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Decision 3873 - Proposed Bass River Beach BathhouseI r- IL ri K(o] rals (ion t1q: I EM DRAWING SCHEDULE BATHHOUS x i r rm%w ..g U�m s Dlt,,F�11v"L`7 %'12j OWNER: T1 TITLE SHEET TOWN OF YARMOUTH, MA. SPI SITE PLAN PARKS & CEMETERIES DIVISION SP2 BOARDWALK DETAILS ROUTE 28 Al FOUNDATION PLAN/DETAILS SOUTH YARMOUTH MA. 02664 A2 CONCRETE SLAB PLAN PH. 508-398-2231 A3 FLOOR PLAN A4 ELEVATIONS A5 ELEVATIONS A6 ACCESSORY SCHEDULE/INTERIOR ELEVATIONS ARCHITECTS: A7 DETAILS A8 ROOF PLAN BROWN LINDQUIST FENUCCIO ARAB A9 CROSS SECTIONS ER A10 WALL SECTIONS/DETAILS ARCHITECTS, INC. All SCHEDULES 923 MAIN STREET Al2 ROOF FRAMING PLAN YARMOUTHPORT, MA. 02675 PH. 508-362-8382 FAX 508-362-2828 CIVIL ENGINEERS: BSC GROUP INC. 657 MAIN STREET W. YARMOUTH, MA. 02673 PH. 508-778-8919 FAX 508-778-8966 CONSULTING ENGINEERS: BUILDING ENGINEERING RESOURCES INC. 28 MAIN STREET, BUILDING 3A N. EASTON, MA. 02356 PH. 508-230-0260 FAX 508-230-0265 PROGRESS SET SUBMISSION NOV. 39 2003 j N 0V '12 2003 TOWN OF YARMOUTH BOARD OF APPEALS DRAWING NO.: THE RUN lO A ZONE B . o " IID9-3 10.1 x � Q�a x 7.5 NOTE: DUNE FORMATIONS DETERMINED BY CONSERVATION COMMISSION OFFICER BRAD HALL, AND LOCATED IN THE FIELD BY GPS DATA COLLECTOR AT SUB -METER ACCURACY, LEGEND ■ CONCRETE BOUND A WOODEN STAKE 0 PK NAIL co� UTILITY POLE -0 GUY POLE 0 BOULDER • WOODEN POST 0.00 PAVEMENT SHOT 0.0 GROUND SHOT ® DRAIN MANHOLE TELEPHONE FLAG POLE ® CATCH BASIN SIGN GATE ^ RETAINING WALL B GUARDRAIL 0 CHAIN LINK FENCE x POST AND RAIL FENCE EDGE OF DUNE 0 o DUNE FENCE w WATER LINE E UNDERGROUD ELECTRIC LINE x 7.7 7.2 Z� f x 9.3 EXISTING DUNE x 8.9 ZONE A11 (EL. 11) m x 9,2 12.0 x 11.5 r 13.7 x 11.4 x 7.3 B x 7.0 � 1�S_\_. % 4.2 7.9x 8.3' EXISTING DUI' E 15.5x 9.91A x 14.2 x 8.3 9.8x 11X6 _ .. . 12.6 x x 13.9 x 8.3 EXISTING DU x 6.5 x 6.4 x 3.9 14.2% G o 0 0 9.86 0 %15.3 COASTAL (FR �P 14.2x N0 [•7 0 48" RCP EXISTI G PN AVED PARKIN r.� 0 XISTING TIMBER PIER !1.9C7T RAMP EXISTING TIMBER PIER 7.43 ZONE AllI-----= 7.98 (EL. 11) ____------- . 