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Home My WebLink About367 Route 28 Site Plan 2CONC. COVER TO 6' OF GRADE 9" MIN. COVER OVER S/T CONNECT ENDS OF PIPES WITH 3" SCH40 PVC AND VENT EXISTING 4' X 3.1' T . EL 14.001 LANDSCAPE TIMBER WALL 15' MIN. -BRACE WITH P.T. 4"X4" POST -� SIGN TOBE FREESTANDING NEW PAVEMENT OVER LEACHING 78' X 61' LEACHING FIELD STAINLESS STEEL STRAP AND SCREEN - RESTORED & T2.51 J _ / 12.35 15' AT 1% 4"SCH40 PVC 6" GRAVEL & MECH. COMPACTION BREAKOUT EL. 12.2'- 11.9' SEE PAVEMENT SECTION - SEE CROSS SECTION- gAZAna RE -LETTERED 1223 IS' AT 1% 4.OSCH80(GREY) PVC - 12.18 GRADE RAISED OVER PIPE /��INV 11 98, -- 6" MIN. COVER 11.31 _ 11.00' 471 SEE'PAVEMENT CROSS SECTION 9" MIN. COVER 6' O.C. I 0000000o MIRAFI 140N FABRIC OVER STONE °O°o 0°0 2 PEASTONE -o•rrre-r--r-r.rs----�-� 0°0^0°0°°° °°°o�o�o°o opo^o°0^0°0'000°0°0°0^o°o°iO 11- O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00°0000 o°oo0a°0000°0°00000°00000000000°0000°aoa0000< o°a°o°° oo0°0°o°.0.°000°0°0°'0°0°0 O O O O O O O O O O O O O O O O O O O P o° o 0 0 0 0 0 0 0 0 0 0 0 3"05CH40. PVC 9" TOTAL OF .75" - 1.5" STONE WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY CONNECT ENDS AND VENT LEACHING FIELD SE NOT TO SCALE NOTE 1. 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 (1-8BB-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE. CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR 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. _ 3. VERTICAL DATUM IS NGVD29. 4. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). 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 ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 12, STATE OFFICE OF CHILDREN TO APPROVE, DAY CARE AND ISSUE LICENSE. INV'S. 11.81 11.81 30SCH40 PVC AT 0.005 FT. FT. BOTTOM REMOVAL MAY VARY AS INV 11.50 TITLE 5ORIFICES IN BOTTOM. LEVEL 1ST 2' BOTTOM OFB LAYER VARIES (30"f) 5' - H-20 D -BOX ON 12" COMPACTED GRAVEL ENGINEER TO INSPECT REMOVAL 5' SIGN DETAIL 4"H-20 F&C SET ON CONCRETE DISK POURED ADJ. WATER EL, 5.99 REMOVAL N.T.S. AROUND D -BOX AND PIPES A\ADJ. ACME DB5 H-20 OR. EQUAL ER EL. 5.99 - _ TBM:. HYDRANT TAG BOLT # 111 11 OBSV. WATER EL. 4.84 EL. 16.17 NGVD 14 ONE WAY IN - \ ONE WAY OUT NORTH ROAD SEP IC SYSTEM SECTION \C SIGNAGE (TVP, 4RoUT& \ F yrC1-rry `� 5' REMOVAL REQUIRED DEEP -v \ OUT EXISTING GRANITE CURB APPROX. SCALE: 1° - 5' HORIZ.