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Home My WebLink About22 Glenwood Street Site PlansEr I 5 N n to o� ali, �'Q5.8 OF 5.8 N/F CAPE COD HOSPITAL o/ SURVEY ROD & CAP — / SET / N/F ROGER ALESSANDRO / LOT 25 / / TACK 0 F BEN E RAII- RUNG 0 ' FOUND NOTES 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT: R-25 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT 8. FRONT YARD SET BACK PER 2003 YARMOUTH ZONING BY LAW SECTION 203.52.1 — 30% OF 96.75 (LOT DEPTH) = 29.04 9. MAXIMUM GRADE AROUND HOUSE NO GREATER THAN 30" TO FINISH GRADE Ik 6.1 O. BENCHMARK PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE #40/4. ELEV.=12.91 LOCUS MAP NOT TO SCALE NOTICE Unless and! until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. 5/09/05 REVISED SEPTIC TANK LOCATION LAC 12/13/04 REVISED SEP11C TANK LOCATION, ADD 40MIL. POLY. LINER LMC TMS 8/12/04 REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS TMS 7/26/04 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES LMC MBM DATE DESCRIPTION DrawnChecked R E V I S 1 0 N S PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM °meg j PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN �v - �7� YARMOUTH MA SCALE: 1" =20DATE: JUNE 6, 2004 .,v� hgia A�~GRAPHIC SCALEaH :holmes and me rath, inc. ��V � TIMOTHY,s� 20 10 0 20 60 I•:r;cGRATH � civil engineers and Ian surveyors _ 2 No. 45078 n No. zv�7a 362 gifford street 508 548-3564 (PHONE �� F cr 548-9672 (FAx) 02540 508 ' 9 �� ;� �•t. �. ,� � falmouth, ma. �- (INT) DRAWN: LMC ! CHECKED: 1 inch = 20 ft K\KAPALIS\204146PP_R2.DWG JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 OF 3 LEGEND UTILITY POLE SURVEY ROD CAP FENCE x—x- WETLAND FLAG A W-1 EXISTING WETLAND EXISTING TREE 10, EXISTING SPOT GRADE 16.0 EXISTING GRADE --16 EDGE OF CLEARING NOTICE Unless and! until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. 5/09/05 REVISED SEPTIC TANK LOCATION LAC 12/13/04 REVISED SEP11C TANK LOCATION, ADD 40MIL. POLY. LINER LMC TMS 8/12/04 REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS TMS 7/26/04 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES LMC MBM DATE DESCRIPTION DrawnChecked R E V I S 1 0 N S PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM °meg j PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN �v - �7� YARMOUTH MA SCALE: 1" =20DATE: JUNE 6, 2004 .,v� hgia A�~GRAPHIC SCALEaH :holmes and me rath, inc. ��V � TIMOTHY,s� 20 10 0 20 60 I•:r;cGRATH � civil engineers and Ian surveyors _ 2 No. 45078 n No. zv�7a 362 gifford street 508 548-3564 (PHONE �� F cr 548-9672 (FAx) 02540 508 ' 9 �� ;� �•t. �. ,� � falmouth, ma. �- (INT) DRAWN: LMC ! CHECKED: 1 inch = 20 ft K\KAPALIS\204146PP_R2.DWG JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 OF 3 HYANNIS �Q / E OFA 11Z p� \ o INNER HARBOR '' y N/F CAPE COD HOSPITAL LOCUS MAP NOT TO SCALE o tK / \ j 1 CERTIFY THAT THE FOUNDATION IS / ° N/F MARTIN 223.\& A. RITA EARLS LOCATED ON THE LOT AS SHOWN, AND o / .y: ��.�• �`so `� THAT ITS LOCATION CONFORMS TO THE �►�• �• \ \ \ of _ \ \ LOT 23 MINIMUM SETBACK REQUIREMENTS OF / SURVEY ROD & CAP THE! YARMOUTH ZONING BY—LAW. / SET Pow �o�'�yti `� I CERTIFY THAT THE COTTAGE IS LOCATED ON THE LOT AS SHOWN. N/F ROGER ALESSANDRO LOT 25IQ's• v? I O a D �\ LOT 21 ; s• +`oP° o� ti Jo DATE EG RED -PROFESSION L o• J� .