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HomeMy WebLinkAbout9 Millard RdAS-BUILT/DEMOLITION FRONT ELEVATION SCALE: 1/4" = V-O" AS-BUILT/DEMOLITION REAR ELEVATION SCALE: 1/4" = 1'-O" EXISTING REMOVE AND INFILL WINDOW EXISTING WIND TO REMAIN OW RELOCATE WASHER D AND DRYER PER Yd WH PROPOSED PLAN EXISTING WINDOW TO REMAIN PRIMARY BEDROOM EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN d_; BATH I � r:111 EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN HOT WATER HEATER TO BE REMOVED AND REPLACED FAMILY ROOM (REPLACE/ SEE PLAN) DECK AS -BUILT FLOOR PLAN SCALE: 1/4" = 1'-O" REMOVE PORTION III OF EXISTING GABLE III DINING WALL AS SHOWN III n NEW (3) 1 3/4" x 9 1/2" LVL i HEADER ABOVE -- REMOVE EXISTING --(I I PORCH II I I td III KITCHEN III (RELOCATE) SHOWER i II (REMOVE) ' p LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED sF i ABLE WAIL TO \ y REMAIN/REMOVE '. EXTERIOR TRIM \ \ � ALL EXTERIOR W7NDOW5 \. �TO BE REMOVED THIS WALL/SEE PLANS r REMOVE EXISTING Fi SHOWERIL r —, r - I�-r.T, r = - JII IIL __JII AIL JII IIL __ JII I it 7ii it 7i it I �i it 11 ILL L-J IL=J L-J THIS SECTION OF I NEW CASED OPENING EXTERIOR WALL TO THIS AREA/SEE PLANS REMAIN/SEE PLANS�i AS-BUILT/DEMOLITION RIGHT ELEVATION SCALE: 1/4" = V-O" AS-BUILT/DEMOLITION LEFT ELEVATION SCALE: 1/4" = 1'-O" /3,�iD yZZ 0 ✓ i0-�. ;<fREO qq�♦ 2� 5 D SMAew i x r Z N Cn z O F- Q LLI J Q W � z Z ZC ~ QJ 0 �• IL oQ O z JJ o o --A 0-) _5i U ILL] m I Q SHEET AB1 FILE#: JDS22001 DATE: 01 /17/22 PROJ. MGR. DID FXTFNI] FXICTINr RnnF PROPOSED FRONT ELEVATION SCALE: 1/4" = 1'-O" PROPOSED REAR ELEVATION SCALE: 1/4" = 1'-0" NEW 4' x 4' NEW STEP OUTDOOR SHOWER NEW STEP EXISTING NEW LAUNDRY CLOSET NEW DECK ,--�1 WINDOW EXISTING WINDOW - UTILITY TO REMAIN TO REMAIN 1p CLOSET IREMOVE a - HOUSENEWp NEW BEDROOM 2 DINING\I *CLOSETIL 12'-71 2" OOWwEXISTING z x xDOW ON REMAINLBT EXISTI PRIMARY EXISTING IF FAMILY ROOM CLOSETBEDROOM BATH NEW KITCHEN too] CLOSET EXISTING O O NOTE: FINAL KITCHEN WINDOW 24" x 36"—�I DESIGN T.B.D. BY OWNER'S KITCHEN DESIGNER NEW TO REMAIN BENCH— HALL 10 CLOSET REF DW _ e _____- rA ® - 12'-71 2' EXISTING EXISTING ® WINDOW WINDOW - NEW BEDROOM 3 O TO REMAIN TO REMAIN NEW DECK EXISTING DECK CLOSET NEW STEP NEW STEP AS REO - - ASSUMED EXISTING SONG I - o'-n• i I TUBE. VERIFY & MAKE 12" IF DIFFERENT LEGEND PROPOSED FIRST FLOOR PLAN EXISTING WALL CONSTRUCTION TO REMAIN SCALE: 1/4" = 1'-O" NEW WALL CONSTRUCTION PROPOSED RIGHT ELEVATION SCALE: 1/4" = 1'-O" WINDOW SCHEDULE KEY QTY. I DESCRIPTION MANUFACTURER MODEL DIMENSIONS 4 DOUBLE