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Home My WebLink About367 Route 28 Site PlanT.F. EL 14,00: x2.51 12.3. 15' AT 1% 4"SCH40 PVC CONC. COVER? 6" OF GRADE 9" MIN. COVER OVER S/T CONNECT ENDS OF PIPES WITH 3" SCH40 PVC AND VENT EXISTING 4' X 3.1' 15' MIN. BRACE WITH P.T. 4"X4' POST - SIGN FREESTANDING ONBE G LANDSCAPE TIMBER WALL D NEW PAVEMENT OVER LEACHING 18'X 61' LEACHING FIELD _ BREAKOUT EL 12.2'- 11.9' STAINLESS STEEL STRAP AND SCREEN RESTORED & SEE PAVEMENT SECTION SEE CROSS SECTION - jBkZAAPRE-LETTERED 23 10 1500 GAL H 10 14 18' AT 1TEE TEE 4"OSCH80(GREY) PVC SEPTIC TANK 12.18 GRADE RAISED OVER PIPE 4' LIQ. LEVEL GAS INV. 11.98' 1 1.31 ACME OR EQUAL 6" MIN. COVER "`" 3"0SCH40 PVC AT 0.005 FT. FT. BAFFLE • INV'S. 11.81 11.81 BOTTOM REMOVAL MAY VARY ASV5' LEVEL 1ST 2' TITLE 5 ORIFICES IN BOTTOM. BOTTOM OF B LAYER VARIES (30"t) --•r ENGINEER TO INSPECT REMOVAL SIGN DETAIL H-20 D -BOX ON 12" COMPACTED GRAVEL 6" GRAVEL & MECH. 4"H-20 F&C SET ON CONCRETE DISK POURED ADJ. WATER EL. 5.99 REMOVAL N.T.S. COMPACTION AROUND D -BOX AND PIPES. ACME D85 H-20 OR EQUAL ADJ. WATER EL. 5.99 - TBM: HYDRA 111 OBSV. WATER EL. 4.84 16.17 NGVD. 14 _ ONE WAY INONE UT T SIGNAGE (TYP.) '{ML O Te NORTH ROAD SEPTIC SYSTEM SECTION 45 STgTf HIT �8 APPROX. SCALE: ," = 5' HORIZ. &VERTICAL 5' REMOVAL REQUIRED 30"± DEEP J ^\� � � 'qY t4 - c\ OUT EXISTING GRANITE CURB TO BOTTOM B LAYER 9 O- /V 8� AT SIDEWALK (TYP.) OVERHEAD ELECTRIC 1" TOPCOAT MASS DPW OWNERS ENGINEER TO INSPECT V n % 83 TYPE 11 QUOTE ADDITIONAL REMOVAL PRICE GRASS ISLAND 8100 (�+ SEE PAVEMENT CROSS SECTION _ - 9" MIN. COVER _. 2" BINDER BY VOLUME IN CASE REQUIRED W T. EXISTING WATERLINEW ' - n^�',� UND (ABANDON) `'W EXISTING SIGN 6' O.C. .COMPACT BACKFILL. O 00000000 O 000000 SEE DETAIL ABOVE PAINT ARROWS AS SHOWN - SEE PAVEMENT SECTION 0101000000001000000000 (, EXIT ONLY THIS SIDE. - ° o o ° _ ASSESSORS MAP 30 PCL 21 >000°0000 MIRAFI 140N FABRIC OVER STONE _ ,�.` ,``\ m "�..\`� - `` 0000 °0 2 PEASTONE - EL. 11.92 TO 12.23 - 8.5" DENSE GRADED CRUSHED STONE 14 \ 7 @ \ PLAN REF. PB 257 PG 19 \ �92 0.5 T DB 1649 PG 69 - MDPW M2.01.7 VIB. ROLLER COMPACTED. BOX N 18' X 1' LEACHING L1 �"�°1 �/ a 2" q- N �� 74•I 4 G ZONING DISTRICT: 62 °o°o o °o°o°o°o°o o°o°o°o°o°o°o°oe°eoeoeo a°eo°oe 00000°° -j-1 ., INV. EL. 11.50 TO 11.81 \ SEPTIC SYSTEM#2 � / - °°°,° °°°e°e°°°° 0000°e°°°° ° ° ° 