� ti 9E o LAND SURVEYOR J � / .8�, / OM 9sr � � • / TACK ON BEN E RA�� '% •9S' \ &/ \ RUNG OF 'S'T` p F0040 O,�\ TOTA 7.337 ± S.F. _`I __CCE 1' - - - _-RTIFY--THA,- THE FOUNDATION 1S SRS• \ LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP \ �s003 COMMUNITY PANEL NO. 250015 0005 D �c1 AND THAT FLOOD PLAIN ZONE C IS NOT 1%0 ��ti QJ SPECIAL FLOOD HAZARD AREA. LOT 20 N/F DAVID J. AGOSTINELLI p \ NFOUND L°` DATE REG TERED PROFESSIONAL LAND SURVEYOR \ j NOTICE Oo Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: O (A)'no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. DATE DESCRIPTION jDrawnhecl Com' REVISIONS PLOT PLAN PREPARED FOR EMMANUEL D. & GLORIA KAPALIS FOR LOT 21, #22 GLENWOOD STREET IN NOTES WEST YARMOUTH MA SCALE: 1" =20' DATE'. DEC. 22, 2004 OF q c 1. HOUSE NUMBER: 22 GRAPHIC scALE h of m es and m c rath, inc. 2. ASSESSOR'S NUMBER: 20-80 20 10 0 2 f , ELLEr o so civil engineers ;and Ian surveyors ST;- =,E,� N 3. ZONING DISTRICT: R-25 N. 2� 4. FLOOD HAZARD ZONES: C - 362 gifford street 508 548-3564 (PaioN�� 9 o as� 5. REFERENCE: PLAN BOOK: 26 PAGE: 103 _ �( IN FEE') falmouth, ma. � 02540 508 548-9672(FAX).<- inch = 20 & DRAWN: LMC CHECKED: K\KAPALIS\204146PP_R2.DWG JOB NO: 204146 DWG. N0: 78-2-136 EET 1 OF 1 CRANBERRY 1BOGS/ HYANNIS �Q / E OFA 11Z p� \ o INNER HARBOR '' y N/F CAPE COD HOSPITAL LOCUS MAP NOT TO SCALE o tK / \ j 1 CERTIFY THAT THE FOUNDATION IS / ° N/F MARTIN 223.\& A. RITA EARLS LOCATED ON THE LOT AS SHOWN, AND o / .y: ��.�• �`so `� THAT ITS LOCATION CONFORMS TO THE �►�• �• \ \ \ of _ \ \ LOT 23 MINIMUM SETBACK REQUIREMENTS OF / SURVEY ROD & CAP THE! YARMOUTH ZONING BY—LAW. / SET Pow �o�'�yti `� I CERTIFY THAT THE COTTAGE IS LOCATED ON THE LOT AS SHOWN. N/F ROGER ALESSANDRO LOT 25IQ's• v? I O a D �\ LOT 21 ; s• +`oP° o� ti Jo DATE EG RED -PROFESSION L o• J� .� ti 9E o LAND SURVEYOR J � / .8�, / OM 9sr � � • / TACK ON BEN E RA�� '% •9S' \ &/ \ RUNG OF 'S'T` p F0040 O,�\ TOTA 7.337 ± S.F. _`I __CCE 1' - - - _-RTIFY--THA,- THE FOUNDATION 1S SRS• \ LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP \ �s003 COMMUNITY PANEL NO. 250015 0005 D �c1 AND THAT FLOOD PLAIN ZONE C IS NOT 1%0 ��ti QJ SPECIAL FLOOD HAZARD AREA. LOT 20 N/F DAVID J. AGOSTINELLI p \ NFOUND L°` DATE REG TERED PROFESSIONAL LAND SURVEYOR \ j NOTICE Oo Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: O (A)'no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. DATE DESCRIPTION jDrawnhecl Com' REVISIONS PLOT PLAN PREPARED FOR EMMANUEL D. & GLORIA KAPALIS FOR LOT 21, #22 GLENWOOD STREET IN NOTES WEST YARMOUTH MA SCALE: 1" =20' DATE'. DEC. 22, 2004 OF q c 1. HOUSE NUMBER: 22 GRAPHIC scALE h of m es and m c rath, inc. 2. ASSESSOR'S NUMBER: 20-80 20 10 0 2 f , ELLEr o so civil engineers ;and Ian surveyors ST;- =,E,� N 3. ZONING DISTRICT: R-25 N. 2� 4. FLOOD HAZARD ZONES: C - 362 gifford street 508 548-3564 (PaioN�� 9 o as� 5. REFERENCE: PLAN BOOK: 26 PAGE: 103 _ �( IN FEE') falmouth, ma. � 02540 508 548-9672(FAX).<- inch = 20 & DRAWN: LMC CHECKED: K\KAPALIS\204146PP_R2.DWG JOB NO: 204146 DWG. N0: 78-2-136 EET 1 OF 1 'i D 1 Q ! 