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Home My WebLink AboutDecision 3582 - Site Plan Copy 2INVERTS LEVEL FOR 1ST 2' WATER TEST D -BOX FOR LEVEL NOT TO SCALE 4" PERF. SCH-40 PVC DISTRIBUTION LINES FINISHED GRADE VARIES AT 0.005 PITCH FROM D -BOX TITLE 5 ORIFICES INVERT VARIES FROM EL 14.37 8 4 AT START TO EL. 13.92' AT END. _ ( --I 3" PEASTONE WITH MIRAFI 2.33' 000LoOc 1 _ - J �.0 00, 2' X 2.33' OF .75"-1.5" 2' 6'�' DOUBLE WASHED STONE SEPTIC TRENCH DETAIL s NOT TO SCALE 24"I.D. CAST IRON COVERS SEPTIC SYSTEM DESIGN DATA 00� 0 SEPTIC TANKS. AS SHOWN. MORTAR ALL COMPONENTS 30 SEATS (35 GPD/SEAT) = 1050 GPD 1950'2007= 3900GAL. REO.: USE 4000 GAL STI 87 OTHER OCCUPANTS (9 GPD/OCCUPANT) = 783 GPD 1950-100%= 1950 GAL. REO- USE 2000 GAL ST2 EL. 17,2± BOO 4 1633 GPD GREASE TRAP 15(30)=450 GAL. USE 1000 CAL GREASE TRAP SLAB=T.FOUND.=. EL. 18.0 GPD. LEACHING: USE (5) 2'X2'XB8' LEACHING TRENCHES = 268:�SF NO GARBAGE DISPOSAL ALLOWED CAPACITY: 2680 (34) = 1983 GPD> 1950 GPD, OK. TO D -BOX PARKING CALCULATIONS: 15.62 USE N-4 & H-11: 87 OCC. (1 SP/ 3 OCC.) = 29 SPACES 10" 24 USE H-10: 30 SEATS (ISP/3 OCC) = 10 SPACES 10" 4 117 OCC. TOTAL 39 SPACES REQUIRED _ UTILITY POLE TEE STI TEE - 15 12 15.09 TEE ST2 TEL i PROP'DSED 3" CAL. TREE (6) 3" CAL. PARKING TREES SHOWN 4"SCH40 PVC 4000 GAL H-20 SEPTIC TANK -• 2000 GAL H-20 14.84 12' AT 2% 5.-811LIQ. LEVEL GAS �: SEPTIC TANK GAS BAFFLE & _, O DRAINAGE MANHOLE FROM 15 37 C- ACME OR EQUAL BAFFLE:" 4"SCH1 PVC Sipfk�-- 9(lt VELZABEL FlLTER I� FIRE HYDRANT -- BUILDING BASIN q7 7% "Q° ACM OREEOUAL FIRST FLR = SLAB 4 SEWER ONLY .•} \ LLQ •...:. EL. 18.0 fkrSr CURB 6' GRAVEL & MECH. o GROUND LIGHT 6" GRAVEL & MECH. COMPACTION (TYP.) \ COMPACTION (TYP.) PROP. GRADE -ELL-- :OMI - - IN FROM KITCHEN SINKS'V & DISHWASHER ONLY TO STtSIDEV�0"15.85 4"SCH40®1.5% 15 6 TEE 1000 GAL H-20 INV. AT BLDG GREASE TRAP15,40 4' UQ. LEVEL ACME OR EQUAL 12 CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 PVC 6" GRAVEL & MECH. COMPACTION (TYP.) AND VENT AS SHOWN ON SITE PLAN. - 24"CAST IRON COVE BLOCK UP D -BOX, 24"I.D. RISER TO GRADE, MORTAR ALL COMPONENTS X TOP PEASTONE EL. 14.95 3" WASHED PEASTONE & M'2AFI 140.1 FILTE-- FAB[ M 4"mSCH-40 PVC LINES AT 0.5%. TITLE 5 0 FICES. FROM ST2 4"OSCH 40 PVC AT 1% 0 °- o coo yc00000 00000 00 0 e o°000 0 0 0 0 o°o° ° o °°0 0 14.7 14.57 14.37 12.37 H-20 D -BOX ON 12" COMPACTED GRAVEL (5) 2- X 2' X 88' LEACHING TRENCHES SEE CROSS SECTION ACME D65 H-20 OR EQUAL .n INVERTS LEVEL FOR 1ST 2' WATER TEST D -BOX FOR LEVEL NOT TO SCALE 4" PERF. SCH-40 PVC DISTRIBUTION LINES FINISHED GRADE VARIES AT 0.005 PITCH FROM D -BOX TITLE 5 ORIFICES INVERT VARIES FROM EL 14.37 8 4 AT START TO EL. 13.92' AT END. _ ( --I 3" PEASTONE WITH MIRAFI 2.33' 000LoOc 1 _ - J �.0 00, 2' X 2.33' OF .75"-1.5" 2' 6'�' DOUBLE WASHED STONE SEPTIC TRENCH DETAIL NOTES: THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-88B-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. !. ALL CONSTRUCTION MATERIALS. COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/Oft THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. S. VERTICAL DATUM IS NGVD29. F. TOP OF FOUNDATION IS 2.6' BELOW HIGH POINT IN ROAD (TRADER'S LANE) (4.6' VARIANCE 15 REQUESTED) i. