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Home My WebLink About327 Whites Path - Parking & Utilities PlanGENERAL NOTES: SOIL TEST LOGS: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1: EL= 42.5± UNLESS H-20 COMPONENTS ARE USED, B.) THE DE51GNEP WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING, C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: DEPTH FROM SURFACE (INCHES) 501L HORIZON SOILSOIL TEXTURE (U5DA) COLOR (MUN5ELU SOIL OTHER MOTTLING 0-7" 0 ---- - NONE 7-20" B Loamy Sand I CYR 78 NONE 20-140" C1 Fine Sand 10 84 NONE TIGHT Fme Sand I OYR 814 NONE TIGHT PROPOSED BUILDING 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOP, AT LEAST ro PROPOSED SIGN O 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM.. WATER, TEST DISTRIBUTION PROPOSED DOMESTIC WATER SERVICE FERC A 50" TEST HOLE 2: EL= 44.0± 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(S), D051NG CHAMBER(5) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A G INCH CRUSHED STONE BASE, 3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C) 127-03 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT - DEPTH FROM SURFACE (INCHES) SOIL HORIZON 501L TEXTURE (U5DA) SOIL COLOR (MUN5ELL) SOIL MOTTLING OTHER 0-8" O --- ---- NONE CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF 8-21' B Loamy Sand I CYR 78 NONE BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I9/o. 2 1- 120' C i Fme Sand I OYR 814 NONE TIGHT PROPOSED BUILDING 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOP, AT LEAST ro PROPOSED SIGN O 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM.. WATER, TEST DISTRIBUTION PROPOSED DOMESTIC WATER SERVICE FERC A 50" H 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 0 MEASURED BELOW PROPOSED FIRE SUPPRESSION THE OUTLET INVERT.. TOTAL SQUARE FEET 25,489 5F 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T Of 3/4' TO SYSTEM DESIGN CALCULATIONS: SEWAGE DE51GN FLOW: _ FACTORY, INDUSTRIAL PARK. WHAREHOUSE, ETC. I5GPD/PERSON x 15 PERSONS = 225 GPD 12° BERM FOR EDGE OF PAVEMENT LEACHING CAPACITY REQUIRED: FACTORY, INDUSTRIAL PARK, WHAREHOUSE, ETC. 15GFD/PERSON x 15 PERSONS = 225 GPD SEPTIC TANK CAPACITY REQUIRED: - DAILY rLOW = 420 GPD @ 200% = 840 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: :•' 1500 GALLON SEPTIC TANK (MIN. ALLOWED) '+:'�.', . •:. ... + . ,. �•.-„ .-•; '"' LEACHING CAPACITY PROVIDED: - .:..: •- : - - , ...; ONE (I) SIX 10.83' X 1 O" LEACHING CHAMBER CAN LEACH: - _ •. •" c ` ' Vt=[(26.75 X 10.83) + (26.75 X 0.83)2 + 00.83 X 0.83)2) X 0.74 GPD/5F=260.55 GPD ' 260 GPD>225 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THI5 DESIGN. I " BITUMINONOU5 TOP COAT INSTALL:( 12" BITUMINOUS BINDER COARSE ONEE(I))- 1500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) G" MINIMUM COMPACTED SUB -BASE MATERIAL THREE (3) - INFILTRATOR HIGH CAPACITY UNITS 34" x 75" x I G" SET END TO END WITH 4 SQUARE FEET Of STONE ARUND SUB STRATUM TYPICAL ROADWAY PAVEMENT SECTION NOT TO SCALE ROUTE 6 STATE HIGHWAY BENCHMARK: Top of Catch Basin EL=43.1 ± (Assumed daturn) TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 9112107 PATH 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION PATE: LESS THAN 2 MIN/INCH IN "C" LAYER. MINIMUM FRONTAGE ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE WITNESSED BY: KEITH E. FERNANDES, EIT, BENNETT t ORE ILLY, INC. DESCRIPTION CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. PHIL RENAUD, AGENT, YARMOUTH HEALTH DEPARTMENT OMH-Drainage NO WATER ENCOUNTERED 