& VERTICAL � "\� '� AY LA) ,Our BOTTOM B LAYER 9 1" TOPCOAT Q- N j $J$3 AT SIDEWALK (TYP.) OVERHEAD ELECTRIC MASS DPW OWNERS ENGINEER TO INSPECT V TYPE 11 QUOTE -ADDITIONAL REMOVAL PRICE 0 , -,,GRASS ISLAND-$ Op'• G 2" BINDER BY VOLUME IN CASE REQUIRED / _ 11/T. EXISTING WATERLINE W ` UND (ABANDON) ''0 EXISTING SIGN COMPACT BACKFILL OOOp0000 pOp0 pOO pD O00p0 / Tg _ SEE DETAIL ABOVE PAINT ARROWS AS SHOWN SEE PAVEMENT SECTION Op00 QOOOOp Oppp 00000p C `� G EXIT ONLY THIS SIDE. 5 x � TEE 1500 UAL H-10 TEE SEPTIC TANK LOCUS 4' LIQ. LEVEL _ GAS .: ACME OR EQUAL BAFFLE �= 42'64 6" GRAVEL & MECH. COMPACTION BREAKOUT EL. 12.2'- 11.9' SEE PAVEMENT SECTION - SEE CROSS SECTION- gAZAna RE -LETTERED 1223 IS' AT 1% 4.OSCH80(GREY) PVC - 12.18 GRADE RAISED OVER PIPE /��INV 11 98, -- 6" MIN. COVER 11.31 _ 11.00' 471 SEE'PAVEMENT CROSS SECTION 9" MIN. COVER 6' O.C. I 0000000o MIRAFI 140N FABRIC OVER STONE °O°o 0°0 2 PEASTONE -o•rrre-r--r-r.rs----�-� 0°0^0°0°°° °°°o�o�o°o opo^o°0^0°0'000°0°0°0^o°o°iO 11- O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00°0000 o°oo0a°0000°0°00000°00000000000°0000°aoa0000< o°a°o°° oo0°0°o°.0.°000°0°0°'0°0°0 O O O O O O O O O O O O O O O O O O O P o° o 0 0 0 0 0 0 0 0 0 0 0 3"05CH40. PVC 9" TOTAL OF .75" - 1.5" STONE WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY CONNECT ENDS AND VENT LEACHING FIELD SE NOT TO SCALE NOTE 1. 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 (1-8BB-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE. CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR 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. _ 3. VERTICAL DATUM IS NGVD29. 4. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). 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 ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 12, STATE OFFICE OF CHILDREN TO APPROVE, DAY CARE AND ISSUE LICENSE. INV'S. 11.81 11.81 30SCH40 PVC AT 0.005 FT. FT. BOTTOM REMOVAL MAY VARY AS INV 11.50 TITLE 5ORIFICES IN BOTTOM. LEVEL 1ST 2' BOTTOM OFB LAYER VARIES (30"f) 5' - H-20 D -BOX ON 12" COMPACTED GRAVEL ENGINEER TO INSPECT REMOVAL 5' SIGN DETAIL 4"H-20 F&C SET ON CONCRETE DISK POURED ADJ. WATER EL, 5.99 REMOVAL N.T.S. AROUND D -BOX AND PIPES A\ADJ. ACME DB5 H-20 OR. EQUAL ER EL. 5.99 - _ TBM:. HYDRANT TAG BOLT # 111 11 OBSV. WATER EL. 4.84 EL. 16.17 NGVD 14 ONE WAY IN - \ ONE WAY OUT NORTH ROAD SEP IC SYSTEM SECTION \C SIGNAGE (TVP, 4RoUT& \ F yrC1-rry `� 5' REMOVAL REQUIRED DEEP -v \ OUT EXISTING GRANITE CURB APPROX. SCALE: 1° - 5' HORIZ.& VERTICAL � "\� '� AY LA) ,Our BOTTOM B LAYER 9 1" TOPCOAT Q- N j $J$3 AT SIDEWALK (TYP.) OVERHEAD ELECTRIC MASS DPW OWNERS ENGINEER TO INSPECT V TYPE 11 QUOTE -ADDITIONAL REMOVAL PRICE 0 , -,,GRASS ISLAND-$ Op'• G 2" BINDER BY VOLUME IN CASE REQUIRED / _ 11/T. EXISTING WATERLINE W ` UND (ABANDON) ''0 EXISTING SIGN COMPACT BACKFILL OOOp0000 pOp0 pOO pD O00p0 / Tg _ SEE DETAIL ABOVE PAINT ARROWS AS SHOWN SEE PAVEMENT SECTION