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-HI�O UNLESS NOTED. ' PROPOSED WORK ONLY AND IS NOT TO I. THIS PLAN IS FOR BE USED FOR pRzOPERTY LINE STAKING. rF TO BE CONTAINED ON SITE. ALL STORM RUNOFF _D ALL DISTURBED AREAS NOT PAVED. 1. 6" LOAM AND SEE} SCH-40 PVC UNLESS NOTED. ), ALL SEPTIC PIPING TO BE BACKFILLED OR CONCEALED MTHOUT D. COMPONENTS NOT)ARD OF HEALTH AND PERMISSION OBTAINED INSPECTION BY BL EALTH. FROM BOARD OFR TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. I. OWNERS ENGINEES AS REQUIRED, SEE NOTES ON PLAN 12. Bt1FFER plA"%l r i/4" PER FT. MIN. AWAY FROM BUILDING. n,Tru c1t\[WEItiLF TO BE PIPED TO DRAINS AS INDICATED. 2% MIN. PITCH. _-_..._' __ ., yr EMERGENCY VEHICLE ACCESS DRIVE 4" THICK PORTLAND CEMENT 12"PRCSD. GRAVEL WITH 3" LOAM & SEED OVER SIDEWALKS W/W.W.F. RAIL FENCE WITH REMOVABLE SECTION SCORE SECTIONS AT 4.5'. AT STREETLINE TO PREVENT ROUTINE ACCESS EXPANSION JOINTS AT 18' O.C. EXPANSION JOINT MATERIAL / PITCH 2% BRISTLE B M FINISH \ / AWAY FROM BLDG. 4 5„ , / e I ENT EXISTING TREES' OF AT LEAST 4i CALIPER THAT EXIST ,IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO I)'10T EXIST, 3" CALIPERI'TREES SHALL BE PLANTED A INTER VALS'OF AT MOST 20' (3Q7.4.4) (TYP, /ALL BUFFERS) MAP 38 PCL 122 ROBERT D. CANNON \ 26" °o°o 0 0 0 0 0 0° o 0 0 0 0 �O L--_,Nf `t+ L VY A� I B '1/8" 0°000000 o0 o0 o6o'o°000°00000°000 - O _ ' °o°ooO° 0 0 0 0 0 000 0 o 0 0 o o_0.0°000°oYo°o°o o°o°o°000000 000°000 i ,yp Q- r>i' '_.--,, _ j SCREENING PER 301.4.5 0 0 4 ' WIDE PLANTING RIP MAINTAINED WITH DENSELY PLA B" COMPACTED GRAVEL a / 0 4 , t 'Z 01 oo mJ i .` %" PLANTED SHRUBS 5' HIGH 75% � � � t o o° EVERGREENS MIN. FENCE /' �4 / p .� ,'S TYP. WH RE INDICATED MAP 39 PCL 156 :D GRAVEL ALL AROUND ti "fig" �-�- ✓62 #'18 TRADERS LANE lOANUF. LeBIARON, BROCON, MA ��q, ' to' I � t I / MODEL: LT 1i05 I WEIGHT: 436 LBS NOTE: ALL SIDEWALKS TO CONFORM % ry0 c= >pryX? po �, �" t h5007 SF I ' ' TO ADA STANDARDS. i ,-4,�� O EDGE PAVE o0 tip --2p' ,_., ( j(0.34 AC.t) TYPICAL' ACCESS COV ILK CROSS SECTION �e�FFR ` I IYT o F SCALE: /3/a" = 1 0 1 NOT TO SCALE EDGE PAVE �°' / / / �-"'t I� CAPE COD BE / A NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY ( ( O / F, EXIST. SHED REPAIRED SECTIONS OF SIDEWALK ALONG RT.2B TO ! f TYP. MAP 0 PCL 156 /' j , r-"' ,,L._.. (� j ) / ti CONFORM TO PAVEMENT SECTION/ ' / - - LOT 1 LLIARDS REALTY TRUST j A -� R / / / �p 20. 47.040 SF ',% /.' (1.08 AC.±) 2 X 2' X^-88' IS TRENCH (TYP.) j. VER 4"SCH40 PIPES iRESERVE AREA r � VENT" � % I� .00 s NOT TO SCALE n ROG/e K�O°"� SEPTIC SYSTEM DESIGN DATA 00� 0 SEPTIC TANKS. RESTAURANT: 30 SEATS (35 GPD/SEAT) = 1050 GPD 1950'2007= 3900GAL. REO.: USE 4000 GAL STI 87 OTHER OCCUPANTS (9 GPD/OCCUPANT) = 783 GPD 1950-100%= 1950 GAL. REO- USE 2000 GAL ST2 BOO 4 1633 GPD GREASE TRAP 15(30)=450 GAL. USE 1000 CAL GREASE TRAP USE TOTAL DESIGN FLOW = 1950 GPD. LEACHING: USE (5) 2'X2'XB8' LEACHING TRENCHES = 268:�SF NO GARBAGE DISPOSAL ALLOWED CAPACITY: 2680 (34) = 1983 GPD> 1950 GPD, OK. PARKING CALCULATIONS: SCALE 1" = 1000' USE N-4 & H-11: 87 OCC. (1 SP/ 3 OCC.) = 29 SPACES USE H-10: 30 SEATS (ISP/3 OCC) = 10 SPACES 117 OCC. TOTAL 39 SPACES REQUIRED UTILITY POLE 39 SPACES PROVIDED INCL. 2 HCP. TREE CALC: 1 TREE/8 CARS = 5 REQ. i PROP'DSED 3" CAL. TREE (6) 3" CAL. PARKING TREES SHOWN PARKING TREE i,e4a ' OR BUIFFER