HUNG ANDERSEN 400 SERIES TW210410 3'-0 1 8" x 5'-0 7 8" ® 1 AWNING ANDERSEN 400 SERIES AXW41 4'-0 1 2" x 3'-0 1 2" DOOR SCHEDULE KEY QTY. DESCRIPTION MANUFACTURER MODEL REMARKS 10 2 6' HINGED PATIO DOOR ANDERSEN 400 SERIES FWH6068 SWING CONFIGURATION T.B.D. 02 1 3' PATIO DOOR ANDERSEN 400 SERIES FWH3168 © 3 2666 INTERIOR DOOR T.B.D. BY OWNER & G.C. CLIENT & G.C. VERIFY SIZE ® 1 2666 POCKET DOOR T.B.D. BY OWNER & G.C. CLIENT & G.C. VERIFY SIZE Q 4 3066 BIFOLD DooRs T.B.D. BY OWNER & G.C. CLIENT & G.C. VERIFY SIZE © 2 5066 BIFOLD DOORS T.B.D. BY OWNER & G.C. CLIENT & G.C. VERIFY SIZE w w z N C, O N n N W� Q � N W Q U w L} ' W � Z J Of Q m M Q w O a Z E0.ED 4R�M1 A Ts (n z o_ Q ; = LLJ w zC) ~ o � � o<IO Z J J o J J Q LLJ n V I O O SHEET Al FILE#: JDS22001 DATE: 01 /17/22 PROJ. MGR. DD C.M. N/A IF WOOD DECK: 1) ALL FRAMING 2x6 P.T. SYP @16" O.C. DECKING J" BY OWNER 2) 9'-6" GIRT (3) 2x6 3) 2x6 LEDGER 4) ALL JOIST TIMBER HUr1i,1,NEW - NOTE: DECK SEE ELEVATION. FOR I 1540-510 CUT INTO FRONT/BACK CORNERS DRAIN/VENT 1540-510 CONTINUE 2" SLAB IF SLOP GRADE TO STABILIZE SOIL - EXISTING CRAWL SPACE ASSUMED EXISTING GIRTI NEW FOOTING & LALLY COLUMN (NO }" ADDED PLATE) i i i i 2x6 P.T. JACK BOLTED 10 EXISTING BLOCK WALL EACH SIDE NEW DECK NOTE: SLAB FOR SHOWER BELOW VENT OPENING. PROVIDE CLEARANCE FOR DRAINAGE _ ADDITION 1) LALLY COLUMN NOTE: 3 1/2" LALLY COL TYPICAL 2) TYPICAL COLUMN CAP AND '.. BASE PLATES '.. 3) ADD 6x8x}" PLATE 0 TOP 4) THRU LAG BOLT TYPICAL CAP AND ADDED BEARING PLATE 5) QUICK BOLT TYP BASE PLATE NEW DECK (POURED CONIC. SLAB OR P.T. FRAMED T.B.D. `I BY OWNER & G.C.) LAG BOLT NEW 2 x 12 P.T. LEDGER BOARD TO EXISTING FOUNDATION/ HANG NEW JOISTS ONGALV. METAL JOIST HANGERS NEW FLOOR JOISTS ARE 2 x 12'S 0 16" O.C. OR 1 3/4" x 11 7/8" TJI'S ® 16" O.C. 2x8 P.T. SILL ON SEALER EXISTING FLOOR FRAMING NEW P.T. 2 x 10'S ® 16" O.C. HUNG LEVEL W/TOP ELEV. OF EXISTING DECK JOISTS ON GALV. METAL JOIST HANGERS EACH END NEW DECK - TRIPLE OUTSIDE 2x10 BAND OF EXISTING DECK EXISTING DECK -I 18'-0" ADDITION/NEW FLOOR FRAMING - 2x8 P.T. SILL ON SEALER SOLID BRIDGING r L r r L 3) DOWELS GROUTED ORES TYPIC L z F-WREMOVE \� Z 1 REMOVE WALL o 3 1/2" LALLY COL SEE NOTE FOOTING BEAR TYP UNDISTUR3000.12"BED ON UNDISTURBED SOIL J NEW (4) 2x10 GIRT NOTCH ENDS OVER EXISTING BLOCK I NEW CRAWL SPACE TYPICAL NEW 10" CONCRETE 1. WALL W/#4 BARS TOP I.I & CENTER ON 24" x 12" J DEEP CONT. CONC. FOOTING W/(2) #4 BARS CONTINUOUS TO 4'-0" BELOW GRADE I DOWELS BETWEEN r EW FOUNDATIONS w o TYPICAL > Zo OFFSET . � 0— LDRAIN/VENT2x8 P.T. SILL, ON