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HomeMy WebLinkAbout83-1805SYSTEM OPERATION POINT: 187 GPM AT 22.7' TDH IDP APPROX. 3.0' >2.5' O.K. 40 F- W W L� Z 30 Q w U_ 20 a Z < 10 F- O 28 26 24 2' 3 1 1F NETWORK SYSTEM CURVE WITH 4' TRANSPORT PIPE LAYERS 3WHV 3.0 BHP 6.0" IMP. DIAMETER 0 100 200 300 400 500 CAPACITY - GPM SYSTEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 313HP 6.0" IMP. PUMP FIRST FLOOR VARIES EL. 24-27± FLOOR ELEV'S SEE SITE PLAN AT 2% VARY 03-244 8" SDR35 & AT 0.67, & C.I. RING & COVER LEBARON LA0910 OR EQ. OVER CLEANOUT TO GRADE. TYPICAL WHERE INDICATED AT ALL MAJOR BENDS & INTERSECTIONS H-20 CAST IRON CC z CU FT _�Z2' PVC RECYCLE LINE CONC. S=2% MIN -140 10" 15.30 15.40 15.65 15,000 GAL ST 34" SEPTIC TANK W/ GAS BAFFLE SEWER TH A DATE: 9/24/03 2 PM EVALUATOR: DANIEL A. OJALA PLS, SE WITNESS: AMY VON HONE, RS (B01 EXCAVATOR: REID ELLIS, ELLIS BROS. DEPTH: ELEVATION: 0" r1 21.9 FILL 28" B 19.6 LS 10YR6/8 48" 17.9 n BOT( Cl M/C SAN LJ PER( 1 OYR5/6 AT 7 24 15% GRAVEL <9" AT <2 MIN 120" 1 1 11.9 NO GROUNDWATER FOUND 9,000 GAL F.A.S.T. READY SEPTIC TANK �0 Lo �0) I 0) Nl M oO 00 00 Lon X 0 o VENT (CONNECT TO FIELD VENT) PVC TO FINISH GRADE SAWCUT & MATCH PAVEMENT WHERE REQ. TYPICAL SEE PAVEMENT SECTION GATE VALVE SAWCUT & AND BOX (5) GATE VALVES 5' MIN WITH COVERS TO GRADE SEE DETAILS I S 9,000 GAL P/C PUMP DUPLEX PUMPS SEE DETAILS I 'l --l" O'u -., - - /./ MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) REINF. CONC. PAD UNDER TUNNEL MOLD TANK TO MANUF. SPECS. SEPTIC SYSTEM SHORING OF EXCAVATION MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE TO MAINTAIN PUBLIC AND BUILDING SAFETY ELEV. 17.0± V.I.F. 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL PROVIDE CHARCOAL INSPECTION PORT SEE DETAIL FILTER ON VENTS NT WHERE REQ. , LATCH EXISTING GRADES OVER NEW LEACHING ELEVATION VARIES: 23.5'± MAX. TO EL, 25.0±' PRESSURE `INVERT OF LATERALS LEVEL AT EL 21.67 BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION. REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). QUOTE ADDITIONAL MATERIAL AT COST PER ^"o.^ vecn w recr Rc'oIIIRFD_ 5' REMOVAL OF UNSUITABLE SOILS REQUIRED. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. THE DEPTH OF FILL AND UNSUITABLE MATERIAL MAY VARY, ENGINEER TO INSPECT AND CERTIFY THE REMOVAL. QUOTE ADDITIONAL REMOVE/REPLACE AT COST PER CUBIC YARD IN CASE REQUIRED. 90' ELECTICAL CONDUIT SWEEP CLEANOUT DETAIL: VENT FOR EACH BANK OF LATERALS. PITCH BACK TO SAS AT 005 FT./FT. MIN. CONSTRUCT VERTICAL SECTION OF SCH80 (GRAY) 4" PVC PIPE PROVIDE INSECT SCREEN. EL. 22.0 \ PI AAM v IT cFF ncTeu (TVP FIELD ~� 0 EL. 10 TH B NO GROUNDWATER FOUND TO COORDINATE INSPECTION SCHEDULE: 24 INSTHRI. ENOTIICE REQUIRED. INSPECTIONS 1. OVTNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENG'NEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKRLUNG THE SAS FIELD. 7. AN AS -BUILT PLAN N".TH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. B. ALL SRE WORK, INCLUDING CLEARING, GRUBBING, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER. 9. ALL WATER WORK TO CONFORM TO YARMOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED. 00< N II �i FIRST FLOOR VARIES EL. 23.8-27 5± Q U C \ LLI 26. BUILDING 1 CONNECTION FROM BUILDING WITH CLEANOUT TO GRADE (TYP.) O J wQD N W Vl CO I N U = > _ Q a Lo i# J � � U p 2 z� (10 W L_ Q j- < ,C F- U. } ` m Z r W ".' ,... SCH40 PV AT 2% Q x 8" SDR35 AT 0.67 In < J I DO In F- oLU \� 5 C\l 20.0 SMH1 I j 19.70 SMH2 INV. 18.93 o NETWORK SYSTEM CURVE WITH 4' TRANSPORT PIPE LAYERS 3WHV 3.0 BHP 6.0" IMP. DIAMETER 0 100 200 300 400 500 CAPACITY - GPM SYSTEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 313HP 6.0" IMP. PUMP FIRST FLOOR VARIES EL. 24-27± FLOOR ELEV'S SEE SITE PLAN AT 2% VARY 03-244 8" SDR35 & AT 0.67, & C.I. RING & COVER LEBARON LA0910 OR EQ. OVER CLEANOUT TO GRADE. TYPICAL WHERE INDICATED AT ALL MAJOR BENDS & INTERSECTIONS H-20 CAST IRON CC z CU FT _�Z2' PVC RECYCLE LINE CONC. S=2% MIN -140 10" 15.30 15.40 15.65 15,000 GAL ST 34" SEPTIC TANK W/ GAS BAFFLE SEWER TH A DATE: 9/24/03 2 PM EVALUATOR: DANIEL A. OJALA PLS, SE WITNESS: AMY VON HONE, RS (B01 EXCAVATOR: REID ELLIS, ELLIS BROS. DEPTH: ELEVATION: 0" r1 21.9 FILL 28" B 19.6 LS 10YR6/8 48" 17.9 n BOT( Cl M/C SAN LJ PER( 1 OYR5/6 AT 7 24 15% GRAVEL <9" AT <2 MIN 120" 1 1 11.9 NO GROUNDWATER FOUND 9,000 GAL F.A.S.T. READY SEPTIC TANK �0 Lo �0) I 0) Nl M oO 00 00 Lon X 0 o VENT (CONNECT TO FIELD VENT) PVC TO FINISH GRADE SAWCUT & MATCH PAVEMENT WHERE REQ. TYPICAL SEE PAVEMENT SECTION GATE VALVE SAWCUT & AND BOX (5) GATE VALVES 5' MIN WITH COVERS TO GRADE SEE DETAILS I S 9,000 GAL P/C PUMP DUPLEX PUMPS SEE DETAILS I 'l --l" O'u -., - - /./ MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) REINF. CONC. PAD UNDER TUNNEL MOLD TANK TO MANUF. SPECS. SEPTIC SYSTEM SHORING OF EXCAVATION MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE TO MAINTAIN PUBLIC AND BUILDING SAFETY ELEV. 17.0± V.I.F. 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL PROVIDE CHARCOAL INSPECTION PORT SEE DETAIL FILTER ON VENTS NT WHERE REQ. , LATCH EXISTING GRADES OVER NEW LEACHING ELEVATION VARIES: 23.5'± MAX. TO EL, 25.0±' PRESSURE `INVERT OF LATERALS LEVEL AT EL 21.67 BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION. REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). QUOTE ADDITIONAL MATERIAL AT COST PER ^"o.^ vecn w recr Rc'oIIIRFD_ 5' REMOVAL OF UNSUITABLE SOILS REQUIRED. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. THE DEPTH OF FILL AND UNSUITABLE MATERIAL MAY VARY, ENGINEER TO INSPECT AND CERTIFY THE REMOVAL. QUOTE ADDITIONAL REMOVE/REPLACE AT COST PER CUBIC YARD IN CASE REQUIRED. 90' ELECTICAL CONDUIT SWEEP CLEANOUT DETAIL: VENT FOR EACH BANK OF LATERALS. PITCH BACK TO SAS AT 005 FT./FT. MIN. CONSTRUCT VERTICAL SECTION OF SCH80 (GRAY) 4" PVC PIPE PROVIDE INSECT SCREEN. EL. 22.0 \ PI AAM v IT cFF ncTeu (TVP FIELD ~� 0 EL. 10 TH B NO GROUNDWATER FOUND TO COORDINATE INSPECTION SCHEDULE: 24 INSTHRI. ENOTIICE REQUIRED. INSPECTIONS 1. OVTNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4. ENG'NEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKRLUNG THE SAS FIELD. 7. AN AS -BUILT PLAN N".TH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. B. ALL SRE WORK, INCLUDING CLEARING, GRUBBING, GRAVEL BASE, PAVEMENT, DRAINAGE ETC. TO BE INSPECTED BY OWNERS ENGINEER. 