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL AB50PFTION SYSTEM. vx CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF Edge Of CleannV: FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 20 G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL Sewage Flow BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I9/o. .00' 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE ,W 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED Step 2/8.89 AT END OR AS NOTED. PROPOSED BUILDING 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOP, AT LEAST ro PROPOSED SIGN O 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM.. WATER, TEST DISTRIBUTION PROPOSED DOMESTIC WATER SERVICE BOX TO ASSURE EVEN DISTRIBUTION. H 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 0 MEASURED BELOW PROPOSED FIRE SUPPRESSION THE OUTLET INVERT.. TOTAL SQUARE FEET 25,489 5F 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T Of 3/4' TO WATER SERVICEm 1- 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE giCF PAVER APRON INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE . z SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 1000 SF LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST „ _ 1 1.) VENT SOIL A55OP,PTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; to be Removed - WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, 0.51 TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, ; 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF - 1000 SF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). CB FIND Gate 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30 OVER THE TOP OF ALL SYSTEM Existing Underground Utilities COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER N AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 10 OF 9'L.. I+ 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL Edge of Clearing m RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB5ORP- Nitrogen Load from natural area TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH 0.02 AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 12 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION Step 3+5+7+9+ 1 1 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITINGTHAT Recharge from Sewage ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE Existing Curb Cut O.OG PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 14 INSPECTION NOTE Step G+8 PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM SYSTEM DESIGN CALCULATIONS: SEWAGE DE51GN FLOW: _ FACTORY, INDUSTRIAL PARK. WHAREHOUSE, ETC. I5GPD/PERSON x 15 PERSONS = 225 GPD 12° BERM FOR EDGE OF PAVEMENT LEACHING CAPACITY REQUIRED: FACTORY, INDUSTRIAL PARK, WHAREHOUSE, ETC. 15GFD/PERSON x 15 PERSONS = 225 GPD SEPTIC TANK CAPACITY REQUIRED: - DAILY rLOW = 420 GPD @ 200% = 840 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: :•' 1500 GALLON SEPTIC TANK (MIN. ALLOWED) '+:'�.', . •:. ... + . ,. �•.-„ .-•; '"' LEACHING CAPACITY PROVIDED: - .:..: •- : - - , ...; ONE (I) SIX 10.83' X 1 O" LEACHING CHAMBER CAN LEACH: - _ •. •" c ` ' Vt=[(26.75 X 10.83) + (26.75 X 0.83)2 + 00.83 X 0.83)2) X 0.74 GPD/5F=260.55 GPD ' 260 GPD>225 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THI5 DESIGN. I " BITUMINONOU5 TOP COAT INSTALL:( 12" BITUMINOUS BINDER COARSE ONEE(I))- 1500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) G" MINIMUM COMPACTED SUB -BASE MATERIAL THREE (3) - INFILTRATOR HIGH CAPACITY UNITS 34" x 75" x I G" SET END TO END WITH 4 SQUARE FEET Of STONE ARUND SUB STRATUM TYPICAL