1 1�AL p 4 SURVEY ROD &CAP _ ..s �; N/F CAPE COD HOSPITAL sET ,I CERTIFY THAT THE STRUCTURES ARE LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP �� COMMUNITY PANEL NO. 250015 000 5D N F MARTIN J. & A. RITA EARLS AND ! THAT FLOOD PLAIN ZONE C IS NOT A SURVEY ROD & CAP ��h , ,\c, � 9G Aho / SET ,�/ .o� LOT 22 SPECIAL FLOOD HAZARD AREA. F,p 1 14 OAK �. P��°c 16.7 j-- DATE R GISTERED PROFESSIONAL N/F ROGER ALESSANDRO �� BL 14'+6 G0 ,// .�� 6» A LAND SURVEYOR LOT 25 LOT 21 7.337 f S.F. 2 OA Oslo ,s oumooR NOTES �( sHowj `` 46 � 6„OAK 2„O 8t CAP 0 OAK < (9 -SURVEY OD SET 1. HOUSE NUMBER: 22 ATOM 9Q X10, ,7.s 9tio0 10” ER► 15.29 2. ASSESSOR'S NUMBER: 20-80 TACx SET ANN E RAID �� 9s, \ oa ��F 6» SPRUCE . ZONING DISTRICT: R-25 RUNG OF F� cyT\ o ° CJI ::'6 �\• `V G - I CERTIFY THAT THE STRUCTURES ARE 4. FLOOD HAZARD ZONES: C oo ��•��;,'; LOCATED ON THE LOT AS SHOWN. 5. BENCHMARK: AS SHOWN cR �. .� ti,�P� ��,; ,e.s� DB, ak o° -TOPOGRAPHIC` INFORMATION BASED ON AN - --- �- ... � 6„ GPS oe�'z- ---6.- ON THE GROUND INSTRUMENT SURVEY Sy�,o AK S \ �' A� Q� n.s 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL \ R'DATE REGISTERED PROF SSIO AL YGEODETIC VERTICAL DATUM. \ A6 \ >� �� ,� X 14.99 Y?, LAND SURVEYOR - 8. REFERENCE: 1959 TOWN LAYOUT SyFO 6 sPRU �� • tK LOT 20 \ + OX� �Q _ \N/F DAVID J. AGOSTINELLI i �� OC NOTICE 1386 D N NAIL voEN-� �� A� Unless and until such time as the original (red) stamp of the P AVEM �w /3 responsible Professional Engineer, or Professional Land Surveyor Jw appears on this plan: 13.55 QP (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and OF (B)' this plan remains the property of Holmes & McGrath, Inc. LEGEND N FENCE O SHRUB � DATE DESCRIPTION Drawn Checked X 25.9 SPOT GRADE 01 R E V I S 1 0 N S /� � OW — OVERHEAD WIRES BENCHMARK PLAN OF E CONDITIONS- 0 ONDITIONSC PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF PREPARED FOR POLE #40/4. ELEV.=12.91 GLORIA KAPALIS AoC� IN YARMOUTH BENCHMARK 1110iQ MA TAG BOLT HYDRANT #28 ! ELEV. = 13.33 SCALE: 1„ ='20' DATE' APR.12, 2001 R a "SOF''„ fi'�FF�, A GRAPHIC SCALEo� E1niGt,=�_ ray, holmes and mcgrath, -.Inc. .� 20 10 0 20 .60 civil engineers; and land surveyors Vcw,, H :.. x. 200 main street 508 548-3564 (PHONE) falmouth, ma.� 02540 508 548-9672 tFAx) s ( IN FEET) inch = 20 ft. DRAWN. KKR CHECKED. YY J S .l 201059PP.DWG JOB NO: 201059 DWG. ` NO: 78-2-13 SHEET 1 OF- 1 16 First Floor EI. = .19.5 Flnish grade above and adjacent to system shall slope away at a min. of 29 4' diam. cast iron or Schedule, 40 PVC pipe (tight pints). 20' min. distance (building to edge of leaching system) 0' min. distance 2 -Removable covers within. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 6" of finished grade - . . . . . . . . . . . . . . . . . . . . . Access Holes in Tank to be 20" in Diameter Proposed D—box . with /-access manhole within 6" of finished grade EXISTING GROUND SUN -FACE . . . . . . . I ly ,LJ-. s= PVC s=0.013r 4 PVC a LM e . Foundation 1�4* w . . . . . . design . . . II . . • . . . .II by others I'v 0.02' Liquid Level 7 2: 7 F. 4" PVC s=0.01 MIN. level 1 1n 1 L- aA.. H-20 1500 gallon Septic Tank 0 6" layer of H-20crushed q compacted stone p 6' LAYER OF CRUSHED COMPACTED STONE --/ _ _ . • _ . . . - . . . . . . . . . . • • . . . . . . . . . . . . . ' .................................... �C��wC� .. Diameter