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Home My WebLink About797 Route 28 - Site Plan 4F� N 0.50 I g°' • x 52 _ 9.79 `0 - �.36/ /\ 0.13 / 4 +20. 7 / / \\ 9. 20. -8 0.44 / n P/ JEfE/ 19.97 \ x EXISTING \ \ tii /SCONE / GRAVEL \ x N \ ° 69 20.01 \\ \ 1 1a }20'1 �y 20.00 aT A11 V A 19.58 9.67 \ 9.15 \ \ 1 \ \ \ 19.49 \ \ \\ 4 19, 2010U \ EXISTING GARAGE \\ \\ `.. 1 a V bb \ &U .1 REM \ 197 SHED\1.58 f _ EXISTING \SEPTIC X9.67 19.51 SYSTEM A\ \\ 19.82 \\ \o \P 19,75 m � .720.31 \1 N\ +20.03+20ob A ��O \ N\ \ \ \ a\ \ \ +19.5z / +19.4, �\ \ G,A -18.20 \NG Q\5 .76 LOT AREA 21,5611 S.F� 70 0.491 ACR Rm RJR 1' T S IF I, SCALE 1" = 100' LEGEN '-" 99- EXISTING CONTO +9992 EXIST. SPOT ELEV. --L`5��-- PROPOSED CONTOUR 198,41 PROPOSED SPOT EL. TH1 .. EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCAAONS. TEST HOLE 2� SLOPE OF GROUND Q� UTILITY POLE Street - YARMOUTHPORT, MASS. .FIRE HYDRANT NOTE: NOT ALL SYMDOLS MAY APPEAR IN DRAWING OUSTW- ., I 20 0 20 40 60 Feet SCALE: 1" = 20' NOTES: 1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS n 61 0.52 19.79 DATE: 4/24/02 TPM LOCATION:. TP -1 EXCAVATOR: REID ELLIS B.O.H. AGENT: AMY VON HONE R.S. ENGINEER: RICK JUDD R.S. ELEV, DEPTH 19.92 0.0 FILL 7" A/E L.S. 18.92 tOYR 5/1 12" BENCH MARK - NAIL SET IN 8- LOAMY MED. SAND PAVEMENT. EL. = 20.1 (ASSMD) 10YR 5/6 (APPROX 8.3' ABOVE NGVD29) 20.23 16.92 36" I C7 LOAMY MED. SAND .64 2.5Y 5/4 15.92 48" <.U.09 PERC 2 MIN.�IN n BOTT. AT 46' n V EXISTING /r CURB CUT ; r .: ,{� 70 C2- MED. SAND \G�41P TO REMAIN hx 2.5Y 6/4 ADJ. GROUNDWATER EL. 12.68 GROUNDWATER EL.10.58 (112") 8.92 132" BOTTOM 0.13 / w. GJRg 51 Y. \/ \\ x INDICATOR WELL:S HIGH OUNDM ATEA Pyr n0a / ZONE: ZONE A 7o 7.. t \ 20. 's DATE: 4/02 ASSESSORS MAP'33 PARCEL 75 ADDRESS: #797 ROUTE 28, SO. YARMOUTH, MA TITLE REFERENCE: DB 9515 PG 191 OWNER : ELIZABETH CLFMENTS APPLICANT: MARIE CARON FEMA FLOOD ZONE: B (Al2 EL. 10 TO SOUTH OF LOT) GROUNDWATER OVERLAY PROTECTION: N/A !_ TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED APARTMENT (1) BEDROOM (110 GPD/BEDROOM) 110 CPD DESIGN FLOW 841 SF OFFICE (75 GPD/1000 SF) = 63 GPD 1 SERVICE BAY (125 GPD/DAY) - 125 GPD 298 GPD USE 330 CPD DESIGN FLOW SEPTIC TANK: 330 GPD (200%) USE 15000 GALLON (H-20 SEPTIC0 GAL. TANK USE C1 LAYER CLASS i. SOILS FOR LEACHING <5 MPI - 0.74 GPM/SF LTAR LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED. USE (1) 74' X 4' WIDE'X TEFF. DEPTH LEACHING TRENCH BOTTOM CAPACITY - 74' X 4' = 296 SF X 0.74 = 219 GPD SIDEWALL - 2(74.0'+4.0') X 1.0'= 156 SF X 0.74 115 GPD 452 SF 334 GPD >330 O.K, �5 .4� ✓ / ^ ADJ. FACTOR: 2.1 6C,9d Il" p ' a 33� f j/ \ SEP IC SYS E DESIGN DATA o �0� FRo e �'P 9 y EKI G'\ Y, T' `M TEST HOLE LOG. ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES 20.24 - \t 4�1aR1Cryj / �Oa� - PARKING SQUARE UP EXISTING SPACE a + ..94 / Q) y FOR 16' WIDE VAN ACCESSIBLE /HANDIC4?PED SPACE 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED 7t\ PROVIDE HCP SIGNAGE TO CODE. �J/ _ EROSION CONTROL- NETTING ON ALL SLOPES >10% TYP. 9 6 ,'_0.01 J,�r �',�� -.' o "4�..jE? HCP SURFACE TO BE COMPACTED TOA __._ - -- --�-- --- ---- - - PVC VENT 1 , % ; 3 'Pq \ .f HARD DURABLE BE CE WITH DENSE SLAB O WITHIN F \ �'Y .. ELEV. 21 _ - 2i>1 GRADED CRUSHED STONE .i CONCRETE COVER T \\• + FG `� _ .v \ #\ 1 TO 6" OF GRADE _ FILTERft STONE -- --- ---- _ _-� ---� INSECT SCREE Y H-20 CONC. COVERS - - -- EVEA STONE & UUB PING 20 ..... .. \xr'.t --TOP-FOUND-Ek.--2-. ------------- ------ -- ---- BLOCK UP D -BOX, 24"LD. RISER N ? y FABRIC -PROVIDE - - 5:-\'�. - - INSPECTION PORT _ ` • ' TO 6" OF GRADE, MORTAR ALL COMPONENT$ MANHOLE COVER 24' DIA. H-20 9.67 I' PRECAST H-10 ---- ----- -...-__ . ___ - -MORTAR All COMPO ENS (1YP10- Ltp �� BU SjT�! NG �- 9D Q 1 " } \ ''t 1 + 16 _. .. -_.__ - _ _-- _ _R2 0 RS (TY ..)- ... .. -. M1 T DONUT OVER -y7RENC 4 EL. E9D. �- SSEPTIC'EPT Sf S `. \ .. .9•• MI COVER. •- -_ .--.__..._-._ _ ___ ____._ _ 1955. __ /h"XT°HICK_4RVATIONI HOLE R F .. x5➢oA \ \ �- RESERVE ..t! '-y -- ----- f 18 OBSE�r^ I . t AREA l 1' \ .. ... -�P .19.65 p- --- - I - -TEE-- -- - --- - 10' v n o A o AL H 20 1500 G nn° o0 00° - °°II°°OO°O°�0 00 SEPTIC TANK 1 .25 00000000000°o a 19.05 15' AT 1 % 4' LIQ. LEVEL 0000 0 0 00°000 19 18 �NERT 18 68 ACME OR EQUAL GAS BAFFLE 3' AT 17. 9.05 17.68 c� ,,ts a'mscl4ao PVC 0`rS\ - --- - "� �C 17.68 mg 19.22 PIPE LEVEL 1ST 2' t - 20+00 PARKINz 1 - •:�{- -/ Drip \ C} -�- ''1'•'bb :' `"-GRAVEL-�rMECH. H720_D-B OX-ON .72"_COMPACTED_GRAVEL__ .___-_----------------- 4 WID X 74 LONG X 1 r) _ --=- --- --„" --- - 'ACME DB5 H-20 OR EQUAL PROPOSED COMPACTION (TYP.) , 3/4"-1-1 2" DOUBLE WASHED STONE TO E .0' MIN. FF. DEPTH / 6"ACTED. SUMP / a EDGE OF _ - Q� ` N 19. GRAVEL SEPTIC PROFILE _ 0 19.8.7. N .baa- DRIACCEVE PROPOSED ';`,o 1\ \ 1 m ZONING DISTRICT: B-2, NOT IN APD NOT TO SCALE H520 SEPTIC TANK , N �> ' \\, '\ - ` t n\ ` 00 GAL C. 1�- 75 MIN. LOT AREA: 20,000 SF (21,561 SF PROVIDED) 2"DOUBLE WASHED PFASTONE I 100.77' PROVIDED) OVER TOP OF PIPE WITH 12.68 ADJUSTED GROUDWATEE2 ELEV- P�, MSN LOT FRONTAGE. 