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Home My WebLink About193 Whites Path - Site Plan 3BASIN H-20 OR EQUAL .._` S17. ECTIONAL PLATE Wa$uFp SIO" ....... ... COMPACTED G Ur�S .... .. T•'.. 6WASHED ONE UNDEP.NEA 3 3'X3' LEACHING TRENCH TYPE A ''.,• STRUCTURE, COMPACTED BETWEEN STRUCTURES 4' MiN AROUND PIT SEE TRENCH CROSS SECTION 3/4' - 1 1/2" 31 WASHED STONE (TYP.)TRENCU CROSS SECTION NOT TO SCALE YIIGH�iTAY (RT. 6) MID CAPE FENCED NO ACCESS) (STATE HIGHWAY - PATH a 60TEJsQWq'HAY EPFL 1' CAPE COD BERM o- HI PT 49.3 a _ l-k- i-, 0 LEGEND O-SES'E? MANHOLE y,6G Q WATER GATE O CATCH BASIN 55 PROPOSED CONTOUR CO -3 UTILITY POLE 31r, GROUND LIGHT EXISTING POLE LIGHT GOo GAS VALVE �j FREE STANDING SIGN O DRAINAGE MANHOLE GUY WIRE f OA.D. AREA DRAIN O CABLE RISER CATV 0 EXISTING SHRUB EXISTING HYDRANT EXISTING TREE (4' MIN.) ?j PROPOSED SHRUB PROPOSED 3" CALIPER PARKING/BUFFER TREE PROPOSED LEACHING PIT • ` & LEACHING TRENCH POST & RAIL FENCE EXISTING CHIMNEY G \ GAS LINE M a DRAINAGE TYPE A NIS \ 4 WA `EEO ,r ISTIN EDE PAVE (TYP.) AP.O. AP,O- ";) \ Sp \\� P"r , ,Ey r\ \ 9 SQ PA` E I ...) \� ey. 0�5 i I EXISING SEPTIC SQA T . TO R, ---A N VA i AP .OX LOCATION (4) LEACH-PIT,"S 0 i 15 EFF. ?t4 X \^ 8.25' DT -P. S II: HYDRANT ON TAG BOLT 1 871 EL = 49.62' 24' I-RAz ji-20 RATEa LEBA°ON OR _EQUAL SCALE: 3/4" 1'-0 MINIMUM WEIGHT: 388 LBS. 30 G SPACES - ti Oc- COU i DATE: 11-30-00 RACQU_TBAS1. COUR,S! (2,(2 SP T. lz A I RACQUET& L ,i 1 , 5� PInh 'S (tj3'} = DRAL`t"GE CALCULATIONS: S 187 SPACE _: EXERCISE RO'1": SEAT TAVERN (1 SP / 3 OCC.) GR�r 4ES7ER,V ZJ, 60 SEAT RESTAURANT ( 1 SP / 3 OCC.)= 20 SPACES RO 8.3. St'' .£S •..�. OPi n'.rE AR'_A DA.1 = 20,361 Sr,25 YR NORM (ADDITION AREA) Mip CAPES HI, GKWAY RT.6 POOL: 40 BATHERS (t SP /3. OCC.) = 13.3 SPES - WH17E5 PATH i HEAVY DUTY H-20 COVER `DRAIN' _ LOCUS ' l F AREA = 20 361 CURVE NUMBAR = 0.99 L' -EIA 0.99�50d,140361/43560)(4"8.8)=1245 GPM SCALE 1" 30 ,p 112 SPACES PROV•OED (HCP SPACES, !. ACCESS LANE, NOTES) LABELED DRILL 2 1.4 HOLES IN COVER 15 TREES PROVIDED RATI. V-' M'E?IOD = 1245 GPM/O.7GPM/SF -1780 4 R 6"PED 521CMR: 5 ACCESSIBLE SPACES REQ, 5 PROV'>.DED INCL WN SPACE 9 PROPOSED SEPT:C CALCULATIONS: OFFICE: 1900 SF ( 75 GPD/1000 SO 142.5 GPD 1 4 `MGRTAR AL,_ COMPONENTS USE X 3' X LEACHING TRENCH & (4) 1000 GAL tP;iS 9 GPD .a SCALE 1" 2083' H-20 - 2250 GPD 62.5 GPD DRILL LLS(2) _ (EYP.) 42 _ RACQ+ET?A!.L ('.TS:, (2 (175 EX £R^ISE ROOF. 56 PERSON_ (25 GPO) - 1 0S. W/ 4' STONE 1870 SE. O.K. EXERCISE ROOM: 56 PERSONS {25 GPO) 50 SEAT RESTA'J2"NT (35 GPD/SEAT) - 140^ GPD 2700 GPD A MIR rI 14ON FABRIC OVER 4" MIN. PEASTONE PRECAST o SOLID H-20 1% MIN. FROM l v£RT ELEVAT ON DP :N:,GE RTA DA2 = 20,232 SF, 25 YR STORM (ROOF/FIRE LANE AREA) k RISERS o 12"'o HDPE ROOF DRAINS AS LISTED ON SITE PLAN 4/EL GN -C.4 AR.