9. ALL WATER WORK TO CONFORM TO YARMOUTH REGULATIONS AND SPECIFICATIONS- ALL WORK TO BE INSPECTED AND TESTED. J_ Z V r 00< N II �i WI CD Q U C \ LLI � i N F- O J wQD N W Vl CO I N U = > _ Q a Lo i# J � � U p 2 z� (10 W L_ Q j- < ,C F- U. } ` m Z r J_ Z V r 00< N II WI CD a LLI i N F- wQD N JIr CO I N -.ILn = > LL a Lo i# KLU LL p 2 z� E0 s z W L_ Q j- < a O w J F- U. } ` m Z r W Q x 0 In < J I DO In F- oLU \� 5 C\l o I o �- 1 W w �I < In w � a U J J Q O p p N o = < p Of wm LLJ L� J < N 0_ S O U cn Z 00< N II WI a LLI F- wQD < JIr CO -.ILn = > LL a Lo i# KLU LL p 2 z� E0 s z L_ Q j- < a O w J F- U. } ` m Z W Q x W In < J Q In F- oLU \� 5 C\l SHEET 4 OF 7 03-244 CLEANOUT DETAIL: Le BARON CAST IRON LA0910 MIRAFI 140N FABRIC OVER 2" PEASTONE H-20 RATED )7; VALVE BOX TO GRADE AT EA. END. 4"OSCH40 P RF RATIONS DOWN EDUCE VENT AS SHOWN UNS JUST INTO EASTONE \� —� FABRIC -OVER VENT ^ 2.0"OSCH40 PVC 90' ELECTICAL CONDUIT SWEEP 1.5 CU.FT.t RISER TEE 1/4" ORIFICE IN LATERAL 4"PVC TO PUMP \ VARIES N 60" O.C. WITH SHIELDS (TYP.) PIT (2) REQ.. \ SEE PLAN FOR LOCATIONS 6"SCH 40 PVC MANIFOLD / 1. PRESSURE DOSING PUMPS SHALL BE MYERS 3WHV 3—HP PUMPS OR EQUAL CAPABLE SIDE ELEVATION VIEW LATERALS BOTH I SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER 2"SCH40 LATERALS WAYS FROM APPROVAL.SHALL REQUIRED FOR HIGH LEVEL ALARM CENTRAL 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED IN A NEMA 4 RATED PANEL IN AN MANIFOLD BOTTOM TANK \ LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO U THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE PORTION OF THE o SOIL ABSORPTION SYSTEM TO WHICH THE PUMP IS CONNECTED. 5' O.C. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. 6"SCH40 PVC PUMPS SHALL OPERATE FOLLOWING SEQUENCE: I I a. PUMPS OFF MANIFOLD w c. SUBSTITUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. ALUMINUM HATCH 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT 40"X30" OPENING LEACHING FIELD 0 0 CONCRETE DONUT ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT 3 � o v' 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. USE 4"SCH80 PVC PIPE v INSIDE PUMP CHAMBER Lij ui 0 Q 'o In cz) -tol L # w p 1 1/4" ORIFICE AT 5' O.C. , a WITH ORIFICE ?AI U ESSHIELD TFR/ NATE TOP & BOT EDGE LEACHING FIELD PITCH .005 4"PVC TO PUMP / PIT (2) REQ. �i PLAN VIEW 0 0 2.0" SCH-40 PVC POUR 1 CU, FT, MIN. 13000 PSI CONC THRUST BLOCK AROUND CONNECTION PIPING DETAILS NOT TO SCALE ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 1/4" HOLE AT 5' O.C. /I SNAP-ON IN 6 O'CLOCK AND 12 O'CLOCK SHIELD POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH O DRAINAGE SLOTS A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. (ENGINEER TO INSPECT) ORIFICE SHIELD DETAIL NOT TO SCALE 140N FABRIC OVER STON DOUBLE WASHED 1/8" - 13" OVERALL HEIGHT 2.0"0SCH40 PVC 11" TOTAL OF 3/4" - 1-1/2" STONE DOUBLE WASHED ONLY WITH 1/4" ORIFICES ENGINEER TO INSPECT SHOP DRILLED AT 5' O.C. ALT TOP & BOTT. OF PIPE BOTTOM FIELD LEVEL AT EL. 20.92 NOT TO SCALE COMPACT BACKFILL 36" MAX. COVER, SLOPE 2% MIN. I i 22.00 2" X12.0" 21.67 19� BELOW LATERALS ORIFICE SHIELD OS 200CW ORENCO SYSTEMS INC PH. 1-503-459-4449 OR EQUAL SEE DETAIL & DRILL LAST ORIFICE ON TOP BOTTOM STONE EL. 18.9 4"0SCH40 PEFORATIONS DOWN VENT AS SHOWN EXISTING 1500 GAL GREASE TRAP (REMOVE) DRILL LAST ORIFICE IN EACH LATERAL ON TOP OF PIPE (12 O'CLOCK POSffION) TO RELEASE AIR FROM LATERAL DURING START OF DOSE. 10'-0" 2" RECYCLE UNE (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNTCIO SECTION A -A 10,UUV l7HLLVIV JCI' Ill,. I f11 '< yOG SYSTEMS SIDE-BY-SIDE IN N SCALE: 1" = 5't 40" X 30" BILCO H-20 HATCH41 PUMP INSTALLATION ? PLAN VIEW WATER GATE ROAD BOX COVERS TO GRADE (5) REQ. VENT 4"mSCH40 PVC SOLVENT WELD ALL JOINTS (TYP.) FLOATS SHALL BE MERCURY FLOAT TYPE FLOATS SHALL BE HUNG SO THAT THE LEVELS MAY BE ADJUSTED WITHOUT ENTERING THE PUMP CHAMBER. ALTERNATLY, A PRESSURE BELL TYPE SOLD STATE LEVEL CONTROLLER MAY BE UTIUZED. INSTALL REINFC ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL H-20 COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM •4"SCH40 PVC TRAFFIC OVER HATCH. \PRESSURE LINE \ (5) 4" GATE VALVES 2 -10" CENTER VALVE NORMALLY CLOSED 26" ALL OTHERS NORMALLY OPEN HATCH TO BE SET IN POURED REINFORCED CONCRETE DONUT 4" SCH40 PVC TO LEACH FIELD ALUMINUM HATCH 40" X 30" EWE BILCO H-20 OR EQUAL (TYP.) SET IN POURED CONCRETE BASE BOLT PUMP RAIL SUPPORTS TO HATCH LIFTING CHAIN FRAME FLANGE. STAINLESS STEEL GONG. BLOCK RISER MORTAR ALL BRICK (NP.) MANUF. LeBARON, BROCKTON, MA 4"SCH80 PVC PIPE MODEL: LT 105 INSIDE PUMP CHAMBER WEIGHT: 43D LBS J O SECTION A -A 10,UUV l7HLLVIV JCI' Ill,. I f11 O (ACME PRECAST TUNNEL MOLD TANK OR APPROVED EQUIV.) N SCALE: 1" = 5't CJI PUMP INSTALLATION COORDINATE OPENINGS 1. PRESSURE DOSING PUMPS SHALL BE MYERS 3WHV 3—HP PUMPS OR EQUAL CAPABLE W/ F.A.S.T. 9.0 OF 187 GPM AT AN 22.7 FT TDH. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS a0" U SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL.SHALL REQUIRED FOR HIGH LEVEL ALARM ORDER ORDERINGPOWER PUMP(S) ISRAVAILABLEO ATRTHEHAT SITETHE PRIOR PUMPS. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED IN A NEMA 4 RATED PANEL IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND BOTTOM TANK \ LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO U THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE PORTION OF THE o SOIL ABSORPTION SYSTEM TO WHICH THE PUMP IS CONNECTED. 1.00 WORKINGRANGE PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. z PUMPS SHALL OPERATE FOLLOWING SEQUENCE: I I a. PUMPS OFF b. LEAD PUMP ON ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP w c. SUBSTITUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. ALUMINUM HATCH 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT 40"X30" OPENING SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED HATCH TO BE SET IN POURED YREINFORCED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH.- THE SUBMERGED) AND A CONCRETE DONUT ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT 3 HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. PUMP RAIL AND DISCONNECT 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. USE 4"SCH80 PVC PIPE m INSIDE PUMP CHAMBER Lij ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL H-20 COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM •4"SCH40 PVC TRAFFIC OVER HATCH. \PRESSURE LINE \ (5) 4" GATE VALVES 2 -10" CENTER VALVE NORMALLY CLOSED 26" ALL OTHERS NORMALLY OPEN HATCH TO BE SET IN POURED REINFORCED CONCRETE DONUT 4" SCH40 PVC TO LEACH FIELD ALUMINUM HATCH 40" X 30" EWE BILCO H-20 OR EQUAL (TYP.) SET IN POURED CONCRETE BASE BOLT PUMP RAIL SUPPORTS TO HATCH LIFTING CHAIN FRAME FLANGE. STAINLESS STEEL GONG. BLOCK RISER MORTAR ALL BRICK (NP.) MANUF. LeBARON, BROCKTON, MA 4"SCH80 PVC PIPE MODEL: LT 105 INSIDE PUMP CHAMBER WEIGHT: 43D LBS J O WN O Q (7 N CJI COORDINATE OPENINGS W W/ F.A.S.T. 9.0 I-� a0" U o p z J HIGH LEVEL ALARM 4.1' ABOVE cn Lu BOTTOM TANK \ JLo U 2" RECYCLE LINE o r 1.00 WORKINGRANGE W 0 1.5' SUMP z I I L SECTION VIEW LOW LEVEL ALARM 1.3' ABOVE BOTTOM TANK PUEMP PU RAILS (STAINLESSESTEEL) TYPICAL ACCESS COVER C.I. VALVE BOX SCALE: 3/4" = 1'-0" 4" SCH40 PVC TYPICAL TO FINISH GRADE INVERTS OUT EL. 15.05 4" GATE VALVE GATE LVE TYP. OF 5 AND BOX 4" CAST IRON CHECK VALVES ON RISERS DRILL 1/4" WEEPHOLE OVER EA. VALVE CC BERMS WHERE INDICATED 12"X3" 1" TOPCOAT MASS DPW DISCONNECT INTEGRAL WITH TOP COURSE TYPE 11 2" BINDER 6" BOLT TO FLOOR (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNT SYSTEMS SIDE-BY-SIDE 9.000 GALLON PUMP PIT SCALE: 1/4" = 1'-0" APPROX. CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 O p 00000" 0v0 U 000000 0 "0 000000000000000000 Q0000,0290 0 0 0 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOT TO SCALE 10.50' " OPENINGS •W PLAN VIEW SECTION VIEW 9.000 GALLON SEPTIC TANK SCALE: 1/4" CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615. GRADE 60 DESIGN LOADING: PASHTO HS -20 ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, OR SHOREY PRECAST, OR EQUIVALENT. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 2" RECYCLE n I I DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. II II 2" RECYCLE LINE INTO RISER TEE LOCATION WN O N CJI COORDINATE OPENINGS W W/ F.A.S.T. 9.0 I-� REQUIREMENTS o J 6" SECTION VIEW 9.000 GALLON SEPTIC TANK SCALE: 1/4" CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615. GRADE 60 DESIGN LOADING: PASHTO HS -20 ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, OR SHOREY PRECAST, OR EQUIVALENT. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 2" RECYCLE n I I DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. II II 2" RECYCLE LINE INTO RISER TEE LOCATION r p— N co 006 N WN 0LLJ (j) W � Qp JM cn Lu V5 JLo U > o r O W 0 LU z I I L � O w LL Co uj Z WQX W a 3 ZQ I\ IW- m Lij ui 0 Q 'o In cz) -tol L # w p 1 , a W � U ro 00 Z 00n Lo W J 0 O V � O � N O = Q (b II U T C W m Li p J 0) r p— N co 006 N WN 0LLJ W � Qp JM cn Lu V5 JLo _ > o r O W 0 LU z I I L � O w LL Co uj Z WQX W a 3 ZQ � IW- m ui 0 Q # w p a U J O Ln O p N O = Q p II W m Li p J N � S C) n pU U) Q WN 0LLJ � Qp JM cn Lu V5 JLo _ > o r H 0 W 0 LU z r L � O w LL Co uj Z WQX W a 3 ZQ m ui 0 # SHEET 5 OF 7 03-244 3 TRENCH CROSS SECTION A—A NTS (TYP.) 6'_61 X 6'0 0000000o0 ooa0000000�`;oo°o H-20 I opo°o°opo 12"MIN. 1000 GAL 1O o�So° o�° A LEACHPIT 12"0 SI SHOREY OR EQUAL �,p Q T �# ° °°°° CORRUG Lw= > paw -< ADS N- 3/4" -1 1/2" 3'X3' LEACHING TRENCH DOUBLE WASHED STONE BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PIT SEE .TRENCH CROSS SECTION INVERTS LEVEL AT EL. 17.5 H-20 RATED F&C Le BARON LB268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED "DRAIN" DRILL (2) 1"0 HOLES IN COVER ADJUSTING BLOCKS/11-20 RISER MORTAR ALL COMPONENTS (TYP.) TOP STRUCTURES LEVEL AT EL.18.6 fi 8"I 6'0 H-20 I 1000 G L O LEACHP T SHOREY OR EQUAL 3/4" — 1 1/2" DOUBLE WASHED STONE 4' MIN. AROUND PIT 24" DIA. OPENING RIM ELEV. TO NOTE: USE ECCENTRIC CONE IF ADEQUATE MATCH EXISTING GRADES COVER EXISTS OVER SUMP TO ACCOMODATE. CONE TO CONFORM TO ASTM C-478 ADJUST TO GRADE H-20 RATED F&C WITH BRICK COURSES Le BARON LB268-3 H-20 WITH 3/8' MORTAR JOINS MANHOLE FRAME AND COVER BED FRAME IN FULL LABELED "DRAIN" TO GRADE. 3/8" MIN. MORTAR BED. 8" 8" M w 4" SCH40 d a o PVC AT_____ O ow 2% MIN. o ou IN FROM U ITS d 5" * Nw w 4'-0" o N Na 8" SDR35 PVC OUT 0.6% MIN. O e 8" SDR35 PVC OUT BUILD UP SIDES CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING ACME PRECAST, SHOREY PRECAST OR EQUAL PRECAST MANHOLE 48" DIA STEP SPECIFICATIONS: ASTM—C-478, PS -2, PF—SL FIBERGLASS RUNGS IMBED 3" MIN. TYPICAL SEWER MANHOLE DETAIL NOT TO SCALE WIDEN BERM TO 18" X 6" AT FINISH COURSE BASINS (NP.) MASS DPW PROP.H-20 F&G I�-11 TYPE II 2' X 2' GRATE Le BARON LF24B-2 OR EQ. G7 E A e ' D N D a n / I M RAD. R ALLOURSECOMPO ENEASN SE(TYP BINDER COURSE COLLAR DETAIL BED FRAME IN FULL 12" X 12" NOT TO SCALE CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT 3000 PSI CLASS I MIN. —10" 3" MIN. PEASTONE AND MIRAFI 140NS FABRIC OVER STONE & DOWN SIDES OF PITS 6'-8� X 6'0 H-20 1000 GAL. CATCH BASIN SHOREY OR EQUAL SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE \\A STRAIGHT EDGE. STREETS, DRIVEWAYS AND WALKS GRAVEL BASE COURSE 12" PROCESSED COMPACTED APPROVED BACKFILL 12' MIN. SECTIONAL PLATE ��'�,, BITUMINOUS PAVEMENT 2' BASE. 1" TOP MDPW TYPE 1-1 FILTER FINISHED GROUND SURFACE ALL FILL TO BE PLACED IN 6" LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY BY 10 TON MIN. VIBRATORY ROLLER. ENGINEER TO INSPECT ALL SITE WORK. CLEAN SAND FILL ONLY. TOWARD SITE EXCAVATION 1§�U7�7iT.�l o.° ° PIPE O.D. w MAX 12"MIN. MIN. 4 9 Lu Lu O �,p Q T �# W Lw= > paw -< EXCAVATION- EARTH OR ROCK \� ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE DISPOSED OF AND �\ APPROVED EXCA ATEDPLACED MATERIAL/ITH OR GRAVEL BORROW. CAREFULLY COMPACTED SELECTED MATERIAL OR GRAVEL BORROW 1/2 O.D. CAREFULLY COMPACTED SELECTED MATERIAL 6" MIN. UNDISTURBED REPLACE ANY STAND RD DETAIL BELOW GRADE EXCAVATION SEWER TRENCH OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL NOT 0 SCALE IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH 26" MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" Ai M I 17 N 33 1/4- 24 1 /4" A J 4 1 /2" SECTION A -A MINIMUM FRAME WEIGHT: 3—FLANGE — 265 LBS. 4—FLANGE — 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. 1 1/4" J L- 4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET FRAME AND GRATE 0" NUIr: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE—IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. 1" = 1'— 0" 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. CONTRACTOR TO VERIFY LOCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND 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 ASSUMED FROM QUADRANGLE MAP. 4. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM. CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. SEE INSPECTION SCHEDULE 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC AT 1/4"/FT PITCH UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. CONTRACTOR RESPONSIBLE FOR PUMPING EXISTING FAILED SYSTEMS FROM THE START OF CONSTRUCTION UNTIL THE NEW SYSTEM IS COMMISSIONED UNLESS OTHER ARRANGEMENTS ARE SPECIFICALLY MADE. 12. 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). 13 PRWHERE WATER EP PEUAND SHALLBE RESSNES CROSS SEWER IURE ESTEDPIPES TO ASSURE WATERTIGHTN SSD OF CLASS 150 BRISTLE BROOM 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 6"X6"—#10 WIRE I IUNJ N S 2E BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) CLEANOUT TO GRADE 4"OSCH40 VOOF DRAIN / I TO COLLECTOR 2% MIN. 6"OSCH40 COLLECTIONROOF DRAIN TO DRAINAGE 1% MIN. ROOF DRAINS NOT TO SCALE 6" LOAM & SEED AL DISTURBED AREAS NOT \PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE MASS DPW TYPE II w �i = A J 4 1 /2" SECTION A -A MINIMUM FRAME WEIGHT: 3—FLANGE — 265 LBS. 4—FLANGE — 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. 1 1/4" J L- 4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET FRAME AND GRATE 0" NUIr: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE—IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. 1" = 1'— 0" 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. CONTRACTOR TO VERIFY LOCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND 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 ASSUMED FROM QUADRANGLE MAP. 4. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM. CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. SEE INSPECTION SCHEDULE 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC AT 1/4"/FT PITCH UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. CONTRACTOR RESPONSIBLE FOR PUMPING EXISTING FAILED SYSTEMS FROM THE START OF CONSTRUCTION UNTIL THE NEW SYSTEM IS COMMISSIONED UNLESS OTHER ARRANGEMENTS ARE SPECIFICALLY MADE. 12. 