3 0" SETBACKS: 30 FRONT, 25 SIDE, 20 REAR ENT AS, RE SYSTEM_\ / sAwCUTt W MAX BUILDING COVERAGE 25% o°0000°°o°o°Oo°o°°00°00°000°°Oo°a°o o�000 0eoo° / p °e°e eo°0o°00000vo apoeooeoovovoaovoa00000e000sovo °°0000°0°0$°000°0°°0°0°0° SAWCUT EXIST. VEMENT A$^ REQ. M "� °e°°o°°oo°o°°O°O°o°°o°o°°eo°o°°OeO°a°°o°ooe000000°o°o°o°°O°o°°o�o�°o�°o�°o' 6" EL. 11.00 TO 11.31 PAVEMENT CROSS SECTION MATCH EXISTING GRADES\ _� �� PROPOSED 12'82 E SET - °o°o°e °o°o°o°°O°o°o°oa00000°°o°o°°°o°000°o°o°o.°0000°00000°o°o°e°o° \ `w` 0 3� GRASS AREA MAX IMPERVIOUS COVERAGE: 70% L� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o I - ^�_�� \ � �_ 63• ATINATE C S LINE (TYP. NOT TO SCALE 12 r 5 coo'RDINATE WITH r GROUNDWATER OVERLAY DISTRICT: NONE 3"0SCH40 PVC 9" TOTAL OF .75" - 1.5" STONE 1 A9 ^ � "- YAR. WATER DPT. FLOODZONE: B & A9 YAR. PANEL 5 WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY �� EXIST. SPRUCE \ y EXIST. ED E PAVE ) CONNECT ENDS AND VENT of 1 �p tae EXISTING USE: H-11 MISC. RETAIL STORE \o Q LANDSCAPE TIE PLANTER 7D' , o'a O s"Rp �o PROPOSED USE: P-7 DAY CARE FACILITY r� Z� ° y AROUND S./T & G/ 02� �. 11,0 0 Sep �� - o, 10P OF WALL EL. 14. \ Q� 726• `jS9, 129IV AREA DRAIN #1 - P -S EDUCATIONAL INSTITUTION LEACHING FIELD SECTION - PROP. 600 GAL LOT SIZE: 62,241. SF3. (1.43 AC.t) V ISE GRADE ...NOT TO SCALE - NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHAH MAKE THE REQUIRE 7 %20/ PA STRIPE 2 6'X5' H-20 W/ 2' STONE PROPOSED AREA DRAIN 00• 36• t�� 11.93 /'&,4 - /\A H-20 F&G EL.11.6 EXISTING IMPERVIOUS COVERAGE: 16,832 SF =27% F&G EL.. 10.4 (2p• QC' C,�pROP ED INVERT It -CONNECT DOWNSPOUTS WITH - - PROPOSED IMPERVIOUS COVERAGE 15,497 SF 25% PROPOSED STORM WATER TYP. M/�V� �Q /, 12.09 7 a��Q EL. 1751 4"SCH40 PVC AT 2% MIN AS SHOWN BUILDING COVERAGE: 3946SF = 6% DRAINAGE TRENCH 3'X3'X56' SIZE o - n RF, �, 0 Qv COVER W/ CONC. RAMP �. PAVED APRON AS SHOWN o RESTRIPE PARKING PAVED SWALE TO BASIN �\ LOT AS SHOWN,0) _ AS.. SHOWN ,3 �, / ��Z / V U ZONE A9 (EU' I., EXISTING h - o a / 6" LOAM & SEED DISTURBED AREAS \ \ 1 . 7 BUILDING D 2 HOUR NOTIFICATION TO DIG SAFE EX TING EDGE PAVEMENT �4 I � - - ^ry. �� / 3946 SF FOOTPRI T � (TYP.) (1-868-344-7233) 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. 