� 101132 C.1`I. - 0.99 1532 - AS REQ. ADS N-12 04 EQ" OR CATCH BASIN CI -1 =b5,'y^/G C' 099 1�132� 0.40(10100 (410232 -`J.70 R.,I, t•WL �ET}iC 0 -CIA = 6.70��) 20232/43580)(4-.8.8)=B03 GPIA 2.0' (iYPJ 803 GP.lI/O.7GPM/SF =1146 SF �iE, RED USE 41' X 3' X 3' LEACH -ANG TRENCH Ee (2) 106C GAL LPITS 2.0' (TYP.) 3 W/ 4- STONE = 1205 SF. O.K. - PROPOSED ''• C.B- TRAP 12'0 HDPE PIPE DRINNAGE AREA DA -3 = 12635 SF, 25 YR STORM (REAR OF BUBBLE) :INV. LISTED� - H-20 ELBOW MIRAPI 140N FA30IC OVIR P.A7CNAL METF30 Q=C:A = 0.95(5.5)(12685/43580)(448.8)=683 GPM 1000 GALLON - 4" P£ASTIONE OVERLAP '2" 683 GPU/a.7GPU/SF -976 SF REQUIRED USE 228' X 3' X 2' LEAOHING TRENCH 5' EFF. LEACHING AREA PER FT) LEACHPIT ' PROPOSED t2"3 SLOT7Ea H 1140 SF > 976 SF O.K. ... s'4X6'-8' SHOPEY 10(?0 GAL!ON PRECAST CORRUGATED HOPE LIFE -'0X5, LPICCOH-20 OR EQUAL H-20 CATCH BASIN -8' 5r'OREY soul ADS N-12 OF EQU<: - 32' r--- BASIN H-20 OR EQUAL .._` S17. ECTIONAL PLATE Wa$uFp SIO" ....... ... COMPACTED G Ur�S .... .. T•'.. 6WASHED ONE UNDEP.NEA 3 3'X3' LEACHING TRENCH TYPE A ''.,• STRUCTURE, COMPACTED BETWEEN STRUCTURES 4' MiN AROUND PIT SEE TRENCH CROSS SECTION 3/4' - 1 1/2" 31 WASHED STONE (TYP.)TRENCU CROSS SECTION NOT TO SCALE YIIGH�iTAY (RT. 6) MID CAPE FENCED NO ACCESS) (STATE HIGHWAY - PATH a 60TEJsQWq'HAY EPFL 1' CAPE COD BERM o- HI PT 49.3 a _ l-k- i-, 0 LEGEND O-SES'E? MANHOLE y,6G Q WATER GATE O CATCH BASIN 55 PROPOSED CONTOUR CO -3 UTILITY POLE 31r, GROUND LIGHT EXISTING POLE LIGHT GOo GAS VALVE �j FREE STANDING SIGN O DRAINAGE MANHOLE GUY WIRE f OA.D. AREA DRAIN O CABLE RISER CATV 0 EXISTING SHRUB EXISTING HYDRANT EXISTING TREE (4' MIN.) ?j PROPOSED SHRUB PROPOSED 3" CALIPER PARKING/BUFFER TREE PROPOSED LEACHING PIT • ` & LEACHING TRENCH POST & RAIL FENCE EXISTING CHIMNEY G \ GAS LINE M a DRAINAGE TYPE A NIS \ 4 WA `EEO ,r ISTIN EDE PAVE (TYP.) AP.O. AP,O- ";) \ Sp \\� P"r , ,Ey r\ \ 9 SQ PA` E I ...) \� ey. 0�5 i I EXISING SEPTIC SQA T . TO R, ---A N VA i AP .OX LOCATION (4) LEACH-PIT,"S 0 i 15 EFF. ?t4 X \^ 8.25' DT -P. S II: HYDRANT ON TAG BOLT 1 871 EL = 49.62' 24' I-RAz ji-20 RATEa LEBA°ON OR _EQUAL SCALE: 3/4" 1'-0 MINIMUM WEIGHT: 388 LBS. ASSESSORS: MAP 98 PCIS 77 I(OLD MAP 87 PCL MI ADDRESS: #193 ii'HITES PATH, SOUTH YARMOUTH, MA PLAN REF. 2-28-86 DCE PLAN, LCP'S ZONING DISTRICT: B3 SETBACKS: 30' FRONT, 10' SIDE, 30' REAR MAY. BUILDING COVERAGE 35% MAX Lbv°^RViOUS COVERAGE: 70% -- AS. GR eNAYGROUNDAF" TER OVERLAY DISTRICT:I APD REMIOVE PAVEMENT ---- FLOODZONM C W/NEAT SAW CUT O' 6 LOAM & SEED \ -4g "-' E''IST_NG USE: N-8 PRIVATE SPORTS CLUB W/METAL SOROER .70"'� TYP. PT'.