Op00 QOOOOp Oppp 00000p C `� G EXIT ONLY THIS SIDE. -� LO_ ASSESSORS MAP 30 PCL 21 EL. 11.92 TO 12.23 8.5" DENSE GRADED CRUSHED STONE 14 _ \ `-� -, 7 PLAN REF. PB 257 PG 19 MDPW M2.01.7 VIB. ROLLER COMPACTED 18' V LEACHM -FtD--,_ "� �/ w I 9205 QT �� - DB 1649 PG 69 ,000 -F1 3" INV. EL. 11.50 TO 11.81 SEPTIC SYSTEM,p2 �_� \ \ q-BOxry �� X4.1 4 •, G _ ZONING DISTRICT: B2 (PROPOSED SYSTEM) / o SAWCUTt 0 W SETBACKS: 30'FRONT, 25' SIDE, '20' REAR ,000 SAWCUT EXIST. 1VEMENT AS, RED. �- a ^� �- '. MAX BUILDING COVERAGE 257 ` goo° 6" EL. 11.00 TO 11.31 PAVEMENT CROSS SECTION - MATCH EXISTING GRADES p g ROPOSEb 12'52 E SET �� ATERLINE G S LINE TVP. 0 �• 3 GRASS AREA MAX IMPERVIOUS COVERAGE: 70%' NOT TO SCALE 1 12� 5E' y C00'RDI A ER IDPT. ( ) GROUNDWATER OVERLAY DISTRICT: NONE a\EXIST. SPRUCE \ IR�EXIST. ED E PAVE -� i \2 FLOODZONE: B & A9 (YAR. PANEL 5) EXISTING USE: H-11 MISC. RETAIL STORE p Q LANDSCAPE TIE PLANTER O' , O'Q p g, Rp Op 0 , ra AROUND S./T & G/� oo`'�� ^�,' �� DgSFD PROPOSED USE: P-7 DAY CARE FACILITY ION TOP OF WALL EL. 14. ' 2 26, 359• T gyro AREA DRAW q1 P-1 EDUCATIONAL INSTITUTION o ISE GRADE PROP. 600 GAL PROP.H-20 8" F&G EL. 10.4 MIRAFI 140N OVERLAP 6" PAVED APRON 2'X 2' GRATE (TYP.) FABRIC OVER SEE PAVEMENT CROSS SECTION 4' PEASTONE 12"0 SLOTTED H-20 /CC BERM (TMP) CORRUGATED HOPE PIPE \ MORTAR ADS N-12 OR EQUAL DRILL (2) i "0 TMP. ,75"-1.5" DOUBLE EL 9.7 HOLES (TYP.) WASHED STONE 3, EL.7.7-_._ J C.B. TRAPS CAP ENDS 2"0 HDPE PIP ELBOWS 5,O20 H 6.0 .. 3 EL5.7 -� _ 600 GAL. LEACHPIT - - - TRENCH CROSS SECTION SHOREY OR EODAL .Nis PROPOSED LEACHING TRENCH (BOTH SIDES). 2' STONE AROUND PIT LOT SIZE: 62,241 SFt .(1.43 AC.t) PROPOSED AREA DRAIN ��00• 3,g• q ' / PA STRIPE 2 6'X5' H-20 W/ 2' STONE U F&G EL. 10.4 \ (20• 04, 11.93 /ooQ i ;� /Vt H-20 F&G EL.1W6 EXISTING IMPERVIOUS COVERAGE: :15,4 SF =27% PROPO ED INVERT - CONNECT DOWNSPOUTS WITH - PROPOSED IMPERVIOUS COVERAGE: 15,x97 SF == 25% PROPOSED STORM WATER TYp M/,y� rQ /, 12.09 /3�Q- EL. 1 51 4"SCH40 PVC AT 27. MINAS SHOWN : BUILDING COVERAGE: 39465E = 6% DRAINAGE TRENCH 3'X3'X56' - SIZE p r� , �, , �/ .�, COVER W/ CONC. RAMP I - PAVED APRON AS SHOWN O RESTRIPE PARKING RF y O Q PAVED SWALE TO BASIN \ LOT AS SHCWN / Rq f �Q2 Qt1- / O °� \0 ZONE 8 Et• AS SHOWN \�� <„Q' ,o / O u �' ZONE A9 ( - \ / o a / EXISTING ti o 6" LOAM & SEED DISTURBED AREAS EX STING EDGE PAVEMENT 1 7 BUILDING 00 my Qv � , 3946 SF FOOTPRI T (TYP) 11.54 O `> O / \ EXISTING LOADING DOCK AND SEE PAVEMENT CROSS SECTION 8" H-20 F&G EL. 11.6 O -N �" PAVEMENT TO BE REMOVED DRAINAGE CALCULATIONS: 100' OFF Bvw 1 ° `A i // 6" LOAM & SED AREA. WAT R / - �G� NEW DOORS & STEPS AS SHOWN - DRAINAGE