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HomeMy WebLinkAbout115 Route 28 - Site Plan Utilities/ f / I / -x- / I I x FED HOTEL PROPERRES, LLC DB 22550 PG 191 REGRADE AS REQUIRED BEHIND BUILDINGS - Nooros_40_W---� FENCE ,PROPOSED / UNIT #5 21.00 UNIT #3 N032835 E .26'- -24. 44' N1935'40 E / l l - 119. G -- G -- G -- G6T W 2] O d (P \\ 23 Pa 25 B lL 26 G 30 COMMON A 0 O E' � N UNIT IT #2 W ❑------- J 32 L Ja UN 24•AMNT1t100 / FLAG / W. 22.5- - - - _ R_OOF p y 39 a° I V / /\�, f/ / W :i 1 FLAk / ,¢vwNt3 1 /40.5, I !f / aLEACHING f / / / "POOL POOL/B]I'IM10/� _ - - - - - W. 19.90 xo POOL s E0 �- / yl Xx X - - - - - - - - --' ! I.q q(nu#11 44 44/1"'©�- -- - _ © -------------_,,.--- - - - ® 22 - // I \ 1 f O /�I ,Jf 1 .6 1 UNIT 101.77 / FND. I UNIT I A 22.0 � N022 46' 'orw � UNIT 3: FO FND. 14 T14 DAN 4:DAK • Pb IM 4: 21.0 FND. I I •B'CN 6 PIN 'PIN 7 UNIT �/ W S 0~ 22.0 p1° 5.Ofi PIN UNIT AFFA y 22.5 GREGORY M. CAULEYDEAPD INV. •12•W $.OAK •6'PI _ABLE / /w DB 2940 PG 1 TWO COMP. SEPTIC TANK (3000 GAL COMP & 1700 GAL COMP) 20.0 4'OAK ' Gl l e P84.25P8 / l 1 \ LS 10YR6/8 I 6'OAK I \ 14•PIN •12'PIN 12 -PIN I DEAD LOCUST \1 LJ PERC •• • 2•%N 2'PIN I 14'PIN 4 09O W PVC 026 / 24 CA VENT--,14-LN _ / CHERRY • / PTERC CI M/C SAN 12•%N 12 PIN t4'LW 70YR5/6 AT ]B' / AT ]2' A-CHY •12• UNIT #8 24 GAL / 156 GRAVEL <9' AT 4:35 156 GRAVEL <9' AT 4:50 155 GRAVEL <2 MIN/IN. <2 MIN/IN. N/OODFRAME, / 14 -PIN HOUSE / / $� 1 W. 22.75 / vtl / UNIT #5 21.00 UNIT #3 N032835 E .26'- -24. 44' N1935'40 E / l l - 119. G -- G -- G -- G6T W 2] O d (P \\ 23 Pa 25 B lL 26 G 30 COMMON A 0 O E' � N UNIT IT #2 W ❑------- J 32 L Ja UN 24•AMNT1t100 / FLAG / W. 22.5- - - - _ R_OOF p y 39 a° I V / /\�, f/ / W :i 1 FLAk / ,¢vwNt3 1 /40.5, I !f / aLEACHING f / / / "POOL POOL/B]I'IM10/� _ - - - - - W. 19.90 xo POOL s E0 �- / yl Xx X - - - - - - - - --' ! I.q q(nu#11 44 44/1"'©�- -- - _ © -------------_,,.--- - - - ® 22 - // I \ 1 f O /�I ,Jf 1 .6 / -(-c UNIT / / N05 49 JOIE FND. I UNIT I A 22.0 j INV. UNIT 3: 22.0 FND. INV. UNIT 4: 21.0 FND. .0' qI 52.69' THB 6 � FND. I UNIT 6: 22.0 p1° INV. UNIT 7: 22.5 • INV. 4 27'2x " - J / 22 ?�' / /w ti TWO COMP. SEPTIC TANK (3000 GAL COMP & 1700 GAL COMP) 20.0 PROPOSED SIGN Gl l e P84.25P8 / l 1 \ LS 10YR6/8 I 17.9 I \ 14•PIN •12'PIN 12 -PIN I DEAD LOCUST LJ PERC •• • 2•%N 2'PIN I DEAD m 24 CA VENT--,14-LN _ / CHERRY • PTERC CI M/C SAN PER�C t4'LW I f ' S0773 30 "W 130.03' o / r o I TO BE DORIS V. RODENSKY o REBUILT DB 15813 PG 239 I T n I m 1 \}1 \ I JASON CARVALHO 1 1} OB 20488 PG 281 / I TH-C f 03 N I ' GJ . L \ 00 I \ \ \\ I V c° IEXISTIN \ HOUSE #29 BAXTER \ \\ I / :6 \\ \ I IR 1. \ / & a/ 1 (rvo p13) OF OH ' r I II !