Access Holes I rPr--2-20" A I / m INLET l/ STEEL REINFORCED PRECAST CONCRETE PLAN VIEW — e"— REMOVABLE COMM e" 'b. Amin. decranw roqunc MET Y mim wet to arm E I Uwid bwl Ir SECTION A -A SCALE: 1/4" = 1' ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX, OUTLET AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. FRAYS COVER �— OVER W OUTLET n�-mE OAs BAFFLE PRECAST TAW RISER CROSS-SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TAN K SCALE: 1/4" = 1' (H-20 LOADING) T_ 1 ALL OUTLET PIPES FRCM'THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 15.5" 5-5"OUI KNOCKOUTS OUTLET INSTALL POLYLOK FLOW EQUALIZERS ON ALL OUTLET PIPES 16.5"—/4- CONCRETE COVER 19.5" 20- 1.75" PLAN SECTION CROSS-SECTION 5 HOLE DISTRIBUTION BOX SCALE: 1" = 1' (H-20 LOADING) GENERAL NOTES 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction `equipment shall not travel over disposal system during or after construction. 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site during the time of construction. 6) A copy of these plans must be furnished to the contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify holmes and mcgrath, inc., and the Board of Health Agent to inspect the system as constructed. 8) If the contractor encounters any variation between the existing conditions shown on the plan and the conditions encountered on the site, or any soil condition different than shown on the soil log, or any adverse soil, the contractor shall immediately contact holmes and mcgrath, inc. Holmes and mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. K\KAPALIS\204146PP R2DWG JOB N0: 204146 DWG. N0: 78-2-13AJ SHEET 3 of 3 ` k�= PVC s=0.013r a LM e . 1�4* q M M 6' LAYER OF CRUSHED COMPACTED STONE --/ _ _ . • _ . . . - . . . . . . . . . . • • . . . . . . . . . . . . . ' .................................... �C��wC� .. Diameter Access Holes I rPr--2-20" A I / m INLET l/ STEEL REINFORCED PRECAST CONCRETE PLAN VIEW — e"— REMOVABLE COMM e" 'b. Amin. decranw roqunc MET Y mim wet to arm E I Uwid bwl Ir SECTION A -A SCALE: 1/4" = 1' ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX, OUTLET AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. FRAYS COVER �— OVER W OUTLET n�-mE OAs BAFFLE PRECAST TAW RISER CROSS-SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TAN K SCALE: 1/4" = 1' (H-20 LOADING) T_ 1 ALL OUTLET PIPES FRCM'THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 15.5" 5-5"OUI KNOCKOUTS OUTLET INSTALL POLYLOK FLOW EQUALIZERS ON ALL OUTLET PIPES 16.5"—/4- CONCRETE COVER 19.5" 20- 1.75" PLAN SECTION CROSS-SECTION 5 HOLE DISTRIBUTION BOX SCALE: 1" = 1' (H-20 LOADING) GENERAL NOTES 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction `equipment shall not travel over disposal system during or after construction. 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site during the time of construction. 6) A copy of these plans must be furnished to the contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify holmes and mcgrath, inc., and the Board of Health Agent to inspect the system as constructed. 