AREA = 3069 SF, 25 YR STORM 6 PLANTINGS , / i O ADJUSnNG BLOCKS -20 RISER FRONT OF FENCE GAT / TOP FOUNDATION CR' PROP. 600 GAL CAUTION: TOP STRUCTURE RATIONAL METHOD O=CIA 0.95(4.50))(3069/43560)(448.8)=135 GPM \ °g . / EL. 14.01 i AREA DRAIN 2 6'X5' GAS LINE EL. 10.3 MORTAR ALL COMPONENTS 135 GPM/0.7GPM/SF=193 SF. REOUIRE6 i K 0 USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K. \0\� 4 _ / FIRS15� ,/ \` H-20 W/ 2' STONE _ I - -_ (TYPO f .. TH1 8' ��°°�a �.� - L � � I 1 CONCRETE COVER 8" ON. DRAINAGE AREA e 3120 SF, 25 YR STORM • '9 - / 3' CRAWLSPACE TOP STRUCTURE EL.=10.3' 0°°0°8° RATIONAL METHOD O=CIA - 0.95(4.50)(3120/43560)(448.8)=737 GPM O \ ��^ <- - , oQoo 0 0 \ 4" MIN. PEASTONE °°o°aoO°O AND MIRAFI 140NS 137 GPM/0.7GPM/SF=196 SF REQUIRED 10.76 ��c°c,'o-ea - - - - _ 4"OSCH-40 PVC AT 2% MIN. °o °°°°°° $°$° USE 6'X5' LPIT W 2' STONE = 204 SF O.K. ?QOp , e / ooagoopao oQOQaoago FABRIC OVER STONE / _ , 9 / 2 FROM ROQF DRAINS 5'-0 X 6's 0000g°° '7a°ea J O O °0°0°°°° DRAINAGE AREA = 14,027 SF, 25 YR STORM / d f MAP "30 PCL 20 °0000°oQoo -p{_40 00 °°oQoo ROOF/PVT = 9027 SF, GRASS - 5000 SF CN=0.74 - APP X. TREELINE 2" ATER MAIN 4 T DQ TERRI L. NOYES 'I REMOVE FILL & 000 0°000 1 O oQoo°°0`vo _ CQ i OLD TOP &. SUBSOIL - .600 GAL. 'O 00000 °g RATIONAL METHOD 0 -CIA = 0.74(4.50)(14027/43560)(448.8)=461 GPM �� \ ABANCON - `s j• _ ° ° o CEMENT COVER ON Y , ( ) _ I I FOR 5' MIN. - 0000°0°00°0 °C IEACHPIT ON DRYWELL 2 481 GPM/0.7GPM/SF=668 SF REQUIRED - TH2 6 PM ES - ° f'SHOREY # US 6' X X HING TR N H +PIT= 7 F .10.6 rn EXISTNG' PAVEMENT AROUND STONE 000OR- EQUAL;. ° 00000 a°0'0°0°0 E 5 3 3 LEACHING E C 08 S O.K. FUTV E E. 'ANS - .. q) O•" \ -� (TO DE REMOVED) REPLACE WITH 2 / I CLEAN SAND pQeo°o°oo FENCED PLAYGROUND \ ° 000000 °000 ° � o PROPOSED FENCE 1 (WOODEN FENCE AGAINST PARKING) .AROUND HVAC UNITS i 3/4` -.1 1/2" / fr 9 Uj �/ EXISTING / - �_____-________--_-_-- DOUBLE WASHED STON_E_______________ EARTH AREA S EXISTING CLEARING ^ D -BOX O 2' MIN. AROUND PIT -- MAP 30 PCL 22 72 THIS AREA TO BE LOAMEC &SEEDED \ - WEST YARMOUTH MA LTD. (TO BE C RED / \ AREA DRAIN SECTION o FLAGSHIP MOTEL AND LEV ED) 11.4 t' O `\ \ 11.1 EXISTING TITLE 5 `"� NOT TO SCALE �, \\ SEPTIC SYSTEM `\ / '\\ TO REMAIN 9 FLAG A� � ✓ (SYSTEM 11) ��. PROP ED PLAYGROUND O CEMENT BOUND FOUND TH1 TH2 \ 5' CHAIN LINK FENCING EXISTING 8'X4'FLOW DIFFUSER W/ 4'STONE �• ENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS *QQ' DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SILT FENCE AT 36' OFF WETLAND AS \, HOWN IST. 1000 GAL y BOH: BRUCE MURPHY, RS. CHO BOH: BRUCE MURPHY, RS, CHO EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST. _ DATE: 2-3-99 2 PM DATE: 2-3-99 2 PM -7 - 0 10.54 A -6 0-9" A SANDY LOAM 10183/2 0-9" A SANDY LOAM 10YR3/2 `\ TRAV11.24 {-1L1.E0) / � �____ 9-24" B LOAMY SAND 10YR6/8 9-24" B LOAMY SAND 10YR6/8 8.09 STAKE Ep,91 / �j 24-36" Cl MED. SAND 2.5Y6/6 24-36" C1 MED. SAND 2.5Y6/6 / ^, 36-120" C2 M/C SAND 2.SY 6/a 36-120" C2 M/C SAND 2.5Y 6/4 B F S n h• EL. 10.6 0" EL. 10.6 0" MAP 30 PCL 19 A 9" A 9" 7.48 �\J/ ALFRED F. ANTHONY B B - i5 EL. 8.6 24" EL. 8.6 24" 1, p4 7.43 r, m 4 C1 C1 CONTACTS. 6.33 , J EL. 7.6 36" EL. 7.6 36 NOTE: REMOVAL DEPTH MAY VARY ADJUSTED ADJUSTED WATER EL. 5.99 1 rTOP PERC 24 CAL POURED WATER EL. 5.99 AS 8 LAYER DEPTH VARIES WITH APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM BVW LOCATION i9_ar` _� - U AT 56" 7 MINUTES - ORIGINAL GROUND SURFACE ATTN: ANNE SCOTT 775-6240 83 STREET 2-10-99 FLAGS 1 - 5 i /' C�ArfD \ ` ADJUSTED 1.15' 6.50 C2 <2 MIN./IN, ADJUSTED 1.15' C2 HYA NISLMA 02601-3937 j �' gOROERNO A7 `\ N EL 4.84 '7 GROUND WATER AT 69" EL 4.84 y GROUND WATER AT 69" STORM WATER TRENCH SECTION 6.971 ,- �N_ , OWNER: JOHN H. ANNESSI 8 y' D �� 47 TAN GLEW000 RD. �� MIW_ VEL 9.2 W. YARMOUTH, MA 02673 NOT TO SCALE ZONE 2A J2.3AN 9 ADJE X(1/2) = 1.15' (SELLING PROPERTY TO CCCDEV.) PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL. 0.6 120" EL. 0.6 7 ZO" SYSTEM t: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: CT HOLE LOGS ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230*200%= 46OGAL. REQ.: USE EXISTING 1000 GAL S/T. MAP 30 PCL 27 TEST 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS, 2' SIDES JOHN H. ANNESSI E V V NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD BOTTOM: 16' X.8' =128 SF(1.0) = 128 GPD SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SITE �� SEPTIC TANK: IL-L-ar� t TOTAL: 243 GPO > 230 GPD O.K. 1.43 AC. / St%1 %j / 1 LE J ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505.200%= 1010 GAL. REQ. : USE 1500 GAL. H-10 S/T (MIN. ALLOWED) / / 46 PERSONS (+55 FUTURE) = 101(5) = 505 GPD LEACHING: 505/0.74= 682 SF REQ. USE A 18'X 61' LEACHING BED= 1098 SF / - NO GARBAGE DISPOSAL ALLOWED CAPACITY: 1098 SF (.74 GPD/SF) = 813 GPD > 490 O.K. / OF LAND IN GREASE TRAP: CONNECT KITCHEN SINKS & DISHWASHER ONLY / / WF' �\ YARMO T�� 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. /` I SEPTIC SYSTEM DESIGN DATA off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouthport, ma 02675 99-009 5 x � 0 f r LOCUS r P 3 PREPARED FOR 42'64 „ E - CAPE COD CHILD DEVELOPMENT PROGRAM, INC. 0 LOCUS MAP SCALE 1" = 1000' 367 ROUTE 28 6 % -� LO_ ASSESSORS MAP 30 PCL 21 EL. 11.92 TO 12.23 8.5" DENSE GRADED CRUSHED STONE 14 _ \ `-� -, 7 PLAN REF. PB 257 PG 19 MDPW M2.01.7 VIB. ROLLER COMPACTED 18' V LEACHM -FtD--,_ "� �/ w I 9205 QT �� - DB 1649 PG 69 ,000 -F1 3" INV. EL. 11.50 TO 11.81 SEPTIC SYSTEM,p2 �_� \ \ q-BOxry �� X4.1 4 •, G _ ZONING DISTRICT: B2 (PROPOSED SYSTEM) / o SAWCUTt 0 W SETBACKS: 30'FRONT, 25' SIDE, '20' REAR ,000 SAWCUT EXIST. 