11.54 p p /�� "� ' EXISTING LOADING DOCK AND SEEPAVEMENT CROSS SECTION 0 2 Qv 40 8` H-20 F&G EL. 11.6 PAVEMENT TO BE REMOVED 100' OFF BVW I ✓� ^o ` / / \ ,"r - 6" LOAM & SEED AREA. _ o,"oy / i N W R STEPS A SHOWN PLANTINGS WAT R / / % �\ D° O E DOORS & 5 E 5 5 5 O CAUTION: ADJUSTING BLOCKS -20 RISER .� GAT j TOP FOUNDATION t`' / PROP. 600 GAL TOP STRUCTURE >• o �A FRONT OF FENCE - / EL. 14.Ot ,� . AREA DRAIN N2: 6'X5' GAS LINE EL. 10.314, MORTAR ALL COMPONENTS '. f \q° o �, FIRST FkFY �, H-20 W/ 2' STONE (TYPJ l TH °�1 ",� ; - Z- -EC 15.2± I 9 - CONCRETE COVER 8" DN. O 00 0000- \ 3'. CRAWLSPACE TOP STRUCTURE EL.=10.3' 4" MIN.. PEASTONE ' f o°000°coo AND MIRAFI 140NS 210 1`0.6 a / by _ 4"OSCH-40 PVC AT 2% MIN. °00°00°00000 00000000 °0000°0°00 FABRIC OVER STONE 000 0 0°0 0°000 0 0 " FRON RO F DRAINS o 0000 oo 5 -0 X 6'0 00.0.000 / _ J MAP.30 PCL 20 - ' REMOVE FILL & 00000°a H-20 APP X. TREELINE �." 2" ATER. MAIN 4 ? kQ ! 'TERRI L;,, NOYES 1 °o°°o°o°OOoo I 600 GAL. 'o °°o°o° °o° OLD TOP & SUBSOIL °00000 00 • ° CEMENT COVER ON Y 8S' - T .. I FOR 5' MIN. 0000°o LEACHPIT °00000000 \\ TH2 6 PACES (ABANDON) - - - - -- _EXISTINGPADEMENT - - - ` AROUND STONE 0004 0000 pSHOREY OR EQUAL ooc°°°o ON DRYWELL (j2 0°00000° 10.6 FUT E L9CPANA�_/ ^� ` - •: (TO''BE..FEMOVED) _. 1 REPLACE WITH 000000000 .. °0°oa t I� CLEAN SAND 000°0°o°a Lo 90 �O \ \ / \ 000000000 000°0°000 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. - I �` \/ FENCED PLAYGROUND \ 0 PROPOSED FENCE 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.- ^7 (WOODEN FENCE AGAINST PARKING) AROUND HVAC UNITS 1 / 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED gS � \ EXISTING / 3/4" - 1 1/2" 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �. - �/ D -BOX - 0 L _-___-________ DOUBLE WASHED STONE_______________ _�: INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - EARTH MOU S EXISTING CLEARING .. 2' MIN. AROUND PIT FROM BOARD OF HEALTH MAP 30 PCL 22 '/2 THIS AREA 1 TO BE LOAMED & SEEDED 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. 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 /*-(TYP.) R CORRUGATED HDPE PIPE MORTAR ADS N-12 OR EQUAL _ DRILL O S .75"-1.5" DOUBLE EL. 9.7 HOLES WASHED STONE 3' EL.7.7- C.B. TRAPS 1 CAP ENDS 2"0 DPE PIP E�BOWS S H -o20 6 0 3' EL.5.7 - 600 GAL. LEACHPIT TRENCH CROSS SECTION 1 SHOREY OR EQUAL NTS PROPOSED LEACHING TRENCH , (BOTH SIDES) 2' STONE AROUND PIT WEST YARMOUTH MA HOT LTD. AN BEC RED / AREA DRAIN SECTIO N FLAGSHIP MOTEL �� AND LEV ED) 11.4 [`� Q EXISTINGTITLE 5 NOT TO SCALE SEPTIC SYSTEM \ / - ^\` fi. r \ TO REMAIN . 