8) If the contractor encounters any variation between the existing conditions shown on the plan and the conditions encountered on the site, or any soil condition different than shown on the soil log, or any adverse soil, the contractor shall immediately contact holmes and mcgrath, inc. Holmes and mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. K\KAPALIS\204146PP R2DWG JOB N0: 204146 DWG. N0: 78-2-13AJ SHEET 3 of 3 / Ik del. ,111. EpGE � 0�� N/F CAPE COD HOSPITAL SURVEY ROD & CAP SET N/F ROGER ALESSANDRO LOT 25 TACK OS BEN RUNG TTOM0 FOUND NOTES � 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT: R-25 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT —x FENCE Q SHRUB X 25.9 SPOT GRADE OW — OVERHEAD WIRES N/F DAVID J. AGOSTINELLIi NAIL FOU ty 1� 1 $6 I CERTIFY THAT THE STRUCTURES ARE LOCATED IN FLOOD PLAIN ZONE C 'AS SHOWN ON FLOOD INSURANCE RATE MAP 'COMMUNITY PANEL NO. 250015 000 5D !AND THAT FLOOD PLAIN ZONE C IS NOT A ;SPECIAL FLOOD HAZARD AREA. /Z 2� DATE REGISTERID OFESSIONAL LAND SURVEYOR - I CERTIFY -THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. � ATE REGISTERED PIROFESSIONAL LAND SURVEYOR NOTICE O C� Unless and until such time as the original (red) stamp of the O �O responsible Professional Engineer, or Professional Land Surveyor O appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (8) this plan remains the property of Holmes & McGrath, Inc. 8/12/04 ADD WATER SERVICE TMS A\DATE DESCRIPTION Dram BENCHMARK R E V I S I O N S PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE #40/4. ELEV.=, 2.91 PLAN OF EXISTING CONDIT iOo�F PREPARED FOR EMMANUEL D. & GLORIA KAP) BENCHMARK GRAPHIC SCALE TAG BOLT HYDRANT #28 2 11 0 10 0 20 60 ELEV. = 13.33 (n1 FEET) 1 inch = 20 ft: 204146PP.DWG 6.3 / / / / / / 6.1 OF 5.8 N/F CAPE COD HOSPITAL o/ SURVEY ROD & CAP / SET / N/F ROGER ALESSANDRO / LOT 25 / i h / T ACK ON got CE ?,A SL ��G A9 FE RUNG O OUND yT�OF NOTES 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING -DISTRICT:-R-25_.M, 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. -REFERENCE: 1959 TOWN LAYOUT__.,.-.--._ _ .. 8. FRONT YARD SET" BACK PER 2003 YARMOUTH ZONING BY LAW SECTION 203.52.1 - 30% OF 96.75- (LOT DEPTH) = 29.04 9. MAXIMUM GRADE AROUND HOUSE NO GREATER THAN 30" TO FINISH GRADE 20 10 0 GRAPHIC SCALE 90 1 inch = 20 & BENCHMARK PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE #40/4. ELEV.=12.91 �o <F �o �Q F 1� [ F; �' CRANBERRY BOGS 9 LOCUS MAP NOT TO SCALE NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: I(A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and I(B) this plan remains the property of Holmes & McGrath, Inc. 8%12/04• REVISE FOUNDATION, -ADD LIMIT OF WORK &WATER -SERVICE- --TMS 7/26/04 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES LMC MBM DATE DESCRIPTION Drawn hecke( REVISIONS PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN YARMOUTH MA Of X1436 �.o; SCALE: 1" =20' DATE: JUNE 6, 2004 o MIC.