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HomeMy WebLinkAbout18 Kearsage Road PlansINSTALL HURRICANE STRAPS ® STUD TO SILL PLATE GONNEGTION 3/4" SUB FLOOR - P.T. 2-2X10 HEADER P.T. 2X10 FLOOR JOISTS a Ib" O.G. �- 2X6 P.T SILL W/ 1/2" A.B 0 4'-0" O.G. 8" GMU WALL T.0.5. ELEV. = q-0" 24"x24" VENT 2xb P.T. SILL a w/ 1/2" 0 A.B. a 4'-0" O.G. (BEYOND) h y:f T.O.W. ELEV. = 12'-0" ®SEG. I (BEYOND) 1 T.O.W. ELEV. = II -0" a SEG. IA GRADE ELEV. VARIES (SEE 51TE PLAN) BFE = 10'-0" (SLOPE FINISH GRADE AWAY FROM BUILDING) • EXISTING 2" DUST COVER BREAK OUT SLAB AS REQUIRED FOR DRAINAGE 8" GONG. WALL #5 a 12" E.W. 2x4 KEY T.O.F. ELEV. = 4'-8" 2 #5 CONT. `A • • DWLS TO �MATCH VERT. 2'-0"6" CRUSHED -i I, STONE BASE DET, IL_ I A SCALE: 3/4"= 1'-0" 3/4" 5UBFLOOR P.T. 2X10 FLOOR JOISTS - INSTALL HURRIGANE _ STRAPS n STUD TO SILL PLATE CONNECTION O O 3/4" 5UBFLOOR 2X10 FLOOR JOISTS- T.O.W. ELEV. = 12'-0" ® SEG. I I 2x6 P.T. SILL W/ 1/2" 0 A.B. ® 4'-0" O.G. 24"x24" FLOOD 2 #5 E.W. a FLOOD VENT VENTS (BEYOND) 2 MIN. PER 51DE ® BFE = 10'-0" SECTION I CRAWL SPACE ELEV.--q'-O" • XGRADE ELEV. VARIES < (SEE SITE PLAN) (SLOPE FINISH GRADE AWAY FROM BUILDING) r 8" GONG. WALL #5 a 12" E.W. 2x4 KEY 2 #5 GONT. (Z • • DWL5 TO �MATGH VERT. 2'-0" I 6" CRUSHED STONE BASE DETAIL SCALE: 3/4"= V-0" 111 ELEV.=q'-O" 1=OUNDAT I ON AND FRAM I NCP PLAN Ip NEW P.T. 2-2X10 B A� SCALE: 1/4"= 1'-0" -T-10" INSTALL HURRICANE STRAPS ® STUD TO SILL PLATE CONNECTION 2x6 P.T. SILL W 1/2" 0 A.B. ® 4'-0" O.G. T.O.W. ELEV. = 12'-0" a SEG. I ELEV. = 11'-6" ® SEG. 2 J PITCH 2% 6x6 - 6/6 WWF 8" GONG. WALL GOMPAGTED GRANULAR FILL #5 0 12" E.W. 2x4 KEY _ T.O.F. ELEV. = 4'-8" 2 #5 CONT. DWL5 TO �MATCH VERT. 2 O I 6' CRUSHED STONE BASE DETAIL 2 SCALE: 3/4"= 1'-0" 40'-0" T.O.G. ELEV. = T.O.W. (BEYOND) 6ENEf2A1. NOTES II' -0" ® SEG. 2 ELEV. = 12'-0" ® SEG. I i GRADE ELEV.=11'-O" + 11 bxb - b/b WWF (SLOPE FINISH GRADE PITCH 2% 5-21-Gq AWAY FROM BUILDING) t :::N:O:L _-- DATE I- cv SHEEP TITLE FOUNDATION I$ FRAM I N6 PLAN PROJECT NO. G14113.00 T.O.W. EL.=10'-6" DATE 1-4-4q 2x4 KEY 2'-0' APRON DROP T.O.W. G14 DRAfro. I4l13FNDN,DW6 4. The contractor shall compare the structural drowings, dimensions, details and sections with �- I OF I SHEETS GARAGE O.H. the architectural and metal Wllding structural drawings and report any discrepancy to the 260 Cranberry Hwy., Orleans, MA 02653 TEL.: 608-255-6511 FAX: 508-255-6700 . OPN'6 #4 DWL5DOOR 8" GONG. WALL I ® 12 COMPACTED GRANULAR FILL 95 a 12" E.W. 2x4 KEY T n c c. PV = 4'4� 2 #5 GONT. DWL5 TO �MATGH VERT. STONE BASE DETA I L 5 SCALE: 3/411= 1'-0" 3/4" 5UBFLOOR 2X10 FLOOD =1fv r - I 1Z 20'-0" 1'-0" t -t REINF. W/ 4 #b VERT. d #3 TIES 0 12" O.G. INSTALL R)PRIGANE TIE DOWN 5TRAP5 ®JOIST TO EAM CONNEGTION (TYP) D a M P.T. ( 2x10 W/ (2; iII I MAY 2 8 11999 NOTE: INSTALL ADDITIONAL )YHi/(2)I /16x1'-0" 2X10 ® SPAN W/ POINT LOAD "DIA.BOLTS FROM FLOOR ABOVE DIA. A.B. EV.= II'- _� 1/2" c &' 2x4 KEY T.O.F. ELEV. = 4'-8" 3 #5 E.W. GONTINUOU5 FTG 4 #b DOWELS b" GRUSHED STONE 13A5E DETAIL 4 SCALE: 3/4"= 1'-0., ©'CEC 1998 6ENEf2A1. NOTES I. The SvlldIrg Code used Is for the design of this Wilding Is the Commonwealth of Massaallmetts, State Building Code, 780 CMR - sixth Edition. 2. All moterlols used for construction sholl conform to the approved rules and standards for 5-21-Gq materials, testing and requirements of accepted engineering practice as listed in Appendix A of the MossacMsetts State Building code. EJL :::N:O:L _-- DATE I- 3. The Contractor shall verify all dlmenslorn and conditions in the field prior to commencing SHEEP TITLE FOUNDATION I$ FRAM I N6 PLAN PROJECT NO. G14113.00 work. Any discrepancy between what Is shown on the drowings and actual field conditions DATE 1-4-4q PROJECT DAVENPORT R1EALTY TRUST IS KEAR5ARGE ROAD YARMOUTH, MA _ shall be reported back to the engineer before proceeding with any work. CHECKED BY G14 DRAfro. I4l13FNDN,DW6 4. The contractor shall compare the structural drowings, dimensions, details and sections with �- I OF I SHEETS the architectural and metal Wllding structural drawings and report any discrepancy to the 260 Cranberry Hwy., Orleans, MA 02653 TEL.: 608-255-6511 FAX: 508-255-6700 . engineer prior to fobrkot" or installing any structural members, Refer to architectural drawings for cilmensions and details not shown. - 5. Principal openings through the framing are shown on these drawings. The general — contractor shall examine the arohltecturol and mechanical drawings for the required openings as he shall provide for all openings whether shown on the drawings or not. The general contractor shall verify size and location of all openings with the mechanical contractor. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's Immediate attention For review. 6. Design Live Loads - Slab on Grade 100 P5F Roof 25 PSF ; Elevated Floors 40 PSF FOLNIDATION, EXCAVATION5, FILING S COMPACTION I. Assume moxlmmm safe soll bearing pressure - 2$00 psF. - 2. All footings are to be placed on natural undisturbed material or compacted granular fill. Subsoil bearing strata shall be free from all vegetation, loam, and organic material. Place 6' crushed stone base below all footings. 3. Top of Footings shall be W less than 3'-0' below finish exterior grade. 4. Concrete work shall conform to all requirements of AV 3320 (latest revision), guide to i Residential Cast In place Concrete Constructlon winless otherwise noted. 9 5. Concrete in materials shall be Type I or 2 Portland cement, sand and gravel oggregotes. Concrete compressive strength WO In 28 days, shall be or entrained and In accordance with AGI 318 (latest revision) as follows: All Concrete Work 3$00 psi 6. All mixing, transporting, placing and oaring of concrete shall be done In accordance with the recommendations of the .American concrete Institute. ELEVATIONS Elevations shown are refers d to mean sea level (14GVD) EL - 0'-0'. See site plan "v by Goostol Engineering Company for benchmark datum reference. (N FIRM REF 0250015-0006 D Town of Yarmouth Flood Zone Al2 Elev. " 10.0' SPECIAL REOl11REt-ENTS FOR COASTAL CONSTRUCTION 1. Special Provisions far Goastal construction shall be In accord with the recomnendatfans found In the 'Coastal Canstructlon Manual' as published by the Federal Emergency Management Agency (FEMA -5S): 2. The building structure and components shall be adequately anchored to the foundation to prevent floototlon, collapse, and/or laterol movement. 