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). 13 PRWHERE WATER EP PEUAND SHALLBE RESSNES CROSS SEWER IURE ESTEDPIPES TO ASSURE WATERTIGHTN SSD OF CLASS 150 BRISTLE BROOM 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 6"X6"—#10 WIRE I IUNJ N S 2E BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) CLEANOUT TO GRADE 4"OSCH40 VOOF DRAIN / I TO COLLECTOR 2% MIN. 6"OSCH40 COLLECTIONROOF DRAIN TO DRAINAGE 1% MIN. ROOF DRAINS NOT TO SCALE 6" LOAM & SEED AL DISTURBED AREAS NOT \PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE MASS DPW TYPE II EXTEND GRAVEL 6" MIN. / =TFS& VPAST EDGE PAVE ROLER COMPACTED L COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH 3' WIDTH TYP. 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F. WHERE SHO N SCORE SECTIONS AT 4.5'. EXPANSION JOINTS AT 18' O.C. PITCH 2% AWAY FROMBLDG. NOT TO SCALE " TOPCOAT MASS DPW TYPE II 2" BINDER y %ra 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED 8" COMPACTED GRAVEL REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOT TO SCALE NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY J C3 _Wz < qv z N w �i H J¢ Lu Lu W Q T �# W Lw= > paw -< J U %" a m r - Z in ®X w 3 i O I (0 I 0 W F - �00 .� LII `Q N 00 N W Wj N rW\r^^ ot M M 0 V N� K w x J 3 0, Z Li U � O O O � Q Q Q Z p II N U D j ,C ° O Lj m wl LL p J N (3)^ 01 EXTEND GRAVEL 6" MIN. / =TFS& VPAST EDGE PAVE ROLER COMPACTED L COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH 3' WIDTH TYP. 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F. WHERE SHO N SCORE SECTIONS AT 4.5'. EXPANSION JOINTS AT 18' O.C. PITCH 2% AWAY FROMBLDG. NOT TO SCALE " TOPCOAT MASS DPW TYPE II 2" BINDER y %ra 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED 8" COMPACTED GRAVEL REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOT TO SCALE NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY J C3 _Wz < qv z N w H J¢ Lu Lu W T �# W Lw= > paw -< J I LQ %" a m r - Z in ®X w 3 O I (0 I / W F - p 3 0 K 3 Li O O O Q Q Z p II N D j ° O Lj m wl LL p J N p U (n n Z Q J a w 0 LLH LU W J Q H w 00 WN w H J¢ Lu Lu J T �# W Lw= > paw -< J I LQ %" a m w Z in ®X w 3 zm C4 N / IEET 6 OF 7 03-244 26 26 24 2: 21 1 1 'ERATION POINT: AT 22.7• TDH IX. 3.0' >2.5' O.K. NETWORK SYSTEM CURVE - WITH 4" TRANSPORT PIPE - AYERS 3WHV 3.0 BHP 6.0" IMP. DIAMETER 100 200 300 4 ., Uu JO CAPACITY -GPM » ')TEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 3BHP 6.0 IMP. PUMP C.I. RING & COVER LEBARON LAO910 OR EQ. OVER CLEANOUT TO GRADE. TYPICAL WHERE INDICATED AT ALL MAJOR BENDS & INTERSECTIONS H-70 CAST IRON CO ]RST FLOOR VARIES =L. 24-27± FLOOR ELEV'S SEE SITE PLAN 2 cu ,CH40 _ 2' PVC RECYCLE LINE AT 2% CONC. - s 1 Wcq N 10" Q FIRST FLOOR VARIES EL. 23.8-27 5± W/ GAS BAFFLE 6.5 BUI DI G 1 CONNECTION FROM BUILDING WITH CLEANOUT TO GRADE (NP.) C) J L W W O co W J X w JLo Of U w r- �# p ,C Lu 0 O 4 0 Q) Ff L a: r 1 00 LLz w SCH40 PVC AT 29, 8" SDR35 AT 0.6% IW- I Q o J %� QLLI = m 20.0 SMH1 L r w 0) �I w SMH2 9 19.70 INV. Q 18.93 r w o 'ERATION POINT: AT 22.7• TDH IX. 3.0' >2.5' O.K. NETWORK SYSTEM CURVE - WITH 4" TRANSPORT PIPE - AYERS 3WHV 3.0 BHP 6.0" IMP. DIAMETER 100 200 300 4 ., Uu JO CAPACITY -GPM » ')TEM CURVE WITH PUMP CURVE FOR MYERS 3WHV 3BHP 6.0 IMP. PUMP C.I. RING & COVER LEBARON LAO910 OR EQ. OVER CLEANOUT TO GRADE. TYPICAL WHERE INDICATED AT ALL MAJOR BENDS & INTERSECTIONS H-70 CAST IRON CO ]RST FLOOR VARIES =L. 24-27± FLOOR ELEV'S SEE SITE PLAN 2 cu ,CH40 _ 2' PVC RECYCLE LINE AT 2% CONC. - s 1 -27. MIN 15.30 15.40 SEWER TH A DATE: 9/24/03 2 PM EVALUATOR: DANIEL A. OJALA PLS, SE WITNESS: AMY VON HONE, RS (BOF EXCAVATOR: REID ELLIS, ELLIS BROS. DEPTH: ELEVATION: 0" 21.9 FILL 28" B 19.6 LS 10YR6/8 48" 17.9 BORT Cl M/C SAN 807 1OYR5/6 AT 7 24 C 15% GRAVEL <9" AT <2 MIN 120" 1 11.9 NO GROUNDWATER FOUND � 00 LT 00 00 I � NN (D� n 7 TYPICAL VENT (CONNECT TO FIELD VENT) GATE VALVE AND BOX PVC 15.05 / II 14.95 9,000 GAL F.A.S.. READY 9,000 GAL P/C SEPTIC TANK 11 PUMP DUPLEX PUMPS SEE DETAILS MECHANICAL COMPACTION & 6" STONE (NP.) 310 CMR 15.228(1)/ REINF. CONC. PAD UNDER TUNNEL MOLD TANK TO MANUF. SPECS. SEPTIC SYSTEM SHORING OF EXCAVATION MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE TO MAINTAIN PUBLIC AND BUILDING SAFETY . VALVE BOX FINISH GRADE SAWCUT & MATCH PAVEMENT WHERE REQ. SEE PAVEMENT SECTION (5) GATE VALVES WITH COVERS TO GRADE SEE DETAILS i 1 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL PROVIDE CHARCOAL INSPECTION PORT SEE DETAIL FILTER ON VENTS / MATCH PA MENT WHERE REQ. 1 ELEVATION VARIES: 23.5'± MAX. TO EL. 25.0±' CLEANOUT DETAIL: VENT FOR EACH BANK OF LATERALS. PITCH BACK TO SAS AT .005 FT./FT. MIN. CONSTRUCT VERTICAL SECTION OF SCH80 (GRAY) 4" PVC PIPE PROVIDE INSECT SCREEN. LUG PROPOSED F� A mSGHAo 9817 S PRESSURE DOSED LEACHING FIELD ELEV. 17.0± V.I.F. 19.0± 14.70± EL 10 THBI INVERT OF LATERALS LEVEL AT EL 21.67 NO GROUNDWATER FOUND BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION. ENGINEER TO INSPEC:r S011 REMOVAL - REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). QUOTE ADDITIONAL MATERIAL AT COST PER 5' REMOVAL OF UNSUITABLE SOILS REQUIRED. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. THE DEPTH OF FILL AND UNSUITABLE MATERIAL MAY VARY, ENGINEER TO INSPECT AND CERTIFY THE REMOVAL. QUOTE CUBIC YAARDLIN EC SAE REQUIRED. REPLACE AT COST 0000 00 u) if) X 0- L) - L) GVtlll.TO CORDINATE IHRU Iry v+oi. .•���`�� INSPECTION SCHEDULE: 24THR. NOTICE REQUIRED. INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4, ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SS FIELD. 7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER.BE 8. ALL SITE WORK. INCLUDING CLEARING. INAGE ETC. PECTED ERS 9. ALL WATER WORK TO CONFORM TO YARMOUTHREGULATIONSBASE,G, GRAVEL REGULATIONSAND PAVEMENT, S- ALL WORKOTO BE SINSPECTTEDYANNDNTESTED GIN Wcq N 10" Q N 15,000 GAL ST 34" SEPTIC TANK W/ GAS BAFFLE -27. MIN 15.30 15.40 SEWER TH A DATE: 9/24/03 2 PM EVALUATOR: DANIEL A. OJALA PLS, SE WITNESS: AMY VON HONE, RS (BOF EXCAVATOR: REID ELLIS, ELLIS BROS. DEPTH: ELEVATION: 0" 21.9 FILL 28" B 19.6 LS 10YR6/8 48" 17.9 BORT Cl M/C SAN 807 1OYR5/6 AT 7 24 C 15% GRAVEL <9" AT <2 MIN 120" 1 11.9 NO GROUNDWATER FOUND � 00 LT 00 00 I � NN (D� n 7 TYPICAL VENT (CONNECT TO FIELD VENT) GATE VALVE AND BOX PVC 15.05 / II 14.95 9,000 GAL F.A.S.. READY 9,000 GAL P/C SEPTIC TANK 11 PUMP DUPLEX PUMPS SEE DETAILS MECHANICAL COMPACTION & 6" STONE (NP.) 310 CMR 15.228(1)/ REINF. CONC. PAD UNDER TUNNEL MOLD TANK TO MANUF. SPECS. SEPTIC SYSTEM SHORING OF EXCAVATION MAY BE REQUIRED. RESPONSIBILITY OF CONTRACTOR NOT TO SCALE TO MAINTAIN PUBLIC AND BUILDING SAFETY . VALVE BOX FINISH GRADE SAWCUT & MATCH PAVEMENT WHERE REQ. SEE PAVEMENT SECTION (5) GATE VALVES WITH COVERS TO GRADE SEE DETAILS i 1 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL PROVIDE CHARCOAL INSPECTION PORT SEE DETAIL FILTER ON VENTS / MATCH PA MENT WHERE REQ. 1 ELEVATION VARIES: 23.5'± MAX. TO EL. 25.0±' CLEANOUT DETAIL: VENT FOR EACH BANK OF LATERALS. PITCH BACK TO SAS AT .005 FT./FT. MIN. CONSTRUCT VERTICAL SECTION OF SCH80 (GRAY) 4" PVC PIPE PROVIDE INSECT SCREEN. LUG PROPOSED F� A mSGHAo 9817 S PRESSURE DOSED LEACHING FIELD ELEV. 17.0± V.I.F. 19.0± 14.70± EL 10 THBI INVERT OF LATERALS LEVEL AT EL 21.67 NO GROUNDWATER FOUND BOTTOM OF REMOVAL TO ELEV. 17.0±. SEE LOGS, DEPTH MAY VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION. ENGINEER TO INSPEC:r S011 REMOVAL - REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). QUOTE ADDITIONAL MATERIAL AT COST PER 5' REMOVAL OF UNSUITABLE SOILS REQUIRED. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. THE DEPTH OF FILL AND UNSUITABLE MATERIAL MAY VARY, ENGINEER TO INSPECT AND CERTIFY THE REMOVAL. QUOTE CUBIC YAARDLIN EC SAE REQUIRED. REPLACE AT COST 0000 00 u) if) X 0- L) - L) GVtlll.TO CORDINATE IHRU Iry v+oi. .•���`�� INSPECTION SCHEDULE: 24THR. NOTICE REQUIRED. INSPECTIONS 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 4, ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 5. ENGINEER TO INSPECT TANKS TO ENSURE WATERPROOF. 6. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SS FIELD. 7. AN AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER.BE 8. ALL SITE WORK. INCLUDING CLEARING. INAGE ETC. PECTED ERS 9. ALL WATER WORK TO CONFORM TO YARMOUTHREGULATIONSBASE,G, GRAVEL REGULATIONSAND PAVEMENT, S- ALL WORKOTO BE SINSPECTTEDYANNDNTESTED GIN Ur g a¢d � °Z W J Z ? U i N Wcq N Q N Q I N U) O C) J L W W O co W J X w JLo Of U w r- �# p ,C Lu 0 O 4 0 Q) Ff L a: r Ur g a¢d � °Z W J Z ? U i N Wcq N Q N I N ►W - w QD Q co W J X w JLo Of w r- �# p ffi� Lu 0 O 4 0 Ff L a: Q 1 00 LLz w o IW- I Q o J %� QLLI = m L r w 0) �I w Q w o a Q U J Q Ln 00 p N O = Q o II �M Q J F_ LLJ It L 0 J 't N G_ = U O U 0 r7 0 Z Wcq N Q a ►W - w QD Q co J X w JLo w 0 �# p ffi� Lu ? 4 0 Ff L a: Q LLz w IW- W Q J %� QLLI = m L r 0) 04 SHEET 4 OF 7 03-244 CLEANOUT DETAIL: LeBARON CAST IRON LA0910 MIRAFI 140N FABRIC OVER 2" PEASTONE H_20 RATED VALVE BOX TO GRADE AT EA. END. 4"OSCH40 P RF RATIONS DOWN EDUCE VENT AS SHOWN UNS JUST IN� EASTONE FARRIC OVER VENT i(1 4"PVC TO PUMP T_ 60" O.C. WITH SHIELDS (TYP-) PIT (2) REQ. SEE PLAN FOR LOCATIONS 6"SCH 40 PVC MANIFOLD SIDE ELEVATION VIEW OTH LATERALS B N WAYSFROM MORTAR ALL BRICK (TYP.) MANUF. Le BARON, BROCKTON, MA 4"SCH80 PVC PIPE MODEL: LT 105 INSIDE PUMP CHAMBER WEIGHT: 430 LBS MYERS PUMP RAIL ACCESS COVER CENTRAL �i MANIFOLD II O I I 6"SCH40 PVCI I MANIFOLD PUMP RAILS (STAINLESSSTEEL)TYPICAL � 0 i � 0 N C.I. VALVE BOXSCALE: 3/4" O r I J CC � W TYP,OF 5 INVERTS OUT EL 15.05 4" GATE VALVE GATE VALVEII z U I 44 � W oco I � I r F: Q w J EDGE LEACHING FIELD PITCH LL 005 / 4"PVC TO PUMP W — W PIT O (2) REQ. Q N ¢ ¢ J 3 PLAN VIEW o zm 0 1/4" HOLE AT 5' O.C. IN 6 O'CLOCK AND 12 O'CLOCK POSITIONS (ALTERNATE) EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. (ENGINEER TO INSPECT) ' 13" OVERALL HEIGHT 1/4" ORIFICE AT 5' O.C. WITH ORIFICE SHIELD ALTERNATE TOP & BOT POUR 1 CU. FT. MIN. -3000 PSI CONC THRUST BLOCK AROUND CONNECTION PIPING DETAILS NOT TO SCALE ORENCO SYSTEMS INC PH, 1-800-348-9843 OR EQUAL. SNAP-ON SHIELD SLOTS NOT TO SCALE COMPACT BACKFILL 6' ON CENTER 36" MAX. COVER, SLOPE 2% MIN. 140N FABRIC OVER STONE 1/9" STONE 2.010SCH40 PVC 11" TOTAL OF 3/4" - 1-1/2" STONE WITH 1/4" ORIFICES DOUBLE WASHED ONLY SHOP DRILLED AT 5' O.C. ENGINEER TO INSPECT ALT TOP & BOTT. OF PIPE BOTTOM FIELD LEVEL AT EL. 20.92 NOT TO SCALE I 22.00 2 12.0" 21.67 ]9"7BELOW LATERALS ORIFICE SHIELD OS 200CW ORENCO SYSTEMS INC PH. 1-503-459-4449 OR EQUAL SEE DETAIL O 1.5 CU.FT 2.0"OSCH40 PVC 90' ELECTICAL CONDUIT SWEEP DRILL LAST ORIFICE ON TOP BOTTOM STONE EL. 18.9 4"OSCH40 PEFORATIONS DOWN VENT AS SHOWN i ' I CAST IRON COVER OVER CLEANOUT ool 1 I ° o EXISTING 1500 GAL GREASE TRAP (REMOVE) I ° ° I CONC. BASE I o ° o° I ° ° I I ° I DRILL LAST ORIFICE IN EACH LATERAL ON TOF OF PIPE (12 O'CLOCK POSITION) TO RELEASE AIR FROM LATERAL DURING START OF DOSE. I 2" RECYCLE LINE PLUG 10'-0" (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNT co SYSTEMS SIDE-BY-SIDE IN OG 40" X 30" BILCO H-20 HATCH it PLAN VIEW WATER GATE ROAD BOX COVERS TO GRADE (5) REQ. VENT 4"4SCH40 PVC / n \ SOLVENT WELD ALL JOINTS (TYP.) FLOATS SHALL -BE MERCURY FLOAT TYPE FLOATS SHALL BE HUNG SO THAT THE LEVELS MAY BE ADJUSTED WITHOUT ENTERING THE PUMP CHAMBER. ALTERNATLY, A PRESSURE BELL TYPE SOLID STATE LEVEL CONTROLLER MAY BE UTILIZED. O UI Ii ALUMINUM HATCH 0 40"X3D" OPENING HATCH TO BE SET IN POURED REINFORCED CONCRETE DONUT PIIMP RAIL AND DISCONNECT USE 4"SCH80 PVC PIPE INSIDE PUMP CHAMBER INSTALL REINFORC SECTION A—A (ACME PRECAST TUNNEL MOLD TANK OR APPROVED EQUIV.) SCALE: 1" = 5't PUMP INSTALLATION, 1. PRESSURE DOSING PUMPS SHALL BE MYERS 3WHV 3—HP PUMPS OR EQUAL CAPABLE OF 187 GPM AT AN 22.7 FT TDH. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE AT THE SITE PRIOR TO ORDERING PUMPS. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED IN A NEMA 4 RATED PANEL IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE PORTION OF THE SOIL ABSORPTION SYSTEM TO WHICH THE PUMP IS CONNECTED. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL H-20 COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM •4"SCH40 PVC TRAFFIC OVER HATCH. \PRESSURE LINE \ (5) 4" GATE VALVES \ CENTER VALVE NORMALLY CLOSED 26" ALL OTHERS NORMALLY OPEN T IN POURED HATCH TO BE SE REINFORCED CONCRETE DONUT A D ALUMINUM HATCH 40" X 30" EWE BILCO H-20 OR EQUAL (TYP.) SET IN POURED CONCRETE BASE BOLT PUMP RAIL SUPPORTS TO HATCH FRAME FLANGE. TEEL CONC. BLOCK RISER HIGH LEVEL4.1' ABBOTTOM 4" CAST IRON CHECK VALVES ON RISERS DRILL 1/4" WEEPHOLE OVER EA. VALVE CC BERMS WHERE INDICATED 12"X3" 1" TOPCOAT MASS DPW 2" RECYCLE LINE 1.00 WORKING RANGE 1.5' SUMPp 6" SECTION VIEW LOW LEVEL ALARM BOLT TO FLOOR 1.3' ABOVE BOTTOM TANK (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNT SYSTEMS SIDE-BY-SIDE 9,000 GALLON PUMP PIT SCALE: 1/4" = 1'-0" APPROX. CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 INTEGRAL WITH TOP COURSE TYPE 11 2" BINDER 0 000000000000°o°o°0 00000OpO0 0°000�0�°O 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOT TO SCALE 11 N MORTAR ALL BRICK (TYP.) MANUF. Le BARON, BROCKTON, MA 4"SCH80 PVC PIPE MODEL: LT 105 INSIDE PUMP CHAMBER WEIGHT: 430 LBS MYERS PUMP RAIL ACCESS COVER 24" OPENINGS �i W O � O PUMP RAILS (STAINLESSSTEEL)TYPICAL N O C.I. VALVE BOXSCALE: 3/4" O r 4" SCH40 PVC TYPICAL TO FINISH GRADE J CC W TYP,OF 5 INVERTS OUT EL 15.05 4" GATE VALVE GATE VALVEII z U AND BOX HIGH LEVEL4.1' ABBOTTOM 4" CAST IRON CHECK VALVES ON RISERS DRILL 1/4" WEEPHOLE OVER EA. VALVE CC BERMS WHERE INDICATED 12"X3" 1" TOPCOAT MASS DPW 2" RECYCLE LINE 1.00 WORKING RANGE 1.5' SUMPp 6" SECTION VIEW LOW LEVEL ALARM BOLT TO FLOOR 1.3' ABOVE BOTTOM TANK (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNT SYSTEMS SIDE-BY-SIDE 9,000 GALLON PUMP PIT SCALE: 1/4" = 1'-0" APPROX. CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 INTEGRAL WITH TOP COURSE TYPE 11 2" BINDER 0 000000000000°o°o°0 00000OpO0 0°000�0�°O 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED NOT TO SCALE 11 PLAN VIEW N 24" OPENINGS �i W O (Wu O I O W O r J CC W B" KNOCKOUTS TYP. JT U 77 PLAN VIEW SECTION VIEW SCALE: 1/4" = 1'-0" CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: PASHTO HS -20 ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, OR SHOREY PRECAST, OR EQUIVALENT. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 2" RECYCLE n I DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. II 2" RECYCLE LINE INTO RISER TEE LOCATION _o J aj . v oL)Z N �i W (Wu D' W `Z r J CC W O JT U 0 44 I CO I W oco zm�a� w Z r L r� Q w J LL } d CD W — W O 2 Q N ¢ ¢ J 3 3 zm ~ H o k 0 Q Ln 00 0 Q Q 0 /� a (OD Q U VV\ 00 J Q 0 j Z v1 00 0 N O = Q N p P Of U T C M \ S Ed d N Q Q SECTION VIEW SCALE: 1/4" = 1'-0" CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: PASHTO HS -20 ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, OR SHOREY PRECAST, OR EQUIVALENT. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 2" RECYCLE n I DIRECTLY UNDER OPENING. SUPPORT WITH STAINLESS STRAP TO RISER. II 2" RECYCLE LINE INTO RISER TEE LOCATION _o J aj . v oL)Z Q N W (Wu D' W Q0co r J CC W O JT 0 44 I CO I W oco zm�a� w Z r L r� Q w J LL } d CD W — W z 2 Q N ¢ ¢ J 3 3 zm H w W Q 0 N # w 0 a Q U J Q v1 00 0 N O = Q p Of 0 :2FW- M Ed d N Q Q I 0 0 (n n Q N (Wu W Q0co Q J CC W JT 0 44 OLL W oco zm�a� w Z r L r� Q w J LL } d CD W — W z 2 Q N ¢ ¢ J Q 3 zm w W 0 N # SHEET 5 OF 7 03-244 LAWN LAWN GEORGE T ABBOTT TRS. — DB 10018 PG 90 NO3 28'35 "E 24.44' N1 35'4O'E 119 67, 6' STOCKADE / LAWN41;111,1CEDAR FENCE 111! III Np0'06 40»w 246.28' BUILDING 6 sCIV —� 6A APE TRIPLEX O 7A BUILDING 7 152120 E / LAWN >a 66 O COLONIAL 200 4T MASONRY STEP (TYP.) � TRIPLEX 7C MAIDEN GR SS (TYP.) 101.77 0 7B ' 8A BUILDING 8 e ' LAWN *}�� Q �r '4�, � INKBE�Y ' W APE TRIPLEX , a 27 46 W s' STOCKADE BUILDING 5 5C -� O Qom® (TYP.) 8C / r NO2 CEDAR FENCE 5A COLONIAL °, '� 8B LAWN °r TRIPLEX LAtNN �� � e LAWN 4C 5B LAWN LAWN LAWN LAWN LAWN ® M Y RETURNVDAYLILY APE BUILDING TRIPLEX140 CHERR EME ALD ARBORVITAE HEDGE a Q 3C `�A 46 14 a LAURE # 0 KNOCKQUT ROSE (TYP.) a v e (TYP. qq O f, r 6 BUILDING 3 (� (3) KOUSA DOGW OD 3A COLONIAL * LAWN I LAWN (3) NIKK BLUE TRIPLEX y i ' I HYDRANGE?(TYP.) 36 a 'fid► ANTIQUE STYLE SHASTA DAISY (TYP.) HIDCOTE LAVENDER (TYP.) / POST LIGHT (TYP.) PURPLE LEAF PLUM (TYP.) ANTHONY WATERER SPIREA (TYP.) HERITAGE CLUMP BIRCH (TYP.) r r+ LAWN OCTOBER GLORY RED MAPLE (TYP.) CLEVELAND SELECT PEAR (TYP.) I w x° BLUE PRINCESS HOLLY (TYP.) ANNUAL/PERENNIAL COLOR TYP.) PICKET FENCE I / r S GN r I Sr LAWN LAWN ®� MAILBOXES LA LAWN I II s DUMPSTER EASTERN ENCLOSURE 2B RED CEDAR (TYP-)__" BUILDING 2 GABLE ENTRY CAPE DUPLEX _ 2A LAWN V BUILDING 1 GABLE ENTRY CAPE DUPLEX �1��► LAWN TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE � DCE #03-244 I � v s I R? I� 1 EDGE PAVE PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED 11— _IIII- 11=1—III — — — UNDISTURBED SUBGRADE -EQ. EQ. EQ._ SHRUB PLANTING NOT TO SCALE �Ft1► - i O. O PLANT SCHEDULE LAWN � Q 0 (� PRIVET HEDGE (TYP.) NIKKO BLUE HYDRANGEA (TYP.) +� 12B ¢ PINK RHODODENDRON (TYP.) 12A 116 11A 106 10A 9B I arm BUILDING 12 f 9A LAWN BUILDING 1 1 e r� DWARF MUGO PINE (TYP.) COLONIAL DUPLEX BUILDING 10 / MASONRY STEP (TYP.) CAPE DUPLEX BUILDING 9 I er W/ GARAGE CAPE DUPLEX ar W/ GARAGE COLONIAL a 000 I'll 2•.. *DID DUPLEX .` 'a{'''a�`w"�''w` -.i�{''w -a -. a 22, {"a' a'i'-a `t -.' -' - ` `."a''w�`'t 'a'. .1 '. ".r}'`."x�`".a�`a{. 'nc�' `ai` .!'{;"+'.i'�t. ` `r -." ` : 'x 'a -x° . ' a�w}.:i�`a"AIR ✓°� a r,IF 6' STOCKADE FENCE PINK RHODODEND N (TYP.) 4 ° r C. B. 506:2J 24"W 225.97 61.51 6' STOCKADE51175,10 „W X X X X X X X CEDAR FENCE 129. , I FOUND `— I �— X 109-5 1 '40 TWX X X �5 6' STOCKA E 6'-4, ADE X X X _IL__ NICE FENCE r I PLANT BOTANIC NAME PLANT QUANTITY SYMBOL COMMON NAME SIZE OF PLANTS 1 October Glory(R) Swamp Maple 3" CAL. 6 Betula nigra 'Cully' 1 EDGE PAVE PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED 11— _IIII- 11=1—III — — — UNDISTURBED SUBGRADE -EQ. EQ. EQ._ SHRUB PLANTING NOT TO SCALE �Ft1► - i O. O PLANT SCHEDULE LAWN � Q 0 (� PRIVET HEDGE (TYP.) NIKKO BLUE HYDRANGEA (TYP.) +� 12B ¢ PINK RHODODENDRON (TYP.) 12A 116 11A 106 10A 9B I arm BUILDING 12 f 9A LAWN BUILDING 1 1 e r� DWARF MUGO PINE (TYP.) COLONIAL DUPLEX BUILDING 10 / MASONRY STEP (TYP.) CAPE DUPLEX BUILDING 9 I er W/ GARAGE CAPE DUPLEX ar W/ GARAGE COLONIAL a 000 I'll 2•.. *DID DUPLEX .` 'a{'''a�`w"�''w` -.i�{''w -a -. a 22, {"a' a'i'-a `t -.' -' - ` `."a''w�`'t 'a'. .1 '. ".r}'`."x�`".a�`a{. 'nc�' `ai` .!'{;"+'.i'�t. ` `r -." ` : 'x 'a -x° . ' a�w}.:i�`a"AIR ✓°� a r,IF 6' STOCKADE FENCE PINK RHODODEND N (TYP.) 4 ° r C. B. 506:2J 24"W 225.97 61.51 6' STOCKADE51175,10 „W X X X X X X X CEDAR FENCE 129. , I FOUND `— I �— X 109-5 1 '40 TWX X X �5 6' STOCKA E 6'-4, ADE X X X _IL__ NICE FENCE r I PLANT BOTANIC NAME PLANT QUANTITY SYMBOL COMMON NAME SIZE OF PLANTS Acer rubrum October Glory October Glory(R) Swamp Maple 3" CAL. 6 Betula nigra 'Cully' Heritage River Birch -dump 10-12' 12 Comus kousa Kousa Dogwood 3" CAL. 6 Pyrus calleryana'Cleveland Select' Cleveland Select Pear 2.5" CAL. 9 Prunus cerasitem Thundercloud' Thundercloud Plum -purple leaf 2.5" CAL. 6 Junliporusvi a f Eastern Red Cedar 7.8' 6 Rhododendron'English Re eum' En lish Roseum Rhododendron ink 24-30" 31 Ilex x meserveae Blue Prinss Blue Princess Meserve Holly' 4 Hydrangea macrophylla'Nikko Blue' Nikko Blue Hydrangea -blue mo head #5 125 Pinus mugo'Pumillo' ' Dwarf Mu ho Pine #3 38 ,,fw Prunus laurocerasus'Schipkaensis' 4W Schi ka Che laurel 34 10 Prunus laurocerasus'Otto Luyken' 9� Otto Lu en Che laurel 18-24" 6 Ilex glabra'Shamrock' Shamrock Inkber corn act 24-30" 49 occidentalis'Smaragd' ©Thuja ° Emerald Green American Arborvitae 5' 27 Spiraea bumalda'Anthony Waterer AnthonyWaterers area #3 15 Miscanthus sinensis'Gracillimus' Maiden Grass #3 42 Rosa KnockoutT #2 52 Knockouttm Rose ­cherry red Pennisetum alopecuroides'Hameln' °XF Hameln Fountain Grass -dwarf #2 15 Lavandula'Hidcote' Hidoote Lavender #1 25 Q Leucanthemum'Snow Lady' Shasta Daisy #1 42 rc Ligustrum ovalifolium California Privet 3-4' 355 .0 Hemerocallis'Happy Returns' Happy Returns Da lil -re eat #1 218 ® Annual/Perennial Color GENERAL PLANTING NOTES GENERAL SEEDING NOTES X X 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - OPTIMUM O NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE THE OWNER AND/OR THE SUMMER STRESS MIXTURE (LOFTS SEED INC.Ct LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO 90% REBEL II OR TRIBUTE TALL FESCUE ) INSTALLATION. 10% NASSAU OR BARON KENTUCKY BLUEGRASS 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE SEEDING RATE: 5# PER 1,000 SQ. FT. OR 200# PER ACRE. WITH THE TYPICAL PLANTING' DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF 2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150# TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE. INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% 3) FERTLIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. 