��L holmes and mcgrath, incj��`' B.s titixorhv V. o McGR#'.T SANTas n Civil engineers and land surveyors 7 Nn, 45078 362 gifford street 508 548-3564 (PHONE) ' �" s� "�, falmouth,� ma. 02540 508 548-9672 (FAx) DRAWN: LMC CHECKED: K\KAPALIS\204146PP_R2.DWG I JOB NOJ., 204146 DWG. NO: 78-2-13A SHEET 1 OF 3 LEGEND UTILITY POLE SURVEY ROD CAP FENCE X—X- WETLAND FLAG 0 W-1 EXISTING WETLAND AL EXISTING TREE EF EXISTING SPOT GRADE 16.0 EXISTING GRADE _16— EDGE OF CLEARING NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: I(A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and I(B) this plan remains the property of Holmes & McGrath, Inc. 8%12/04• REVISE FOUNDATION, -ADD LIMIT OF WORK &WATER -SERVICE- --TMS 7/26/04 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES LMC MBM DATE DESCRIPTION Drawn hecke( REVISIONS PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN YARMOUTH MA Of X1436 �.o; SCALE: 1" =20' DATE: JUNE 6, 2004 o MIC.��L holmes and mcgrath, incj��`' B.s titixorhv V. o McGR#'.T SANTas n Civil engineers and land surveyors 7 Nn, 45078 362 gifford street 508 548-3564 (PHONE) ' �" s� "�, falmouth,� ma. 02540 508 548-9672 (FAx) DRAWN: LMC CHECKED: K\KAPALIS\204146PP_R2.DWG I JOB NOJ., 204146 DWG. NO: 78-2-13A SHEET 1 OF 3 W�11 1 15 110 5 Fnish grade abow and adjacent to system shall slope away at a min. of 2Z 4' diam. cast iron or Schedule 40 PVC pipe (tight pints). 20' min. distance (building to edge of leaching system) 10' min. distance 2—Removable covers within First Floor 6" of finished grade El. =.19.5 . . . . . . . . . . . . . . . . . . - Access Holes in Tank to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . be 20" in Diameter Proposed D -box with EZEK=17.5 access manhole within 6" of finished grade , • EXISTING GROUND SURFACE EGET!=16.0 141:L. F. - . s=0.02 )4PVC ,. v°. Foundation design II by others It ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 5" LiquidLe►e/. 82-LF40PVC.. 2; ---•---•--.._ ......................................... s=0.01 MIN. level t 1,500 gallon Septic Tank � H-20 H-20 6" layer of crushed II compacted i stone 5-5"OU7 KNOCKOUTS OUTLET SECTION A—A SCALE: 1/4" = 1' INSTALL POLYLOK FLOW EQUALIZERS ON ALL OUTLET PIPES 16.5" + CONCRETE COVER I- 20" I �I 1-- 1.75" PLAN SECTION CROSS—SECTION 5 HOLE DISTRIBUTION BOX SCALE: 1" = 1' (H-20 LOADING) 11' —0" T orf •9 I �•2-20" Diameter Access Holes I m INLET L'7a STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 111EIMAM COMM m ' ;;or requ • RlET 10 Y min. Inlet to outlet E 19.5" ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX, OUTLET AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. SWE & COYER OYER -rs- ounEr E TUcluld level , e• —O' 14" t#!1 r A1F-1nE GAS BAFFLE PRECAST CONCRETE TANK MIER CROSS—SECTION END—SECTION TYPICAL 1500 GALLON SEPTIC TANK SCALE: 1/4" = 1' (H-20 LOADING) 8 L.F. MAX. 4" PVC s=0.02 t= ® C= E3 C3 C3 C3 ® ®®®®® ®®=®® :►i ®®®®® Q 1=®mR-®® . . . . . . . . . . . . . . . . . . . . . . . II II .c o a .................Z ..._...---------......---........... h Z C°ci•�,°C�•F GENERAL NOTES NOTICE 1 No change to this system shall be made unless Unless and until such time as the original (red) stamp of the g YS responsible Professional Engineer, or Professional Land Surveyor approved in writing by holmes and mcgrath, inc. appears on this plan: (A) no person or persons, including any municipal or other 2) Subject to inspection during construction by the public officials,' may rely upon the information contained herein; and Board of Health and holmes and mcgrath, inc. (B) this plan remains the property of Holmes & McGrath, Inc. 3) Heavy construction equipment shall not travel 5/09/05 REVISED INVERTS LAC over disposal system during or after construction. 