3. The entire building structure Is to be tied together to act as a continuous, integral unit using Joist anchors, metal tle down straps, well nulled plywood sheathing, bolts through - beams and piles, etc. 4. Gallonlzed metal Most anchors and tle down straps shall be as manufactured be Simpson Strong -Tie Co., TECO Garporotlon, or approved equal, and shall be Installed at each roof rafter, floor Jolst connection, and wall stvd connection. - 5. All steel members, connections, correctors, etc. shall be hot -dipped galvanized. All - metal connectom mist be routinely Inspected and maintained over the serviceable life of - _ the structure. b. All exteriorexposed lumber used for structural framing, stairs, rolling, etc. shall be No. 2 Dense KD Southern Yellow Pine. Each piece of lumber shall comply with the American SoFtwood Lumber Standard PS 20-70. 7. All exposed wood m_mbers ueod for st.^uctura! Frcmmng, decklma, etalrs, rails, tracing, etc. shall be pressw'e treated with CGA preservative In accordance with APPA 63. 8. All holes, machined areas, and cuts to lumber mode In the field shall be liberally brushed with a solution of copper napthenote containing a minimum of 2% metallic copper in solvtlOn In accordance with the ANDA Standard M-4. - q. Ali Items shall be rigidly anchored or attached, square, plumb and true, or in other planes and shapes shown on the d, -Owings. Joints shall be tight, even and free of offsets. All - surfaces shalt be sanded, filled, or otherwise prepared to receive finish where Indlcoted. INSTALL R)PRIGANE TIE DOWN 5TRAP5 ®JOIST TO EAM CONNEGTION (TYP) D a M P.T. ( 2x10 W/ (2; iII I MAY 2 8 11999 NOTE: INSTALL ADDITIONAL )YHi/(2)I /16x1'-0" 2X10 ® SPAN W/ POINT LOAD "DIA.BOLTS FROM FLOOR ABOVE DIA. A.B. EV.= II'- _� 1/2" c &' 2x4 KEY T.O.F. ELEV. = 4'-8" 3 #5 E.W. GONTINUOU5 FTG 4 #b DOWELS b" GRUSHED STONE 13A5E DETAIL 4 SCALE: 3/4"= 1'-0., ©'CEC 1998 5-21-Gq FOUNDATION PERIMETER ALTERATION5 EJL :::N:O:L _-- DATE I- gY SHEEP TITLE FOUNDATION I$ FRAM I N6 PLAN PROJECT NO. G14113.00 SCALE AS NOTED DATE 1-4-4q PROJECT DAVENPORT R1EALTY TRUST IS KEAR5ARGE ROAD YARMOUTH, MA _ DRAWN IFY EPV CHECKED BY G14 DRAfro. I4l13FNDN,DW6 C0ASTALENGINEERINGC0s �- I OF I SHEETS Professional Engineers & Land Surveyors 260 Cranberry Hwy., Orleans, MA 02653 TEL.: 608-255-6511 FAX: 508-255-6700 . 1 k iqq 334� i i DEPTH FROM FACE SOIL. HORIZON SOIL TEXTURE 5w0�1LC�O�LOR 04ME U SOIL MOTTLING OTHER SHOW STREET SETBACK FOR HOUSE ON PGL R19, D—mA.1AP 4. 513114 ADDITIONAL INFORMATION RECIUE5TED BY TOP501L 0'-6' D' -82, FILL REVISED CONTAINMENT WALL DETAIL DJM/MAP 2. 5AND b'-82' PZV1510% REQUE5TED BY WEALTH DEPARTMENT DJM 1. IO141T8 T B"ATION5 TO PROVIDE 5 6ROUfVMTER SEPARATION PEAT, H16HLY 82' - 132' A REVISION BY OF&ANIG 132' - 180' G SAND IOYRbA NorID MEDNM TO PROJECT -. _ DAVENPORT REALTY TRU5T IS KEAR5AR6E ROAD A55ESOR'S MAP 14 PGL. R$O YARMOUTH, MA. Imm By MAP CHECKED oRAvnNc 614-113.DWG COASTALPNGINEERINGCO.9 A'rofessional Engineers & Land Surveyors FINE SAND DEPTH FROM ..5URFAGE . SOIL HORIZON SOIL TEXTURE SOIL COLOR (MUNSELU SOIL MOTTLING OTHER SHOW STREET SETBACK FOR HOUSE ON PGL R19, D—mA.1AP 4. 513114 ADDITIONAL INFORMATION RECIUE5TED BY TOP501L 0'-b' 0' -18' FILL REVISED CONTAINMENT WALL DETAIL DJM/MAP 2. SAND b' 18' PZV1510% REQUE5TED BY WEALTH DEPARTMENT DJM 1. IO141T8 T B"ATION5 TO PROVIDE 5 6ROUfVMTER SEPARATION PEAT, HIGHLY 18' — 132' A REVISION BY OR6MIG 132' - 180' G ' SAND IOYRbA NorID MEDIUM TO PROJECT -. _ DAVENPORT REALTY TRU5T IS KEAR5AR6E ROAD A55ESOR'S MAP 14 PGL. R$O YARMOUTH, MA. Imm By MAP CHECKED oRAvnNc 614-113.DWG COASTALPNGINEERINGCO.9 A'rofessional Engineers & Land Surveyors FINE SAND b. 5/21119 %M AMENDED BUILDIN6 FOOTPRINT 4 STREET SEMACKS WWAPG 5. 5AOFi9 SHOW STREET SETBACK FOR HOUSE ON PGL R19, D—mA.1AP 4. 513114 ADDITIONAL INFORMATION RECIUE5TED BY PM/MAP 3. 3A91i4 REVISED CONTAINMENT WALL DETAIL DJM/MAP 2. 11/6118. PZV1510% REQUE5TED BY WEALTH DEPARTMENT DJM 1. IO141T8 T B"ATION5 TO PROVIDE 5 6ROUfVMTER SEPARATION DIM NO. OATS REVISION BY S~EEr TTILE 51 TE AND SEWAGE DISP05AL 5Y5TEM PLAN PROJECT NO. 014-113.0 NorID OAM 9!3/98 PROJECT -. _ DAVENPORT REALTY TRU5T IS KEAR5AR6E ROAD A55ESOR'S MAP 14 PGL. R$O YARMOUTH, MA. Imm By MAP CHECKED oRAvnNc 614-113.DWG COASTALPNGINEERINGCO.9 A'rofessional Engineers & Land Surveyors _I O SHMS 260 Cranberry Highway , Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 DEPT I FROM : 5URFACE SOIL HORIZON SOIL ..'TPX111RF . SOIL COLOR R"U SOIL MOTTLING OTHM 04 -18• FILL 2. 11/6/46 REV15IONS REGLE5TEED 5Y HEALTH DEPARTMENT TOPSOIL 01-6' I. 10/4/g8 ADJUST ELEVATION5 TO PROVIDE 5' &RaHMATER D 5AND 60-W 184 -1324 A .. NO. DATE REVISION - PEAT, HI6HLY SHEET TRLE_ 5rrE AND :�ENA6E PROJECT NO. 614713A NOTED � 015PO5AL 5Y5TEM ''LAN : ORBANIG 132" -1604 ' G SAS 10MA KvKH TO °RAN9N0No. GI4TI3DW6 COASTAL NGINEERINGCQv, INC FM5M 3. 3/1"11 RD45E7 CONTAINMENT WALL DETAIL D hVMAP 2. 11/6/46 REV15IONS REGLE5TEED 5Y HEALTH DEPARTMENT DJM I. 10/4/g8 ADJUST ELEVATION5 TO PROVIDE 5' &RaHMATER D SEPARATION- -H .. NO. DATE REVISION - By SHEET TRLE_ 5rrE AND :�ENA6E PROJECT NO. 614713A NOTED � 015PO5AL 5Y5TEM ''LAN : q/3/qb PROJECT - MWN By p DAVEN0ORT REALTY .TRU5T Ib KPARSAR6E ROAD A55E50RS MAP 14 PGL. Rb,0 YARMOUTH, MA. °RAN9N0No. GI4TI3DW6 COASTAL NGINEERINGCQv, INC �- A PROFESSIONAL ENGINEERS ✓ LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 TET.: 508-255-6511 FAX: 508-255-6700 ' f `OF I sNEns 63 3/4" 505FLOOR 2X10 FLOOR JOISTS - 24"x24' VENT _ I 54'-O" 24"x24" VENT 24'x24" VENT---,,"_ 24"x24" VENT 1 INSTALL HURRIGANE STRAPS ® STUD TO SILL PLATE CONNECTION T.O.W. ELEV. = 12'-0" a SEG. I 3/4" 5U5FLOOR 2X10 FLOOR J0I5T5- 2xb P.T. SILL W112" m A.B. 6x6 Oi r j F -"5 -OPE FINISH 6RADE ® 4'-0" D.G. 24"x24" FLOOD 1 2 #5 E.W. a FLOOD VENT VENTS (BEYOND) 2 MIN. PER SIDE ® BFE = 10'-O" SECTION I ~ 1 GRAWL SPACE T.O.W. r, ELEV.=9'- • GRADE ELEV. VARIES _ F (SEE 51TE PLAN) DOOR OPN'G (SLOPE FINISH GRADE AWAY FROM BUILDING) y� Y1K�f�r_ r 8" GONG. WALL t 2 ( IO:P.T( FLpOR ®Ib' O.Gi �� 77 I ST I I I 1 I 1 i t O - ( ' j I i 1 I 4 LL 4' GONG. SLAB ON COMPACTED 6RANULAR FILL 13 _ PO GQNO� ) PIER I i BEAM POCKET f L�xl ("I TO DRAIN IF�(4) I1 lSLOPE 7, 1107 0 ' I I I 11 1—P. vOI x� 2.4 VET14 T I L2x 6' -�2 1I I I I I i O - n m I I j I 2x10''.7. FLOOR JOIST c jb" D.G. I j T.O.G. I I I I 1 I ` I - y ELEV.=11'-O" �! I I I i i I I ! �EAF1 PpG�E7 I I °�A M P I ET '.OG ry T�I 1 �. RT -: 2 �j�/}'�— � O 2x10 I 8" FNDN b 1- b -�" T.OA EL.=12'-O" 2'-0" APRON 3 I DA 6RRA&E DOOR 2'-0" FTG. T.O.F. EL.