^POSED USE'. N -B PRIVATE SPORTS CLUB �r R-- - LOT SIZE' 169,370 SFi (3.89 AC,t) RR O 370- 39.53 1 c pE E%906 15 EXISTING IMPERVIOUS PAL^NG :79015/163370= 46.7ry PROPOS D IM.PE PAVING / CNr:•��1+v4. t t EXISTING BUILDIM1G COVERe.GE: 42757/169370 25.2% (< PROPOSED BUILDI4G CCVx"RAGE: 511577/169370 30.45.`x. (<357 O.K SIGN DETA;L EXISTING TOTAL IMP. COVERs•.GE: 121772/169370 71.8 (>707, N.G. PROPOSED TOTAL tM?. COVER;,GP: f t8329/16937D 6S.9 (<70s. G.k <\ �•' SCALE 1"=10' �' t `50 �� sg CHAIN LINK FENCE EXISTING �' ; rJ ON AS. PROPERTY FEX STING PA P"1 :, CA CJLA7 ONS: _ ._ \ � I ", "+A I , - PROPOSED PA 0 SP (ISP/20 CALCULATIONS: EDGE PAVE - EASE. & SOUTH FICE: 19DO SF (1 SP j7.G0 SF) 9.5 SPACES O-FICE: 1900 SF {t SP /2C0 SF) _ 9.5 SPACES fi' LOT LINES TTL; 175 SF I SP. / 210) O8 SPACES Rt�„'e� A 175 Sc (1 SPSP/ T1C� - Z'1C0 S"- `S ISLANDS ,0 / C ) NPP EDGE. PAY-(7Y'•I,- -.b i 6\� ,ELMS COURTS: �10) `3 SP/CT.) , q - 1 \ \ ` r \3�1� ! 6._1 30 G SPACES - ti Oc- COU i DATE: 11-30-00 RACQU_TBAS1. COUR,S! (2,(2 SP T. lz A I RACQUET& L ,i 1 , 5� PInh 'S (tj3'} = 18.7 SPA c5+••+. S 187 SPACE _: EXERCISE RO'1": SEAT TAVERN (1 SP / 3 OCC.) GR�r 4ES7ER,V ZJ, 60 SEAT RESTAURANT ( 1 SP / 3 OCC.)= 20 SPACES RO 8.3. St'' .£S •..�. _ Mip CAPES HI, GKWAY RT.6 POOL: 40 BATHERS (t SP /3. OCC.) = 13.3 SPES - WH17E5 PATH i - (ADJUST ACCESS :aL,,Us. ADD'L DRAINAGE) LOCUS ' l 3 STAKES MugiY Sp° m SCALE 1" 30 0 112 SPACES PROV•OED (HCP SPACES, !. ACCESS LANE, NOTES) �9h 112/8 = 14TREE.S P.E^., 15 TREES PROVIDED 521CMR: 5 ACCESSIBLE SPACES REQ, 5 PROV'>.DED INCL WN SPACE 9 PROPOSED SEPT:C CALCULATIONS: OFFICE: 1900 SF ( 75 GPD/1000 SO 142.5 GPD OFFICE: 1900 SF ( 75 GPD/1000 SF) = 175 Sc (50 GPD/10fY) SF) 142.5 GPD 9 GPD LOCUS MAP 9 GPD RETAIL: TENNIS COURTS: (10)( 250 GPC/CT.).' SCALE 1" 2083' TENNIS COURTS(9)( 250 GAJ/CT.) GPD/CT) - 2250 GPD 62.5 GPD ASSESSORS: MAP 98 PCIS 77 I(OLD MAP 87 PCL MI ADDRESS: #193 ii'HITES PATH, SOUTH YARMOUTH, MA PLAN REF. 2-28-86 DCE PLAN, LCP'S ZONING DISTRICT: B3 SETBACKS: 30' FRONT, 10' SIDE, 30' REAR MAY. BUILDING COVERAGE 35% MAX Lbv°^RViOUS COVERAGE: 70% -- AS. GR eNAYGROUNDAF" TER OVERLAY DISTRICT:I APD REMIOVE PAVEMENT ---- FLOODZONM C W/NEAT SAW CUT O' 6 LOAM & SEED \ -4g "-' E''IST_NG USE: N-8 PRIVATE SPORTS CLUB W/METAL SOROER .70"'� TYP. PT'.