125 ( MIRAFI 140N FILTER FABRIC OVER PEASTONE .._ \U \ tri MIN FRONT YARD: 30' (109' PROVIDED) a \ 5 \\t 1:' \ \ '.' \ \� SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) TITLE 50 PVC AT 0.5% v`- REAR YARD SETBACK: 20' (20.9' PROVIDED) _ TITLE 5 ORIFICES ` _ 1�F b E �y \`;� , MAX, BUILDING COVERAGE: 25% (a,aat SF = 20.6% PROPOSED) VENT WITH SOLID SCH40 R\OL_E LtN o / 1t3 ` \` ( MAX.BUILDING & PAVEMENT COVERAGE: 70% (11. SF = . e ROPOSE \ o,zD' 596 53 8% P D) vi�. MAX. BUILDING HEIGHT: 35 ('n, t i-'IiOP j V ,, n\ :: \ ��`- EXISTING USE: RESIDENTIAL APARTMENT, RETAIL v., � 5' UNSUITABLE \ J \ vv SOIL A, 1 :� 1 A -A �`�� PROPOSED USE: RESIDENTIAL APARTMENT, AUTO TOWING OPERATION (HM1 e� LS) REMOVAL`is'? `�-':4 -- +20.031 -.. �.?c ( 4.0' '\� t. 1 r, /-}-2b:F�' "\' TOWING OPERATION INCLUDES MINOR AUTOMOTIVE REPAIR WORK STARTERS, BATTERIES ETT ,) r, LIMIT V'o r 4 T:•.( / j \.. AND SHORT TERM STORAGE OF MOTOR VEHICLES. THE OFFICE FOR THE TOWING OPEPA"iN j/q" - LS" DOUBLE WASHED STONE LEACHING TRENCH V�i PROPOSED x 7 A F&G +16\ "\ BUILDING - WILL OCCUPY THE FIRST FLOOR OF 7NE FRONT BUILDING. ACCESSORY AUTO SALES PPOFI. ,.O. PRIMARY ? \-:-}-1 `L19.n THE EXISTING APARTMENT IS ON SECOND FLOOR OF FRONT BUILDING AND WILL REMa1ri. TRENCH SLAB EL. 21.1 / ` i °w• THE PROPOSED REAR BUILDING WILL CONSIST OF A 30' X 40' HEATED AREA WITH A SIN: ;,E _ w \:.cr / TOP FOUND. 21.E \ �� r LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE SEPTIC �g.��.r� �, p/� g/�•y w•r�. i .. 3600 SF `%.. \ - Y i AVAILABLE FOR TRUCK STORAGE AND PARKING. SEP 7 IC TRENCH ` CH CR iJa.,,J'S SECTION PROPOSED 1 \- jt„ ,` SOIL ABSORBTION �.. "\'� `\ \ t . 15 ;. J % n 1 -_ ,'" SYSTEM: 4' X 74' ,\ ii NOT TO SCALE X 1.0' EFF. DEPTH - �\� \\ \ �, _!,J/_. 77 ,� 1� EY'ISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE Q LEACHING .TRENCH a o F t.1 x ��ii p ) �'.�L\G�� RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT PROPOSED GRAVEL SECTION: k \,. \{\ / ' ,t �' \`° '� INTERVALS OF AT MOST 20' (301.4.4) (NP. ALL BUFFERS) 2" PEASTONE OVER WITH VENT. \ m r. F ::\ �.-/ 4-18 20 O.