=4'-8" 24"X24"I VENT Q I 2x10 P.T. FLQOR J015T5 c II6" O.C. I I i I 4 INSTALL HURRIGANE STRAPS ® STUD TO SILL PLATE CONNECTION T.O.W. ELEV. = 12'-0" a SEG. I 3/4" 5U5FLOOR 2X10 FLOOR J0I5T5- &IDINL5 5 ® 12" E.W. 4 KEY _T.O.F. ELEV. = 4'-8" 2 #5 CONT. TO �MATCH VERT. 2' 0"60 6" CRUSHED �l STONE BASE DETAIL SGALEI 3/4"= 1'-0' ELEV.=q'-O" 40'-O' FOUNDATION AND INSTALL HURRICANE STRAPS 0 STUD TO SILL PLATE CONNECTION 2xb P.T. SILL w/ 1/2" m A.B. 0 4'-0" D.G. T.O.W. ELEV. = 12'-0" a SEG. T.O.G. ELEV. = II' -6" ® SEG. 2 PITCH 2% 7�67(9-6/6 WWF -8" GONG. WALL COMPACTED GRANULAR FILL #5 a 12" E.W. 2x4 KEY _ T.O.F. ELEV. = 4'-8" 2 #5 CONT. DI -L5 TO �MATGH VERT. 2'-D" (?" CRUSHED STONE BASE DETAIL 2 SCALE: 3/4"= I' -D" 0 11 —'T C RAMIN6 PLAN SCALE: 1/4"= 1'-0" T.O.G. ELEV. = II' -O" a SEG. 2 PITCH 2% 2x4 KEY— #4 DWLS_/ a 12' COMPACTED 6RAWLAR FILL i T.D.W. 2xb P.T. SILL W112" m A.B. 6x6 Oi r j F -"5 -OPE FINISH 6RADE ® 4'-0" D.G. 24"x24" FLOOD 1 2 #5 E.W. a FLOOD VENT VENTS (BEYOND) 2 MIN. PER SIDE ® BFE = 10'-O" SECTION I ~ 1 GRAWL SPACE T.O.W. r, ELEV.=9'- • GRADE ELEV. VARIES _ F (SEE 51TE PLAN) DOOR OPN'G (SLOPE FINISH GRADE AWAY FROM BUILDING) y� Y1K�f�r_ r 8" GONG. WALL &IDINL5 5 ® 12" E.W. 4 KEY _T.O.F. ELEV. = 4'-8" 2 #5 CONT. TO �MATCH VERT. 2' 0"60 6" CRUSHED �l STONE BASE DETAIL SGALEI 3/4"= 1'-0' ELEV.=q'-O" 40'-O' FOUNDATION AND INSTALL HURRICANE STRAPS 0 STUD TO SILL PLATE CONNECTION 2xb P.T. SILL w/ 1/2" m A.B. 0 4'-0" D.G. T.O.W. ELEV. = 12'-0" a SEG. T.O.G. ELEV. = II' -6" ® SEG. 2 PITCH 2% 7�67(9-6/6 WWF -8" GONG. WALL COMPACTED GRANULAR FILL #5 a 12" E.W. 2x4 KEY _ T.O.F. ELEV. = 4'-8" 2 #5 CONT. DI -L5 TO �MATGH VERT. 2'-D" (?" CRUSHED STONE BASE DETAIL 2 SCALE: 3/4"= I' -D" 0 11 —'T C RAMIN6 PLAN SCALE: 1/4"= 1'-0" T.O.G. ELEV. = II' -O" a SEG. 2 PITCH 2% 2x4 KEY— #4 DWLS_/ a 12' COMPACTED 6RAWLAR FILL i T.D.W. ELEV. = I:?' -G' ELEV.= 11'-0' . 6x6 Oi r j F -"5 -OPE FINISH 6RADE I 1 i Y FROM BUILDING) 1 1 ~ 1 T.O.W. r, RrGE O.H. yl DOOR OPN'G 8' GGIG. y954;12'E..% 2x4 KEY • TnF = 2 Gr�.S TO MATT -H VERT. STC.'._ BASE DETAIL 5 SCALE: 3/4"= 1'-" I 3•/4" e�,'BFLOOR 2X10 FLOOR JOI STS - REINF. W 4 #6 VERT. d #3 TIES 0 12" O.G. 1'WALL HURR!-'A. -- T: DOWN STRAPS c BEAM GONNEGTGP. ('Y A: P.T. (4) 2x10 w,' (2) L6x3.5x5/bx1'-0" "/ (2) 1/2" DIA. BOLT. E (4)1/:2* DIA. AB. T.O.P. ELEV.= II'- 3 td - 2x4 KEY T.O.F. ELEV. = 4'-8" 5:#5 :E.kq.::: • 4 #6 DOWELS �NTIhJOI) FT6 1. _j 2 -G)" 6' CRUSHED STONE BASE DETAIL 4 SGAL& 3/4"= 1'-0" GENERAL NOTES I. The Building Code used Is for the design of this building Is the Commonwealth Of . Massachusetts, State Bvllding Code, 1bO GMR - sixth Edition. 2. All materials used For construetlon stall conform to the approved rules and etanda (:b for :. materials, testing and requirements of acceptadengineerVg practl :a an listed In Appendix A of the MassaUwsatts State Bullding God., 3. The Contractor shall ver[Py all dimer lora and conditions In the field prior to commenclrg work Any discrepancy between "hot Ia shown on the orcr"has and actual field conditions shall be reported back to the "hear. before proceeding with ON work . . 4. The contractor shall compare the structural drawings, dimensions, details and sectlorn with the -architectural and metal building structural drawings ad report any dlsrsapancy to the engineer prior to fabricating or installing any structural members. Refer to orchltecturol drawings for dmarelons and details not shown. 5. Princlpal openings through the framing are shown an these drawings. The general contractor shall examine the architectural and mechanical dra"has For the required openings as he shall provide for all openings whether shown on the drawings or not. The general contractor shall verify Size and IOcation of all opanlrgs with the mechanlc.Ol " contractor. Any deviation From the openlrgs Shown an the structural drawings Sholl t'» LrOught to the engineer's Vrmedlata attention for ravlew. 6. Daslgn Live Loads Slab on 6rode 100 P5F Roof 25 P5F ; Elevated Floors 40 P5F FOUNDATION, EXCAVATIONS, FILING 1 COMPACTION 1. Assume maximum safe soil baanhg pressure - 2,500 Psf. t 2. All footings are to be placed on rotural ualsturtxd material or compacted gra,,i r ft ' I111. 5ub5011 beorhg strato shall be free from all vegetation, loom, ad organic material. Place 6' crushed stone base below all footings. 3. Top of Footings shall be no less than 3'-O' below finish exterior crocio. f 4. Concrate work shall conform to all regvrements of AGI 332R (latest revision), guide to Resldentlal Cast In place Concrete Corotructlon unless otherwl" noted. 5. Concrete In materials shall be. Type I or 2 Portland cement, Band and grovel aggregates. Concrete compress Ne strength WC) In 2B days, Shalt be air entrained and in accoracnrlce with AGI 310 (latest revlslon) as follows, All Concrete Hark 0,500 psi 1 6. All mixing, transporting, PI(XN O d curing of concrete shall be dale in accordance with the recon"ridotloro of the American Gaorete Iretltute. ELEVATIONS Elevations shown ore referarwed to mean ead level MVD) EL " O'-0', See alto pian by Goostal Engineer4)g Company for bencfrmmcrk datum rePerence. FIRM REF #250015-0006 D Town of Yamovth - Flood Zone Al2 Elay. " IOD, SPECIAL REO'UIREMENT5 FOR COASTAL GONSTRU-TION I. 51eclol Provlslona for GaastOl Construction shall be in accord with he recommerdotions found in the 'Coastal Constrvcton Manual' as Published by the Federal Emergency Management Agency (FEMA -55). 2. The Wilding structue and components shall be adequately cr4 orad to the Foundation to prevent FIOOtOton, collapse, ad/or lateral movement. 3. The antra building structu•e Is to be tied together to act as a conthuovs, integral unit using )alai anchors, metal tie down s booms and plias, etc. wtraps, ell naked pkywood Sheatl hq, bolts through _. 4. Galvanized metal joIst al_tara and tie down strops shall be as manufactured be 5Vnpson Strong -Tie Co., TECO Corporation, or approved equal, and shall be installed at each root rafter, floor J015t cornoctlon, and wall Stud connection. 5. All steel members, comectlore, canactore, etc. shall be hot -dipped galvanized. All metal correctors must be routinely Inspected and rrlahtahed over the sar,Aceabla IIFe of the s4r tura. 6. ,411 exterlOr exposed IuNaer used for structural framing SouthernStare, rallYxy'eti. ehatl be No Dense KD Southern Yellow Phe. Each place of hinter shall comply with the $hall Softwood Lurrlbar Standard P5 20-10. be an 1. All exposed wood members used for structural framing, decking, Stara; marls, b•dckg, etc - shalt be pressue treated with GGA preservative h occordaoe with AhaPA. 