<II/41 QR` f f f 1 1 \ 2z 21 20 19 I9 1] 16 i5 M 14 12 EL BL/' /N O OFFlC AREA >� / Ily /D,U7 6 ' II f `BVN�9 - O.1 1.9 clay, \:"a - \ -- - ,(� ' 10'LOC i6'LOC 6'EOC B'•LDC 1%N x X • 12'W O W 4,/('Ill 1 1 B RS C, B, RCREEN H_DG JV 28 9 10'LOC 1D'(:OC UD I ' 10Y O•L 1.5 1 �0 LOC .i h ,' W ry f � 'FOUND I x x ( - x x x XSO 3`7'40 " x POSED 1000 GAL. 0"W 2 0 129. f/ I 1\ PROX 4- X 1 LEACH PIT W/ 4' STONE x i N PROPOSED 600 GAL. 21.o - - -22- evwp7 / } SOLID CATCH BASIN 141 • JAMES HURLEY v Q RLnG I / PA7RICIA A. JOSEPH IR DB 2895 PG 172 THE HARRIET E. LAPLAN7E REV 7R. I i V J 11 DB 23912 PG 2941 JOjl l'BVWg4I MH.B. f 1 I 1 BVWN3 FOUND I I \\ I l I 1 f 1 1/ 1 I / I RESOURCE AREA I BVW#21 DELINEATION BY f 1 / ' // CONSUL(TING FL9s / \ \ \ BENCHMARK: I \ } ''/ - - / evw�yl// / c \\ _ TOP OF YRB I \/ //h\-/ ELEV. 20.320 f - S .. "W - EDGE PAVE Baxter A venue/ _ _ _ _ _ _ _ _ --- ____ 1 ---- / BENCHMARK: TAG BOLT 4 33' WIDE 1927 TQWN' L.O. � / � � - - - 4 N ON HYDRANT EL. 24.80 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM I I FND. INV. UNIT 1: 22.6 FND. INV. UNIT 2: 22.0 FND. INV. UNIT 3: 22.0 FND. INV. UNIT 4: 21.0 FND. INV. UNIT 5: 21.0 FND. INV. UNIT 6: 22.0 FND. INV. UNIT 7: 22.5 FND. INV. UNIT 8: 22.75 DCE #03-244 CAST IRON COVERS TO GRADE ON INLET TEE, OUTLET TEE AM DBOX, OTHER FIRST FLOOR VARIES CONCRETE ACCESS COVERS TO WITHIN 6" OF FN. GRADE CLEAN OUT TYP. 23.3' MINIMUM .75' Or COVER OVER PRECAST PRECAST H-20 y"SCH4O 20.15' RISERS OYP.) 2'0 4"6SCH40 PV PIPES LEVEL IST 2' 19.90' , 0000 0 0 00 000000000000 0 19.66' 1 19.49' MARK CORNERS OF LEACHING FIELD W/ INSPECTION PORT REBAR SET 4" BELOW LA 910 OR EQUAL GRADE --_ 2% SLOPE FILTER FABRIC F2 2-.51 TOP 19.74' FINISHED GRADE- 4" LOAM & SEED CLEAN FILL 4" PERFORATED PVC 5' O.C. S=0.005 0 0 3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD o 0 221 LEVEL BOTTOM o CONN VENT 6"DEPTH 1�/ MIN BELOW INV. DEPTH OF FLOW = 4' D -BOX ACME DB -9 H-20 OR EQ. 10" PROPOSED STOCKADE FENCE BLOCK UP FOR 24" COVER TYP. E PROPOSED ELECTRIC LINE G PROPOSED GAS LINE TEE INLET DEPTH a a PROFILEDEPTHHERE SPECIFIED IFIEOGS OUTLET DEPTH 4 COMPACTION. (15.221 [2]) PRECAST LEACHING PIT 9.5' y 24" j -- 19.98 TEE ADJ. GROUNDWATER 10.0' (BOTTOM TH B) DEPTH: TEE (� % SLOPE) EST. 9.Ot LEACHING: USE A 44' X 44' LEACHING FIELD = 1936 SF X = 1432 GPD O.K. F&G = FRAME & GRATE RIM EL. 5000 GAL H-20 (-2-% SLOPE) GAS BAFFLE ': GAS BAFFLE 130' - SEPTIC TANK 24' D' BOX 25' 3,000 GAL COMP.