9 - FLAGA 1 (SYSTEM #1) ` PPOP O ED PLAYGROUND o CEMENT BOUND FOUND TH1 - TH2 \ 5' CHAIN LINK FENCING EXISTING 8'X4'FIOW DIFFUSER W/ 4'STONE ENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SILT FENCE AT 36' IST. 1000 GAL y BOH: BRUCE MURPHY, RS, CHO BOH: BRUCE MURPHY, RS, CHO OFF WETLAND AS HOWN o A^Z EXCV. BORTOLOTTI CONST EXCV. BORTOLOTTI CONST. - o DATE: 2-3-99 2 PM DATE: 2-3-99 2 PM 10.54 - A�-8 0-9" A SANDY LOAM t0YR3/2 0-9" A SANDY LOAM 10YR3/2 - 9-24" B LOAMY SAND t0YR6/8 9-24" B LOAMY SAND 10YR6/8 - \ TRAV11.24 (FItJ-ED CO 24-36" C1 MED. SAND 2.876/6 24-36" C1 HED. SAND 2.576/6 J ,FLAG\8.09 STAKE d 10.91 o ;� Nom. 36-120" C2 I SAND 2.5Y 6/4 36-120' C2 M/C SAND 2.5Y 6/4 / B TQ F S �� N EL. 10.6 D" EL 10.6 0" MAP 30 PCL 19 A 9". A 9" _ 7 48 J/ ALFRED F. ANTHONY B B `� EL. 8.6 24" EL. 8.6 24" 1\% 6 -_�#4 7.43. "�Q j CI C1 -- CONTACTS: 6.33 \, j m EL. 7.6 36" EL 7.6 36 NOTE: REMOVAL DEPTH MAY VARY - `j #2 ADJUSTED ADJUSTED AS B LAYER DEPTH VARIES WITH I' WATER EL. 5.99 • TOP PERC 24 GAL POURED WATER EL 5.99 APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM - AT 56" 7 MINUTES - ATTN:ANNE SCOTT 775-6240 It � ORIGINAL GROUND SURFACE BVW LOCATION I �' 6 5J V �" 83 PEARL STREET 2-10-99 FLAGS 1 - 5 �+ fG�47, ADJUSTED 1.15' 6.50 C2 <2 MIN./IN. ADJUSTED 1.15' CZ HYANNIS, MA 02601-3937 G iOF- N Hl GROUND WATER AT 69" GROUND WATER AT 69" OWNER: JOHN H. ANNESSI STORM WATER TRENCH SECTION --- 0°R w EL' 4'64 EL 4.84 _ 6.97 I i CqN" - 47 TARMOUTH, 0 MIW-29 JAN 99 LEVEL 9.2 4 � �3 ✓' _ - D � - W:.YARMOUTH;MA 02673 NOT TO SCALE (SELLING PROPERTY TO. CCCDEV) -' ZONE A 2.3' ADJ X(1/2) = 1.15' PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 - EL. 0.6 120" C EL. 0.6 120" .. SYSTEM 1: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: TEST HOLE LOG. ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230'2007= 460GAL. REQ.: USE EXISTING 1000 GAL S/T. MAP 30 PCL 21 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS, 2' SIDES f NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD JOHN H. ANNESSI + •,y, BOTTOM: 16' X 8' =128 SF(1.0) = 128 GPD 1.43 AC. TOTAL: 243 GPD > 230 GPD O.K. TF7-17-1 PLAN SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SEPTIC TANK: - _ 1 1LI .L�1V ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505.2007= 