63.e. All f e with o so®tbn ofd cu b. h,rid areas, at, to lumber Trade In the field shall be llberaily brushed ' coppar rxptharate containing a mhkTM of 2% matallic copper in solution in accordance with the AY'PA Standard 14-4. cl. All Items shall be rigidly a✓hored or attached, °chide, plumb and true, or h other places € and shop" shown an the WawVgs, Joints Shall be tight, even and free of offsets, All sur•aces shall be ear -:16d, filled, or otherwise prepared to recetva finish where Vdicated. 9 ry k MAY 41999 �e DEEP OBSERVA NO SCALE r>Fw nF�cFRVATION HOLE I EL N HO DEPTH FROM 5URPACE SOIL HORIZON SOIL TEXTURE SOIL COLOR OIW*L J 501L MOTTLIN6 OTHER FENCE F JST ELEV = i 0 l,..Y V:L� I TOP501L 0'-b' 00-82 ' FILL 5AND 6'-82' I PEAT, H16HLY 82' - 132' A UPLAND LOT AREA OR6ANIG 132' - 180' G 5AND IOYR6A MEDII.M TO PAF `ED LAND56APE TIMBER KA: -L (PORTION OF LOT LANDWARD OF FINE 5AND DEEP OBSERVATION HOLE 2 EL. = l.& DEPTH FROM 5URFACE SOIL HORIZON 50LL TExTLRE SOIL COLOR 04145E 501L I- T IN6 OTHER FENCE F JST ELEV = i 0 l,..Y V:L� I TOPSOIL O'-6' D' - l8' FILL SAND 6'-l8' I PEAT, HIGHLY l8' - 132' A UPLAND LOT AREA OR6ANllG 132' - 180' G SAND IOYRbA MEDIUM TO . PAF `ED LAND56APE TIMBER KA: -L (PORTION OF LOT LANDWARD OF FINE 5AND DATE OF TE5TSs &/2-1/(1& PERCOLATION RATE t ESTIMATED LESS THAN 2 MIN. PER INCH DROP IN G LAYER [PERCOLATION TEST TO BE PERFORMED PRIOR TO 5Y5TEM 1N5TALLATION] HITNE55E1) BY JOHN 6. 5GHNAI5LE, CEG AMY VON HONE, HEALTH AGENT GROUNDWATER ENCOUNTERED AS NOTED 6ROUNDViHTER ENCOaf EREO AT A DEPTH OF l8' (EL. I.l) NOTE: THE ESTIMATED MAXIMUM HIGH 6ROUNDWATER ELEVATION IN THI5 AREA 15 25 FT. PER THE YARMOUTH HEALTH DEPARTMENT GROUNDWATER ENCOMTTEERED AT A DEPTH OF 10' (EL. • 20) DES I C N GALGULATI ONS DE516N FLOHi 3 BEDROOMS AT 110 6AL. PER DAY PER BEDROOM = 330 GPD 330 GPD X 200% = 660 6ALLON5 - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED A 36L. x 10'H. x I'D. LEAGHIN6 CHAMBER CAN LEACH: Vt- 12(36)1]x.14+136(10)}x.14+12(10)11x.14= 334.5 GPD INSTALL, ONE (1) - 36'1. x IOA. x I'D. LEAGHIN6 CHAMBER Vt = 334.5 6PD > 330 GPD REOV. ONE ( I) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED ONE ( I) - D15TRIBUTION BOX ( 5 OUTLET) NOTES U 6 JZDACYE 6RIN0 RS ARE NOT ALLOWED WITH THI5 DE516N. 2) THE INSTALLER 15 RESPONSIBLE FOR A55UPJNO THAT COMPONENTS OF THE SEWAGE D15POSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRL9J9TH TO 9U5TAJN ALL LOADS TO BE IMP05EV ON THEM. ANY COMPONENT OF THE SYSTEM SLOJECT TO VEHICULAR TRAFFIC MU5T COMPLY WITH A MINIMIM STANDARD OF AA5IH.TD. 0-20 "fEL LOAD5. 5) PRIOR TO SETTING ANY SEWAGE DISPOSAL. SY5TEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS. INCL4A7149 MXVATION5 OF EAT INVMT5. . AND REPORT ANY 06C EPANCIES TO THE DES&ON ENGINB 4)ALL GRAVITY 56YER PIP`- SHwkiL 1'- 4- DIA. 5 H 40 PVC M E• oThC-Riti SE NOTED. THE MINI" SLOPE OF 4' DIA. 5CH 40 PVC, SHALL BE 0.01 FT/FT. 5) NO PART OF THIS FROM THE DE516N E &WAPPROVAL AND THE AGENT OF THE LOCAL HEALTH. ALL R52&ST5 FOR CHANGES SHALL BE MADE IN HRITIN6 PRIOR TO CONSTMXTION. b) THE USE OF ALTERNATE MAHLFACTURER5 FOR SYSTEM CAMPOHENT5 SHALL. NOT BE APPROVED IF THE USE OF THEIR EC UIPMENT REWIRE5 CHANGES IN DE516HIL l) THE INSTALLER 50x11 ASCERTAIN THE LOCATION OF EXISTM6 MXR6ROU•D UTILITIE5 PRIOR TO EXCAVATION, AHD iii PROTECT UTLLME5 WITHIN THE THE WORK AREA DI.RIH6 CON5TRrT10K D) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING C.E55POOL5) SHALL BE PUMPED, FILLED WITH SAID, AND ABANDOHIED, OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED 501L.S AND BAGKFII I ED WITH GLEAN COAR5E SAND. IF A%'F'LIL•I a F, q) FILL MATTPJAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN 6RARLAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIO05 MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY pel&fT, SHALL BE RETAINED ON THE •4 5IEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARBER THAN 2 INCHES. THE MATERIAL THAT PA_ 4 THE 04 SIEVE SHALL MEET THE FFOL.LOWRA6 6RADATION REWIREi�•ENT'S. TOP OF FOUNDATION EL = 41.0 GRAAL5PAGE SLAB EL.= 8.75 -. v�.. v' 5 e e e ...,1 r.. ..'.-, '. !1J ✓ '..x V.,. FENCE F JST ELEV = i 0 l,..Y V:L� I 13,200-- 5.f. TOP OF FOUNDATION EL = 41.0 GRAAL5PAGE SLAB EL.= 8.75 VARIANGE5: 10 CMR 15.00 TITLE 5 I. 15.211 MINIMUM 5ET3ACK DISTANCES: 501L AE35ORPTION 5T'5TEM LESS THAN 10' FROM A PROPERTY LINE (3 1/2' VARIANCE REQUE5TED FOR PRIMARY FACILITY, 8.5' VARIANCE REQUESTED FOR RESERVE AREA) e RA15E COVERS TO WITHIN 6" OF FINISH GRADE EXCLUDING TOP501L D'BOX 'DIA 5CH 40 PVC PIPECt7 4' DSA 5GH 40 PVC PIPE °FOP l� EIRT ALL 8.45 8b5 8b8 &50 ALL ' 3/4" TO I-I/2'J LINE(5) EXITING D13OX MUST REMAIN WASHED STONE LEVEL FOR 2-0' BEFORE PITGHIN6 DOWN TO LEAGHIN6 FACILITY 10' E,:ISTi!o,-E,-T%IPIII THI5 LOT LIES WITHIN FLOOD ZONE Al2 (EL. 10) A5 5HOHN ON FEMA FIRM MAP 250015-00060 REVISED JULY 2, IGa2 5.0 45SES ORE d+;P 14 F4RUEL P19 PLAN REFERENCE: L.C.P.t 24&5bA PLAN BOOK: 203 PAGE: 17 DATE: MAY 23, I(1bb �/y t EE:>E RS,I -� FCE i 100' FROM TOP OF BANK Q. �; � s %-_� � --- „- z � `-w-•��w PROPOSED MATER QO i�.�tu Pts• � C� \ S W W 7, PROPOSED 36'L x 10'W x VD Q. \�L,,ND SUBJECT TO o, i C')ASTAL STORM FLOWAGE ',"m a r' LEA RING CHAMBER PROP 5' SOIL REMOVAL ?T ,n7.3 SEE NOTE J.HPROPOSED UMI T OF $ P x ( ) f: WORK &SILT PARR RXis s ��` ".' 1N. l 63'x5' RESERVE AREA PA0r d� CONTAINMENT WALL m u TOP OF WALL ELEV. = 9.0 FLAN 56ALE, I'= 20' THI5 AREA 15 SREVED BY TOWN WATER ONE( 1) 36'L X 10'W X I'D LEAGHIN6 CHAMBER CONSTRUCT BY PLAGIN6 FOUR (4) &'Lx4'H LEAGHIN6 CHAMBERS END TO END WITH 2' OF STONE ON ENDS AND 51DE5. [USE MODEL FD 4X& -D FLOW DIFFU5ER5 AS MF6 BY 5HOREY PREGA5T OR EQUAL.] 2" LAYER OF I/&" TO 1/2" WASHED STONE /-FINI5HED GRADE EL.= 10.0 (MIN) EL.= (1.O 1'-0' EFFEGTIVE DEPTH 150 5'501L REMOVAL y LONOE5T RUN = IV 5.0' (5EE NOTE) MAXIMUM HIGH GROUNDWATER (PER YARMOUTH HEALTH DEPT) EL= 2.5 SGHEMATI G FLON PROFILE ALL IN5TALLATION5 MUST CONFORM TO THE MINIMUM REGIUIREMENT5 OF TITLE 5 �S ROUTE 2H m NORTH �II KEAR5AR6E LOUJ� RD. hAti� 5EA6UL 1. BGAGH YARMOUTH, MASS KEY MAP NO 5GALE LEGEND EXI5TIN6 CONTOUR 10 -- PROPOSED CONTOUR 10 EXI5TIN6 SPOT 6RADE-5 7x9 HATER SUPPLY LINE w THIS PLAN 5HOH5 LOT &0 AS 5HOHN ON PLAN BOOK 203 PAGE 17. PLS DATE: co I DIST � , i,E c i y .. PROPOSED 1500 GALLON SEPTIC TANK LOT AREAS 1 -. v�.. v' 5 e e e ...,1 r.. ..'.