8.26 -- ------- 8.s7 EXISTNT?XVED o F PARK_LWC,_AREA- > e H -+ N x 18.4 x 16.2 ©on EXISTING DUNE 0000 ZONA NANTUCKET SOUND GRAPHIC SCALE ( IN FEET } 1 inch = 40 fL 00 EXISTING PEARL HA MEMORIAL n cP� I 04 Z 11A fi a ZONE V13 (EL., 13) LOCUS MAP SCALE: 1" = 2000' Ic_ - OrT IEXISTINGT - xLo o (WOODEN 11.0 x x 12'2 o ECK " NpP 369.5 x F EXISTING ® CONCESSION STAND 90E ZONE B 9yh APPROXIMATE 9.4" LOCATION OF EXISTTNG SEPTIC o )(10.9 SYSTEM 3.9 W 8.6 x i W EXISTING8 1036 \W 8.3 3 1 BATHROOM _ } FACILITY x 8.8 I ER 1 0 8.Ox 8.7 x � x 8.0 x 8.5 x 9.609.5 a 10.1 9.2x x79 84 ZONE A11 (EL. 11) m x 9,2 12.0 x 11.5 r 13.7 x 11.4 x 7.3 B x 7.0 � 1�S_\_. % 4.2 7.9x 8.3' EXISTING DUI' E 15.5x 9.91A x 14.2 x 8.3 9.8x 11X6 _ .. . 12.6 x x 13.9 x 8.3 EXISTING DU x 6.5 x 6.4 x 3.9 14.2% G o 0 0 9.86 0 %15.3 COASTAL (FR �P 14.2x N0 [•7 0 48" RCP EXISTI G PN AVED PARKIN r.� 0 XISTING TIMBER PIER !1.9C7T RAMP EXISTING TIMBER PIER 7.43 ZONE AllI-----= 7.98 (EL. 11) ____------- . 8.26 -- ------- 8.s7 EXISTNT?XVED o F PARK_LWC,_AREA- > e H -+ N x 18.4 x 16.2 ©on EXISTING DUNE 0000 ZONA NANTUCKET SOUND GRAPHIC SCALE ( IN FEET } 1 inch = 40 fL 00 EXISTING PEARL HA MEMORIAL n cP� I 04 Z 11A fi a ZONE V13 (EL., 13) LOCUS MAP SCALE: 1" = 2000' SOIL TEST PIT DATA: TEST PIT _ -0 TEST PIT #2 - GRD. EL. 8.7 GRD. EL. 8.2 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 C1 C1 MEDIUM6�2 AND MEDIUM6�2 AND 42" EL = 3.7 60" MEDIUM SAND 2.5Y 4/2 EL = 2.5 EL = 1.0 4- 92" EL = (-1.3) 120" LEVEL DATE: 10/8/03 SEPTIC TANK DETAIL: LOW -PROFILE, WATERTIGHT DISTRIBUTION BOX DETAIL: NOT TO SCALE OCTOBER 8, 2003 SF/GPD = 2568 S.F. UNSUITABLE ❑ 6,000 GALLON H-20 LOADING ��d/C.J/� �� BOTTOM = 28' 8" TEST BY: NOT TO SCALE MATERIAL 1 1/2" STONE NE CROSS-SECTION VIEW 6. REPLACE WITH CLEAN WASHED SAND PLAN VIEW THE BSC GROUP, INC. S. INLET AND OUTLET TEES TO BE CAST IRON, CURRENT OWNER: TOWN OF YARMOUTH NO. OF OUTLETS = 11 TITLE REFERENCE: DEED BOOK 1153, PAGE 130 NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. WITNESSED BY: DAVE FLAHERTY PERC. RATE: DATUM: VERTICAL DATUM NP V D ASSESSORS MAP: NEW PEDESTRIAN ACCESS 8 � DROP OFF TO BOARDWALK - ' " I " . SIBLE FOR PROPERLY LOCATING AND REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. FINISHED GRADE ZONING DISTRICT: RS -40 DIG -SAFE SHALL BE NOTIFIED PER SETBACKS: 2. SEPTIC TANK TO WITHSTAND H-20 LOADING INLET AND OUTLET TEES, AND VENTS FOR U -SHAPED ENGINEER DOES NOT GUARANTEE SIDE 20' UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND REAR 20' TAKEN FROM RECORD PLANS. THE PIPE SHALL EXTEND 6' ABOVE NORMAL WATER LEVEL. REMOVABLE AND STRUCTURES AS REQUIRED PRIOR 1-13" WALLS NOTES: THE USE OF A GARBAGE GRINDER. OVERLAY DISTRICT: 3. ALL PIPE CONNECTIONS, SEAMS AND CONCRETE ADVERSE IMPACTS TO THE LEACHING COVER 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION ZONE: HIGH GROUNDWATER COMPUTATION REQUIRED. CONSTRUCTION SHALL BE WATERTIGHT. 