ROADWAY PAVEMENT SECTION NOT TO SCALE ROUTE 6 STATE HIGHWAY BENCHMARK: Top of Catch Basin EL=43.1 ± (Assumed daturn) \ NEEDS TO 8E COMPLETE INCLUDING BVILDUP.FOR COVERS. Per KEF Field Visit 9- 1 2-07 Map 109, Parcel 94 WHITE'S PATH 40,000 5F MINIMUM FRONTAGE 312s' 6O' Wlde, PUbllc Way DESCRIPTION EQUATION OMH-Drainage 10 FEET vx Existing Utility Pole 2 5-1 " Edge Of CleannV: W 20 WITH PROPOSED LIGHT Sewage Flow a5 defined in 3 10 CMR 15.000 .00' ,W Nitrogen Load/re5taurant Sewage Step 2/8.89 N/A PROPOSED BUILDING s W U1 O W 11 3 ro PROPOSED SIGN O o eserv� PROPOSED DOMESTIC WATER SERVICE /+/ 3 + �i H ®SAI PROPOSED FIRE SUPPRESSION 20.23 TOTAL SQUARE FEET 25,489 5F 5 WATER SERVICEm Step 4 x 1 .80 giCF PAVER APRON "NUMBER BASED ON OCCUPANT PROVIDING . z Exi5tl ng Foundation 1000 SF a , s• iN sroNE wsr ,��, „ _ r: to be Removed - ' 0.51 DB ; Roof Area 1000 SF 5.00 CB FIND Gate RJ Existing Underground Utilities 24. 4'+ 3 3 INf:RCL' DPWL N 10 0' in I+ 4.34 \ NEEDS TO 8E COMPLETE INCLUDING BVILDUP.FOR COVERS. Per KEF Field Visit 9- 1 2-07 Map 109, Parcel 94 I bUU (iALLUN DB -3 SEPTIC TANK D -BOX H-20 PLUMBER TO CONFIRM EXIT BUILDING ELEVATION PRIOR TO CONSTRUCTION OF SEWAGE DISPOSAL SYSTEM PROPOSED (10' x 10) CONTAINMENT AREA: 2' HIGH BLOCK WALL FOR FERTILIZER STORAGE EXISTING UNDERGROUND UTILITIES ELECTRIC, i TELEPHONE; � OTHER TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION EXISTING UTILITY TO MECHANICAL BUILDING TO BE RELOCATED TO EASEMENT PRIOR TO START OF BUILDING CONSTRUCTION Proposed EL= 44.00± \V 30" Proposed (9" Min - 30 Max) 2" LAYER OF 1/8" - 1/2" STONE / 3/4" - 1- 112" STONE 0 T_ -2.83' 4' USE 3 INFILTPCTOR HIGH CAPACITY UNIT5 34" x 75"( 19" WITH I O" INVERT 9.8' 5URROUPDED BY 4' OF STONE (END VIEW) - LEACHING CHAMBER 12- BOTTOM OFTE5T PIT#1 EL=30.3± 26.75' x 10.83'x 10" WITH STONE 132.7'± ��qW LOT I 24.0'± Area= 47,878 SF± MHB Existing Curb Cut Map 109, Parcel 92 Approximate Water Main Location Based on Hydrant and Shut-off s 21 1 g min. �,`� z43 'B tz 4 L r I O' mm ' 1 20 ew k t� 2 1 9 Ir ,"g ,, ,,s<,�,.,�•r i``,- 18 -Q PROF05FD 12' LIGHT POST "Y• �' O�'} WITH LIGHT (YF) N=I /^ 7 N VFJ FC)SEDp�"a1Ph $ 8Df ozs§6) (�J N Q G I V 6 W (p 03 Q e r4��'c" ¥ a 1 5 N C j4 � 3� � a: 'i �v-•ooi $xl2 l')p s bgFew I� aa. iz 13 � N � isu"d 61 de Q• I+ B-3 (BUS I N E55) NITROGEN LOADING CALCULATIONS 40,000 5F MINIMUM FRONTAGE STEP DESCRIPTION EQUATION RESULTS 10 FEET I Total Land Area 1 000 5F 47.88 �I 2 Sewage Flow a5 defined in 3 10 CMR 15.000 260.55 3a Nitrogen Load/re5taurant Sewage Step 2/8.89 N/A PROPOSED BUILDING 3b Nitrogen Load/other sewage Step 211 G.00 I G.28 867 5F 4 Fertilized Lawn * Garden Area 1000 SF 20.23 TOTAL SQUARE FEET 25,489 5F 5 Nitrogen Load from fertilizer Step 4 x 1 .80 3G.4 I "NUMBER BASED ON OCCUPANT PROVIDING G Pavement Area 1000 SF 16.31 '• 7 Nitrogen Load from pavement Step G/3.2 1 0.51 8 Roof Area 1000 SF 5.00 CB FIND Gate 9 Nitrogen Load form roof area Step 8/G.4 1 0.78 10 Natural Area Step 1-(5tep5 4+G+8) 4.34 Edge of Clearing m 1 1 Nitrogen Load from natural area Step 1012 14 0.02 12 Total Nitrogen Load Step 3+5+7+9+ 1 1 54.01 13 Recharge from Sewage Step 2/4380 O.OG 00' Gommumcapon 14 Total Impervious Area Step G+8 23.31 15 Recharge from imperviou5a area Step 14/40. 