-, '. !1J ✓ '..x V.,. FENCE F JST ELEV = i 0 l,..Y V:L� PLAN BOCK 203 PAGE 17 13,200-- 5.f. I j UPLAND LOT AREA PROPOSED PRE55i1RE TREATED VARIANGE5: 10 CMR 15.00 TITLE 5 I. 15.211 MINIMUM 5ET3ACK DISTANCES: 501L AE35ORPTION 5T'5TEM LESS THAN 10' FROM A PROPERTY LINE (3 1/2' VARIANCE REQUE5TED FOR PRIMARY FACILITY, 8.5' VARIANCE REQUESTED FOR RESERVE AREA) e RA15E COVERS TO WITHIN 6" OF FINISH GRADE EXCLUDING TOP501L D'BOX 'DIA 5CH 40 PVC PIPECt7 4' DSA 5GH 40 PVC PIPE °FOP l� EIRT ALL 8.45 8b5 8b8 &50 ALL ' 3/4" TO I-I/2'J LINE(5) EXITING D13OX MUST REMAIN WASHED STONE LEVEL FOR 2-0' BEFORE PITGHIN6 DOWN TO LEAGHIN6 FACILITY 10' E,:ISTi!o,-E,-T%IPIII THI5 LOT LIES WITHIN FLOOD ZONE Al2 (EL. 10) A5 5HOHN ON FEMA FIRM MAP 250015-00060 REVISED JULY 2, IGa2 5.0 45SES ORE d+;P 14 F4RUEL P19 PLAN REFERENCE: L.C.P.t 24&5bA PLAN BOOK: 203 PAGE: 17 DATE: MAY 23, I(1bb �/y t EE:>E RS,I -� FCE i 100' FROM TOP OF BANK Q. �; � s %-_� � --- „- z � `-w-•��w PROPOSED MATER QO i�.�tu Pts• � C� \ S W W 7, PROPOSED 36'L x 10'W x VD Q. \�L,,ND SUBJECT TO o, i C')ASTAL STORM FLOWAGE ',"m a r' LEA RING CHAMBER PROP 5' SOIL REMOVAL ?T ,n7.3 SEE NOTE J.HPROPOSED UMI T OF $ P x ( ) f: WORK &SILT PARR RXis s ��` ".' 1N. l 63'x5' RESERVE AREA PA0r d� CONTAINMENT WALL m u TOP OF WALL ELEV. = 9.0 FLAN 56ALE, I'= 20' THI5 AREA 15 SREVED BY TOWN WATER ONE( 1) 36'L X 10'W X I'D LEAGHIN6 CHAMBER CONSTRUCT BY PLAGIN6 FOUR (4) &'Lx4'H LEAGHIN6 CHAMBERS END TO END WITH 2' OF STONE ON ENDS AND 51DE5. [USE MODEL FD 4X& -D FLOW DIFFU5ER5 AS MF6 BY 5HOREY PREGA5T OR EQUAL.] 2" LAYER OF I/&" TO 1/2" WASHED STONE /-FINI5HED GRADE EL.= 10.0 (MIN) EL.= (1.O 1'-0' EFFEGTIVE DEPTH 150 5'501L REMOVAL y LONOE5T RUN = IV 5.0' (5EE NOTE) MAXIMUM HIGH GROUNDWATER (PER YARMOUTH HEALTH DEPT) EL= 2.5 SGHEMATI G FLON PROFILE ALL IN5TALLATION5 MUST CONFORM TO THE MINIMUM REGIUIREMENT5 OF TITLE 5 �S ROUTE 2H m NORTH �II KEAR5AR6E LOUJ� RD. hAti� 5EA6UL 1. BGAGH YARMOUTH, MASS KEY MAP NO 5GALE LEGEND EXI5TIN6 CONTOUR 10 -- PROPOSED CONTOUR 10 EXI5TIN6 SPOT 6RADE-5 7x9 HATER SUPPLY LINE w THIS PLAN 5HOH5 LOT &0 AS 5HOHN ON PLAN BOOK 203 PAGE 17. PLS DATE: co I DIST � , i,E c i y .. PROPOSED 1500 GALLON SEPTIC TANK LOT AREAS 1 CONTAINMENT WALL DETAIL NOT TO 56ALE �!L QE1M0'�AL NOTE NITHIN NOTED AREA (5' AROUND LEAGHIN6 FACILITY) REMOVE fOP501L AND UNSUITABLE MATERIAL DOI N TO THE 5AND LAYER AND REPLACE HITH 5ELECT FILL MATERIAL A5 5PEGIFIED 'N NOTE IIq TO EL.= 9.0 FILL SHALL BE COMPACTED (O MN'!MlE 5ETTLEVENT. NOTE: THE INFORMATION HEREON HAS PREPARED ACCORDING TO THE OF TITLE 5 OF THE STATE ENVRO' �H'<-,'; CODE FOR SUBSURFACE DISPOSAL O�- S. 5EWA6E AND LOCAL BOARD OF HEA! Tr REGULATIONS EXCEPT A5 NOTED A501/E © CEC 1998 INSPEGTION NOTE THE 5TATE ENVIRONMENTAL CODE, TITLE 5, REMIRE5 IN5PEGTION(5) OF THE 5EWA&E DI5PO5AL SYSTEM BY THE DE516N ENGINEER. IN5TALLATION CONTRACTOR MUST NOTIFY THE DESIGN EN6INEER (114;13.0 -. v�.. v' ...,1 r.. ..'.-, '. !1J ✓ '..x V.,. FENCE F JST ELEV = i 0 l,..Y V:L� PLAN BOCK 203 PAGE 17 13,200-- 5.f. I j UPLAND LOT AREA PROPOSED PRE55i1RE TREATED PAF `ED LAND56APE TIMBER KA: -L (PORTION OF LOT LANDWARD OF 6R -DE TOP OF HALL ELEV. - q.0 THE TOP OF COASTAL BANK) 10,G20± 5.f. i <�', : ': •�, ,:, 6' x 6' PRE55URE TREATED TIMBER P05T o 60L, (TYPICAL) x x x ((�� (� f? 7 I l7 LS IJ 1' x �F6RADE EL.= 15 - 95s I I ,wiAY 4 1999 U By BOTTOM EL. = 3.0 1 GONTINJOU5 40 MIL ��- PVC MEMBRANE BARRIER TOP OF MEMBRANE ELEV. = 9.0 BOTTOM OF MEMBRANE ELEV. = 6.0 9 CONTAINMENT WALL DETAIL NOT TO 56ALE �!L QE1M0'�AL NOTE NITHIN NOTED AREA (5' AROUND LEAGHIN6 FACILITY) REMOVE fOP501L AND UNSUITABLE MATERIAL DOI N TO THE 5AND LAYER AND REPLACE HITH 5ELECT FILL MATERIAL A5 5PEGIFIED 'N NOTE IIq TO EL.= 9.0 FILL SHALL BE COMPACTED (O MN'!MlE 5ETTLEVENT. NOTE: THE INFORMATION HEREON HAS PREPARED ACCORDING TO THE OF TITLE 5 OF THE STATE ENVRO' �H'<-,'; CODE FOR SUBSURFACE DISPOSAL O�- S. 5EWA6E AND LOCAL BOARD OF HEA! Tr REGULATIONS EXCEPT A5 NOTED A501/E © CEC 1998 INSPEGTION NOTE THE 5TATE ENVIRONMENTAL CODE, TITLE 5, REMIRE5 IN5PEGTION(5) OF THE 5EWA&E DI5PO5AL SYSTEM BY THE DE516N ENGINEER. IN5TALLATION CONTRACTOR MUST NOTIFY THE DESIGN EN6INEER (114;13.0 DEEP O RVATION BOLE LOOS NO SCALE - DEEP OBSERVATION HOLE I EL. = 6.2 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE 501L COLOR - 04wH-u SOIL MOTTLING OTHER 0' - 82' FILL • 100 0%-20% = 200 TOP501L 01-i' I. IOFVgb ADJUST ELEVATIONS TO PROVIDE 5' 6ROUNDHATER SEPARATION DJM NO. SAND 6'-82' 82' - 132' A 11111111 PEAT, H16HLY SHEET TTRF 5 1 TE AND SEWAGE DISPOSAL 5Y5TEM PLAN PROJECT N0. G14113.0 a NOTED C143/61& e., ORGANIC 132' - 180' G 5AND IOYRbA PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 MEDIUM TO FINE SAND DEEP OBSERVATION HOLE 2 EL. = '7.8 DEPTH FROM SURFACE SOIL -HORIZON - SOIL TEXTURE SOIL COLOR 04JN5ELQ SOIL MOTTLING OTHER O' - l8' FILL • 100 0%-20% = 200 TOPSOIL 0'-6' I. IOFVgb ADJUST ELEVATIONS TO PROVIDE 5' 6ROUNDHATER SEPARATION DJM NO. SAND 6-18' 18" -132' A 11111111 PEAT, H16HLY SHEET TTRF 5 1 TE AND SEWAGE DISPOSAL 5Y5TEM PLAN PROJECT N0. G14113.0 a NOTED C143/61& e., OR5ANIG 132' - 180' G SAND IOYRbA PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 MEDIUM TO FINE SAND DATE OF TE -5T5: 95/27/9b PERCOLATION RATE: ESTIMATED LE55 THAN 2 MIN. PER INCH DROP IN G LAYER [PERCOLATION TEST TO BE PERFORMED PRIOR TO SYSTEM INSTALLATION] WITNESSED BY : JOHN 6. 5CHNAIBLE, GEC AMY VON HONE, HEALTH AGENT 6ROUNDWATER ENCOUNTERED AS NOTED 6ROINPHATER EW-40UNTERM AT THI5 LOT LIE5 WITHIN FLOOD ZONE AI2 (EL. 10) AS 5HOWN ON FEMA FIRM MAP 250015-00060 REVISED JULY 2, 1992 A DEPTH OF 76 (EL. - 1.7) y NOTE: THE ESTIMATED MAXIMUM 1-1164 GROUNDWATER ELEVATION IN THIS AREA 15 25 FT. PER THE YARMOUTH HEALTH DEPARTMENT 6R011r•¢)YLYTER ENCOUNTERED AT A DEPTH OF TO' (EL. - 2,0) DES I O N GALGULAT I ONS DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED A 36'L. x 10'W. x I'D. LEACHING CHAMBER CAN LEACH: Vt = 12 (36) 11 x .74 + [ 36 (10)1 x .74 + [ 2( 10) 1 1 x .74 = 334.5 610D INSTALL: ONE (1) 36'L. x 10W. x IV. LEAGHIN6 CHAMBER Vt = 3345 GPD > 330 OPD READ. ONE ( 1) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED ONE ( I ) - DISTRIBUTION BOX ( 5 OUTLET) NOTES 1) 6ARBA6E GRINDERS ARE NOT ALLOYED WITH THIS DE516N. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF AA5.H.TD. H-20 WHEEL. LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, IW-LIAIN6 ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCRPPANGIES TO THE DE516N ENGINEER 4) ALL 6RAVITY SEVER PIPE SHALL BE 4' DIA. 5CH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE ODI FT/FT. 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE A6ENT OF THE LOCAL 5OARD OF HEALTH. ALL REGUESTS FOR CHANGES SHALL BE MADE IN WRITIN6 PRIOR TO 00NI5TRUCTION. 