�c1 8" DENSE GRADED CRUSHED STONE p\ ,^ p�Y'-\ HEAVY DUN H-20 COVER A / �. s ,\R\G COMPACT IN 2 LIFTS WITH 10 TON UID. ROLLER A -~'� o i ^Y O\S NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE LABELED "DRAIN" F&C INSPECTION /FEEL . � � ,s, °\{Y � ? � j.76 N\NG 7107 SF OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF DRILL (2) 1 "m HOLES IN COVER 8" H-20 2' GR E ( LISTED PORT `r 2 \ 0J ^� _/�, �08 al, (� 2y T-0 EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. 2'X 2' GRATE (TYP.) �/ ONLY 2440 SF PRE LY PERMITTED 4600 SF WAS COMPACT BACLL D IN 6" '� (ONLY LIFTS T14(TYPALL DRAINAGE) PROPOSED'- / F&G Q MIRAFl t40N rABRIC OVER H-20 GRAVEL PARKING K^yw? 20 / - fa f.n /1 / 'n5+�.'TL��,�E PRECAST • • _ .".�,I. AREA ,� .9 ^\ -, $ �&3' 3" MIN. FEASTONE RISERS SLOTTED 12"m HDP ORK ain L T AREA / / \C �� AS REO. ADS N-12 OR E0. HOLES �%�-B ICK ADJUSTING COURSE RIIN VENT UP SIDE '� 21 •561 f FI Q 29 MORTAR OF BUILDING \ D.4,9.� A�R, u. SET LEVEL INV. 16.6 1 ...urs•.-.•_ rr'•.-r `•i^ :> (TYP.) 5' HIGH DEf,'LY PLANTED 2 GREEN HED: -,E ALONG FENCE L,J 20 0 20 40 60 Fe _ SCALE: 1 " 20' T. PROPOSED 2.0' ( P.) N 4"S H40PVC A 2^. W H-20 C.B. TRAP FROM P,OOF` DRAINS LEACHPIT 12"m ftig PIP / O ^ 6'PX4' SHOREY - 0 ELBOW w V/ TREE d a N LP H-20 OR EQUAL PROPOSEp 3"CALIPER 600 GALLON PRECAST PARKING/BUFFER TREE' -- -- -�- 1 - "'- H-20 CATCH BASIN ' '• 4' MIN AROUND PIT I LEACHING TRENCH BETWEEN El. 14.6 .1 STRUCTURES. SEE CROSS SECT)ON SECTIONAL. PLATE MIRAFI 140N FABRIC MrER - OVERLAP 6' Ib 6'OX5' SHOREY SOLID 3• PEASTONF. -r`7 M' �� I��q, p.. BASIN H-20 OR EQUAL 212 -SO SL OTED H-20(Lw-E@�+. roRR Ict ED HDPE PIP£ ON-12 OR EQUAL M RENFORCED NEW BLACK RUBBER _ �" .JS 1.5lxiU61" V HOSE (1/2' ID)4•�ilB WASHED STONE 3' If ✓ DOUBLE STRAND 12 GA 77 GAIv ANNEALED TWISTED wRE - �� \ r ----DO NOWRAP� ENDS DOWN I 3' ,\ !! 3 STAKES EOLKLY SPACED TRENCH CROSS SECTION \\\ !! AROUND TREE 2 1/2•x2 1/2•00 NTS V-4" APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVA NG fax 508 362-9830 COMPACTED SUB -GRADE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CAFLE, PIPE OR down I .. EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCAAONS. CIVIL ENGINE ERS 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 939 Main Street - YARMOUTHPORT, MASS. PROJECT WORK SHALL CONFORM TO THE TOWN OF. -YARMOUTH SUBD'VISION REGS. DEPARTMENT OF PUBLIC WORKS STANDARD 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. AND\OR THE MASSACHUSETTS SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 7, ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. g, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT AND YARMOUTH HEALTH REGULATIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. FROM BOARD OF HEALTH. 