TREE AS REQ. BUILDING EXIT DOOR RT. 28 BASELINE O DRAINAGE MANHOLE fk/ST C- GUY WIRE Sipfk�-- 9(lt 11' FIRE HYDRANT 66 OCATCH BASIN "Q° GAS GATE 4 LIGHT POLE \ LLQ WATER LINES fkrSr CURB CUT o GROUND LIGHT 'LAMBERTS" S �QO \ WATER GATE PROP. GRADE -ELL-- PROP. CONTOUR - - NOTES: THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-88B-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. !. ALL CONSTRUCTION MATERIALS. COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/Oft THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. S. VERTICAL DATUM IS NGVD29. F. TOP OF FOUNDATION IS 2.6' BELOW HIGH POINT IN ROAD (TRADER'S LANE) (4.6' VARIANCE 15 REQUESTED) i. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-HI�O UNLESS NOTED. ' PROPOSED WORK ONLY AND IS NOT TO I. THIS PLAN IS FOR BE USED FOR pRzOPERTY LINE STAKING. rF TO BE CONTAINED ON SITE. ALL STORM RUNOFF _D ALL DISTURBED AREAS NOT PAVED. 1. 6" LOAM AND SEE} SCH-40 PVC UNLESS NOTED. ), ALL SEPTIC PIPING TO BE BACKFILLED OR CONCEALED MTHOUT D. COMPONENTS NOT)ARD OF HEALTH AND PERMISSION OBTAINED INSPECTION BY BL EALTH. FROM BOARD OFR TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. I. OWNERS ENGINEES AS REQUIRED, SEE NOTES ON PLAN 12. Bt1FFER plA"%l r i/4" PER FT. MIN. AWAY FROM BUILDING. n,Tru c1t\[WEItiLF TO BE PIPED TO DRAINS AS INDICATED. 2% MIN. PITCH. _-_..._' __ ., yr EMERGENCY VEHICLE ACCESS DRIVE 4" THICK PORTLAND CEMENT 12"PRCSD. GRAVEL WITH 3" LOAM & SEED OVER SIDEWALKS W/W.W.F. RAIL FENCE WITH REMOVABLE SECTION SCORE SECTIONS AT 4.5'. AT STREETLINE TO PREVENT ROUTINE ACCESS EXPANSION JOINTS AT 18' O.C. EXPANSION JOINT MATERIAL / PITCH 2% BRISTLE B M FINISH \ / AWAY FROM BLDG. 4 5„ , / e I ENT EXISTING TREES' OF AT LEAST 4i CALIPER THAT EXIST ,IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO I)'10T EXIST, 3" CALIPERI'TREES SHALL BE PLANTED A INTER VALS'OF AT MOST 20' (3Q7.4.4) (TYP, /ALL BUFFERS) MAP 38 PCL 122 ROBERT D. CANNON \ 26" °o°o 0 0 0 0 0 0° o 0 0 0 0 �O L--_,Nf `t+ L VY A� I B '1/8" 0°000000 o0 o0 o6o'o°000°00000°000 - O _ ' °o°ooO° 0 0 0 0 0 000 0 o 0 0 o o_0.0°000°oYo°o°o o°o°o°000000 000°000 i ,yp Q- r>i' '_.--,, _ j SCREENING PER 301.4.5 0 0 4 ' WIDE PLANTING RIP MAINTAINED WITH DENSELY PLA B" COMPACTED GRAVEL a / 0 4 , t 'Z 01 oo mJ i .` %" PLANTED SHRUBS 5' HIGH 75% � � � t o o° EVERGREENS MIN. FENCE /' �4 / p .� ,'S TYP. WH RE INDICATED MAP 39 PCL 156 :D GRAVEL ALL AROUND ti "fig" �-�- ✓62 #'18 TRADERS LANE lOANUF. LeBIARON, BROCON, MA ��q, ' to' I � t I / MODEL: LT 1i05 I WEIGHT: 436 LBS NOTE: ALL SIDEWALKS TO CONFORM % ry0 c= >pryX? po �, �" t h5007 SF I ' ' TO ADA STANDARDS. i ,-4,�� O EDGE PAVE o0 tip --2p' ,_., ( j(0.34 AC.t) TYPICAL' ACCESS COV ILK CROSS SECTION �e�FFR ` I IYT o F SCALE: /3/a" = 1 0 1 NOT TO SCALE EDGE PAVE �°' / / / �-"'t I� CAPE COD BE / A NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY ( ( O / F, EXIST. SHED REPAIRED SECTIONS OF SIDEWALK ALONG RT.2B TO ! f TYP. MAP 0 PCL 156 /' j , r-"' ,,L._.. (� j ) / ti CONFORM TO PAVEMENT SECTION/ ' / - - LOT 1 LLIARDS REALTY TRUST j A -� R / / / �p 20. 47.040 SF ',% /.' (1.08 AC.