6) THE USE OF ALTERNATE MANIFAGTURH25 FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHAN6E5 IN DESIGN. T) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTIN6 UNDER6R.OIIND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT VnLME5 WITHIN THE THE HOW AREA DURING CONSTRICTION 6) THE EXISTINe SEWAGE DISPOSAL SY5TEM ONIGLUDIN6 CESSPOOLS) SHALL BE PUMPED, FILLED WITH SAND, AND ASANDONIED:OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH GLEAN COARSE SAND. IF APPLICABLE, - W FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE GLEAN eRAN/LAR SAND, FRl OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE 6RADED RIGH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE 44 SIEVE SHALL MEET THE FOLLOHIN6 GRADATION REQUIREMENT5, SIEVE PERLENT SIZE PASSING R 4 100% • 50 10%-100% • 100 0%-20% = 200 0%-5% TOP OF FOUNDATION EL = Q.O GRAWL5PACE SLAB EL.= 8.75/ VARIANGES: 310 OMR 15.00 TITLE 5 I. 15211 MINIMUM SETBACK DISTANCES: SOIL A135ORPTION 5Y5TEM LE55 THAN 10' FROM A PROPERTY LINE (3 1/2' VARIANCE REQUESTED FOR PRIMARY FACILITY, b.5' VARIANCE REQUESTED FOR RESERVE AREA) RAISE COVERS TO WITHIN 6" OF FINISH 6RADE 0 EXGLUDIN6 TOP501L 950 THE MINIMUM 5LOPE FOR 4' DIA 5GH 40 PVC, PIPE IS 1/6' PER FT -- SEPTIC TANK 13.c15 8b5 W/5ANITARY 5 868 850 ALL z LINE(S) EXITING D15OX M)5T REMAIN 3/4" TO 1-1/2'J LEVEL FOR 2'-0' BEFORE PITCHING WASHED STONE 3 3 i 2. 5.? EDGE OF MARSH 2 3. EXISTING i FENCE k� 3. 5.6 S.Ha 100' FROM 3 4, 5.6 i i /' Of BANK , i i 5.92. , i / 1.>2 4. 6Q QR i.�' / /� 2 2. - -f '\� ""- lam- 7. --- 20 EXISTING LAWN Z N. • O 11, LAND SUBJECT TO / oCC 1. COASTAL STORM FLOWAGE / LID' EXISTING REVETMENT 7.7 T 7.9 a.1 PROPOSED LIMIT OF-= /WORK'&,SILT BARRIF�R /8. : " / E. CON .PAD ¢ �mll/ REMOVE "r�) 7. , FLAN 56ALE: I'= 20' THIS AREA 15 5REVED BY TOWN WATER ASSESSORE MAP 74 PARCEL 8 ASSESSORE MAP 14 PARCEL P79 7. PLAN REFERENGE: L.G.P.: 24b56A PLAN BOOK: 203 PACE: 17 DATE: MAY 23, 1966 +FENCE `moi �W PROPOSED WATER QO h do 7 i PROPO D 361 x 10'W x 1'D Q 2 LEA G CHAMBER R �Id 6' 5' SOIL REMOVAL 10 LEGEND EXI5TIN6 CONTOUR 10 - PROP05ED CONTOUR 10 EXI5TIN6 SPOT 6RADE5 7x9 WATER SUPPLY LINE w THI5 PLAN SHOWS LOT 80 AS SHOWN ON PLAN BOOK 203 PAGE 1-1. `" / • (SEE NOTE) 63'x5 RESERVE AREA PL5. '' ' DATE: CONTAINMENT WALL TOP OF WALL ELEV. = 9.0 S fO co s. EXISTING EDGE OF PROPOSED `11 PAVDJENT 1500 GALLON SEPTIC TANK 1 2 ' To 103 LOT AREAS 7 BENCHMARK - MAG NAI1. SET IN LOT AREA AS SHOWN ON FENCE POST ELEV. = 10.16 N.G. V.D. PLAN BOOK 203 PAGE 1-7 13 O t f PROP05M PRE55URETREATED PROP05M LANDSCAPE TIMBER HALL 6RADE TOP OF HALL ELEV. = 90 6' x 6' FRE55URE TREATED x TIMBER P05T • VOL. (TYPICAL) x x FINISHED X Xl�,-6RADE EL= 15 - g53 BOTTOM EL. = 3.0 CONITIN1JOl15 40 MIL ��- ONE( 1) 36'L X 10'W X I'D LEAGHIN6 CHAMBER TOOPGOF pEBA� = 410 CONSTRUCT BY PLAGIN6 FOUR (4) btx4'W LEAGHIN6 BOTTOM OF MEMBRANE ELEV. = 6.0 CHAMBERS END TO END WITH 2' OF STONE ON ENDS I�INM�NT Y�tI-t"�LL DETAIL AND SIDES. [U5E MODEL FD 4X8 -D FLOW DIFFUSERS AS MF6 BY 5HOREY PRECAST OR EQUAL.] GQNTt-t NOT TO SCALE _ 2" LAYER OF I /b" TO 1/2" WASHED STONE FINISHED GRADE EL.= 10.0 (MIN) 501L REMOVAL NOTE EL.= 9.0 WITHIN NOTED AREA (5' AROUND LEAGHIN6 FACILITY) REMOVE TOP501L AND UNSUITABLE MATERIAL DOWN TO THE SAND LAYER AND REPLACE WITH SELECT FILL MATERIAL AS SPECIFIED I' -O' EFFECTIVE DEPTH IN NOTE #I TO EL: g.0 FILL SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. U'f SOF SE . _Trrr DOWN TO LEAGHIN6 FACILITY 10' HED STONE OR APPROVED EQUIVALENT l50 5'501L REMOVAL LIQUID DEPTH E O i TEE ROH LINE 2' LONGEST RUN = IS' 5.0' (SEE NOTE) 4 F 14WES 5 FT w INGiS MAXIMUM HIGH GROUNDWATER (PER YARMOUTH HEALTH DEPT) 6 FT 24 M +ES T FT 2q WOLFS EL= 2.5 SGHEMATI G FLON PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENT5 OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH RE6ULATION5 EXCEPT A5 NOTED ABOVE rU ,1T , © CEC 1998 UPLAND LOT AREA /// (PORTION OF LOT LANDWARD OF THE TOP OF COASTAL BANK) I0,OI201k s.f. MAY 41999 Rv INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRE5 IN5PECTION(5) OF THE SEWAGE DISPOSAL SYSTEM BY THE DE516N ENGINEER. INSTALLATION CONTRACTOR MUST NOTIFY THE DE -515N ENGINEER PRIOR TO THE START OF INSTALLATION FOR DI5CU55ION ON REQUIRED INSPECTIONS. 4. 5/3/qq ADDITIONAL INFORMATION REQUESTED 13Y QIN5 INSPECTOR DJMRIAP 3. 3Aq/g9 REVISED CONTAINMENT WALL DETAIL PJM/MAP 2. II/6/g8 REVISIONS REQUESTED BY HFALTH DEPARTMENT DJM I. IOFVgb ADJUST ELEVATIONS TO PROVIDE 5' 6ROUNDHATER SEPARATION DJM NO. DATE REVISION gy 11111111 1 SHEET TTRF 5 1 TE AND SEWAGE DISPOSAL 5Y5TEM PLAN PROJECT N0. G14113.0 a NOTED C143/61& e., DRAWN Rf MAP NECKmfff °RAmNc O. 614113.DW6 ' 55-1 I OF I SHEETS PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 950 THE MINIMUM 5LOPE FOR 4' DIA 5GH 40 PVC, PIPE IS 1/6' PER FT -- SEPTIC TANK 13.c15 8b5 W/5ANITARY 5 868 850 ALL z LINE(S) EXITING D15OX M)5T REMAIN 3/4" TO 1-1/2'J LEVEL FOR 2'-0' BEFORE PITCHING WASHED STONE 3 3 i 2. 5.? EDGE OF MARSH 2 3. EXISTING i FENCE k� 3. 5.6 S.Ha 100' FROM 3 4, 5.6 i i /' Of BANK , i i 5.92. , i / 1.>2 4. 6Q QR i.�' / /� 2 2. - -f '\� ""- lam- 7. --- 20 EXISTING LAWN Z N. • O 11, LAND SUBJECT TO / oCC 1. COASTAL STORM FLOWAGE / LID' EXISTING REVETMENT 7.7 T 7.9 a.1 PROPOSED LIMIT OF-= /WORK'&,SILT BARRIF�R /8. : " / E. CON .PAD ¢ �mll/ REMOVE "r�) 7. , FLAN 56ALE: I'= 20' THIS AREA 15 5REVED BY TOWN WATER ASSESSORE MAP 74 PARCEL 8 ASSESSORE MAP 14 PARCEL P79 7. PLAN REFERENGE: L.G.P.: 24b56A PLAN BOOK: 203 PACE: 17 DATE: MAY 23, 1966 +FENCE `moi �W PROPOSED WATER QO h do 7 i PROPO D 361 x 10'W x 1'D Q 2 LEA G CHAMBER R �Id 6' 5' SOIL REMOVAL 10 LEGEND EXI5TIN6 CONTOUR 10 - PROP05ED CONTOUR 10 EXI5TIN6 SPOT 6RADE5 7x9 WATER SUPPLY LINE w THI5 PLAN SHOWS LOT 80 AS SHOWN ON PLAN BOOK 203 PAGE 1-1. `" / • (SEE NOTE) 63'x5 RESERVE AREA PL5. '' ' DATE: CONTAINMENT WALL TOP OF WALL ELEV. = 9.0 S fO co s. EXISTING EDGE OF PROPOSED `11 PAVDJENT 1500 GALLON SEPTIC TANK 1 2 ' To 103 LOT AREAS 7 BENCHMARK - MAG NAI1. SET IN LOT AREA AS SHOWN ON FENCE POST ELEV. = 10.16 N.G. V.D. PLAN BOOK 203 PAGE 1-7 13 O t f PROP05M PRE55URETREATED PROP05M LANDSCAPE TIMBER HALL 6RADE TOP OF HALL ELEV. = 90 6' x 6' FRE55URE TREATED x TIMBER P05T • VOL. (TYPICAL) x x FINISHED X Xl�,-6RADE EL= 15 - g53 BOTTOM EL. = 3.0 CONITIN1JOl15 40 MIL ��- ONE( 1) 36'L X 10'W X I'D LEAGHIN6 CHAMBER TOOPGOF pEBA� = 410 CONSTRUCT BY PLAGIN6 FOUR (4) btx4'W LEAGHIN6 BOTTOM OF MEMBRANE ELEV. = 6.0 CHAMBERS END TO END WITH 2' OF STONE ON ENDS I�INM�NT Y�tI-t"�LL DETAIL AND SIDES. [U5E MODEL FD 4X8 -D FLOW DIFFUSERS AS MF6 BY 5HOREY PRECAST OR EQUAL.] GQNTt-t NOT TO SCALE _ 2" LAYER OF I /b" TO 1/2" WASHED STONE FINISHED GRADE EL.= 10.0 (MIN) 501L REMOVAL NOTE EL.