1°10 GAL. REO.: 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 )=44EN SINKS &DISHWASHER ONLY (WEST) YARMOUTH, ' `A 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. ily �H � 1 � /) YARMOUTH, 1 l,/1 SEPTIC SYSTEM DESIGN DATA s PREPARED FOR 6,. oo• off 508-362-4541 4?64 I E CAPE COD CHILD DEVELOPMENT' PROGRAM, INC. fox soft 362-9860 367 ROUTE 28 down cape engineering, Inc. 6 WEST YARMOUTH, MA 02673 OF 4f CIVIL ENGINEERS S 6 PATRICK J. RIDGE ri`3`\ARNeAJ `yam �A EH. % o J� �o ARNE H. ya OJALA SCALE: 1"=20' DATE: 3-8-99 LAND SURVEYORS 7 ops„ � pjnLA N "' 3 os F s N°.26348 ` C1V14 REVISED: 3-27-99. (C/T. WATERLINE. RAMP. .e ..'{0794 r DRAINAGE & RESERVE PARKING) 939 main st. yarmouthport, ma 02675 <` " Q Rfcls,fa` , 9 L ° REVISED: 5-17-99 (No G/T, PIPE PITCH) ° I� 20 0 20 40 60 Feet / DATE ARNE H. OJALA, L.S. 99-009 I Pf,/t,/>, lCf- 5 4'pGre 28 ��PQ�Q^ =o S 0 � � QO P LOCUS r- P vQo LOCUS MAP SCALE 1" = 1000' ° o o ° _ ASSESSORS MAP 30 PCL 21 >000°0000 MIRAFI 140N FABRIC OVER STONE _ ,�.` ,``\ m "�..\`� - `` 0000 °0 2 PEASTONE - EL. 11.92 TO 12.23 - 8.5" DENSE GRADED CRUSHED STONE 14 \ 7 @ \ PLAN REF. PB 257 PG 19 \ �92 0.5 T DB 1649 PG 69 - MDPW M2.01.7 VIB. ROLLER COMPACTED. BOX N 18' X 1' LEACHING L1 �"�°1 �/ a 2" q- N �� 74•I 4 G ZONING DISTRICT: 62 °o°o o °o°o°o°o°o o°o°o°o°o°o°o°oe°eoeoeo a°eo°oe 00000°° -j-1 ., INV. EL. 11.50 TO 11.81 \ SEPTIC SYSTEM#2 � / - °°°,° °°°e°e°°°° 0000°e°°°° ° ° ° 3 0" SETBACKS: 30 FRONT, 25 SIDE, 20 REAR ENT AS, RE SYSTEM_\ / sAwCUTt W MAX BUILDING COVERAGE 25% o°0000°°o°o°Oo°o°°00°00°000°°Oo°a°o o�000 0eoo° / p °e°e eo°0o°00000vo apoeooeoovovoaovoa00000e000sovo °°0000°0°0$°000°0°°0°0°0° SAWCUT EXIST. VEMENT A$^ REQ. M "� °e°°o°°oo°o°°O°O°o°°o°o°°eo°o°°OeO°a°°o°ooe000000°o°o°o°°O°o°°o�o�°o�°o�°o' 6" EL. 11.00 TO 11.31 PAVEMENT CROSS SECTION MATCH EXISTING GRADES\ _� �� PROPOSED 12'82 E SET - °o°o°e °o°o°o°°O°o°o°oa00000°°o°o°°°o°000°o°o°o.°0000°00000°o°o°e°o° \ `w` 0 3� GRASS AREA MAX IMPERVIOUS COVERAGE: 70% L� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o I - ^�_�� \ � �_ 63• ATINATE C S LINE (TYP. NOT TO SCALE 12 r 5 coo'RDINATE WITH r GROUNDWATER OVERLAY DISTRICT: NONE 3"0SCH40 PVC 9" TOTAL OF .75" - 1.5" STONE 1 A9 ^ � "- YAR. WATER DPT. FLOODZONE: B & A9 YAR. PANEL 5 WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY �� EXIST. SPRUCE \ y EXIST. ED E PAVE ) CONNECT ENDS AND VENT of 1 �p tae EXISTING USE: H-11 MISC. RETAIL STORE \o Q LANDSCAPE TIE PLANTER 7D' , o'a O s"Rp �o PROPOSED USE: P-7 DAY CARE FACILITY r� Z� ° y AROUND S./T & G/ 02� �. 