1VEMENT AS, RED. �- a ^� �- '. MAX BUILDING COVERAGE 257 ` goo° 6" EL. 11.00 TO 11.31 PAVEMENT CROSS SECTION - MATCH EXISTING GRADES p g ROPOSEb 12'52 E SET �� ATERLINE G S LINE TVP. 0 �• 3 GRASS AREA MAX IMPERVIOUS COVERAGE: 70%' NOT TO SCALE 1 12� 5E' y C00'RDI A ER IDPT. ( ) GROUNDWATER OVERLAY DISTRICT: NONE a\EXIST. SPRUCE \ IR�EXIST. ED E PAVE -� i \2 FLOODZONE: B & A9 (YAR. PANEL 5) EXISTING USE: H-11 MISC. RETAIL STORE p Q LANDSCAPE TIE PLANTER O' , O'Q p g, Rp Op 0 , ra AROUND S./T & G/� oo`'�� ^�,' �� DgSFD PROPOSED USE: P-7 DAY CARE FACILITY ION TOP OF WALL EL. 14. ' 2 26, 359• T gyro AREA DRAW q1 P-1 EDUCATIONAL INSTITUTION o ISE GRADE PROP. 600 GAL PROP.H-20 8" F&G EL. 10.4 MIRAFI 140N OVERLAP 6" PAVED APRON 2'X 2' GRATE (TYP.) FABRIC OVER SEE PAVEMENT CROSS SECTION 4' PEASTONE 12"0 SLOTTED H-20 /CC BERM (TMP) CORRUGATED HOPE PIPE \ MORTAR ADS N-12 OR EQUAL DRILL (2) i "0 TMP. ,75"-1.5" DOUBLE EL 9.7 HOLES (TYP.) WASHED STONE 3, EL.7.7-_._ J C.B. TRAPS CAP ENDS 2"0 HDPE PIP ELBOWS 5,O20 H 6.0 .. 3 EL5.7 -� _ 600 GAL. LEACHPIT - - - TRENCH CROSS SECTION SHOREY OR EODAL .Nis PROPOSED LEACHING TRENCH (BOTH SIDES). 2' STONE AROUND PIT LOT SIZE: 62,241 SFt .(1.43 AC.t) PROPOSED AREA DRAIN ��00• 3,g• q ' / PA STRIPE 2 6'X5' H-20 W/ 2' STONE U F&G EL. 10.4 \ (20• 04, 11.93 /ooQ i ;� /Vt H-20 F&G EL.1W6 EXISTING IMPERVIOUS COVERAGE: :15,4 SF =27% PROPO ED INVERT - CONNECT DOWNSPOUTS WITH - PROPOSED IMPERVIOUS COVERAGE: 15,x97 SF == 25% PROPOSED STORM WATER TYp M/,y� rQ /, 12.09 /3�Q- EL. 1 51 4"SCH40 PVC AT 27. MINAS SHOWN : BUILDING COVERAGE: 39465E = 6% DRAINAGE TRENCH 3'X3'X56' - SIZE p r� , �, , �/ .�, COVER W/ CONC. RAMP I - PAVED APRON AS SHOWN O RESTRIPE PARKING RF y O Q PAVED SWALE TO BASIN \ LOT AS SHCWN / Rq f �Q2 Qt1- / O °� \0 ZONE 8 Et• AS SHOWN \�� <„Q' ,o / O u �' ZONE A9 ( - \ / o a / EXISTING ti o 6" LOAM & SEED DISTURBED AREAS EX STING EDGE PAVEMENT 1 7 BUILDING 00 my Qv � , 3946 SF FOOTPRI T (TYP) 11.54 O `> O / \ EXISTING LOADING DOCK AND SEE PAVEMENT CROSS SECTION 8" H-20 F&G EL. 11.6 O -N �" PAVEMENT TO BE REMOVED DRAINAGE CALCULATIONS: 100' OFF Bvw 1 ° `A i // 6" LOAM & SED AREA. WAT R / - �G� NEW DOORS & STEPS AS SHOWN - DRAINAGE AREA = 3069 SF, 25 YR STORM 6 PLANTINGS , / i O ADJUSnNG BLOCKS -20 RISER FRONT OF FENCE GAT / TOP FOUNDATION CR' PROP. 600 GAL CAUTION: TOP STRUCTURE RATIONAL METHOD O=CIA 0.95(4.50))(3069/43560)(448.8)=135 GPM \ °g . / EL. 14.01 i AREA DRAIN 2 6'X5' GAS LINE EL. 10.3 MORTAR ALL COMPONENTS 135 GPM/0.7GPM/SF=193 SF. REOUIRE6 i K 0 USE 6'X5' LPIT W/ 2' STONE = 204 SF O.K. \0\� 4 _ / FIRS15� ,/ \` H-20 W/ 2' STONE _ I - -_ (TYPO f .. TH1 8' ��°°�a �.