SEALER .I 9 2x4 X 2x6 X - 18'-0" ADDITION/NEW FLOOR FRAMING ASSUMED EXISTING 12" OR NEW 12" SONO TUBE TO 48" BELOW GRADE FOUNDATION PLA SCALE: 1/4" = 1'-O" EXISTING GABLE WALL EXISTING ROOF CONSTRUCTION KITCHEN (4) 200 GIRT EXISTING FLOOR CONSTRUCTION--�� EXISTING CRAWL SPACE — T.O.F. 8.0 EXISTING TYP. 24" x 12" CONT. CONIC. FOOTING W/(2) #4 BAR CONTINUOUS EXISTING CRAWL SPACE NOTE: 1) VERIFY EXISTING CONDITIONS 2) IF FILL COVER W/ HEAVY 20 MILL POLYETHYLENE, UP SIDES & SEAL TO WALL OR NEW 2" DUST CAP OVER 6 MILL POLYETHYLENE 3)IF CONCRETE CUT AND P&M TO TO NEW SEPARATION FOOTING BUILD -OVER ROOF/ 2 x 4 CLEATS IN VALLEYS/2 x 8 RAFTERS ® 16" O.C. REMOTE I — 2 x 12 RIDGE BD �` ATTIC I I HALL BATH CLOSET f TOGLUED JOIS JOISTSNAILED I SLAB 7.83 POST 8899# LALLY NOTE 2" CONCRETE DUST CI 6 MIL POLYETHYLENE 2" MIN DRAINAGE FILL CROSS SECTION SCALE: 1/4" = 1'-O" TRIPLE HUC HANGER ASSUMED EXISTING 12" } OR TRIPLE EXTERIOR BAND NEW 12" SONO TUBE TO 48" BELOW GRADE FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" INSULATION NOTE: WALLS, CEILING TO BE INSULATED PER CURRENT MASS. ENERGY CODE TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES/1/2" PLYWOOD SHEATHING/2 x 10 RAFTERS AT 16" O.C. PROVIDE HURRICANE CLIPS AT ALL CONNECTIONS BETWEEN RAFTERS AND 2 x 6 PLATE TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING TO MATCH EXISTING HOUSE; BUILDING PAPER; 1/2" PLYWOOD SHEATHING; 2 x 6 STUDS ® 16" O.C. -TOP FLOOR 11.25 " -2x8 P.T. SILL ON SEALER -ELEV 14.4 (TOF) 'LEV 9.40 HIGHEST USE) -EY-..80-LOWEST TYPICAL 8" CONCRETE FROST WALL W/(1) #4 .O.F. 6.42 REBAR 8" ON TOP AND (1) #4 CENTER TYP. 24" x 12" CONT. CONIC. FOOTING W/(2) COMMENT NOTES: #4 BAR CONTINUOUS TOP OF FOUNDATION 10.05 TOP OF FLOOR. 10.57 2X6 BLOCKING LOWEST GRADE 8.8 16" PT PLYWOOD HIGHEST GRADE 9.4 AA ADDITION FLOOD ELEVATION 11 AZONE? A 2x10 PT BOX ADDITION HOPE THIS HELPS THANK YOU 3x4" PT WRAP OPENING GEORGE AVERY SENT CONTACT BELOW 3 SIDES (9x17 1/4" M.O.) B CONTACT TERRY WARNER 508-432-8309 NAILING GAL 80 ZONE AE11 A = 6" O.C. B= (2) ROW 6" OC i STAGGER 3" (1) SILL DETAIL (1) BOX SCALE: 3/4" = 1'-O" NEW 'YS RAfTE ARE 2 1 O'S 16" O.C. 18'-0" ADDITION/NEW ROOF FRAMING ROOF FRAMING PLAN SCALE: 1/4" = 1'-O" D Smart VENT °a 877— 441— 8368 www.smartvent.com rareuwod zn NNN waxN ww= wN�Dx , NOLW ,z� . � aarx «N") � vxn �«<. D�� TnE zo„zN o<,"E «ouzN aaEA�„n 6 w wwc ,«,z ,a DNxIED D,.zE. a" rFxr � cfc. a) =,r , E Txz �vuW rs Dusx wm TNa , '"'x 1N wcE. wNnzaa T.e ,w swnxrs Wn wW, ,"c wn m.NE wm ,"z oowWe SATE "Nn� T ED W w„a„ of =nA nmN fw,.. oan No Nan (wu IN �AONn. z Door IMD Narz Aro I«sTW,A �� . nAN�� I.s<ru,ID. � zxwoED .wD .N Ao�I�E W am awns vm Dm�nsm usA MDUNfED ON AT IFASf 1W0 DIFGERB I WKIS Aw.Es RTM16wo) � D"aNOA "DAozA D=rm Wx� WN�z.