^POSED USE'. N -B PRIVATE SPORTS CLUB �r R-- - LOT SIZE' 169,370 SFi (3.89 AC,t) RR O 370- 39.53 1 c pE E%906 15 EXISTING IMPERVIOUS PAL^NG :79015/163370= 46.7ry PROPOS D IM.PE PAVING / CNr:•��1+v4. t t EXISTING BUILDIM1G COVERe.GE: 42757/169370 25.2% (< PROPOSED BUILDI4G CCVx"RAGE: 511577/169370 30.45.`x. (<357 O.K SIGN DETA;L EXISTING TOTAL IMP. COVERs•.GE: 121772/169370 71.8 (>707, N.G. PROPOSED TOTAL tM?. COVER;,GP: f t8329/16937D 6S.9 (<70s. G.k <\ �•' SCALE 1"=10' �' t `50 �� sg CHAIN LINK FENCE EXISTING �' ; rJ ON AS. PROPERTY FEX STING PA P"1 :, CA CJLA7 ONS: _ ._ \ � I ", "+A I , - PROPOSED PA 0 SP (ISP/20 CALCULATIONS: EDGE PAVE - EASE. & SOUTH FICE: 19DO SF (1 SP j7.G0 SF) 9.5 SPACES O-FICE: 1900 SF {t SP /2C0 SF) _ 9.5 SPACES fi' LOT LINES TTL; 175 SF I SP. / 210) O8 SPACES Rt�„'e� A 175 Sc (1 SPSP/ T1C� - Z'1C0 S"- `S ISLANDS ,0 / C ) NPP EDGE. PAY-(7Y'•I,- -.b i 6\� ,ELMS COURTS: �10) `3 SP/CT.) , q - 1 \ \ ` r \3�1� ! 6._1 30 G SPACES - ti Oc- COU i DATE: 11-30-00 RACQU_TBAS1. COUR,S! (2,(2 SP T. 40 SrnC£S RACQUET& L ,i 1 , 5� PInh 'S (tj3'} = 18.7 SPA c5+••+. EXERCISE ROOM: 56 PERSONS (ft%3 } = 187 SPACE _: EXERCISE RO'1": SEAT TAVERN (1 SP / 3 OCC.) 8.7 SPACES 60 SEAT RESTAURANT ( 1 SP / 3 OCC.)= 20 SPACES dSER` TICN 25 GCC, (1 SP f3 C•^.C.) 8.3. St'' .£S •..�. _ 83 SPACES REQUIRED POOL: 40 BATHERS (t SP /3. OCC.) = 13.3 SPES - - - (ADJUST ACCESS :aL,,Us. ADD'L DRAINAGE) 91 SPACES REQUIRED 3 STAKES MugiY Sp° m SCALE 1" 30 REVISED: 112 SPACES PROV•OED (HCP SPACES, !. ACCESS LANE, NOTES) MLUND IRE 2 1/254 I1rx10' 112/8 = 14TREE.S P.E^., 15 TREES PROVIDED 521CMR: 5 ACCESSIBLE SPACES REQ, 5 PROV'>.DED INCL WN SPACE EXISTING SEPTIC CALCULATIONS: PROPOSED SEPT:C CALCULATIONS: OFFICE: 1900 SF ( 75 GPD/1000 SO 142.5 GPD OFFICE: 1900 SF ( 75 GPD/1000 SF) = 175 Sc (50 GPD/10fY) SF) 142.5 GPD 9 GPD P.;rAII 175 SF (50 GPPj10^0 SP; 9 GPD RETAIL: TENNIS COURTS: (10)( 250 GPC/CT.).' = 2500 GPD - TENNIS COURTS(9)( 250 GAJ/CT.) GPD/CT) - 2250 GPD 62.5 GPD PACOUEBA]-L. CTS. (2) (125 GPO/CT. 62 5 Gap RACQ+ET?A!.L ('.TS:, (2 (175 EX £R^ISE ROOF. 56 PERSON_ (25 GPO) = 1400 GPD EXERCISE ROOM: 56 PERSONS {25 GPO) 50 SEAT RESTA'J2"NT (35 GPD/SEAT) - 140^ GPD 2700 GPD 28 SEAT TAVERN 20 GPD SEA, ( s j 520 GPD - 400 GPO POOL- 40 BATHERS ( C. ER ��n\. \;o, r y� c, ,0 ,PD/P v, � i GPD �QTPL AREA OF F` _ \ v h (3.89 AC.i) �F.