6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE. < ZONE DISTRICT- i. DIST. BOX TO WITHSTAND H-20 LOADING BASED ON TIDAL INFLUENCE 508 778 8919 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 7, MANHOLE COVERS SHALL BE WATERTIGHT AND BOLTED TO MANHOLE FRAME. /{� BASS RIVER PVC BAIMER T #220 USING ELEVEVATION 2.5 NGVD So. YARMOUTH MASSACHUSETTS PREPARED FOR: t`tYt 4� t _F SLO EDOFNPIPE EXCEEDS 0.08 FT./FT OR 923 MAIN STREET, ROUTE 6A YARMOUTHPORT, MA 02675 (508) 362-8382 DATE: OCTOBER 30, 2003 n 24" IN PUMPED SYSTEM. DUE TO PROXIMITY TO THE OCEAN AS PER BOARD OF HEALTH DIRECTOR FIELD: TOWN OF YARMOUTH RAISE M.H W/ SEWER BRICK 24" DIA C.I. (HEAVY DUTY) BOLT ON MANHOLE COVERS BROUGHT TO FINISH GRADE TEE TO BE UNDER 6" .11,5" OUTLETS ; 8' 1 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID & MORTAR M.H. OPENING9" MIN. 36" MAX A" /.C. iK COVERS 6' �`a b4°� �°�� $°� $$ �4° L- 4• 4. ALL PIPE CONNECTIONS AND CONCRETE INDICATES 17'-0- EL. 10.3 10 BOTTOM ON LEVEL // _%X CONSTRUCTION SHALL BE WATERTIGHT. �- ESTIMATED <: STABLE BASE 6' MIN. 3/4" TO 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. = '` `� 1 1/2" CRUSHED HIGH TIDE 16'-0' 12" :`- CROSS-SECTION STONE BASE ORMAL WATER VEL INDICATES v_ OBSERVED GROUND WATER 82" pq INDICATES PERC. 120" TEST 3" 112' - I 1 D" I'r vm n INLET TEE qP�� 91-0. 6'-4" 5'-6" MIN. 90• Ban ON 10'-0" 9 LIQUID DEPTH It 3 OST T� a (GAS GONmGLt m I' = 3,800 GAL MIN. . 11900 GAL MIN - _ N - COMPARTMENT co COMPARTMENT e ?�::. •a -.1'.[ • a. ,.{tea,:.: :c - --N a:_ � a•-. UA I L: 10/8/03 DATE: 10/8/03 INDICATES / • PRECAST SEPTIC - BAFFLE WALL 10'-4" TANK 5'-2" � 1900 GPD _ 0,74 3" 112' - I 1 D" I'r vm n INLET TEE qP�� 91-0. 6'-4" 5'-6" MIN. 90• Ban ON 10'-0" 9 LIQUID DEPTH It 3 OST T� a (GAS GONmGLt m I' = 3,800 GAL MIN. . 11900 GAL MIN - _ N - COMPARTMENT co COMPARTMENT e ?�::. •a -.1'.[ • a. ,.