=Ar..wo e�N tAWINxw �RE C E IVIED MAY 0 2 2022 BUILDING DEPARTMENT n In Q 0 u SHEET A2 FILE#: JDS22001 DATE: 01 /17/22 PROJ. MISR. DD C.M. N/A IF WOOD DECK: 1) ALL FRAMING 2x6 P.T. SYP 016" O.C. DECKING J" BY OWNER 2) 9'-6" GIRT (3) 2z6 3) 2x6 LEDGER 4) ALL JOIST TIMBER HUNG NEW ELEV 11.29 (TOE) NOTE: SEE ELEVATION FOR � ADD (2) COURSE 8" (4) 1540-510 CUT INTO', W DECK NI BLOCK FRONT/BACK WALL EXISITNG ELEV 10.05 (TOE) 5/4/22 /VENT DRAIN/VENT DRAIN/VENT -510 1540-510 1540-510 CENTERED CONTINUE 2" SLAB IF SLOPE GRADE TO STABILIZE SOIL -\ EXISTING CRAWL SPACE ASSUMED EXISTING GIRT NEW FOOTING & LALLY COLUMN (NO r ADDED PLATE) DRAIN/VENT DRAIN/VENT 1540-510 1540-510 EXISITNG DECK (FOUNDTION EXISTING NO CHANGES U.N.O.) LALLY COLUMN NOTE: 1) 3 1/2" LALLY COL TYPICAL 2) TYPICAL COLUMN CAP AND /// / NOTE: SLAB FOR SHOWER BELOW BASE PLATES OPENING. PROVIDE 3) ADD 6x&x' PLATE ® TOP /VENT CLEARANCE FOR DRAINAGE 4) THRU LAG BOLT TYPICAL CAP 19'_ ADDITION AND ADDED BEARING PLATE 5) QUICK BOLT TYP BASE PLATE 2x8 P.T..TSILL ON SEALER (3) DOWELS 4 GROUTED F `i TYPICAL CORES TYL _ - Z 0 REMOVE WALL o N o� I 3 1/2" LALLY COL SEE NOTE r TYP 30x3Oxl2" FOOTING BEAR -�� ON UNDISTURBED SOIL L J NEW (4) 2x10 GIRT NOTCH ENDS OVER EXISTING BLOCK r I 2x8 P.T. SILL I NEW CRAWL SPACE ON SEALER TYPICAL NEW 10" CONCRETE •� I 1, WALL W/#4 BARS TOP I,i & CENTER ON 24" x 12" L J DEEP CONT. CONC. FOOTING W/(2) #4 BARS CONTINUOUS TO 4'-0" BELOW GRADE I 2x6 P.T. JACK BOLTED 10 PROVIDE (3) DOWELS BETWEEN F EXISTING BLOCK WALL EXISTING & NEW FOUNDATIONS Z o EACH SIDE GROUT CORE TYPICAL, _ ZoI 5 }• OFFSET � a o� NEW DECK .I DRAIN/VEN 2x8 P.T. SILL 1540-510 _-_--- 5/4/2 _ ASSUMED EXISTING 12" OR NEW 12" SONO TUBE TO 48" BELOW GRADE FOUNDATION PLAN SCALE: 1/4" = 1'-0" BUILD -OVER ROOF/ 2 x 4 CLEATS IN EXISTING GABLE VALLEYS/2 x 8 WALL RAFTERS ® 16" O.C. EXISTING ROOF 7' O" REMOVE I 2 x 12 RIDGE BD. INSULATION NOTE: CONSTRUCTION 12 WALLS, CEILING TO BE INSULATED 8 PER CURRENT MASS. ENERGY CODE TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF - PLYWOOD E ATTIC SHEATHING/2 x/102RAFTERS AT 15" O.C. PROVIDE HURRICANE CLIPS AT ALL CONNECTIONS BETWEEN RAFTERS AND 2 x 6 PLATE TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING TO MATCH KITCHEN I EXISTING HOUSE; BUILDING PAPER; j CLOSET SCHEATHING; 2 x 6 HALL BATH STUDS ®W60D0 3/4" T & G PLY. TOP FLOOR 