±) 2 X 2' X^-88' IS TRENCH (TYP.) j. VER 4"SCH40 PIPES iRESERVE AREA r � VENT" � % I� .00 SCREENING /, i ASSESSORS MAP 30 PCL 156 / �'. r (OLD MAP 25 PCL A4) 301.4.5 � l " / /' i /sop, /' ,/ o '� / � % PLAN REF. LCP 30017A /' /i ....... L / l CTF#142804 '-10j / f /' / / '/ i / ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES) 3.92 �Q / / / / /' / i /' // / 8 R SETBACKS: 30' FRONT, 25' SIDE, 20' REAR -a"X 6'm �Db GA MAX BUILDING COVERAGE 25% IT (NP.) SFT-- LEACH/P�,S WI i /� / EXISTING STEEL BUILDIG / MAX. IMPERVIOUS COVERAGE: 70% PAI J . P T ST JE Y. / ( GROUNDWATER OVERLAY DISTRICT: NONE ID / �' goo$, ✓ / 2)6 / % FLOODZONE: C&B (YAR. PANEL 5) r / / a� 4 I EXISTING USE: VACANT BUILDINGS Ii PROPOSED USE: N-4 BILLIARD ESTABLISHMENT / MAP 3o PCL i55 e o i 2poo F&G EL, 16.0 & ACCESSORY 30 SEAT RESTAURA / 1 / / / / o / Vol NT,H-10 BOTTOM TH2 & ACCESSORY RETAIL (300 SF) H-11 #8 TRADERS LANE . NO � 9 - / LOTTED 12"HDPE 1 ' � /, ; i / i / / ry0 - i WITH 2'X3STONE'/ EL. 6.9 8 X6 VPSTERI CED' / �' TRENCH DRAIN r �' / ! 1 ( LOT SIZE. 47,040 SF± (1.08 AC.±) NO WATER FOUND / �'• DUMPSTER PAD 2000 «LL��AAAALLLL ;'; / NP) / _.�/" / D IMPERVIOUS PAVING 20577/47040= 43.77 ( INV.'S EDGE OF PRO POSED PAVED PROPOSE / - ,• I'- - - _ O �\ / L �,,_ (//� 12.9 / I PARKNCr'(TY-p.) /! PROPOSED BUILDING COVERAGE: 6950/47040 = 14.8% (<25i O.K.) TOTAL IMPERVIOUS COVERAGE: 28510/47040 = 58.5% (<709' O.K.) / N + T1 /2 p0 _--"--op HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S „ O LABELED "DRAIN" / 4"mSCH-40 PVC j (- ,� 4000 j p' �' A�� )� t( ,/ EXISTING DRILL (2) 1"0 HOLES IN COVER 2'X 2' GRATE (TYP.) / AT 2% MIN. (TYP.) / 10 GAL /T „00' �J ,� BUILDING , / INV.'S .1// i SEE PAVEMENT CROSS SECTION "OUALITY LANDSCAPE ' \ - l ` ! RS_ _ G 20 12.9/0 , / I & IRRIGATION" I B: R�28 _. _.... 28 / '� S ` ' ' ? - .ts /: 0 1 &G / // '/ ' MIRAFI 140N FABRIC OVER H-20 O' o°. ]2 /) O ✓ 6.�3' ' / /% 4' MIN. PEASTONE RISERS PRECAST SOLID H-20 20 - ) ( h _ _ / 12" O HDPE `O 1 @ e _ MAP 34 PCL 157 AS REO. ADS N-12 OR EQ. DRILL (2) 1"m�\.� I PROPOSED ROOF DRAIN FfR ` _ .---_ _ _ _ \ - ---- `, ---- __-_. //„ // J D G REALTY CORP j HOLES MO(TYP) i I INV. EL 13.5 yam_ -V� // #3'42 & #?44 ' lG _ ...r 'rr v t a ��o-F�. -F / ✓,'- SEE DTA,lL 2.0' : BFEO'y'�... • }, __ -- _L. �) ///j j SLOTTED H-2� PROPOSED A \ „ % 12"O HDPE 3' b _ _.. - / _ C.Bp TRAP % \ � SWALE""'•.a 2 - ;r o � ..�- � _...-... _.._ -" .?. :--\. p. ,,,, ' � � ��INV LISTED H 20 PIPE I I r .� - 72"e y PE 1000 GALLON /1 p000C JCA / 1 I,/ •Q�, �\ o ti'". I /// _ / / - Z LEACHPIT ` ?\rr // d, _. COXC-8„ SHOREY I LPt000H-20 OR EQUAL 1000 GALLONPROPOSEDP RECAST O H-20 CATCH BASIN DA1 0 BASIN H-200RYSOLID E ID a i , \\ m d' / �/ '' �- �! - �t N �:,: .6" WASHED STONE UNDERN EA H �SEC7IONAL PLATE BETWEEN STRUCTURES H __... _ _ _ STRUCTURE, COMPACTED CHAp� i a°d�._ i% _{ 1 DRAINAGE SEE TRENCH CROSS SECTION i PROPOSED BUILDING _ '� 4' MIN AROUND PIT / /A 5 i O ::! J , j' DA AREA 3/4" - 1 i/2" MIRAFI 140N FABRIC OVER / STORY WOODFRAME \CPL h \ 2� MIN o. // ' 4" PEASTONE OVERLAP 12" r I f J REMAINS WOOD FENCE SKETCH WASHED STONE (TYP.) T P FOUND. EL 'jiff:67 Q \I S i� / /'\, 1 ALONG LOT LINE 1"=200' ro e� = SLAB EL,;�f't8.0:' �,•�-EXfSTING BLDG. ✓/CP 12"m SLOTTED H-20 6950 SF, '> To BE REMOVED / DRAINAGE CALCULATIONS:DRAINAGE SECTION G HDPE PIPE CR 0 S ADS RN ATE OR EQUAL S NOT TO SCALE BL \ '/ DRAINAGE AREA DA1 = 27,552 F, 25 YR STORM .75"-1.5" DOUBLE -_� EXISTING ROOF/PVT = 21,329 SF, GRASS/WOODS = 6223 SF CN=O 81 WASHED STONE RATIONAL METHOD Q=CIA = 0.81 4.50)(27552/43560)(448.8)=I 135 GPM CHAIN/LINK FENCE TO STREET 1035 GPM/0.7GPM/SF =1479 SF REQUIRED HOODED LIGHT 3. COMPACTED b" LIFTS 11 (REMOVE) USE 72' X 3' X 2' LEACHING TRENCH & (3) 1000 GAL LPITS Qu� 4 _ STONE 1 686 SF O.K. DRAINAGE AREA DA2= 13,300 SF, 25 YR STORM 2• REMOVE EXISTING CESSPOOL PAVEMENT = 1721 SF, GRASS/xnODS = 11579 SF CN=043 " RATIONAL METHOD Q=CIA = 0.43(4.5)(13300/43560)(448-8)=265 GPM _ 265 GPM/0.7GPM/SF= 378 SF REQUIRED \ DRAINAGE TRENCH CROSS SECTION ao /LOCATE AND REMOVE ANY EXISTING NTS ;j ) CESSPOOLS ON PROPERTY, FILL WITH USE 14' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT )a.oZ0 �..\ / /( CLEAN COMPACTED SAND. (TYP.) W/ 4' STONE - 486 SF. O.K. LIGHTING P ' W/ ; , : DRAINAGE AREA DA3= 4130 SF, 25 YR STORM OV SERIES POST TOP RATIONAL METH. Q=CIA = 0.95(5.5)(41 30/43 56 0)(448.8)/.7-31' SF QVG540-M 400HPS i GONG. ,STEPS `9 O., j 1 , C USE (1) 600 GAL. LEACHPIT WITH 4 STONE = 374 SF O.K. VC540 DRA7E VERTICAL/ TYPE V -HT Lam- 51000 LUMENS XIST. STREET SISN D g --� g - - - r PAT (TYP.) O. I OF EMERGENCY -EXIT \ / J - 25 TOTAL HT. VERIFY WITH VENDOR ETC. TRADERS IN FeR ��-ONLY - \ I/ ) THi TH2 - / ENGINEER: ARNE H. OJALA P.E. ENGINEER: ARNE H. OJALA P.E. PLS 20'X 4 X .120 SOVARE STEEL (TENON) DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING POLE GATE IN 4' CHAIN LINK ---_ / ,�/ IJ BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R.S. FENCE ALONG ED T uNE ` n �' 4"SCH4o PVC \ �. ` ]6NV, 13 ! EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST. '" !• DATE: 3-3-99 3 PM DATE: 3-3-99 3 PM CONDUIT AND ANCHOR BOLT CONTACTS: FENCE TO BE REMOVED C 4 k (NP j MIN,_ \O l6.0 f f SCREENING POSITION TO BE OBTAINED COZY TACT S: EXISTING CURB CUT f. c Off'---- - _ O _ 0-2' 0 LOAMY SAND 10YR2/1 0-2' 0 LOAMY SAND 10YR2/1 FROM LIGHTING MFG. NOT TO BE USED-ON'�NE- 0 ` 116 , 3' PROPOSED �O - �4Oo• 1� _ ,� 4' WIDE PLANTING STRIP MAINTAINED 2-6" E LOAMY SAND 10YR5/3 2-8" E LOAMY SAND 10YR5j3 APPLICANT/OWNER: BILLIARDS REALTY TRUST EXIST. S/W SIGN h - +'=j ! WITH DENSELY PLANTED SHRUBS 5' HIGH 6-22" B LOAMY SAND 10YR5/6 8-28" B LOAMY SAND 10YR5/t ROBERT D. WILKINS TRUSTEE O� o - L 24"m BASE 8' LONG FV m` O END GRANITE 75% EVERGREENS MIN. 22-126 C1 MED. SAND 2.5Y7/4 28-120" CI MED. SAND 2.5Y-,/4 z' 285 vANTER STREET gy, S -'15.3 1 INV .)11.9' 2' REVEAL HYANNIS, MA 02601 EP GRAN.CURB EL. 19.2 0" EL. 16.9 0" ]8 F&G EL 15.3 �� 606 GAL H-20 0 O r ASTM A-79 GRADE 60 CHRISTOPHER CO?Ola: PH. 771-5872 g• 1,. U•9E I"J`✓. 12.5' l� - - W,4' SjONE. 2 2" r_� STEEL REMF 1" MIN COVER 1 1 ) E E 6' -1 (4) #6'S VERTICAL MIN. TDM:HYDRANT TAG BOLT 1T 110 TgpcR 4Wk ��,^' �y ' 6` a" I E_ ;qM. PSI MIN CONCRETE ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL. 17.13 NGVD PT EVF1`L X5 r,>' �1 r B B 1 2* RIGID GALVANIZED 939 RT 6A FAX, 362-9880 67+41.68 IM✓S 11.9 F- STEEL SWEEP YARMOUTHPORT, MA ®��, EL. 17.4 22" ,8 BUILDING DESIGN: - GRANITE CURB INLET - EL 14.6 3 STIRRUPS AT 12"O.C. R CURRIE ARCHITECTURAL DESIGNER 't'/q � 01'f_ 1S _ 30G RADIUS 14.7 CI 27 MGALINUPOURED TES C1 POLE TSGHTS: 6 DEAN ROAD #327 EXISTING CHAIN LINK ENCE ✓STjN T CURL -�- 33 1 FTOP PERC K2 MIN /IN STOUGHTON, MA 02072 "BAY COLONY BAGEL CC) / L / 8" H-20 FAC 4"OSCH-40 PVC AT 2% MIN. FROM