= 9.0 WITHIN NOTED AREA (5' AROUND LEAGHIN6 FACILITY) REMOVE TOP501L AND UNSUITABLE MATERIAL DOWN TO THE SAND LAYER AND REPLACE WITH SELECT FILL MATERIAL AS SPECIFIED I' -O' EFFECTIVE DEPTH IN NOTE #I TO EL: g.0 FILL SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. U'f SOF SE . _Trrr DOWN TO LEAGHIN6 FACILITY 10' HED STONE OR APPROVED EQUIVALENT l50 5'501L REMOVAL LIQUID DEPTH E O i TEE ROH LINE 2' LONGEST RUN = IS' 5.0' (SEE NOTE) 4 F 14WES 5 FT w INGiS MAXIMUM HIGH GROUNDWATER (PER YARMOUTH HEALTH DEPT) 6 FT 24 M +ES T FT 2q WOLFS EL= 2.5 SGHEMATI G FLON PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENT5 OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH RE6ULATION5 EXCEPT A5 NOTED ABOVE rU ,1T , © CEC 1998 UPLAND LOT AREA /// (PORTION OF LOT LANDWARD OF THE TOP OF COASTAL BANK) I0,OI201k s.f. MAY 41999 Rv INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRE5 IN5PECTION(5) OF THE SEWAGE DISPOSAL SYSTEM BY THE DE516N ENGINEER. INSTALLATION CONTRACTOR MUST NOTIFY THE DE -515N ENGINEER PRIOR TO THE START OF INSTALLATION FOR DI5CU55ION ON REQUIRED INSPECTIONS. 4. 5/3/qq ADDITIONAL INFORMATION REQUESTED 13Y QIN5 INSPECTOR DJMRIAP 3. 3Aq/g9 REVISED CONTAINMENT WALL DETAIL PJM/MAP 2. II/6/g8 REVISIONS REQUESTED BY HFALTH DEPARTMENT DJM I. IOFVgb ADJUST ELEVATIONS TO PROVIDE 5' 6ROUNDHATER SEPARATION DJM NO. DATE REVISION gy 11111111 1 SHEET TTRF 5 1 TE AND SEWAGE DISPOSAL 5Y5TEM PLAN PROJECT N0. G14113.0 a NOTED C143/61& PRWECT DAVENPORT REALTY TRUST 18 KEARSAR6E ROAD A55E5OR'5 MAP 14 PGL. RBO YARMOUTH, MA. DRAWN Rf MAP NECKmfff °RAmNc O. 614113.DW6 COASTAL PNGI NEERiNGICO� 55-1 I OF I SHEETS PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 TEL.: 508-255-6511 FAX: 508-255-6700 G14-713 DEEB' OBSERVATION. HO. NO SCALE DEEP OBSERVATION HOLE I EL. = 8.2 OCS DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTUIM SOIL COLOR 04A6ELL) SOIL MOTTLIN6 OTHER O' - 82' FILL • 100 09&-20% • 200 TOPSOIL 0'-61 2. 11/6M8 . / & / 3 3 OPStP I. SAND 6'-82' 82' - 132' A No.I DATE IISION PEAT, H16HLY SHEET TITS _ 51TE AND GE _ .. A SENA SENA D I5PO5AL 5Y5TEM PLAN PROJECT NO. 614113D SCAM NOS 4!3/G8 PROJECT. DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E50M5 MAP 14 PGL R80 . - YARMOUTH, MA. OR6ANIG 132' - 180' G SAND IOYRbA 3, MEDIUM TO FENCE FINE SAND DEEP OBSERVATION HOLE 2 EL. = T8 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR 01UNSELL) SOIL MOTTLING OTHER 0' - 78' FILL • 100 09&-20% • 200 TOP501L 02-6' 2. 11/6M8 . / & / 3 3 OPStP I. SAND b' -l8' l8' - 132' A No.I DATE IISION PEAT, HI6HLY SHEET TITS _ 51TE AND GE _ .. A SENA SENA D I5PO5AL 5Y5TEM PLAN PROJECT NO. 614113D SCAM NOS 4!3/G8 PROJECT. DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E50M5 MAP 14 PGL R80 . - YARMOUTH, MA. ORGANIC 132' - 180' G SAND IOYRbA 3, MEDIUM TO FENCE FINE SAND DESIGN GA DATE OF TE5TS1 8/2?/98 PERCOLATION RATE: ESTIMATED LE55 THAN 2 MIN. PER INCH DROP IN G LAYER [PERCOLATION TEST TO BE PERFORMED PRIOR TO SYSTEM INSTALLATION] WITNESSED BY : JOHN 6. 5GHNAIBLE, CEO AMY VON HONE, HEALTH A6ENT 6ROUNDHATER ENCOUNTERED AS NOTED 6ROUNDWATEi ENCOUNTERED AT A DEPTH OF 16' (EI_. • 1.77) NOTE: THE ESTIMATED MAXIMUM 141644 61ROUNDHATER ELEVATION 1N THI5 AREA 15 23 FT. PER THE YARMOUTH HEALTH DEPARTMENT DE516N FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD 330 6PD X 200% = 660 GALLONS - USE 1500 6ALLON SEPTIC TANK, MIN. ALLOWED A 36'L. x 10'H. x I'D. LEACHING CHAMBER CAN LEACH: Vt = 12 (36) 11 x .74 + 156 (10)) x .14 + 1 2( 10) 1 1 x .14 = 334.5 GPD INSTALL: ONE (1) - 36'L. x 10H. x IV. LEACHIN6 CHAMBER Vt = 334.5 GPD > 330 GPD REOV. ONE ( I) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED ONE ( I) - DISTRIBUTION BOX ( 5 OUTLET) NOTES 1) 6ARB,A6E 6RINDERS ARE NOT ALLOWED NTH THIS DE -916N. 2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWA6E DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY C.OMPONE-NT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF AAS.H.T.O. H-20 LJHEEL LOADS. 3) PRIOR TO SETnN6 ANY SB06E DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXI5TIN6 GONDITION5, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISGREPANGIES TO THE DES16N ENGINEER. 4) ALL 6RAVITY 5EWER PIPE SHALL BE 4' DIA. SCFH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4• DIA. 5CH 40 PVC SHALL BE 0.01 FOFT. 5) NO PART OF THIS DESI6N SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE OM16N EN61NEER AID THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REC11E-5TS FOR CHANeES SHALL BE MADE 1N mmNe PRIOR TO C4"TRUCnoN- 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPOI E SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. T) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EX15nN5 UI•DER6ROUrD UTILITIES PRIOR TO EWAVATIOK AND SHALL PROTECT UttLME5 WTHN THE THE NOW AREA DARING CONSTRUCTION a) THE E)OSTINS 554A6E DISP05AL SYSTEM (NCLUDINe CESSPOOLS) SHALL BE PUMPED, FILLED WITH SANV, AND ABANDONED; OR SHALL BE REMOVED WITH SURR.OIMDIN6 CONTAMINATED SOILS AND BACKFII I WITH GLEAN COARSE SAND. IF APPLICABLE, E, W FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS- THE SAND SMALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE •4 SIEVE. THE FILL SHALL NOT C0WAN ANY MATERIAL LAR61ER THAN 2 INCHES. THE MATERIAL THAT PASS THE 114 SIEVE SHALL MEET THE FOLLOWN6 6RADATION REGUIRE'.'�. SIEVE PERCENT 51ZE PA551N6 • 4 100% • 50 IO%4" • 100 09&-20% • 200 0%-5% TOP OF FOUNDATION EL = 9.0 GR 4.4L5PAGE SLAB EL.= 8.75 VARIANGE5: 310 CMR 15.00 TITLE 5 I. 15211 MINIMUM SETBACK DISTANCES: 501L ABSORPTION SYSTEM LE55 THAN 10' FROM A PROPERTY LINE (3 1/2' VARIANCE REQUE5TED FOR PRIMARY FACILITY, 8.5' VARIANCE REQUESTED FOR RESERVE AREA) RAI5E COVERS TO WITHIN 6" OF FIN15H GRADE EXCLUDING TOP501L D'BOX 40PVG PIPE 'v m 4' DIA 5GH 40 PVC PIPE DRGP PIER I�2T ALL - 8.95 8.85 8b8 ALL 850 LINE(5) EXITING D'BOX MNST REMAIN 3/4" TO LEVEL FOR 2'-0' BEFORE PITCHING HASHED STONE EXISTING ._ - -.. ..... ...I. 5/10199 SHOW STREET 5ETBAGK FOR HOUSE ON PGL RN, / 4. 5l31q9 dm� . vJ~BUILDIM5 3. 3/19199 REVISED CONTAINMENT WALL DETAIL DJ4R FAP 2. 