{tea,:.: :c - --N a:_ � a•-. UA I L: 10/8/03 DATE: 10/8/03 INDICATES / • IC44 BOTTOM ON LEVEL STABLE BASE V: L�8" DUNE HANDiC � 1900 GPD _ 0,74 SF/GPD = 2568 S.F. UNSUITABLE ❑ PLAN VIEW s" MIN. 3/4" ��d/C.J/� �� BOTTOM = 28' 8" TEST BY: TEST BY: MATERIAL 1 1/2" STONE NE CROSS-SECTION VIEW 6. REPLACE WITH CLEAN WASHED SAND PLAN VIEW THE BSC GROUP, INC. THE BSC GROUP, INC CURRENT OWNER: TOWN OF YARMOUTH <10 % OF No. 4 SIEVE SHALL TITLE REFERENCE: DEED BOOK 1153, PAGE 130 PASS No. 200 WITNESSED BY: DAVE FLAHERTY PERC. RATE: WITNESSED BY: DAVE FLAHERTY PERC. RATE: DATUM: VERTICAL DATUM NP V D ASSESSORS MAP: NEW PEDESTRIAN ACCESS 8 � DROP OFF TO BOARDWALK - ' " I " . SIBLE FOR PROPERLY LOCATING AND PARCEL: LEACHING FIELD DETAIL: NOT TO SCALE 36" MAX .COVER FINISHED GRADE CAP ENDS 4 PVC • • e . u e e : PEf<2F' Wfj 40 CYC S-�• 005 • J-'• /\� e l o p e a Po e o o p e o p e o a e• a o. o e- �°-°'fang°�s��°Sf'��°.�°`o�4f��$!'E�'�S'.f'so'��.f'yc� ic•urfN a9P*l �RPaft° a ate° e e jl J - 48' PROFILE / 2% MIN. FINISH GRADE f LOAM & SEED DIS 34 / 6' 3/4' TO 1-1/2" DOUBLE' WASHED STONE (NO FINES) CROSS-SECTION 36" MAX. - 12" MIN. COVER /-- 4" MIN. LOAM & SEED 1. THIS PLAN IS BASED ON AN EXISTING CONDITIONS PLAN PREPARED BY DESIGN CRITERIA: 2 MIN./INCH 2 MIN./INCH X1ST G B1 CON YARMOUTH ENGINEERING WOF SOIL EVALUATOR SOIL EVALUATOR BENCH MARK USED: EW LA OL AS DEPARTMENT. DESIGN FLOW: CRAIG FIELD CRAIG FIELD 8. 5 CONCESSION STAND 1000 GAL YARMOUTH MON 6.15 GA EWA --- _ ._ • . • . 2. SEPTIC DESIGN PREPARED BY BSC • • • I - - - - L ALL OTHER SITE DESIGN SH SOIL CLASS: SOIL CLASS: BENCH MARK SET. • • ------ PUBLIC PARK TOILET = 5 PGD/P 1 1 STAKE AND NAIL • • • • • • • • NEW 80 36. µD �tDECKIN& WOOD n - PREPARED EN THE TOWN OF BLDG'Sl ` . YARMOUTH ENGINEERING DEPT. 180 x 5 = 900 GPD LT.A.R. L.T.A.R. ELEV 12.8 C 15C1NG I TO BE - \ X • AND IS SHOWN FOR INFORMATION 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. Cco NCH EX REMOVED 10.5 p PURPOSES ONLY." --I- 0.74 12,2)( 1 BY TOWNI o' 3. PARKING LOT IMPROVEMENT PLAN DAILY FLOW = 1900 GPD 11.0 •5 1 \TO BE PREPARED BY THE TOWN .n OF YARMOUTH ENGINEERING DEPT. PROFILE: NOT TO SCALE B6' � EDGE of +` l 1 G'�` FIRST PIPE LENGTH 15�1N EX. DUN l I • REFUSE F� EL.= A TO BE SET LEVEL1 • �� g,= CONTAINER REQUIRED SEPTIC TANK: TOP FOUNDATION FOR MIN. 2' 1 .� EDGE OFIRECO F LOCATI O 1900 X 200% (1st COMP.) 3800 GAL. CONCRETE COVERS TO WITHIN BENCHMARK NSTRUC O EL=10.37 6" OF FINISHED GRADE. STAKE SET -_D DUNE Gy _----- 1900 X 100% (2nd COMP,) 1900 GAL. FINISH GRADE • / \ EL.