10-10-10 APPLIED AT A RATE OF 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135# PER 1,000 SQ. FT. PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. 4) MULCH TO CONSIST OF SMALL GRAIN STRAW OR SALT HAY ANCHORED WITH A WOOD AND FIBER MULCH BINDER OR AN APPROVED EQUAL. MULCH WILL BE SPREAD AT RATES OF 90 TO 115 LBS. PER 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR 1,000 SQ. FT. AND ANCHORED WITH A MULCH ANCHORING TOOL OR LIQUID MULCH BINDER AND SHALL BE WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. PROVIDED ON ALL SEEDINGS. HYDROMULCH SHALL ONLY BE USED DURING OPTIMUM GROWING SEASONS. 5) ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL DFwysso ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A TREE OF SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE ? 9H o DANIEL DEVELOPER. A m� 6) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN ALL LAWN AREAS OJALA m AND A MINIMUM OF 12" OF TOPSOIL IN ALL PLANTING AREAS. A FULL SOIL ANALYSIS SHALL BE, No 409 0„ 4 P CONDUCTED DTREQUIRED. FTECONSTRUCTION AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOIL 6 p �qH sstAMENDMENyo J 7) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE DATE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES. ALL PERMIT SET: NOT FOR CONSTRUCTION DISTURBED LAWN AREAS SHALL BE TOPSOILED, LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. LANDSCAPE PLAN 8) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. INSTALL TREE PLUMB 9) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS.TOP OF ROOTBALL SHALL BEAR SITE PLAN SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING INSTALL TREE PLUMB d V I N D R I F T V I L L A G E TOP OF ROOTBALL SHALL BEAR ROOT FLARE SHALL BE EXPOSED; SAME RELATIONSHIP TO FINISHED MULCH SHOULD NOT BE WITHIN GRADE AS TO PREVIOUS EXISTING 4" OF TREE TRUNK #29 BAXTER AVE./#115 ROUTE 28 GRADE PLACE BALL ON SUBSOIL. REMOVE AND ROOT FLARE SHALL BE EXPOSED; DISCARD BURLAP EXCEPT UNDER BALL. IN MULCH SHOULD NOT BE WITHIN REINFORCED RUBBER REMOVE ALL SYNTHETIC SOIL WRAPPING 4" OF TREE TRUNK HOSE(1/2" DIA. MATERIALS (TREATED BURLAP, NYLON WEST YARMOUTH MA PLACE BALL ON SUBSOIL. REMOVE AND n BLACK TWINE, WIRE BASKETS, ETC.) AND DISCARD 7 w DOUBLE #10 GALVANIZED REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL. WIRE GUYS AND EXCAVATE SUBSOIL AS REQUIRED HOSE(1/2" DIA. REMOVE ALL SYNTHETIC SOIL WRAPPING > TURNBUCKLES. GUYS TO PLACE ROOTBALL TO PROPER BLACK) MATERIALS (TREATED BURLAP, NYLON= TO BE REMOVED AFTER ELEVATION. PLACE ROOTBALL PREPARED FOR DOUBLE #10 GALVANIZED TWINE, WIRE BASKETS, ETC.) AND DISCARD 2 ONE YEAR. DIRECTLY ON SUBSOIL WIRE GUYS AND x SURVEYOR'S _ ARDAN BUILDING SERVICES --- 6' Wood Privacy Fence TURNBUCKLES. GUYS TO BE EXCAVATE SUBSOIL AS REQUIRED w RIBBON EXCAVATE HOLE TO DIAMETER REMOVED AFTER ONE YEAR. TO PLACE ROOTBALL TO PROPER w 3X WIDER THAN ROOTBALL. --- 4' White Picket Fence ELEVATION. PLACE ROOTBALL (WHIG) BACKFILL HOLE WITH PLANTING SCALE: 1 " = 30' DATE: JANUARY 7, 2007 SURVEYOR'S DIRECTLY ON SUBSOIL SOIL MIX AS SPECIFIED RIBBON l REVISED: FEBRUARY 22, 2007 5' -MT -E TER EXCAVATE HOLE TO DIAMETER 3" BARK MULCH, AS SPECIFIED REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC 3X WIDER THAN ROOTBALL. UNDISTURBED SUBGRADE REVISED: JUNE 19, 2007 UNIT NUMBERS BACKFILL HOLE WITH PLANTING -II SOIL MIX AS SPECIFIED I - I� 2" x 2" x 3' HARDWOOD STAKES. 3" BARK MULCH, AS SPECIFIED 6"~ y — I �� L� 3 TREE HEIGHT. SHEET 7 OF 7 I) �) UNDISTURBED SUBGRADE NOTES: = — = 2" x 2" x 3' HARDWOOD STAKES. EQ EQ. EQ. off 508-362-4541 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT I— — — 6 3 TREE HEIGHT. fax 508 362-9880 COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS -EQ. EQ. EQ.� EVERGREEN TREE PLANTING down cape engineering, Inc. GROWN IN NURSERY. FOR S' AND ABOVE HEIGHT CIVIL ENGINEERS DECIDUOUS TREE PLANTING NOT TO SCALE LAND SURVEYORS FOR 3" CAL. AND ABOVE 2D o zo 40 60 Feet 939 Main Street — YARMOUTHPORT, MASS. NOT TO SCALE 03-244 HOUSING.DWG (DAO) 6'-81 X 6'4 H-20 1000 GAL. 1D LEACHPIT SHOREY OR EQUAL TRENCH CROSS SECTION A—A NTS A (TYP.) A SLOTTED H-20 RATED F&C LeBARON LB268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED "DRAIN" DRILL (2) 1"0 HOLES IN COVER ADJUSTING BLOCKS/H-20 RISER MORTAR ALL COMPONENTS / (TYP.) TOP STRUCTURES LEVEL AT EL.18.6 6 B"I 6'0 `I H-20 1000 G L. ° LEACHP T SHOREY OR EQUAL 3/4" -1 1/2"3/4" - 1 1/2" DOUBLE WASHED STONE 3'X3' LEACHING TRENCH DOUBLE WASHED STONE 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PIT SEE .TRENCH CROSS SECTION INVERTS LEVEL AT EL. 17.5 24" DIA. OPENING RIM ELEV. TO NOTE: USE ECCENTRIC CONE IF ADEQUATE MATCH EXISTING GRADES COVER EXISTS OVER SUMP TO ACCOMODATE. ADJUST TO GRADE CONE TO CONFORM TO ASTM C-478 WITH BRICK COURSES H-20 RATED F&C WITH 3/8 MORTAR JOINTS LeBARON LB268-3 H-20 BED FRAME IN FULL MANHOLE FRAME AND COVER 3/8" MIN. MORTAR BED. LABELED "DRAIN" TO GRADE. 8" S. - — - — - — - o a 4" SCH4oN PVC AT o o w 2% MIN. ----- o oW IN FROM U ITS 6}I w w 4'-O" 5" N N NQ 6" o . ' a' 8" SDR35 PVC OUT 0.6% MIN. 8" SDR35 PVC OUT- BUILD UP SIDES CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING ACME PRECAST, SHOREY PRECAST OR EQUAL PRECAST MANHOLE 48" DIA STEP SPECIFICATIONS: ASTM -C-478, PS -2, PF -SL FIBERGLASS RUNGS IMBED 3" MIN. TYPICAL SEWER MANHOLE DETAIL NOT TO SCALE WIDEN BERM TO 18" X 6" AT FINISH COURSE 18" BASINS (TYP.) MASS DPW PROP.H-20 F&G i TYPE II 2' X 2' GRATE LeBARON LF24B-2 OR EQ. D p d N BINDER COURSE COLLAR DETAIL BED FRAME IN FULL 12" X 12" NOT TO SCALE CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT 3000 PSI CLASS I MIN. -10" 3" MIN. PEASTONE AND MIRAFI 140NS FABRIC OVER STONE & DOWN SIDES OF PITS 6'-B` X 6'4 H-20 1000 GAL CATCH BASIN SHOREY OR EQUAL SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE \\A STRAIGHT EDGE. X STREETS, DRIVEWAYS AND WALKS GRAVEL BASE COURSE 12" PROCESSED COMPACTED APPROVED BACKFILL 12' MIN. SECTIONAL PLATE �BITUMINOUS PAVEMENT 2\� BASE. 1" TOP MDPW TYPE 1-1 FABRIC FINISHED GROUND SURFACE i ALL FILL TO 8E PLACED IN 6" LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY BY 10 TON MIN. VIBRATORY ROLLER. ENGINEER TO INSPECT ALL SITE WORK, CLEAN SAND FILL ONLY. TOWARD SITE EXCAVATION WD. POST LAWNS AND CROSS COUNTRY LOAM AND SEED EXCAVATION- EARTH OR ROCK ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SPALL BE DISPOSED OF AND REPLACED WITH APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. UNDISTURBED REPLACE ANY STANDARD DETAIL BELOW GRADE EXCAVATION SEWER TRENCH OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL NOT 0 SCALE IN 12" LIFTS, MAX. 26" EARTH TRENCH ROCK TRENCH MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" 33 1/4" 24 1 /4" "- 1 1/4" - FOURTH FLANGE AT BASINS WITHOUT CURB INLET A N 4 1/2" 4 1/2" NO IL: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. 