ROOF DRAINS INVERT LISTED--�- _ TO BE REM VED. C AT 48 PH. 1-781-344-3336 EXIST C RgOE\ 53 6' TAPER SECTION FAX 1-781-344-3336 ' CUR& ,_„ 6 1HB GRANITE CURBS p, / EL. 8.7 126" EL 6.9 120" Z , CURL T 8 6' TAPER ScCt10N \✓2 NO GROUNDWATER FOUND NO GROUNDWATER FOUND-y"?ry;: 28 BASELINE / �DU s, 12" X 3' "TOPCOAT SITE PLAN F n 4S' D" REVEAL -D �' CCBERM 6" LO SEES DISTURBED AREAS II STgTf H/CHw� ,� E EW T AND :12MATCH ESLtITPEG I ?8 oO f WHERE _N'O 2" BINDER Y C4X 6 (TYP. BOTH SIDES) +- O MASS DPW OF LAND IN '{ OUT 68+54.12 h TYPE 11 0000000°000 000 ": •,,,.J ADJUSTING BLOCKS/H-20 RISER I o 0 0 (WEST) YARMO UTH � Mak +^ MORTAR ALL COMPONENTS #335 I ,Y 12*'PROCESSED GRAVEL .t L�(ttP.) 'YARMOUTH HOUSE" o IN CONC ITE C. AT URB TENTRANCE MDPW M1.03.1 VIB. ROLLER COMPACTED CUKtl IN LIS UN LNIKANGL bAJINS \ KtMUVt. IUY A' SUDJUIL CUMPA(,I JUCf1AJ11 t 1lL/1 rV1tl:LL t'vtl \l- ` '. \ 4" MIN. PEASTONE O AND MIRAFI 140NS fk✓ 6g FABRIC OVER STONE " BILLIARDS REALTY TRUST off 508-362-4541 " PAVEMENT CROSS SECTION °I f)I-O" X 6'0 H-20 0 „."N, '; fox 508 362-9860 CU� NOT TO SCALE #336 ROUTE 28 i �0 IAL cO `r SHO LE ACHPIT �Y OR EQUAL o o� down cape engineering, Inc. CIVIL ENGINEERS DOUBT -0 - 1 1/2" LAND SURVEYORS 4' MIE WASHED STONE IN AROUND PIT 939 main St. yarmouthport, ma 02675 ROOF DRAIN SECTION R 4e � DATE WEST YARMOUTH, MA 02673 SCALE: 1"=20' DATE: 3-23-99 20 0 20 40 60 Feet REVISED: 6-11-99 llo REVISED: 11-8-99 (ROTATE BLDG ETC) O REVISED: 11-12-99 (DRAINAGE, MISC.) REVISED: 11-22-99 (BUFFERS) L.S. REVISED: 12-1-99 (FIRE ACCESS RD, NOTES) 0 s n ROG/e K�O°"� 00� 0 LOCUS m � f r P ( s � BOO 4 0 u LOCUS MAP SCALE 1" = 1000' SCREENING /, i ASSESSORS MAP 30 PCL 156 / �'. r (OLD MAP 25 PCL A4) 301.4.5 � l " / /' i /sop, /' ,/ o '� / � % PLAN REF. LCP 30017A /' /i ....... L / l CTF#142804 '-10j / f /' / / '/ i / ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES) 3.92 �Q / / / / /' / i /' // / 8 R SETBACKS: 30' FRONT, 25' SIDE, 20' REAR -a"X 6'm �Db GA MAX BUILDING COVERAGE 25% IT (NP.) SFT-- LEACH/P�,S WI i /� / EXISTING STEEL BUILDIG / MAX. IMPERVIOUS COVERAGE: 70% PAI J . P T ST JE Y. / ( GROUNDWATER OVERLAY DISTRICT: NONE ID / �' goo$, ✓ / 2)6 / % FLOODZONE: C&B (YAR. PANEL 5) r / / a� 4 I EXISTING USE: VACANT BUILDINGS Ii PROPOSED USE: N-4 BILLIARD ESTABLISHMENT / MAP 3o PCL i55 e o i 2poo F&G EL, 16.0 & ACCESSORY 30 SEAT RESTAURA / 1 / / / / o / Vol NT,H-10 BOTTOM TH2 & ACCESSORY RETAIL (300 SF) H-11 #8 TRADERS LANE . NO � 9 - / LOTTED 12"HDPE 1 ' � /, ; i / i / / ry0 - i WITH 2'X3STONE'/ EL. 6.9 8 X6 VPSTERI CED' / �' TRENCH DRAIN r �' / ! 1 ( LOT SIZE. 47,040 SF± (1.08 AC.±) NO WATER FOUND / �'• DUMPSTER PAD 2000 «LL��AAAALLLL ;'; / NP) / _.�/" / D IMPERVIOUS PAVING 20577/47040= 43.77 ( INV.'S EDGE OF PRO POSED PAVED PROPOSE / - ,• I'- - - _ O �\ / L �,,_ (//� 12.9 / I PARKNCr'(TY-p.) /! PROPOSED BUILDING COVERAGE: 6950/47040 = 14.8% (<25i O.K.) TOTAL IMPERVIOUS COVERAGE: 28510/47040 = 58.5% (<709' O.K.) / N + T1 /2 p0 _--"--op HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S „ O LABELED "DRAIN" / 4"mSCH-40 PVC j (- ,� 4000 j p' �' A�� )� t( ,/ EXISTING DRILL (2) 1"0 HOLES IN COVER 2'X 2' GRATE (TYP.) / AT 2% MIN. (TYP.) / 10 GAL /T „00' �J ,� BUILDING , / INV.'S .1// i SEE PAVEMENT CROSS SECTION "OUALITY LANDSCAPE ' \ - l ` ! RS_ _ G 20 12.9/0 , / I & IRRIGATION" I B: R�28 _. _.... 