= 0.3-s.7t 6 WIDE ELEVATION 100,0 �- BOARDWALK 9.55 I F SEPTIC TANK REQUIRED 5700 GAL. 4" PVC�� s 4" PVC SCH o (:20 MAX. SL 12.8 NGVD Ex;STING 3F_PT1G ' t�--'-1 • SEPTIC TANK PROVIDED: 6000 SAL. SEE DWG. SP2 L SCH 40 VC SCH 4 '" LEACHING FIELD SYSTE� / I ELO4E Oh* K TO BF I =X.3Tl Tc� DUT� e - -\ L B I=E I=F I=H J L 6'x8' , i2EMOVED� % �� cX I • '=G I_ID '=G ZONE REST LANDING RE��NSTRU<TEC'`' • db - _.. 5 OUTLET 1=F / 9.470 S.F. I i /-j I �' 1, 1 !�/ ` DIST. BOX 5' SEPARATION X ` / 1' _ nRAI GREASE TANK SEPTIC TANK 2" MIN. OF 1/8' TO I 1/2" WASHED STONE M 1 X 8.9 1U.7 Etc -'x /� .�� D 100' BUFFEK EST, HIGHIGR��WA �j - 0,36 8.8TRUti .�= J PROPOSED INVERT ELEVATIONS. I ' \v��y��-�`�i�'� ^''��- - 19: RESERVE 'AREA O ELECTRICAL S TOP OF SLAB/FINISHED FLOOR g145 B ~ \\ N' N �,�1vN�� /�� _✓ R R 1 • T 4" INVERT AT BUILDING \ v% Tn 1, D rV t . , • rn 4" INVERT AT GREASE TRAP (IN) 9.25 C 1, 1 p,$I� 4 q8' /��, - _. PaoPOO_ 8 x 8 rn 4" INVERT AT GREASE TRAP (OUT) 9.00 D i� �� PROf'056DG�LT� - N.t� E m 4" INVERT AT SEPTIC TANK (IN) 8.95 E N E aCrt1� J S �� -� ,, 4" INVERT AT SEPTIC TANK (OUT) 8.70 F 10 DRi \\ 9 �E 80� ` 1D5 Jam' 1 L�J• o D EXISTING PAVED BOFEERi �� , • X 8.8 . i 6G 0 < s §)w 1506 GALLON �y • PARKING AREA 4" INVERT AT DIST. BOX (IN) 8.61 G 100 - i \ �� 1 S •( GREASE TRAP 4" INVERT AT DIST, BOX (OUT) 8.44 H9.6 \ \ \ �D. C. - 7`- AID. y _� //110.1 INVERTS AT LEACHING FACILITY: ZONE A'f \\ \\ Li TP#2 a p �� Lo.5J P P SER�G Frl I X. BLD 4" INVERT AT BEGINNING (EL. 'fO)� BOARDWA 1 ��- z �1P�R PROPOSED 1,548 SF. • BATHHOUSE BLDG. OF LEACHING FIELD 8.24 J BREAKOUT 8.74 TO BE \ \ W REMOVED \ \ PROPOSED TOP OF SLAB ELEV. 44.0 4" INVERT AT END BY TOWN \ \ BATH HOUS EXISTING DUN \\ OF LEACHING FIELD 8.0 K (N.I.C.) 1 \ SUR F.F. = 11.0 7,481 S.F. 0 • - BOA ELEVATION AT BOTTOM \L \ WASH OF LEACHING FIELD 7.5 L FREESTANDiN� AR SHOWER PEDESTAL \ 30' HIGH FIRE SS ADJUSTED GROUNDWATER 2.5 M AND SLAB \ \ - FLAGPOLE X 9,2 \ 1 \ CONCRETE PATIO H/C CURB CU VARIANCES REQUESTED: \ / s 7s 12 \ .0 NONE \ \AM \ \ 6' HIGH \� \\ ' SLOPED CURB I • X. 9. - PRECAST CONC. CURB- GREASE TRAP DETAIL: 1,500 GALLON H-10 WATERTIGHT \, \ `\ \ \ \\ g_0• W;DE \ NOT TO SCALE • 1 DIA. 48'\ HIGH \ ZONE �\X 11,5 Oa '-O�+/- O.C. \� \ \44'-O' \ CONC. WALK NOTES: 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS • \ C NC. \13OLLAR5if5. - 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN • \ ACCORDANCE WITH 310 CMR 15.351.l • PROPOSED LEACHING OVERSIZED L / 2.) GREASE TRAP SHALL WITHSTAND H-10 LOADING. I = BASIN WITH MANHOL H/C CURB CIXi 7.)INLET AND OUTLET TEES TO BE PROPERLY D 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS AND/OR STRAPS. < • COVER RELOCAT D CONSTRUCTION SHALL BE WATERTIGHT. W • PARKING AREA 8.) MANHOLE COVERS SHALL BE WATERTIGHT D Q - 4.) INLET AND OUTLET TEES TO BE CAST IRON OR AND BOLTED TO MANHOLE FRAME. 