% PROPOSED MANHOLE COVER 1,700 GAL COMP. MAX. /0 0000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISERS OYP.) 2'0 4"6SCH40 PV PIPES LEVEL IST 2' 19.90' , 0000 0 0 00 000000000000 0 19.66' 1 19.49' MARK CORNERS OF LEACHING FIELD W/ INSPECTION PORT REBAR SET 4" BELOW LA 910 OR EQUAL GRADE --_ 2% SLOPE FILTER FABRIC F2 2-.51 TOP 19.74' FINISHED GRADE- 4" LOAM & SEED CLEAN FILL 4" PERFORATED PVC 5' O.C. S=0.005 0 0 3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD o 0 221 LEVEL BOTTOM o CONN VENT 6"DEPTH 1�/ MIN BELOW INV. DEPTH OF FLOW = 4' D -BOX ACME DB -9 H-20 OR EQ. - 44.00' 5' MIN.UNSUITABLE PROPOSED STOCKADE FENCE BLOCK UP FOR 24" COVER TYP. E PROPOSED ELECTRIC LINE G PROPOSED GAS LINE 18 rJ2' SOIL REMOVAL INLET DEPTH a 10" L� WATER TEST FOR LEVEL 6 CRUSHED STONE OF MECHANICAL PROFILEDEPTHHERE SPECIFIED IFIEOGS OUTLET DEPTH 4 COMPACTION. (15.221 [2]) PRECAST LEACHING PIT 9.5' y WITH 4' STONE= 6'X14' j -- WITH 3'X3' LEACHING TRENCH ADJ. GROUNDWATER 10.0' (BOTTOM TH B) DEPTH: (1-.0% SLOPE) (� % SLOPE) EST. 9.Ot LEACHING: USE A 44' X 44' LEACHING FIELD = 1936 SF X = 1432 GPD O.K. F&G = FRAME & GRATE RIM EL. 5000 GAL H-20 (-2-% SLOPE) INV. - PIPE INVERT ELEVATION .74 FOUNDATION 130' - SEPTIC TANK 24' D' BOX 25' LEACHING FACILITY PROPOSED MANHOLE COVER FILL MAX. /0 SEPTIC TANK: 1430 GPD (2) = 2860 (1ST CHAMBER) + 1430 (2ND. CHAMBER = 4290 GAL REQ. (+ INSPECTION PORT IN SAS) USE A 5000 GAL. TWO COMP. SEPTIC TANK (3000 GAL COMP & 1700 GAL COMP) 20.0 PROPOSED SIGN NO GARBAGE GRINDERS ALLOWED 8 LS 10YR6/8 \ LS 10YR6/8 48' 17.9 s 17.0 40'-�21.2 DATE VENT W/ CHARCOAL FILTER DANIEL A. OJALA P.L.S., P.E. PERMIT SET: NOT FOR CONSTRUCTION GENERAL NOTES: 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 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE .CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. I. 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 MSL DATUM FROM DEFINITIVE SUBDIVISION PLANS. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 7. ALL SEPTIC PIPING 4"OSCH40 PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNER'S ENGINEER AND PERMISSION OBTAINED. 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 10. ANY EXISTING BUILDINGS, FOUNDATIONS, PAVING, RETAINING WALLS, DRYWELLS, EXISTING CESSPOOLS OR SEPTIC COMPONENTS, ETC. ON THE SITE SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTED SAND PRIOR TO MAKING THE IMPROVEMENTS SHOWN ON THE SITE PLAN. REMOVE TOPSOIL AND SUBSOIL FROM BESIDE AND BELOW ANY LEACHING STRUCTURES. 11. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN (ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING. 13. REMOVE TOPSOIL AND SUBSOIL FROM BESIDE AND BELOW ANY SEPTIC OR DRAINAGE LEACHING. LEACHING SYSTEM STONE TO BE SET IN CLEAN SAND ONLY, ENGINEER TO INSPECT. LEGEND: �----- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE S PROPOSED SEWER LINE E PROPOSED ELECTRIC LINE G PROPOSED GAS LINE W PROPOSED WATER UNE - - -22- - EXISTING CONTOUR -[22]- PROPOSED CONTOUR EXCAVATOR: REID EIWS, PRECAST LEACHING PIT I (• 1t : _ = WITH 4' STONE= 6'X14' j -- WITH 3'X3' LEACHING TRENCH ELEVATION: DEPTH: F&G 21.9 CATCH BASIN & 12" HDPE PIPE `INV. 18.0 F&G = FRAME & GRATE RIM EL. �J INV. - PIPE INVERT ELEVATION 0' 24.5 (2' BELOW TOP OF STRUCTURE) 22,41 PROPOSED SPOT GRADE PROPOSED MANHOLE COVER FILL +PROPOSED CLEANOUT OO PROPOSED SEWER MANHOLE 8. (+ INSPECTION PORT IN SAS) 19.6 PROPOSED ANTIQUE SME LAMP POST 20.0 PROPOSED SIGN 8 LS 1"6/8 8 LS 10YR6/8 PROPOSED SERVICE LINE/CLEANOUT LOCUS ASSESSORS MAP 37 PARCEL 78 LOCUS IS IN F.E.M.A. ZONE C REFERENCES PLAN REFERENCE: PB 149 PG 121, 196/41, 451/39 DB 7970 PG 237 OWNER OF RECORD MARMARIS CORPORATION 13 STONEYBROOK ROAD, CHARLETON, MA 01507 DB 7970 PG 237 ADDRESS: #115 Rt. 28, W.YARMOUTH, MA 120. 1 11.9 144. 1 110.0 132' 1 113.5 NO DATE 9/24/03 2 PM NO GROUNDWATER FOUND HOLE LOGS GATBH 9/24/°3 2 PM DATE: 9/24/03 2 PM EVALUATOR: DANIEL A. GIALA PLS. SE EVALUATOR: DANIEL A, G1AU PLS, SE EVALUATOR: DANIEL 0. OlAlF PLS. $E WITNESS: ANY VON HONE, RS (BOH)' WITNESS: AMY VON HONE, RS (BOH) WITNESS: AMY VON HONE, RS (BOH) EXCAVATOR: REID EIWS, ELLIS BROS. CONST. EXCAVATOR: REID ELLIS, ELLS BROS. CONST. EXCAVATOR: ROD ELUS, EWS BROS. CONST. DEPTH: ELEVATION: DEPTH: ELEVATION: DEPTH: ELEVATION: 0• 21.9 0• 22.0 0' 24.5 A LS ICYR3/2 FILL I'LL 8. 28' 19.6 '24' 20.0 B 8 LS 1"6/8 8 LS 10YR6/8 LS 10YR6/8 48' 17.9 60' 17.0 40'-�21.2 LJ PERC AT 52• AT 5 24 CA Cl M/C SAN _ <9• MI 5:10 <2 MIN/IN. PTERC CI M/C SAN PER�C Cl M/C SAID 70YR5/6 AT ]B' 10YR5/6 AT ]2' 10YR5/6 24 GAL 24 GAL 156 GRAVEL <9' AT 4:35 156 GRAVEL <9' AT 4:50 155 GRAVEL <2 MIN/IN. <2 MIN/IN. 120. 1 11.9 144. 1 110.0 132' 1 113.5 NO GROUNDWATER FOUND TEST NO GROUNDWATER FOUND HOLE LOGS NO GROUNDWATER FOUND COTTAGE RECONSTRUCTION UNITS #1 - #7 SITE PLAIN UTILITIES WINDRIFT VILLAGE #115 ROUTE 25 IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES DATE: APRIL 18, 2011 REV: MAY 4, 2011 (PER DESIGN REVIEW COMMENTS) REV: MAY 12, 2011 (ADDED TREE & PARKING CALC'S) SCALE: 1 "=30' 30 0 30 60 90 Feet off 508-362-4541 fax 508 362-9880 do wn cope engineering, inc. C117/L ENGINE -ERS LAND SURVEYORS 939 Main Street - YARMOUTHPORTA MASS. 03-244 HOUSING.DWG (DAO)