28 / '� S ` ' ' ? - .ts /: 0 1 &G / // '/ ' MIRAFI 140N FABRIC OVER H-20 O' o°. ]2 /) O ✓ 6.�3' ' / /% 4' MIN. PEASTONE RISERS PRECAST SOLID H-20 20 - ) ( h _ _ / 12" O HDPE `O 1 @ e _ MAP 34 PCL 157 AS REO. ADS N-12 OR EQ. DRILL (2) 1"m�\.� I PROPOSED ROOF DRAIN FfR ` _ .---_ _ _ _ \ - ---- `, ---- __-_. //„ // J D G REALTY CORP j HOLES MO(TYP) i I INV. EL 13.5 yam_ -V� // #3'42 & #?44 ' lG _ ...r 'rr v t a ��o-F�. -F / ✓,'- SEE DTA,lL 2.0' : BFEO'y'�... • }, __ -- _L. �) ///j j SLOTTED H-2� PROPOSED A \ „ % 12"O HDPE 3' b _ _.. - / _ C.Bp TRAP % \ � SWALE""'•.a 2 - ;r o � ..�- � _...-... _.._ -" .?. :--\. p. ,,,, ' � � ��INV LISTED H 20 PIPE I I r .� - 72"e y PE 1000 GALLON /1 p000C JCA / 1 I,/ •Q�, �\ o ti'". I /// _ / / - Z LEACHPIT ` ?\rr // d, _. COXC-8„ SHOREY I LPt000H-20 OR EQUAL 1000 GALLONPROPOSEDP RECAST O H-20 CATCH BASIN DA1 0 BASIN H-200RYSOLID E ID a i , \\ m d' / �/ '' �- �! - �t N �:,: .6" WASHED STONE UNDERN EA H �SEC7IONAL PLATE BETWEEN STRUCTURES H __... _ _ _ STRUCTURE, COMPACTED CHAp� i a°d�._ i% _{ 1 DRAINAGE SEE TRENCH CROSS SECTION i PROPOSED BUILDING _ '� 4' MIN AROUND PIT / /A 5 i O ::! J , j' DA AREA 3/4" - 1 i/2" MIRAFI 140N FABRIC OVER / STORY WOODFRAME \CPL h \ 2� MIN o. // ' 4" PEASTONE OVERLAP 12" r I f J REMAINS WOOD FENCE SKETCH WASHED STONE (TYP.) T P FOUND. EL 'jiff:67 Q \I S i� / /'\, 1 ALONG LOT LINE 1"=200' ro e� = SLAB EL,;�f't8.0:' �,•�-EXfSTING BLDG. ✓/CP 12"m SLOTTED H-20 6950 SF, '> To BE REMOVED / DRAINAGE CALCULATIONS:DRAINAGE SECTION G HDPE PIPE CR 0 S ADS RN ATE OR EQUAL S NOT TO SCALE BL \ '/ DRAINAGE AREA DA1 = 27,552 F, 25 YR STORM .75"-1.5" DOUBLE -_� EXISTING ROOF/PVT = 21,329 SF, GRASS/WOODS = 6223 SF CN=O 81 WASHED STONE RATIONAL METHOD Q=CIA = 0.81 4.50)(27552/43560)(448.8)=I 135 GPM CHAIN/LINK FENCE TO STREET 1035 GPM/0.7GPM/SF =1479 SF REQUIRED HOODED LIGHT 3. COMPACTED b" LIFTS 11 (REMOVE) USE 72' X 3' X 2' LEACHING TRENCH & (3) 1000 GAL LPITS Qu� 4 _ STONE 1 686 SF O.K. DRAINAGE AREA DA2= 13,300 SF, 25 YR STORM 2• REMOVE EXISTING CESSPOOL PAVEMENT = 1721 SF, GRASS/xnODS = 11579 SF CN=043 " RATIONAL METHOD Q=CIA = 0.43(4.5)(13300/43560)(448-8)=265 GPM _ 265 GPM/0.7GPM/SF= 378 SF REQUIRED \ DRAINAGE TRENCH CROSS SECTION ao /LOCATE AND REMOVE ANY EXISTING NTS ;j ) CESSPOOLS ON PROPERTY, FILL WITH USE 14' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT )a.oZ0 �..\ / /( CLEAN COMPACTED SAND. (TYP.) W/ 4' STONE - 486 SF. O.K. LIGHTING P ' W/ ; , : DRAINAGE AREA DA3= 4130 SF, 25 YR STORM OV SERIES POST TOP RATIONAL METH. Q=CIA = 0.95(5.5)(41 30/43 56 0)(448.8)/.7-31' SF QVG540-M 400HPS i GONG. ,STEPS `9 O., j 1 , C USE (1) 600 GAL. LEACHPIT WITH 4 STONE = 374 SF O.K. VC540 DRA7E VERTICAL/ TYPE V -HT Lam- 51000 LUMENS XIST. STREET SISN D g --� g - - - r PAT (TYP.) O. I OF EMERGENCY -EXIT \ / J - 25 TOTAL HT. VERIFY WITH VENDOR ETC. TRADERS IN FeR ��-ONLY - \ I/ ) THi TH2 - / ENGINEER: ARNE H. OJALA P.E. ENGINEER: ARNE H. OJALA P.E. PLS 20'X 4 X .120 SOVARE STEEL (TENON) DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING POLE GATE IN 4' CHAIN LINK ---_ / ,�/ IJ BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R.S. FENCE ALONG ED T uNE ` n �' 4"SCH4o PVC \ �. ` ]6NV, 13 ! EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST. '" !