11/6M8 . / & / 3 3 OPStP I. IO/q/tH8 ADJUST ELEVATION5 TO PROVIDE 51 GROUNDWATER SEPARAnoN / No.I DATE IISION - B/ SHEET TITS _ 51TE AND GE _ .. A SENA SENA D I5PO5AL 5Y5TEM PLAN PROJECT NO. 614113D SCAM NOS 4!3/G8 PROJECT. DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E50M5 MAP 14 PGL R80 . - YARMOUTH, MA. EDGE OF MARSH G BY �S orvwnHG No' GI4113.DW6 C'OASTALENGINEEI2lT GOO A " PROFESSIONAL ENGINEERS 8: LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 r TEL-: 508-255-6511 FAX: 508-255-6700 v- I !OF 3, EXISTING FENCE i 3' 5.5 J 5.8 4j 5.62. VARIANGE5: 310 CMR 15.00 TITLE 5 I. 15211 MINIMUM SETBACK DISTANCES: 501L ABSORPTION SYSTEM LE55 THAN 10' FROM A PROPERTY LINE (3 1/2' VARIANCE REQUE5TED FOR PRIMARY FACILITY, 8.5' VARIANCE REQUESTED FOR RESERVE AREA) RAI5E COVERS TO WITHIN 6" OF FIN15H GRADE EXCLUDING TOP501L D'BOX 40PVG PIPE 'v m 4' DIA 5GH 40 PVC PIPE DRGP PIER I�2T ALL - 8.95 8.85 8b8 ALL 850 LINE(5) EXITING D'BOX MNST REMAIN 3/4" TO LEVEL FOR 2'-0' BEFORE PITCHING HASHED STONE EXISTING ._ - -.. ..... ...I. _ Z moi.ASSESSORE .I,. PARCEL 8 PLAN 5GALE1 I'= 20' THIS AREA 15 5REVED BY TOWN WATER ONE( 1) 36'L X 10'W X I'D LEACHIN6 CHAMBER CONSTRUCT BY PLACING FOUR (4) 8'Lx4'W LEACHING GHAMBER5 END TO END HITH 2' OF STONE ON ENDS AND SIDES. [USE MODEL FD 4X8 -D FLOH DIFFUSERS AS MF6 BY SHOREY PRECAST OR EQUAL.] 2" LAYER OF 1/8" TO 1/2" HASHED STONE /-FINISHED GRADE EL.= 10.0 (MIN) EL.= 9.0 IIG�Y:::.. �..�•. W 6' LAY 00HPAOTED BASEJ eA5 EA1�' DOWN TO LEACHIN6 FACILITY 10' CR&W STONE USE "NF-nT D _ OR APPROVED - EcamiALErrr 2 5'501L REMOVAL 10' LIGUID DEPTH OOU T TEE DEPTH 2' LON5E5T RUN = 18' 5,0' (SEE NOTE) FLO' LINE 4 FT 14 NRE5 5 FT 14 WIHE5 MAXIMUM HIGH 6ROUNDHATER (PER YARMOUTH HEALTH DEPT) 6 FT 24 NGfS TFT 24 W -Al S EL= 25 SGHEMATI G FLON PROFILE, ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REGUIREMENTS OF TITLE 5 / 7.9 PROPOSED 1500 GALLON SEPTIC TANK 100' FROM OF BANK 7 7 CONTINUOUS 40 MIL � u�/ PVC MEMBRANE BARRIER TOP OF M�ANE ELEV. = 90 BOTTOM OF HEM BRoNT ELEV. = 6.0 GONTAINMENT WALL DETAIL NOT TO SCALE SOIL REMOVAL NOTE WITHIN NOTED AREA (5' AROUND LEA61-1I46 FACILITY) REMOVE TOPSOIL AND UNSUITABLE MATERIAL DOWN TO THE SAND LAYER AND REPLACE HITH SELECT FILL MATERIAL AS SPECIFIED IN NOTE *9 TO EL: 9A FILL SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. 0 PROPOSED WATER O 7 i PROPO 36L x 1O'W x 1'D Q LEA G CHAMBER 6' 5' SOIL REMOVAL' (SEE NOTE) 63'x5' RESERVE AREA ° CONTAINMENT WALL TOP OF WALL ELEV. = 9.0 0 ° -'--EXISTING EDGE OF ` PAVEMENT BENCHMARK- MAG NAi SET IN FENCE POST ELEV, = 10.16 N.G.V,D. EXI5TIN6 CONTOUR 10 - PROpO5ED CONTOUR 10 EXISTIN6 SPOT 6RADE5 7x9 HATER SUPPLY LINE w THIS PLAN 5HOH5 LOT 80 AS SHOWN ON PLAN BOOK 203 PAGE IT 7� PLS �� ,�* �L�•'1 DATE: LOT AREA5 LOT AREA AS SHOWN ON PLAN BOOK 203 PACE 11 13,2001 s.f. UPLAND LOT AREA (PORTION OF LOT LANDWARD OF THE TOP OF COASTAL BANK) IO,Q20t s.f. MINIMUM REQUIRED STREET SETBACK CALCULATION [FROM ZONING BYLAH SECTION 2033 AND SECTION 2035 11 EXI5TIN6 BUILDING (PGL R'79) - 21.4 FT. (ACTUAL) EXI5TIN6 BUILDING (RED JACKET) - 30.0 FT, NSE BLDG AT SETBACK) REQUIRED SETBACK (PGL R80) - 51.4 FT : 2 (FOR AV6) = 28.1 FT. PROPOSED SETBACK = 2q'> 28.1' QK MAY 13 1999 D By 5. 5/10199 SHOW STREET 5ETBAGK FOR HOUSE ON PGL RN, / 4. 5l31q9 ADDITIONAL MPORMATION REQUESTED 13Y INSPECTOR . vJ~BUILDIM5 3. 3/19199 REVISED CONTAINMENT WALL DETAIL DJ4R FAP 2. 11/6M8 . / & / 3 3 OPStP I. IO/q/tH8 ADJUST ELEVATION5 TO PROVIDE 51 GROUNDWATER SEPARAnoN / No.I DATE IISION - B/ SHEET TITS _ 51TE AND GE _ .. A SENA SENA D I5PO5AL 5Y5TEM PLAN PROJECT NO. 614113D SCAM NOS 4!3/G8 PROJECT. DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E50M5 MAP 14 PGL R80 . - YARMOUTH, MA. EDGE OF MARSH G BY �S orvwnHG No' GI4113.DW6 C'OASTALENGINEEI2lT GOO A " PROFESSIONAL ENGINEERS 8: LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 r TEL-: 508-255-6511 FAX: 508-255-6700 v- I !OF 3, EXISTING FENCE i 3' 5.5 J 5.8 4j 5.62. /i 3. IG) 2. / 4. II 2. 4F I EXISTING LAWN 1A / I _ Z moi.ASSESSORE .I,. PARCEL 8 PLAN 5GALE1 I'= 20' THIS AREA 15 5REVED BY TOWN WATER ONE( 1) 36'L X 10'W X I'D LEACHIN6 CHAMBER CONSTRUCT BY PLACING FOUR (4) 8'Lx4'W LEACHING GHAMBER5 END TO END HITH 2' OF STONE ON ENDS AND SIDES. [USE MODEL FD 4X8 -D FLOH DIFFUSERS AS MF6 BY SHOREY PRECAST OR EQUAL.] 2" LAYER OF 1/8" TO 1/2" HASHED STONE /-FINISHED GRADE EL.= 10.0 (MIN) EL.= 9.0 IIG�Y:::.. �..�•. W 6' LAY 00HPAOTED BASEJ eA5 EA1�' DOWN TO LEACHIN6 FACILITY 10' CR&W STONE USE "NF-nT D _ OR APPROVED - EcamiALErrr 2 5'501L REMOVAL 10' LIGUID DEPTH OOU T TEE DEPTH 2' LON5E5T RUN = 18' 5,0' (SEE NOTE) FLO' LINE 4 FT 14 NRE5 5 FT 14 WIHE5 MAXIMUM HIGH 6ROUNDHATER (PER YARMOUTH HEALTH DEPT) 6 FT 24 NGfS TFT 24 W -Al S EL= 25 SGHEMATI G FLON PROFILE, ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REGUIREMENTS OF TITLE 5 / 7.9 PROPOSED 1500 GALLON SEPTIC TANK 100' FROM OF BANK 7 7 CONTINUOUS 40 MIL � u�/ PVC MEMBRANE BARRIER TOP OF M�ANE ELEV. = 90 BOTTOM OF HEM BRoNT ELEV. = 6.0 GONTAINMENT WALL DETAIL NOT TO SCALE SOIL REMOVAL NOTE WITHIN NOTED AREA (5' AROUND LEA61-1I46 FACILITY) REMOVE TOPSOIL AND UNSUITABLE MATERIAL DOWN TO THE SAND LAYER AND REPLACE HITH SELECT FILL MATERIAL AS SPECIFIED IN NOTE *9 TO EL: 9A FILL SHALL BE COMPACTED TO MINIMIZE SETTLEMENT. 0 PROPOSED WATER O 7 i PROPO 36L x 1O'W x 1'D Q LEA G CHAMBER 6' 5' SOIL REMOVAL' (SEE NOTE) 63'x5' RESERVE AREA ° CONTAINMENT WALL TOP OF WALL ELEV. = 9.0 0 ° -'--EXISTING EDGE OF ` PAVEMENT BENCHMARK- MAG NAi SET IN FENCE POST ELEV, = 10.16 N.G.V,D. EXI5TIN6 CONTOUR 10 - PROpO5ED CONTOUR 10 EXISTIN6 SPOT 6RADE5 7x9 HATER SUPPLY LINE w THIS PLAN 5HOH5 LOT 80 AS SHOWN ON PLAN BOOK 203 PAGE IT 7� PLS �� ,�* �L�•'1 DATE: LOT AREA5 LOT AREA AS SHOWN ON PLAN BOOK 203 PACE 11 13,2001 s.f. UPLAND LOT AREA (PORTION OF LOT LANDWARD OF THE TOP OF COASTAL BANK) IO,Q20t s.f. MINIMUM REQUIRED STREET SETBACK CALCULATION [FROM ZONING BYLAH SECTION 2033 AND SECTION 2035 11 EXI5TIN6 BUILDING (PGL R'79) - 21.4 FT. (ACTUAL) EXI5TIN6 BUILDING (RED JACKET) - 30.0 FT, NSE BLDG AT SETBACK) REQUIRED SETBACK (PGL R80) - 51.4 FT : 2 (FOR AV6) = 28.1 FT. PROPOSED SETBACK = 2q'> 28.1' QK MAY 13 1999 D By 5. 5/10199 SHOW STREET 5ETBAGK FOR HOUSE ON PGL RN, D d VMAP 4. 5l31q9 ADDITIONAL MPORMATION REQUESTED 13Y INSPECTOR . vJ~BUILDIM5 3. 3/19199 REVISED CONTAINMENT WALL DETAIL DJ4R FAP 2. 11/6M8 . REVISIONS REQUESTED BY WEALTH DEPARTMENT D.M I. IO/q/tH8 ADJUST ELEVATION5 TO PROVIDE 51 GROUNDWATER SEPARAnoN DJM No.I DATE IISION - B/ SHEET TITS _ 51TE AND GE _ .. A SENA SENA D I5PO5AL 5Y5TEM PLAN PROJECT NO. 614113D SCAM NOS 4!3/G8 PROJECT. DAVENPORT REALTY TRUST 18 KEAR5AR6E ROAD A55E50M5 MAP 14 PGL R80 . - YARMOUTH, MA. M" BY MAP G BY �S orvwnHG No' GI4113.DW6 C'OASTALENGINEEI2lT GOO A " PROFESSIONAL ENGINEERS 8: LAND SURVEYORS 260 Cranberry Highway Orleans, MA 02653 r TEL-: 508-255-6511 FAX: 508-255-6700 v- I !OF G14 15.0 (SEtc ��,„(,T ti 546 ry • .J \'—�'..�.�.._�.�_—rte^+.��..•��.-.,-_--n—..-�--. -v .a Tt y� , ; ..' a_t .... _. 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