11,0 0 Sep �� - o, 10P OF WALL EL. 14. \ Q� 726• `jS9, 129IV AREA DRAIN #1 - P -S EDUCATIONAL INSTITUTION LEACHING FIELD SECTION - PROP. 600 GAL LOT SIZE: 62,241. SF3. (1.43 AC.t) V ISE GRADE ...NOT TO SCALE - NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHAH MAKE THE REQUIRE 7 %20/ PA STRIPE 2 6'X5' H-20 W/ 2' STONE PROPOSED AREA DRAIN 00• 36• t�� 11.93 /'&,4 - /\A H-20 F&G EL.11.6 EXISTING IMPERVIOUS COVERAGE: 16,832 SF =27% F&G EL.. 10.4 (2p• QC' C,�pROP ED INVERT It -CONNECT DOWNSPOUTS WITH - - PROPOSED IMPERVIOUS COVERAGE 15,497 SF 25% PROPOSED STORM WATER TYP. M/�V� �Q /, 12.09 7 a��Q EL. 1751 4"SCH40 PVC AT 2% MIN AS SHOWN BUILDING COVERAGE: 3946SF = 6% DRAINAGE TRENCH 3'X3'X56' SIZE o - n RF, �, 0 Qv COVER W/ CONC. RAMP �. PAVED APRON AS SHOWN o RESTRIPE PARKING PAVED SWALE TO BASIN �\ LOT AS SHOWN,0) _ AS.. SHOWN ,3 �, / ��Z / V U ZONE A9 (EU' I., EXISTING h - o a / 6" LOAM & SEED DISTURBED AREAS \ \ 1 . 7 BUILDING D 2 HOUR NOTIFICATION TO DIG SAFE EX TING EDGE PAVEMENT �4 I � - - ^ry. �� / 3946 SF FOOTPRI T � (TYP.) (1-868-344-7233) 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. 11.54 p p /�� "� ' EXISTING LOADING DOCK AND SEEPAVEMENT CROSS SECTION 0 2 Qv 40 8` H-20 F&G EL. 11.6 PAVEMENT TO BE REMOVED 100' OFF BVW I ✓� ^o ` / / \ ,"r - 6" LOAM & SEED AREA. _ o,"oy / i N W R STEPS A SHOWN PLANTINGS WAT R / / % �\ D° O E DOORS & 5 E 5 5 5 O CAUTION: ADJUSTING BLOCKS -20 RISER .� GAT j TOP FOUNDATION t`' / PROP. 600 GAL TOP STRUCTURE >• o �A FRONT OF FENCE - / EL. 14.Ot ,� . AREA DRAIN N2: 6'X5' GAS LINE EL. 10.314, MORTAR ALL COMPONENTS '. f \q° o �, FIRST FkFY �, H-20 W/ 2' STONE (TYPJ l TH °�1 ",� ; - Z- -EC 15.2± I 9 - CONCRETE COVER 8" DN. O 00 0000- \ 3'. CRAWLSPACE TOP STRUCTURE EL.=10.3' 4" MIN.. PEASTONE ' f o°000°coo AND MIRAFI 140NS 210 1`0.6 a / by _ 4"OSCH-40 PVC AT 2% MIN. °00°00°00000 00000000 °0000°0°00 FABRIC OVER STONE 000 0 0°0 0°000 0 0 " FRON RO F DRAINS o 0000 oo 5 -0 X 6'0 00.0.000 / _ J MAP.30 PCL 20 - ' REMOVE FILL & 00000°a H-20 APP X. TREELINE �." 2" ATER. MAIN 4 ? kQ ! 'TERRI L;,, NOYES 1 °o°°o°o°OOoo I 600 GAL. 