10 0.58 1 G Total Pervious Area Step 4+ 10 24.57 17 Recharge from pervious area Step I G/8e. 10 0,28 18 Total Recharge Step 13+15+17 0.92 10 Recharged Nitrogen Concentration (ppm) (Step 12/Step 18)/3.34 7.07 FLOW PROFILE: NOT TO SCALE CONCRETE SLAB TOP OF FOUNDATION - .; y y.;. EL= 45.00 ., I bUU (iALLUN DB -3 SEPTIC TANK D -BOX H-20 PLUMBER TO CONFIRM EXIT BUILDING ELEVATION PRIOR TO CONSTRUCTION OF SEWAGE DISPOSAL SYSTEM PROPOSED (10' x 10) CONTAINMENT AREA: 2' HIGH BLOCK WALL FOR FERTILIZER STORAGE EXISTING UNDERGROUND UTILITIES ELECTRIC, i TELEPHONE; � OTHER TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION EXISTING UTILITY TO MECHANICAL BUILDING TO BE RELOCATED TO EASEMENT PRIOR TO START OF BUILDING CONSTRUCTION Proposed EL= 44.00± \V 30" Proposed (9" Min - 30 Max) 2" LAYER OF 1/8" - 1/2" STONE / 3/4" - 1- 112" STONE 0 T_ -2.83' 4' USE 3 INFILTPCTOR HIGH CAPACITY UNIT5 34" x 75"( 19" WITH I O" INVERT 9.8' 5URROUPDED BY 4' OF STONE (END VIEW) - LEACHING CHAMBER 12- BOTTOM OFTE5T PIT#1 EL=30.3± 26.75' x 10.83'x 10" WITH STONE 132.7'± ��qW LOT I 24.0'± Area= 47,878 SF± MHB Existing Curb Cut Map 109, Parcel 92 Approximate Water Main Location Based on Hydrant and Shut-off s 21 1 g min. �,`� z43 'B tz 4 L r I O' mm ' 1 20 ew k t� 2 1 9 Ir ,"g ,, ,,s<,�,.,�•r i``,- 18 -Q PROF05FD 12' LIGHT POST "Y• �' O�'} WITH LIGHT (YF) N=I /^ 7 N VFJ FC)SEDp�"a1Ph $ 8Df ozs§6) (�J N Q G I V 6 W (p 03 Q e r4��'c" ¥ a 1 5 N C j4 � 3� � a: 'i �v-•ooi $xl2 l')p s bgFew I� aa. iz 13 � N � isu"d 61 de Q• I+ B-3 (BUS I N E55) MINIMUM AREA 40,000 5F MINIMUM FRONTAGE 100 FEET 000llYvi 30 FEET 51DE YARD SETBACK 10 FEET Gate 30 FEET MAXIMUM BUILDING COVERAGE 1507P MAXIMUM BUILDING HEIGHT �I MAXIMUM SHAPE FACTOR 22 5` i 37.0'± I R i 70% PROPOSED PARKING 10 PROPOSED BUILDING ate. I G 1,020 Sr EXISTING CELL TOWER 867 5F PROPOSED DUMPSTER PAD 100 SF 1 9 TOTAL SQUARE FEET 25,489 5F ,mi 's Ir 47,878 "NUMBER BASED ON OCCUPANT PROVIDING ARTIFICIAL RECHARGE FOR EXCE55 RUN-OFF B 20. 0'_+ Buffer '• % Lights " Bottom of pe CB FIND Gate - � Edge of Clearing m 10 Buffer 00' Gommumcapon Tower Easement -" 200.90' PLAN SCALE 1 "=30' THIS AREA 15 SERVED BY TOWN WATER. TWO (2) PROPOSED 5TORAGE BIN5 "BARK MULCH 'STONE - Map 109, Parcel 93.2 Vacant Land -PROPOSED ISLAND W WIDE I -PROPOSED 20'x 10' PARKING SPACE (TYP) PROPOSED 10'x 10' CONCRETE DUMPSTER PAD -TWO (2) PROPOSED STORAGE BI145 'STONE DUST "LOAM Curb Cut PARKING DETAIL SCALE 1 "=30' PROPERTY 15 LOCATED IN THE ZONE II OF A PUBLIC WATER SUPPLY 0 30 GO 90 SCALE 1"=30' G:\4utocad 2005\Land Projects 2005\2005Dra.ong5\Fanara4743\4743PROP05ED.parking.dwg MAXIMUM BUILDING COVERAGE B-3 (BUS I N E55) MINIMUM AREA 40,000 5F MINIMUM FRONTAGE 100 FEET FRONT YARD SETBACK 30 FEET 51DE YARD SETBACK 10 FEET REAR YARD SETBACK 30 FEET MAXIMUM BUILDING COVERAGE 1507P MAXIMUM BUILDING HEIGHT 35 FEET MAXIMUM SHAPE FACTOR 22 MAXIMUM BUILDING COVERAGE 15% LOT AREA 47,878 5F EXISTING BUILDING COVERAGE TOWER FOOTINGS (3) 8G7 SF MECHANICAL BUILDING 1,020 5F FROP05ED BUILDING 4,000 5F PROPOSED DUMPSTER PAD 100 5F TOTAL SQUARE FEET 5,987 SF BUILDING COVERAGE % 5,987 -12.5% 47,878 MAXIMUM LOT COVERAGE" 70% PROPOSED PARKING 18,308 5F PROPOSED BUILDING 4,000 5F EXISTING MECHANICAL BLDG 1,020 Sr EXISTING CELL TOWER 867 5F PROPOSED DUMPSTER PAD 100 SF PROPOSED POOL t APRON 1, 194 5F TOTAL SQUARE FEET 25,489 5F LOT COVERAGE % 25,489 = 53.2% 47,878 "NUMBER BASED ON OCCUPANT PROVIDING ARTIFICIAL RECHARGE FOR EXCE55 RUN-OFF NUMBER OF OCCUPANTS IN 4,000 S.F. BUILDING PER MASS. STATE BUILDING CODE TABLE 1008. 1.2: INDUSTRIAL AREAS 100 S.F. FLOOR AREA/ OCCUPANT (OC) 4,000 S.F./ 100 S.F./ OC- 40 OC YARMOUTH REGULATION I SPACE/ 2 OC 40 OC"(I SPACE/ 2 OC)= 20 SPACES SPACES PROVIDED= 21 1 SPACE PROVIDED FOR ACCESS TO MECHANICAL BUILDING