12'8 X 1 m • PA KING SCHED. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. • tCAVCAV D I� 5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 9" MIN. 3- 24" CAST IRON BOLT ON MANHOLE COVERS _ / EGRA ED F RD �' _ ZONE A'f'f COVER /WITH FRAMES WOOD RETAIN :; G ��/ RAIN GE P RPO S _ I / WAL ELEV (EL. 11) _ a ZONE A41 �-- I k - _� PROPOSED 0 40• 1}" 3.� OUTLET • CATCH BASIN ZONE - L. �O) 1D'-0" 6-O WIDE 5 - - _ - MIN. 00? � ' 12.2 X X 13.7 • / CONC. WALK vo 1 5'-B• - o C OO 4' INLET TEE � T PLAN VIEW • 24" DIAMETER COVERS -- 12" MAX -: • M SCALE: 1' = 20 FEET EBF OF PA EMEIi s. U� RD RAIL• � • • • • • 6- CRUSHED STONE • Q 9.2 g, • • • • • • • • • • • • PLAN VIEW ON COMPACTED, LEVEL 0 10 20 40 FT, OUI'.E NAY -BALES RELOCA(T AND TRUE TO GRADE CROSS-SECTION FACILITY PROVIDED: / • • • • • • • 14,2 X DUNE HANDiC STABLE BASE 1900 GPD _ 0,74 SF/GPD = 2568 S.F. OF HEALTH REGULATIONS. • • WOOD RETATNWALL X15.3 40 OR EQUAL. BOTTOM = 28' x 48' = 1344 S.F PROPOSED LEACHING FACILITY NOR SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0,74 G.P.D/S.F. 1900 GPD T 0.74 GPD/SF = 2568 S.F. LOCUS PLAN: SCALE: 1" = 2000' PARKERS RIVER BEACH NANTUCKET SOUND BEACH REVISIONS NO. DATE DESCRIPTION FACILITY PROVIDED: I. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE S7E OF LEACHING 2. ALL CONSTRUCTION METHODS AND 1900 GPD _ 0,74 SF/GPD = 2568 S.F. OF HEALTH REGULATIONS. USE 2 LEACHING FIELDS 40 OR EQUAL. BOTTOM = 28' x 48' = 1344 S.F PROPOSED LEACHING FACILITY NOR 1344 S.F. x 2 FIELDS = 2688 S.F. 5. WITHIN LIMIT OF EXCAVATION REMOVE 2688 S.F X 0,74 SF/GPD = 1989 GPD 6. REPLACE WITH CLEAN WASHED SAND LOCUS INFORMATION SIEVE ANALYSIS: CURRENT OWNER: TOWN OF YARMOUTH <10 % OF No. 4 SIEVE SHALL TITLE REFERENCE: DEED BOOK 1153, PAGE 130 PASS No. 200 PLAN REFERENCE: PLAN BOOK 169, PAGE 27 7. EXISTING UTILITIES WHERE SHOWN ASSESSORS MAP: 26 SIBLE FOR PROPERLY LOCATING AND PARCEL: 116 AND THE APPLICABLE UTILITY ZONING DISTRICT: RS -40 DIG -SAFE SHALL BE NOTIFIED PER SETBACKS: FRONT 30' AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE SIDE 20' UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND REAR 20' TAKEN FROM RECORD PLANS. THE MINIMUM LOT SIZE: 40,000± S.F. AND STRUCTURES AS REQUIRED PRIOR EXIST. TOTAL LOT AREA: 11.05± ACRES THE USE OF A GARBAGE GRINDER. OVERLAY DISTRICT: NONE ADVERSE IMPACTS TO THE LEACHING NITROGEN SENSITIVE 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION ZONE: NOT A ZONE II REQUIRED. FEMA FLOOD f Y Ij 'u f FF `K < ZONE DISTRICT- "B" AND 'A-11" 7/2/1992 1 508 778 8919 PANEL #250015 0006 D LOCUS PLAN: SCALE: 1" = 2000' PARKERS RIVER BEACH NANTUCKET SOUND BEACH REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: I. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 % OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT 0 No. 4 SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES THAT MAY BE REQUIRED. f Y Ij 'u f FF `K 657 Main Street, (RT. 28) Uni W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN BASS RIVER BATH HOUSE #220 SOUTH STREET So. YARMOUTH MASSACHUSETTS PREPARED FOR: Mr. RICK FENUCCIO BROWN, LINDQUIST, FENUCCIO & RABER ARCHITECTS, INC. 923 MAIN STREET, ROUTE 6A YARMOUTHPORT, MA 02675 (508) 362-8382 DATE: OCTOBER 30, 2003 COMP. DESIGN: K. HEALY CHECK: D. CRISPIN DRAWN: P. HAGIST FIELD: TOWN OF YARMOUTH FILE NO. 8612-SEP.DWG DWG NO. 5482-01 SHEET 1 OF 1 JOB NO. 4-8612.00 6 7dr_ns 280 -OM 280-0' 480-0" FLOOR PLAN SCALE: 1l4" = V-0" GROSS AREA OF CONCESSION = 428 S.F. GROSS AREA OF LIFEGUARD RM. = 446 S.F. GROSS AREA OF RESTROOMS = 672 S.F. TOTAL GROSS AREA OF BUILDING = 1,548 S.F. STAMP: co co PQ e� cQ � x F� co l0 O CD d' a H � la Z w � iU) U W o Ail1 F�CV wF�� a� F w a4`oco x� WZ,E_, �:: z�coco to U C � W cQ w d rk-o O W c E--, -Jw 0 0 O O Q a DATE: fV03103 REVISIONS: ----- DRAWN BY: ----- PROJ. #: ----- DRAWING NO.: •. SCALE:1/4" = 1•-0' INGLES TYP. STAMP: E-� co co �M c Z�� pq 0 d x FoCO o oo Z Pa a OCD IA Z W k H U1 U `D o � Z C�" F co � Z H �� w 1- 4 H aW F O C�2 CQ cna0to F z� ��oo C) xx W d o -4 PQ w 0 wCf) C) w ¢ w QZN� 000 Cf) x a DATE: REVISIONS: DRAWN BY: - PROJ. #: --1 DRAWING NO.: TOP OF SLAB ELEV: 11.00' RIGHT SIDE (EAST) ELEVATION SCALER/4'= 1'-0" LEFT SIDE (WEST) ELEVATION SCALE: 1/4" = 1'-0" I W co co r , �-+-1 f� Q 0 d x E-' o o oo 0 o �A CD cn z w Q w to H I- C° U] U o c) �z c� E~ QN E'' co aW Hone =COM zE-4 x� ��oo F o LO 0 P4 al di O� �• E-+ W r , �-+-1 f� Q W CD cn Q c) o E'' O d w JJDATE: 41/03/03 11 (REVISIONS: 11 DRAWN BY: ------ PROD.#: ----� DRAWING NO.: