR _ YARMOUTH (PORT) s� 8737' " E ' - _ PREPARED FOR: R TH ,--------- -- J �,E�� SID SIDDHA D — — — - — — — BOARD OF HEALTH --------- ------ 3� - LeY 30 0 30 60 90 Feet MA P��- 4�1�k APPROPED DATE � all 506-362-4541 lax 508 562-08W down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 A. ALA^ �� JALA, P.L.S. DATE SCALE: 1" = 30' DATE: JUNE 4, 2003 ---71<, 0 M - > F O <' - "OFN,�9 J/h DANIEL cis A. ALA^ �� JALA, P.L.S. DATE TOP FNDN. = 66.0' 2 SYSTEM PROFILE ACCESS COVERS TO WIT'41N 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 65.0' MINIMUM .75' OFCOVEROVER PRECAST WITHIN 6" OF FIN. GRADE .. �2% SLOPE REQUIRED OVER RUN PIPE LEVEL 2" DOUBLE WASHED P PROPOSED 1500 FOR FIRST 2' 62.50, GALLON SEPTIC 61.25' TANK (H- 10 ) •MIN AS SAME 61.90'1.79' PROVIDE VIEWPORT WITHIN 6" OF FIN. GRADE 65.0' (-2-7 SLOPE)0 DEPTH ES FLOW 4 TEE SIZES: \-6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) MIN (! 9, SLOPE) (-1-7 SLOPE) o 61.69' g `''�$ 2' 0 (7-1 Ea O ED C=] ED M 0 00 0 El C] 0 Q o E� C� 0 0 C3 a C> 171 E� I= � O a O CD F� O O INLET DEPTH = 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE OUTLET DEPTH s 14" 64.3' Cl FOUNDATION— 25' --- SEPTIC TANK 29' D' BOX 12' LEACHING 52" 60.4' FACILITY 44',463 s. f. 1.02 ac. � .! E lr 7n l ' `3 r\ 99--403-2 57 3' MAX. 62.52' AROUND 7.69' 52.0' TEST HOLE LOGS ENGINEER: MICHAEL FARIA, SE WITNESS: AMY VON HONE, RS DATE: 1/10/00 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS Q ELEV 0" 64.; 0/A LS 4" 1OYR 5/4 64.3' Cl FS 2.5Y 7/2 52" 60.4' C2 M/FS 10YR 5/8 2 0" 64.0' 0/A LS5/4 10YR 24" T62. ASSESSORS MAP 94 PARCEL C CURRENT ZONING DISTRICT: R-40 SETBACKS: FS FRONT = 30' SIDE = 20' REAR = 20' 2.5Y 7/2 FLOOD ZONE: C S 87' 1'32„ W I I N 194. 99 S'9 1 1 144' 527' 144" 52.0'- / 99- 9 § `F o -It I I NO WATER ENCOUNTERED NOTES: C3 0 w 4 ,' � ; SEPTIC DESIGN: (GARBAGE DISPOSER IS __–NOT ALLOWED ----- co v E I ---------------) 1. DATUM IS ASSUMED FROM QUAD o ; DESIGN FLOW: _ 4_ BEDROOMS (11(L GPD) 440 GPD 1' V) I I USE A 440 GPD DESIGN FLOW 2• MUNICIPAL WATER IS AVAILABLE %t 1 I SEPTIC TANK: 440 3. MINIMUM PIPE PITCH TO BE 1/8" PER F00T. 3 / Ij E GPD (_2 _) = 88� GALLONS 4. DESIGN i USE A 1500 GN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-_10 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1 I LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, �pgDp, p� ,�_ ! SIDES: - 2(33.5 + 12.83) 2 (T4) = 137 ENVIRONMENTAL CODE TITLE V. ,I9 o J 7. THIS PLAN 1S FOR PROPOSED WORK ONLY AND NOT TO BE \ 4' \k 1 1 I BOTTOM: 33.5 x 12.83 (.74) _ = 318 USED FOR LOT LINE STAKING. i ® j q TOTAL: 615_ S.F. 455_ Gpp 8• PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" FVC: TH2 DWNEwNGR f' z -'" 1 1 I USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR g• COMPONENTS NOT TO BE BACKFILLED OR COhhICI A Er ywl Tt, I TF . sso ;a"y " !1 1 EQUAL) WITH 4' STONE ALL AROUND INSPECTION BY BOARD OF HEALTH AND PERMISSI rJ (?TAIIA PROP. G I FROM BOARD OF HEALTH. GARAGE I » ' - W I 1 - Ivl 1 �' EGEND u's« R oL I 1' 100.0 PROPOSED SPOT ELEVATION HISTORIC SO? Pt /j J 0.'' (FOR FILING WITH HISTORIC COMMISSION ONLY) 6A (� 0> F 1 100x0 EXISTING. SPOT ELEVATION OF Lill100 LOT 2 OLD HYANNIS ROAD 100PROPOSED CONTOUR 11 6.14 RJ THE TOWN OF: J4 8737' 3" E — EXISTING. CONTOUR -------------- YARMOUTH YARMOUTH (PORT) _ _ SID SIDDHARDTH - - - _ J PREPARED FOR. � HOARD OF HEALTH APPROVEb DATE MA' off 506-361-4541361-9660 lax SOB i dof✓n cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 1 939 main St. yarmouth, ma 02675 SCALE: 1 " = 30' _I r �-j DATE: JUNE 4, 2003 soft V 9)=%;;."