-,7, 47 SEPTIC SYSTEM CALCULATIONS: GRE- SE TRAP: 26 SEATS(15 GA�/S£AT) 390 GAA -/ ( EO \ \ ,vim \/• f LSC i^u0G GAL 0/t {EXISTING) SEPTIC TANK: 4731 (1.5) 7097 GAL REQ. \�� ASPHALT PAID EXISTING 7500 GAL S/T PROV'.DED EDGE PAVE \ / �+ I �� \ - \ \� � J ./�`� EXISTING LEACHING SYSTEM: ,978 T'IL 5 CODE SYSTEM PROPOSED FIRE LANE \ _a \ 4 -LEACH PITS, 16' EFF `'CTIVE DLR,I+=TER, 8.25' DEPTH \ F&.. a 14' WME, SEE \ s'" \ SIDE ARF?.: 16 Pt (8.25 414.7 SF (2.5 GPD/SF) = 1036.7 GPD/ 47.0 \ SPECIRCATIONS BELOW \ EXISTING F Si7' 80TTGk! F.REA: PI(8) B)= 2fl1'0 SF (1.0 GP^ujSF) 201 GPC PT I g 1237.7 GPD/PIT 615.7 SFL/PIT Q P \ z z}'G• 1237,7 GPD/PX (4) " 4950.8 GPD CAPACFSY H-20 1000 GAL\l � 1 \ SOUR CATCH BASIN . \ \\'•� WITH MDC TRAP L' Imo) 2.5 \ 7 Fo ,C \ �J' .. "" RAMP 42.5 �\ " \\?\\ \ £Xi:1"1G 1 a. BL'_DtiG \ ` U SADDITION 1, .. o. SCREEhEO SLA EL ;71.551 : 6"S'. 40 r• - DJ 5 77 mllt,; tR NE+R TES (2) 1000 bAL �.(,H PfS ! r. \ \ \ // D,RECTLY 75EC0 GAi WiIH 4' STONE @ TRENCH .y ��' EXIST � -z �+`�' �, 1 INVERTS EL x.2.0 III,' �,\\', - ! G/T //\ , \ EXIST. COVER, TANKC SHED DORMER \ \ $0 OVER NAUTILUS EXISTING ® \ ROLA! PAVED PA /O PTIC C ESS SECTION \ \ - S�R, t E \ x f \+ SHED \ NOT TO SCALE PIP£ + C� L ti° /; t _ (REMOVE) \ )vYiST. (I HVAC \ \ J (SA �NK ♦p JI JI� f''Il� (REMOVE) � � \ o s !' PROPOSED 49- X 180 \ ! /rADDRiON POOL BLDG `+ \ 90 PROPOSED CONCRETE UNIT PAVED \ FIRE LANE/EMERGENCY VEHICLE \ \ , "SLAB EL 47.55'! ,! 1 \ ACCESS DRIVE AND TURN AROUND / II (WITH 2 HCP PARKING SPACES FOR POOL)\ ISLAND' PERVIOUS INTERLOCKING BRICK PAVERS ASM 0936 SPEC UNI -ECO -STONE OR EQUAL\\ \ \\ FTP %IX1S7NG \ Sl• !/ / � + t � 111 \ . REGRADE/SWALE\ EQ. �O'`g r • \\ I \ . A' ((TYP-)i ovv ADDITION ROOF RIDGE NOT TO EXCEED 35' DIRT ROADS AT�t%FD MLN. (INP.) \\�� ` ; lltll'lGED If AVP' I Io. 45.0 CONNECT ALL 1...I OO 11 DOWNSPOUTS, SEE ARCH. TENNIS COURT. ! DRAWINGS. (TYP.) ' �I1(i/) ik9l'/ //\ POSED CONCRETE UNIT PAVED l E LANE/EMERGENCY -VEHICLE DRIVE AND CCESS lI/II �� RIM \d0III-`t J�� ERVIOUS INTERLOCKINGNBR CKUND PAVERS 6' LOAM & SEED p. / \ EL.4g.7 \ 4.0 /ASTM C936 SPEC UNI -ECO -STONE OR EQUAL ALL DISTURBED AREAS (TYP.) PERVIOUS BRICK PAVERS - m a G BRICK LINITIS a POROUS INTERLOCKIN 8000 PSI UNI ECD -STONE \ ! REMOVE EXISTING T NIS COURT PAVEMENT \ ASTM C-936 CONCRETE UNIT PAVERS PERMEABLE BRICK PAVERS OR EQUALEL // 000nonouoc°c0000°oeoo/ 0000000 0 o n 1' PEASTONE MIXED 50/50 WITH SAND 48 - .4 \' �y0 EXTEND 6' MOPW M 1.03.1 • VIS. ROLLER COMPACTED _ EXISTING BLE C COURTS (2) 1000 GAL LEACH PITS WITH STUBBLE COVERTREE / R 'F 12" PROCESSED GRAVEL (•5S MAX. PASSING 1200). WITH 4' STONE & TRENCH / REMOVE TOP & SUBSOIL COMPACT SUBBASE - \ ROOF DRAIN & AREA DRAIN \ INYr?5 EL 11.0 NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL \ EXISTING COMPACT IN 6' LIFTS TO 95% MODIFIED PRCCTOR DENST: \ /� / aGF. FENCE AT LOT UNE FIE WITH VIBRATORY ROLLER. \ - - BRICK PA\/ERS SECTION NOT TO SCALE EXISTING COVERED 4' PEASTONE BOA D'SC'S'ON ALLOWING \ .y6 TENNIS COURT Q p{� 1 N BUCK RUBS k S PAVING 'DE YARD.HOSE 1978 11172 i DATE: 11-30-00 \\ a` DOLIBIi SIAAftD 12 BUBBLE 1985 #2202 % .75"-1.5" COVSLE N.T.S. NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATIN-3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO OG SkFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, P:?E OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED CtN THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC YAKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. - 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 4. TOP OF FOUNDATION 15 1.81' BELOW HIGH POINT IN ROAD (3.81' VARIANCE IS REQUESTED) 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6' LOAM AND SEED OR STABILIZE WITH WOOD CHIPS ALL DISTURBED AREA! NOT PAVED. 9- OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 10. SUFFER PLANTINGS AS REQUIRED. 1t. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITC1-i WASHED STONE 31 228' X 2' X 3' STORMWATER 2 p' LEACHING TRENCH TYPE B SEE CROSS SECTION SECTION B -B DRAINAGE TRENCH CROSS SECTION / I TYPE B • a SITE i LAN SCALE: 1'=30' 30 0 30 60 90 Feet SITE PLAN DRAFTER: DAO i DATE: 11-30-00 fALY AmNEA ED TVS1m MERE a` Wim: P. L.4° OIDS 00'Xii I CHKD BY: AHO TREE 2-21-01 (ADO FRE/EMERGENCY ACCESS LANES) OF LAND IN DO NOT STAPLE REVISED: 4-23-01 (ADJUST ACCESS :aL,,Us. ADD'L DRAINAGE) SOUTH YARMOUTH MA - 3 STAKES MugiY Sp° m SCALE 1" 30 REVISED: .• r (HCP SPACES, !. ACCESS LANE, NOTES) MLUND IRE 2 1/254 I1rx10' N SPACED II -e F" TRJNK MID -CAPE RACQUET3: HEALTH CLL^b, i 1, 1 SDIII0 +HRK BRL"A?l. STAKES DEVON #193 WFII'E'S PATr--, SO. `fAPMO-kiiIy ILA 02B84 99-344.DWG PULLED VL�^IC?LTM.I MIRE AIN 4'-0' 8'JR0 1'-4' WIN 3' DEEP 94M N.T.S. NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATIN-3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO OG SkFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, P:?E OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED CtN THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC YAKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. - 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 4. TOP OF FOUNDATION 15 1.81' BELOW HIGH POINT IN ROAD (3.81' VARIANCE IS REQUESTED) 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6' LOAM AND SEED OR STABILIZE WITH WOOD CHIPS ALL DISTURBED AREA! NOT PAVED. 9- OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 10. SUFFER PLANTINGS AS REQUIRED. 1t. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITC1-i WASHED STONE 31 228' X 2' X 3' STORMWATER 2 p' LEACHING TRENCH TYPE B SEE CROSS SECTION SECTION B -B DRAINAGE TRENCH CROSS SECTION / I TYPE B • a SITE i LAN SCALE: 1'=30' 30 0 30 60 90 Feet SITE PLAN DRAFTER: DAO i DATE: 11-30-00 a` I CHKD BY: AHO REVISED: 2-21-01 (ADO FRE/EMERGENCY ACCESS LANES) OF LAND IN REVISED: 4-23-01 (ADJUST ACCESS :aL,,Us. ADD'L DRAINAGE) SOUTH YARMOUTH MA - SCALE 1" 30 REVISED: .• r (HCP SPACES, !. ACCESS LANE, NOTES) PREPARED FOR: MID -CAPE RACQUET3: HEALTH CLL^b, i 1, 1 N.T.S. NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATIN-3 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO OG SkFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, P:?E OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED CtN THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC YAKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. - 3. VERTICAL DATUM IS ASSUMED FROM QUAD. 4. TOP OF FOUNDATION 15 1.81' BELOW HIGH POINT IN ROAD (3.81' VARIANCE IS REQUESTED) 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6' LOAM AND SEED OR STABILIZE WITH WOOD CHIPS ALL DISTURBED AREA! NOT PAVED. 9- OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 10. SUFFER PLANTINGS AS REQUIRED. 1t. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITC1-i WASHED STONE 31 228' X 2' X 3' STORMWATER 2 p' LEACHING TRENCH TYPE B SEE CROSS SECTION SECTION B -B DRAINAGE TRENCH CROSS SECTION / I TYPE B • a SITE i LAN SCALE: 1'=30' 30 0 30 60 90 Feet SITE PLAN DRAFTER: DAO i DATE: 11-30-00 I CHKD BY: AHO REVISED: 2-21-01 (ADO FRE/EMERGENCY ACCESS LANES) OF LAND IN REVISED: 4-23-01 (ADJUST ACCESS :aL,,Us. ADD'L DRAINAGE) SOUTH YARMOUTH MA - SCALE 1" 30 REVISED: 10-24-01 (HCP SPACES, !. ACCESS LANE, NOTES) PREPARED FOR: MID -CAPE RACQUET3: HEALTH CLL^b, i 1, 1 #193 WFII'E'S PATr--, SO. `fAPMO-kiiIy ILA 02B84 99-344.DWG �^ AFNIS K TS CML ENGINEER: 90giNR N PmINSTaTYAMOUTHORMA 0267 PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: GAFFNEY ARCHITECTS P080X 911 800 MAIN STREET, DENNIS, MA 02638 PH. 1-508-385-5447 FAX 1-508-385-8573 LEGAL- ATTY. EDWARDI'ISWEENEY ARDIT, SWEENEY. STUSSE, ROSERSTON & DUPUY 25 M70 TECH OR"!E, SUITE C WEST YARMOUTH, MA 02673 PH. 1-508-775-3433 FAX 1-508-790-4778 Off 508-I 52-4541 fax 508,362-9880 down cope A r gin eerie q, in c. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YA.R,mOLI THPOR T, MA