12.33 9/13/22 (4)2x10 GIRT GLUED & NAILED 2x8 P.T. SILL ON SEALER EXISTING FLOOR TO JOISTS ELEV 11.3Z (TOE) 9/73/22 CONSTRUCTION 2 x 10'S 0 12" O.C. v 5/4/22 EXISTING CRAWL SPACE — - NEW CRAWL SPACE I ELEV 9.40 HIGHEST USE) EY $ 801OWEST T.O.F. 8.0 I i ` TYPICAL B" CONCRETE -EXISTING SLAB 7.83 7 -� FROST WALL W/(1) #4 TYP. 24" x 12" CONT. (2) POST 8899# T.O.F. 6.47 REBAR 8" DN TOP AND CONC. FOOTING W/(2) _ . SEE LALLY NOTE 9/13/22 (1) #4 CENTER #4 BAR CONTINUOUS 2" CONCRETE DUST COVER 6 MIL POLYETHYLENE TYP. 24" z 12" CONT. 2" MIN DRAINAGE FILL CONC. FOOTING W/(2) #4 BAR CONTINUOUS CROSS SECTION SCALE: 1/4" = V-O" ELEVATIONS UPDATE 9/13/22 n w z a o N NT tl� 0 W N �_ a � � o � Li w � a 5 w m W W Q� r a r tO m M Q w z a <FHE04q�y1 S SFT S ��M pF MF Q •� z 0 Q C Z Q o � oQ 0 Q o _j o. Q f- 0-) U u (n SHEET S1 FILE#: JDS22001 DATE: 01 /17/22 PROJ. MGR. DID C.M. N/A 'u, SEPTIC SYSTEM DESIGN ............. ........ FLOW ESTIMATE: N _3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY ......... ...'.'.'. SEPTIC TANK: LEACH AREA DETAIL 330 GAL / DAY x 2 DAYS = 660 GAL (LOW PROFILE FLOWDIFFUSORS) USE 1500 GALLON SEPTIC TANK LN LOCATION MAP LOTIll (10,258 SF) ASSESSORS MAP:34 PARCEL:29 LAND COURT CASE 14113 40 MIL POLY LINER 124'xTDEEP TOP OF LINER =103.3 BOTTOM ELEVATION =100.3 KEY: EXISTING CONTOUR: - - - - PROPOSED CONTOUR: ••........... EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: 5.5 TEST HOLE: * UTILITY POLE: -O- FENCE LINE: HYDRANT:-6- RETAINING WALL: M21-36 LEACHING AREA: USE 4 LOW PROFILE FLOWDIFFUSORS WITH 4' OF STONE AROUND SIDES AND VAT ENDS 34' x 12' x 6" EFF. DEPTH) SIDE AREA: (34' + I Z) x 2 x 6/12 = 46 SF (0.74) = 34 GAL/DAY BOTTOM AREA: 34' x 12' = 408 SF (0.74) = 302 GAUDAY CAPACITY = 336 GAL/DAY ��O QP' � i -BENCHMARK AT SURVEYOR'S NAIL ELEVATION = 101.83 -Q- SEPTIC SYSTEM SECTION A Qu CK DISCONNECT IS TO BE PROVIDED FOR TANK. FUTURE ACCESS TO PUMP. 2" PEASTONE OR FILTER FABRIC PUMP CHAMBER COVER TO BE AT GRADE. 3/4" -1 1/2" DOUBLE 103.71 ALL OTHER COVERS TO BE WITHIN 6" OF GRADE. WASHED STONE d O� _ INSPECTION PORT TO BE WITHIN 3" OF GRADE INSPECTION PORT _ -OUNDATION ELEV: 103.3 TEE AT 104 101.92 INLET 3' MAX 101.0 = 1/4" per ft 1/8" per ft COVER ELEV. (I'MIN) n 100.5 103.3 100.75 ELEV 100.46 1 103.16 ELEV. ELEV. ELEV. 102.8 102.3 m t a ELEV. D-BOX ELEV. 4 . . . 4 ELEV. 96.25 1500 GAL 95.96 1000 GAL (6" OF STONE UNDER) ELEV. SEPTIC TANK GAS ELEV. PUMP CHAMBER E 34' x 12' 100.3 EXISTING Pl BAFFLE 4 LOW PROFILE FLOWDIFFUSORS (6" OF STONE UNDER OR & WITH MYERS SRM-4 PUMP. PUMP ALARM 1/4" DRAIN HOLE ELEV.