4. DESIGN LOADING FOR ALL PRECAST UNITS 9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.37' PROVIDED) TO BE AASHTO-H10 UNLESS NOTED. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO REFERENCE ONLY. BE USED FOR PROPERTY LINE STAKING. 5' HIGH DEf,'LY PLANTED 2 GREEN HED: -,E ALONG FENCE L,J 20 0 20 40 60 Fe _ SCALE: 1 " 20' T. PROPOSED 2.0' ( P.) N 4"S H40PVC A 2^. W H-20 C.B. TRAP FROM P,OOF` DRAINS LEACHPIT 12"m ftig PIP / O ^ 6'PX4' SHOREY - 0 ELBOW w V/ TREE d a N LP H-20 OR EQUAL PROPOSEp 3"CALIPER 600 GALLON PRECAST PARKING/BUFFER TREE' -- -- -�- 1 - "'- H-20 CATCH BASIN ' '• 4' MIN AROUND PIT I LEACHING TRENCH BETWEEN El. 14.6 .1 STRUCTURES. SEE CROSS SECT)ON SECTIONAL. PLATE MIRAFI 140N FABRIC MrER - OVERLAP 6' Ib 6'OX5' SHOREY SOLID 3• PEASTONF. -r`7 M' �� I��q, p.. BASIN H-20 OR EQUAL 212 -SO SL OTED H-20(Lw-E@�+. roRR Ict ED HDPE PIP£ ON-12 OR EQUAL M RENFORCED NEW BLACK RUBBER _ �" .JS 1.5lxiU61" V HOSE (1/2' ID)4•�ilB WASHED STONE 3' If ✓ DOUBLE STRAND 12 GA 77 GAIv ANNEALED TWISTED wRE - �� \ r ----DO NOWRAP� ENDS DOWN I 3' ,\ !! 3 STAKES EOLKLY SPACED TRENCH CROSS SECTION \\\ !! AROUND TREE 2 1/2•x2 1/2•00 NTS V-4" SPACED V-0• FROM TRUNK, STAKED DARK BROWN. APPROVED BY HEALTH DEPT. DATE STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WRE ' MIN 4'-0• BURIED ��e1^ ,l� s 5)E. MIN 3. DEEP SAUCER 1 -3' DEPTH SHREDDED BARK MULCH " OF LAND MT -REMOVE BURLAP FROM TOP HALF Of ROOTBALL off 508-362-4541 fax 508 362-9830 COMPACTED SUB -GRADE down I � I CIVIL ENGINE ERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. i 12" MIN MIN SPACED V-0• FROM TRUNK, STAKED DARK BROWN. APPROVED BY HEALTH DEPT. DATE STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WRE ' MIN 4'-0• BURIED ��e1^ ,l� s 5)E. MIN 3. DEEP SAUCER 1 -3' DEPTH SHREDDED BARK MULCH " OF LAND MT -REMOVE BURLAP FROM TOP HALF Of ROOTBALL off 508-362-4541 fax 508 362-9830 COMPACTED SUB -GRADE down cope engineering, Inc. CIVIL ENGINE ERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 7 MURIEL, CAR ON TREE PLANTING DETAIL_ SCALE: V = 2 ' A� E::V-jVGL • G��G' off-- _ DATE -