� - L � � I 1 CONCRETE COVER 8" ON. DRAINAGE AREA e 3120 SF, 25 YR STORM • '9 - / 3' CRAWLSPACE TOP STRUCTURE EL.=10.3' 0°°0°8° RATIONAL METHOD O=CIA - 0.95(4.50)(3120/43560)(448.8)=737 GPM O \ ��^ <- - , oQoo 0 0 \ 4" MIN. PEASTONE °°o°aoO°O AND MIRAFI 140NS 137 GPM/0.7GPM/SF=196 SF REQUIRED 10.76 ��c°c,'o-ea - - - - _ 4"OSCH-40 PVC AT 2% MIN. °o °°°°°° $°$° USE 6'X5' LPIT W 2' STONE = 204 SF O.K. ?QOp , e / ooagoopao oQOQaoago FABRIC OVER STONE / _ , 9 / 2 FROM ROQF DRAINS 5'-0 X 6's 0000g°° '7a°ea J O O °0°0°°°° DRAINAGE AREA = 14,027 SF, 25 YR STORM / d f MAP "30 PCL 20 °0000°oQoo -p{_40 00 °°oQoo ROOF/PVT = 9027 SF, GRASS - 5000 SF CN=0.74 - APP X. TREELINE 2" ATER MAIN 4 T DQ TERRI L. NOYES 'I REMOVE FILL & 000 0°000 1 O oQoo°°0`vo _ CQ i OLD TOP &. SUBSOIL - .600 GAL. 'O 00000 °g RATIONAL METHOD 0 -CIA = 0.74(4.50)(14027/43560)(448.8)=461 GPM �� \ ABANCON - `s j• _ ° ° o CEMENT COVER ON Y , ( ) _ I I FOR 5' MIN. - 0000°0°00°0 °C IEACHPIT ON DRYWELL 2 481 GPM/0.7GPM/SF=668 SF REQUIRED - TH2 6 PM ES - ° f'SHOREY # US 6' X X HING TR N H +PIT= 7 F .10.6 rn EXISTNG' PAVEMENT AROUND STONE 000OR- EQUAL;. ° 00000 a°0'0°0°0 E 5 3 3 LEACHING E C 08 S O.K. FUTV E E. 'ANS - .. q) O•" \ -� (TO DE REMOVED) REPLACE WITH 2 / I CLEAN SAND pQeo°o°oo FENCED PLAYGROUND \ ° 000000 °000 ° � o PROPOSED FENCE 1 (WOODEN FENCE AGAINST PARKING) .AROUND HVAC UNITS i 3/4` -.1 1/2" / fr 9 Uj �/ EXISTING / - �_____-________--_-_-- DOUBLE WASHED STON_E_______________ EARTH AREA S EXISTING CLEARING ^ D -BOX O 2' MIN. AROUND PIT -- MAP 30 PCL 22 72 THIS AREA TO BE LOAMEC &SEEDED \ - WEST YARMOUTH MA LTD. (TO BE C RED / \ AREA DRAIN SECTION o FLAGSHIP MOTEL AND LEV ED) 11.4 t' O `\ \ 11.1 EXISTING TITLE 5 `"� NOT TO SCALE �, \\ SEPTIC SYSTEM `\ / '\\ TO REMAIN 9 FLAG A� � ✓ (SYSTEM 11) ��. PROP ED PLAYGROUND O CEMENT BOUND FOUND TH1 TH2 \ 5' CHAIN LINK FENCING EXISTING 8'X4'FLOW DIFFUSER W/ 4'STONE �• ENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS *QQ' DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SILT FENCE AT 36' OFF WETLAND AS \, HOWN IST. 1000 GAL y BOH: BRUCE MURPHY, RS. CHO BOH: BRUCE MURPHY, RS, CHO EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST. _ DATE: 2-3-99 2 PM DATE: 2-3-99 2 PM -7 - 0 10.54 A -6 0-9" A SANDY LOAM 10183/2 0-9" A SANDY LOAM 10YR3/2 `\ TRAV11.24 {-1L1.E0) / � �____ 9-24" B LOAMY SAND 10YR6/8 9-24" B LOAMY SAND 10YR6/8 8.09 STAKE Ep,91 / �j 24-36" Cl MED. SAND 2.5Y6/6 24-36" C1 MED. SAND 2.5Y6/6 / ^, 36-120" C2 M/C SAND 2.SY 6/a 36-120" C2 M/C SAND 2.5Y 6/4 B F S n h• EL. 10.6 0" EL. 10.6 0" MAP 30 PCL 19 A 9" A 9" 7.48 �\J/ ALFRED F. ANTHONY B B - i5 EL. 8.6 24" EL. 8.6 24" 1, p4 7.43 r, m 4 C1 C1 CONTACTS. 