'o °°o°o° °o° OLD TOP & SUBSOIL °00000 00 • ° CEMENT COVER ON Y 8S' - T .. I FOR 5' MIN. 0000°o LEACHPIT °00000000 \\ TH2 6 PACES (ABANDON) - - - - -- _EXISTINGPADEMENT - - - ` AROUND STONE 0004 0000 pSHOREY OR EQUAL ooc°°°o ON DRYWELL (j2 0°00000° 10.6 FUT E L9CPANA�_/ ^� ` - •: (TO''BE..FEMOVED) _. 1 REPLACE WITH 000000000 .. °0°oa t I� CLEAN SAND 000°0°o°a Lo 90 �O \ \ / \ 000000000 000°0°000 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. - I �` \/ FENCED PLAYGROUND \ 0 PROPOSED FENCE 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.- ^7 (WOODEN FENCE AGAINST PARKING) AROUND HVAC UNITS 1 / 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED gS � \ EXISTING / 3/4" - 1 1/2" 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �. - �/ D -BOX - 0 L _-___-________ DOUBLE WASHED STONE_______________ _�: INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - EARTH MOU S EXISTING CLEARING .. 2' MIN. AROUND PIT FROM BOARD OF HEALTH MAP 30 PCL 22 '/2 THIS AREA 1 TO BE LOAMED & SEEDED 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. 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 /*-(TYP.) R CORRUGATED HDPE PIPE MORTAR ADS N-12 OR EQUAL _ DRILL O S .75"-1.5" DOUBLE EL. 9.7 HOLES WASHED STONE 3' EL.7.7- C.B. TRAPS 1 CAP ENDS 2"0 DPE PIP E�BOWS S H -o20 6 0 3' EL.5.7 - 600 GAL. LEACHPIT TRENCH CROSS SECTION 1 SHOREY OR EQUAL NTS PROPOSED LEACHING TRENCH , (BOTH SIDES) 2' STONE AROUND PIT WEST YARMOUTH MA HOT LTD. AN BEC RED / AREA DRAIN SECTIO N FLAGSHIP MOTEL �� AND LEV ED) 11.4 [`� Q EXISTINGTITLE 5 NOT TO SCALE SEPTIC SYSTEM \ / - ^\` fi. r \ TO REMAIN . 9 - FLAGA 1 (SYSTEM #1) ` PPOP O ED PLAYGROUND o CEMENT BOUND FOUND TH1 - TH2 \ 5' CHAIN LINK FENCING EXISTING 8'X4'FIOW DIFFUSER W/ 4'STONE ENGINEER: ARNE H. OJALA P.E. PLS ENGINEER: ARNE H. OJALA P.E. PLS DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SILT FENCE AT 36' IST. 1000 GAL y BOH: BRUCE MURPHY, RS, CHO BOH: BRUCE MURPHY, RS, CHO OFF WETLAND AS HOWN o A^Z EXCV. BORTOLOTTI CONST EXCV. BORTOLOTTI CONST. - o DATE: 2-3-99 2 PM DATE: 2-3-99 2 PM 10.54 - A�-8 0-9" A SANDY LOAM t0YR3/2 0-9" A SANDY LOAM 10YR3/2 - 9-24" B LOAMY SAND t0YR6/8 9-24" B LOAMY SAND 10YR6/8 - \ TRAV11.24 (FItJ-ED CO 24-36" C1 MED. SAND 2.876/6 24-36" C1 HED. SAND 2.576/6 J ,FLAG\8.09 STAKE d 10.91 o ;� Nom. 36-120" C2 I SAND 2.5Y 6/4 36-120' C2 M/C SAND 2.5Y 6/4 / B TQ F S �� N EL. 10.6 D" EL 10.6 0" MAP 30 PCL 19 A 9". A 9" _ 7 48 J/ ALFRED F. ANTHONY B B `� EL. 