=101.kl MECHANICALLY COMPACTED) ZABEL PACKAGE TO BE INSTALLED IN DWELLING WITH 4' OF STONE AROUND SIDES 5' TEE SIZES: FILTER POWERED BY A CIRCUIT SEPARATE FROM CHECK AND 1' ENDS INLET: 6" UP, 13" DOWN THE PUMP POWER. tDSSTANCE BETWEEN VALVE (34' x 12' x 6" EFF. DEPTH) OUTLET" 6" UP, 14" DOWN ON/OFF SWITCH TO BE 4") (DISTANCE BETWEENSWITCH AND ALARM TO BE 12")) ADJUSTED GROUND WATER ELEVATION = 97.3 wt w TH-1 101.7 TEST HOLE LOGS O/AHORIZON ELEv. _ .JNDRY DINING- ENGINEER: THOMAS McLELLAN, P.E. LOAM4/SAND FAMILY AREA _ WITNESS: PHIL RENAUD 8 101.0 ROOM B HORIZON R BED O DATE: 9-22-21 LOAMY SAND ROOM A 24" 10YR 5/8 99.7 BATH KITCHEN PERCOLATION RATE: < 2 MIN/IN C HORIZON MEDIUM SAND 2.5Y 7/4 PEA RC AT 42" sh I USGS GROUND WATER ADJUSTMENT: DECK WELL: MIW-29, ZONE: A, ADJUSTMENT: 2.1' 78" OBSERVED+495.2 ADJUSTED GROUND WATER ELEV;97.3 120" GROUND WATER1.7 EXISTING FLOOR PLAN REMOVE7'OF EXISTING DWELLING 18' 2..6 _ LAUNDRY NEW DINING i BED FAMILY AREA Z I ROOM ROOM m BED NEW ROOM D BATH a L Dan TH KITCHEN F_ i NEW BED NEW ROOM DECK DK. 18, - EXISTING AND PROPOSED FLOOR PLAN BUOYANCY CALCULATION :1500 GALLON SEPTIC TANK 10:5' x 5.67' x (97.3 - 96.25) x 62.4 LB/CF = 3,901 LB WEIGHT OF TANK=11,480 LB BUOYANCY CALCULATION: 1000 GALLON PUMP CHAMBER 8.5' x 4.83' x (97.3 - 95.96) x 62.4 LB/CF = 4,978 LB WEIGHT OF TANK = 8,240 LB NOTE: DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF PROPOSED SEPTIC SYSTEM. CERTIFICATION TO INCLUDE INSPECTION OF FINAL GRADING SO AS TO PREVENT STORM WATER RUN-OFF TO FLOW TOWARDS ABUTTING PROPERTIES. EXISTING GRADE / AT LOT LINE =101.3 1. ua 101.0 DRAINAGE SWALE DETAIL PROPOSED GRADES NOTES: 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE. 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. 13. EXISTING CESS POOLS ARE TO BE PUMPED AND REMOVED. 14. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 15. AN ELECTRIC PERMIT FOR THE PUMP PACKAGE IS TO BE OBTAINED PRIOR TO CONSTRUCTION. 16. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. A 6" EZ WRAP IS ALSO REQUIRED FOR BOTH TANKS. 17. ALL UNSUITABLE SOIL, (A & B HORIZON, APPROX. 2' DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. SITE PLAN OF 'THOMAS J. McLELLAN CIVIL No. 30471 I "tmr^4" Y_ k�,!1 THOMAS J. McLELLAN, P.E. LOCATION: 9 MILLARD RD., S. YARMOUTH, MA PREPARED FOR: DON & KATHY MORMSON DATE: 10-21-21 SCALE: I" = 20' REVISED: 11-11-21 (DRAINAGE SWALE DETAIL) BASS RIVER ENGINEERING P.O. BOX 1163, EAST DENNIS, MA 02641 508-364-9048 J Yarmouth HealthDepartment "PROVED Date Name DEC 2 Q 2021 HEALTH DEPT