• DATE: 3-3-99 3 PM DATE: 3-3-99 3 PM CONDUIT AND ANCHOR BOLT CONTACTS: FENCE TO BE REMOVED C 4 k (NP j MIN,_ \O l6.0 f f SCREENING POSITION TO BE OBTAINED COZY TACT S: EXISTING CURB CUT f. c Off'---- - _ O _ 0-2' 0 LOAMY SAND 10YR2/1 0-2' 0 LOAMY SAND 10YR2/1 FROM LIGHTING MFG. NOT TO BE USED-ON'�NE- 0 ` 116 , 3' PROPOSED �O - �4Oo• 1� _ ,� 4' WIDE PLANTING STRIP MAINTAINED 2-6" E LOAMY SAND 10YR5/3 2-8" E LOAMY SAND 10YR5j3 APPLICANT/OWNER: BILLIARDS REALTY TRUST EXIST. S/W SIGN h - +'=j ! WITH DENSELY PLANTED SHRUBS 5' HIGH 6-22" B LOAMY SAND 10YR5/6 8-28" B LOAMY SAND 10YR5/t ROBERT D. WILKINS TRUSTEE O� o - L 24"m BASE 8' LONG FV m` O END GRANITE 75% EVERGREENS MIN. 22-126 C1 MED. SAND 2.5Y7/4 28-120" CI MED. SAND 2.5Y-,/4 z' 285 vANTER STREET gy, S -'15.3 1 INV .)11.9' 2' REVEAL HYANNIS, MA 02601 EP GRAN.CURB EL. 19.2 0" EL. 16.9 0" ]8 F&G EL 15.3 �� 606 GAL H-20 0 O r ASTM A-79 GRADE 60 CHRISTOPHER CO?Ola: PH. 771-5872 g• 1,. U•9E I"J`✓. 12.5' l� - - W,4' SjONE. 2 2" r_� STEEL REMF 1" MIN COVER 1 1 ) E E 6' -1 (4) #6'S VERTICAL MIN. TDM:HYDRANT TAG BOLT 1T 110 TgpcR 4Wk ��,^' �y ' 6` a" I E_ ;qM. PSI MIN CONCRETE ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL. 17.13 NGVD PT EVF1`L X5 r,>' �1 r B B 1 2* RIGID GALVANIZED 939 RT 6A FAX, 362-9880 67+41.68 IM✓S 11.9 F- STEEL SWEEP YARMOUTHPORT, MA ®��, EL. 17.4 22" ,8 BUILDING DESIGN: - GRANITE CURB INLET - EL 14.6 3 STIRRUPS AT 12"O.C. R CURRIE ARCHITECTURAL DESIGNER 't'/q � 01'f_ 1S _ 30G RADIUS 14.7 CI 27 MGALINUPOURED TES C1 POLE TSGHTS: 6 DEAN ROAD #327 EXISTING CHAIN LINK ENCE ✓STjN T CURL -�- 33 1 FTOP PERC K2 MIN /IN STOUGHTON, MA 02072 "BAY COLONY BAGEL CC) / L / 8" H-20 FAC 4"OSCH-40 PVC AT 2% MIN. FROM ROOF DRAINS INVERT LISTED--�- _ TO BE REM VED. C AT 48 PH. 1-781-344-3336 EXIST C RgOE\ 53 6' TAPER SECTION FAX 1-781-344-3336 ' CUR& ,_„ 6 1HB GRANITE CURBS p, / EL. 8.7 126" EL 6.9 120" Z , CURL T 8 6' TAPER ScCt10N \✓2 NO GROUNDWATER FOUND NO GROUNDWATER FOUND-y"?ry;: 28 BASELINE / �DU s, 12" X 3' "TOPCOAT SITE PLAN F n 4S' D" REVEAL -D �' CCBERM 6" LO SEES DISTURBED AREAS II STgTf H/CHw� ,� E EW T AND :12MATCH ESLtITPEG I ?8 oO f WHERE _N'O 2" BINDER Y C4X 6 (TYP. BOTH SIDES) +- O MASS DPW OF LAND IN '{ OUT 68+54.12 h TYPE 11 0000000°000 000 ": •,,,.J ADJUSTING BLOCKS/H-20 RISER I o 0 0 (WEST) YARMO UTH � Mak +^ MORTAR ALL COMPONENTS #335 I ,Y 12*'PROCESSED GRAVEL .t L�(ttP.) 'YARMOUTH HOUSE" o IN CONC ITE C. AT URB TENTRANCE MDPW M1.03.1 VIB. ROLLER COMPACTED CUKtl IN LIS UN LNIKANGL bAJINS \ KtMUVt. IUY A' SUDJUIL CUMPA(,I JUCf1AJ11 t 1lL/1 rV1tl:LL t'vtl \l- ` '. \ 4" MIN. PEASTONE O AND MIRAFI 140NS fk✓ 6g FABRIC OVER STONE " BILLIARDS REALTY TRUST off 508-362-4541 " PAVEMENT CROSS SECTION °I f)I-O" X 6'0 H-20 0 „."N, '; fox 508 362-9860 CU� NOT TO SCALE #336 ROUTE 28 i �0 IAL cO `r SHO LE ACHPIT �Y OR EQUAL o o� down cape engineering, Inc. CIVIL ENGINEERS DOUBT -0 - 1 1/2" LAND SURVEYORS 4' MIE WASHED STONE IN AROUND PIT 939 main St. yarmouthport, ma 02675 ROOF DRAIN SECTION R 4e � DATE WEST YARMOUTH, MA 02673 SCALE: 1"=20' DATE: 3-23-99 20 0 20 40 60 Feet REVISED: 6-11-99 llo REVISED: 11-8-99 (ROTATE BLDG ETC) O REVISED: 11-12-99 (DRAINAGE, MISC.) REVISED: 11-22-99 (BUFFERS) L.S. REVISED: 12-1-99 (FIRE ACCESS RD, NOTES) 0