8.6 24" EL. 8.6 24" 1\% 6 -_�#4 7.43. "�Q j CI C1 -- CONTACTS: 6.33 \, j m EL. 7.6 36" EL 7.6 36 NOTE: REMOVAL DEPTH MAY VARY - `j #2 ADJUSTED ADJUSTED AS B LAYER DEPTH VARIES WITH I' WATER EL. 5.99 • TOP PERC 24 GAL POURED WATER EL 5.99 APPLICANT: CAPE COD CHILD DEVELOPMENT PROGRAM - AT 56" 7 MINUTES - ATTN:ANNE SCOTT 775-6240 It � ORIGINAL GROUND SURFACE BVW LOCATION I �' 6 5J V �" 83 PEARL STREET 2-10-99 FLAGS 1 - 5 �+ fG�47, ADJUSTED 1.15' 6.50 C2 <2 MIN./IN. ADJUSTED 1.15' CZ HYANNIS, MA 02601-3937 G iOF- N Hl GROUND WATER AT 69" GROUND WATER AT 69" OWNER: JOHN H. ANNESSI STORM WATER TRENCH SECTION --- 0°R w EL' 4'64 EL 4.84 _ 6.97 I i CqN" - 47 TARMOUTH, 0 MIW-29 JAN 99 LEVEL 9.2 4 � �3 ✓' _ - D � - W:.YARMOUTH;MA 02673 NOT TO SCALE (SELLING PROPERTY TO. CCCDEV) -' ZONE A 2.3' ADJ X(1/2) = 1.15' PER CONSULT. W/ HEALTH DPT. ENGINEER: DOWN CAPE ENG. INC. 362-4541 - EL. 0.6 120" C EL. 0.6 120" .. SYSTEM 1: (EXISTING TITLE 5 SYSTEM) SEPTIC TANK: TEST HOLE LOG. ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 230'2007= 460GAL. REQ.: USE EXISTING 1000 GAL S/T. MAP 30 PCL 21 46 PERSONS = 46(5) = 230 GPD LEACHING: USE EXISTING 8' X 4' FLOW DIFFUSER WITH 4' STONE ENDS, 2' SIDES f NO GARBAGE DISPOSAL ALLOWED CAPACITY: SIDEWALL (16+8)2(0.96)=46 (2.5) = 115.2 GPD JOHN H. ANNESSI + •,y, BOTTOM: 16' X 8' =128 SF(1.0) = 128 GPD 1.43 AC. TOTAL: 243 GPD > 230 GPD O.K. TF7-17-1 PLAN SYSTEM 2: (PROPOSED TITLE 5 SYSTEM) SEPTIC TANK: - _ 1 1LI .L�1V ELEMENTARY SCHOOL (NO CAFETERIA): 5 GPD/PERSON 505.2007= 1°10 GAL. REO.: 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 )=44EN SINKS &DISHWASHER ONLY (WEST) YARMOUTH, ' `A 147(3GPD)=441 GAL. USE 1000 GAL H-10 GREASE TRAP. ily �H � 1 � /) YARMOUTH, 1 l,/1 SEPTIC SYSTEM DESIGN DATA s PREPARED FOR 6,. oo• off 508-362-4541 4?64 I E CAPE COD CHILD DEVELOPMENT' PROGRAM, INC. fox soft 362-9860 367 ROUTE 28 down cape engineering, Inc. 6 WEST YARMOUTH, MA 02673 OF 4f CIVIL ENGINEERS S 6 PATRICK J. RIDGE ri`3`\ARNeAJ `yam �A EH. % o J� �o ARNE H. ya OJALA SCALE: 1"=20' DATE: 3-8-99 LAND SURVEYORS 7 ops„ � pjnLA N "' 3 os F s N°.26348 ` C1V14 REVISED: 3-27-99. (C/T. WATERLINE. RAMP. .e ..'{0794 r DRAINAGE & RESERVE PARKING) 939 main st. yarmouthport, ma 02675 <` " Q Rfcls,fa` , 9 L ° REVISED: 5-17-99 (No G/T, PIPE PITCH) ° I� 20 0 20 40 60 Feet / DATE ARNE H. OJALA, L.S. 99-009 I Pf,/t,/>, lCf-