12/13/04 REVISED INVERTS LMC TMS 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. DATE DESCRIPTION Drawn hecke 5) A copy of these plans must be kept on the site IR E V I S 1 0 N S during the time of construction. CONSTRUCTION DETAILS 6) A copy of these plans must be furnished to the contractor constructing the disposal system. OF PROPOSED SEWAGE DISPOSAL SYSTEM 7) Before backfilling, the contractor shall notify PREPARED FOR holmes and mcgrath, inc., and the Board of Health Agent to inspect the system as constructed. EMMANUEL D. &GLORIA KAPALIS 8) If the contractor encounters any variation between IN the existing conditions shown on the plan and the YARMOUTH MA conditions encountered on the site, or any soil condition different than shown on the soil log, or SCALE: 1" =20' 7FDATE: JUNE 6, 2004 �g, inc. 0F �f� y�1 the contractor shall immediately holmes and mcyratil Inc any adverse soil, y � z`�.. .qy contact holmes and mcgrath, inc. Holmes and civil engineers and Ian surveyors TIMOTHY SIVl. n mcgrath, inc. will examine the soil condition 362 gifford street 508 548-3564 (PHONE) �c `T° CIVIL and report to the owner any suggested revisions. falm uth, ma. 02540 508 548-9672 (FAX) DRAWN: LMC CHECKED: K\ KAPAI ISS 9nA1 AFPP P7 f1W(: .II)R Nfl• 7nA1 dR nwr. NO- 7R -9-13A gHFFT i nF i !k �r n alr, 64 A.`L � rn epGE �. ��P0� OF N/F CAPE COD HOSPITAL SURVEY ROD & CAP SET N/F ROGER ALESSANDRO LOT 25 TACK ON BO CEF'o- R,c x9S G OF FEN yT. RUN FOUNp syFa NOTES 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT: R-25 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT x GEGEN D FENCE 0 SHRUB X 25.9 SPOT GRADE OW — OVERHEAD WIRES BENCHMARK V TAG BOLT HYDRANT #28 ELEV. = 13.33 A, Z %K , J .p i ro/ 4"OAK Sts Cy��?rte •6 E"o tK 167 N/F MARTIN J. & A. RITA EARLS LOT 22 HBERR4} LOT 21 2"OAK G 7,33e 7 f S.F.„OAK \ � F A� p Wti 10"0 K �6e OUTDOOR ' �� SHOWER 10"OAK 46 021 12"UAK� / 9s O, / IN, / N, 17.510"CHERRY 6"SPRUCE QO�JG`7.6 / �^ DBL. , VD.I ? (_)AK \ pi 17.5 b � a %K� 6" \ blot / LOT 20 N/F DAVID J. AGOSTINELLI \ N AIL 49k' 86 J� 13.55 QQ' CJ 14.99 O� F 10 o� �p O 0 BENCHMARK 0772 PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE #40/4. ELEV.=12.91 AO �F 10 �Q GRAPHIC SCALE 20 10 0 20 60 ( n1 FEET ) 1 inch = 20 ft. I CERTIFY THAT THE STRUCTURES ARE LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 250015 000 5D AND THAT FLOOD PLAIN ZONE C IS NOT A SPECIAL FLOOD HAZARD AREA. DATE REGISTER DPiFOFESSIONAL LAND SURVEYOR or I CERTIFY THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. � ATE REGISTERED PIROFESSIONAL LAND SURVEYOR NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. 8/12/04 ADD WATER SERVICE TMS DATE DESCRIPTION::±- rawn hecke R E V I S 1 0 N S PLAN OF EXISTING CONDITIONS PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN YARMOUTH MA SCALE: 1" =20DATE: JUNE 7, 2004oF�� inc. holmes and mcgrath, Inc.�11,L,Ly civil engineers and land surveyors 13. 200 main street' 508 548-3564 (PHONE) f i" NICGECATH +�. :0. falmouth, ma. 02540 508 548-9672 (FAx) F DRAWN: JKR,LMC CHECKED: A 14 204146PP.DWG JOB NO: 204146 DWG. N0: 78-2-13A SHEET 2 of 3