6.33 , J EL. 7.6 36" EL. 7.6 36 NOTE: REMOVAL DEPTH MAY VARY ADJUSTED ADJUSTED WATER EL. 5.99 1 rTOP PERC 24 CAL POURED WATER EL. 5.99 AS 8 LAYER DEPTH VARIES WITH APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM BVW LOCATION i9_ar` _� - U AT 56" 7 MINUTES - ORIGINAL GROUND SURFACE ATTN: ANNE SCOTT 775-6240 83 STREET 2-10-99 FLAGS 1 - 5 i /' C�ArfD \ ` ADJUSTED 1.15' 6.50 C2 <2 MIN./IN, ADJUSTED 1.15' C2 HYA NISLMA 02601-3937 j �' gOROERNO A7 `\ N EL 4.84 '7 GROUND WATER AT 69" EL 4.84 y GROUND WATER AT 69" STORM WATER TRENCH SECTION 6.971 ,- �N_ , OWNER: JOHN H. ANNESSI 8 y' D �� 47 TAN GLEW000 RD. �� MIW_ VEL 9.2 W. YARMOUTH, MA 02673 NOT TO SCALE ZONE 2A J2.3AN 9 ADJE X(1/2) = 1.15' (SELLING PROPERTY TO CCCDEV.) PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 EL. 0.6 120" EL. 0.6 7 ZO" SYSTEM t: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: CT HOLE LOGS ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230*200%= 46OGAL. REQ.: USE EXISTING 1000 GAL S/T. MAP 30 PCL 27 TEST 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS, 2' SIDES JOHN H. ANNESSI E V V NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD BOTTOM: 16' X.8' =128 SF(1.0) = 128 GPD SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SITE �� SEPTIC TANK: IL-L-ar� t TOTAL: 243 GPO > 230 GPD O.K. 1.43 AC. / St%1 %j / 1 LE J ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505.200%= 1010 GAL. REQ. : USE 1500 GAL. H-10 S/T (MIN. ALLOWED) / / 46 PERSONS (+55 FUTURE) = 101(5) = 505 GPD LEACHING: 505/0.74= 682 SF REQ. USE A 18'X 61' LEACHING BED= 1098 SF / - NO GARBAGE DISPOSAL ALLOWED CAPACITY: 1098 SF (.74 GPD/SF) = 813 GPD > 490 O.K. / OF LAND IN GREASE TRAP: CONNECT KITCHEN SINKS & DISHWASHER ONLY / / WF' �\ YARMO T�� 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. /` I SEPTIC SYSTEM DESIGN DATA off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouthport, ma 02675 99-009 0 0 -_ B PREPARED FOR 42'64 „ E - CAPE COD CHILD DEVELOPMENT PROGRAM, INC. &/ 367 ROUTE 28 6 % WEST YARMOUTH, MA 02673 S MAP 30 PCL 18 - \\N Of 44s yo �tSN OF ,y 6)" PATRICK J. RIDGE rA`� pRNE o*>��6 ARNE H. 73/ �6"E o pfAUA N g , OUAYu SCALE: 1 =20 DATE: 3-8-99 GS No. 26 6 y 30 s2 REVISED: 3-27-99 (G/T. GRiWATERLINE, RPMP r ° (NO G/T. PIPE PITCH) _99 DRAINAGE EPARKNG)REVISED L /, DATE ARNE H. OJALA, . L. S. 20 0 20 40 60 Feet