1" = 11- 0" 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. CONTRACTOR TO VERIFY LOCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND 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 ASSUMED FROM QUADRANGLE MAP. 4. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM. CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. SEE INSPECTION SCHEDULE 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC AT 1/4"/FT PITCH UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. CONTRACTOR RESPONSIBLE FOR PUMPING EXISTING FAILED SYSTEMS FROM THE START OF CONSTRUCTION UNTIL THE NEW SYSTEM IS COMMISSIONED UNLESS OTHER ARRANGEMENTS ARE SPECIFICALLY MADE. 12. 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). 13. WHERE PLIOLL BEWATERTIGHTNESS. RESSURE TESTED TOA SURE CONSTRUCTEDOF CLASS 150 PRESSURERE PEAND SHA SECTION A—A MINIMUM FRAME WEIGHT: 3—FLANGE — 265 LBS. 4—FLANGE — 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 11— 011 BRISTLE BROOM 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 6"X6"-#10 WIRE FION S N S tE BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) CLEANOUT TO GRADE 4"OSCH40 �OOF DRAIN r TO COLLECTOR 2% MIN. / 6"0SCH40 COLLECTIONROOF DRAIN TO DRAINAGE 1% MIN. 6" LOAM & SEED ALL DISTURBED AREAS NOT \PAVED. ROOF DRAINS NOT TO SCALE 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE 1" TOPCOAT MASS DPW TYPE II 2" BINDER 0 W COMPACTED �� SELECTED MATERIAL OR GRAVEL BORROW U) w 6D..CAREFULLY _ Q r r F- Z) w N r o LL. LL CAREFULLY COMPACTED o_ SELECTED MATERIAL 'ao 0 00 ° �:°w w qoo.. .�`• 6" MIN. Ir— UNDISTURBED REPLACE ANY STANDARD DETAIL BELOW GRADE EXCAVATION SEWER TRENCH OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL NOT 0 SCALE IN 12" LIFTS, MAX. 26" EARTH TRENCH ROCK TRENCH MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" 33 1/4" 24 1 /4" "- 1 1/4" - FOURTH FLANGE AT BASINS WITHOUT CURB INLET A N 4 1/2" 4 1/2" NO IL: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. 1" = 11- 0" 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. CONTRACTOR TO VERIFY LOCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND 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 ASSUMED FROM QUADRANGLE MAP. 4. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM. CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. SEE INSPECTION SCHEDULE 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC AT 1/4"/FT PITCH UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. CONTRACTOR RESPONSIBLE FOR PUMPING EXISTING FAILED SYSTEMS FROM THE START OF CONSTRUCTION UNTIL THE NEW SYSTEM IS COMMISSIONED UNLESS OTHER ARRANGEMENTS ARE SPECIFICALLY MADE. 12. 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). 13. WHERE PLIOLL BEWATERTIGHTNESS. RESSURE TESTED TOA SURE CONSTRUCTEDOF CLASS 150 PRESSURERE PEAND SHA SECTION A—A MINIMUM FRAME WEIGHT: 3—FLANGE — 265 LBS. 4—FLANGE — 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 11— 011 BRISTLE BROOM 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) 6"X6"-#10 WIRE FION S N S tE BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED AREAS (TYP,) CLEANOUT TO GRADE 4"OSCH40 �OOF DRAIN r TO COLLECTOR 2% MIN. / 6"0SCH40 COLLECTIONROOF DRAIN TO DRAINAGE 1% MIN. 6" LOAM & SEED ALL DISTURBED AREAS NOT \PAVED. ROOF DRAINS NOT TO SCALE 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE 1" TOPCOAT MASS DPW TYPE II 2" BINDER EXTEND GRAVEL 6" MIN. / 12" PROCESSED GRAVEL PAST EDGE PAVE MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH 3' WIDTH TYP. 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F. WHERE SHO N SCORE SECTIONS AT 4.5'. EXPANSION JOINTS AT 18' O.C. PITCH 2% AWAY FROMBLDG. 8" COMPACTED GRAVEL NOT TO SCALE MASS DPW TYPE II MDPW M1.03.1 VIB. ROLLER COMPACTED OVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOT TO SCALE NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY J � zw grn ¢.4<0 p O s 0 W Ld J0 U) w O_ _ Q r r F- Z) w N r o LL. LL m O m Ir— w 3 1 00 1 W " F- � 00 00 L` Q NN >� Lo nnW`` W r\�nn M V 01000 3 w W O f V Q � ) Q z N I U) 0 U > V7 O ,C _ M Fw LJ �h LL CD J d N �n S U D U (n EXTEND GRAVEL 6" MIN. / 12" PROCESSED GRAVEL PAST EDGE PAVE MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH 3' WIDTH TYP. 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F. WHERE SHO N SCORE SECTIONS AT 4.5'. EXPANSION JOINTS AT 18' O.C. PITCH 2% AWAY FROMBLDG. 8" COMPACTED GRAVEL NOT TO SCALE MASS DPW TYPE II MDPW M1.03.1 VIB. ROLLER COMPACTED OVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOT TO SCALE NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY J � zw grn ¢.4<0 p O s W co N 0 W Ld J0 U) w O_ _ > r r F- Z) w N r o LL. LL m O m Ir— w 3 1 00 1 W F- � 3 0 3 w O U U Q = Q z p I U) 0 > O _ M Fw LJ �h LL CD J d N 0_ S U D U (n 0 W co N 0 W J0 U) w Lo _ > r r F- Z) w N LLLI=2Qz o LL. LL m LLJ m Ir— w 3 Zm C4 N IEET 6 OF 7 03-244 GEORGE T. ABBOTT TRS DB 10018 PG 90 —� ,rl,l/ 246.28, 1400°06'40 YY LAWN `1 MASONRY STEP (TYP.) 101. 77 ' LAWN N022f-6 w6' STCKAE BUILDING CEDAROFENOCE SA COLONIAL5 5c TRIPLEX r t LAWN 4C 6B BUILDING 4 3C 4A APE TRIPLEX , BUILDING 3 r 3A COLONIAL TRIPLEX ,qj o� LAWN 36 � � � `•, arr *���0 � dk LAWN BLUE PRINCESS HOLLY (TYP.) LAWN MAILBOXES---. { 26 a� li BUILDING 2 GABLE ENTRY I CAPE DUPLEX 03 V SDo 0) LAWN 2A LAWN BUILDING 1 GABLE ENTRY CAPE DUPLEX DUMPSTER EASTERN ENCLOSURE RED CEDAR a 1A +y: LA WN 4- WHITE PICKET FENC TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE DCE #03-244 (TYP.) + CO - 0 Owe G 07 �B •, r[u '900 tae 50773'30"W 130.03' PLANT SCHEDULE cQ 03N V 41. �� 0 1 R EDGE PAVE PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED -UNDISTURBED SUBGRADE SHRUB PLANTING NOT TO SCALE PLANT BOTANIC NAME PLANT QUANTITY SYMBOL COMMON NAME SIZE OF PLANTS 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS Acer rubrum October Glory down cape engineering, Inc. GROWN IN NURSERY. October Glory(R) Swamp Maple 3" CAL. 6 Betula nigra'Cully' Heritage River B'rch-clumP 2' 12 Cornus kousa Kousa Dogwood 3° CAL. 6 Pyrus calleryana'Cleveland Select' Cleveland Select Pear 2.5" CAL. 9 Prunus cerasifem Thundercloud' Thundercloud Plum -purple leaf 2.5" CAL. 6 Junlperus virglniana Eastern Red Cedar 7-8' 6 Rhododendron 'English Roseum' En Gsh Roseum Rhododendron -pink 24-30" 31 Ilex x meserveae Blue Princess Blue Princess Meserve Holl 3.4' 4 /ppl. Hydrangea macrophylla'Nikko Blue' S Nikko Blue Hydrangea -blue mo head #5 125 Pinus mugo'Pumilio' Dwarf Mu ho Pine #3 38 Prunus laurocerasus'Schipkaensis' Schi ka Che laurel 3-4' 10 J Prunus laurocerasus'Otto Luyken' Otto Lu ken Cherrylaurel 18-24" 6 Ilex glabra'Shammck' Shamrock Inkbe mom act 24-30" 49 Thuja occidentalis'Smaragd' 0 Emerald Green American Arborvitae 5' 27 Spiraea bumalda'Anthony Waterer' ® AnthonyWaterers irea #3 15 Miscanthus sinensis'Gracillimus' i • Malden Grass #3 42 Rosa KnockoutT #2 52 Knockouttm Rose�herry red Pennisetum alopecuroides'Hameln' Hameln Fountain Grass -dwarf #2 1 15 0 Lavandula'Hidcote Hidcote Lavender #1 25 © Leucanthemum'Snow Lady' Shasta Daisy #1 42 m Ligustrum ovalifolium California Privet 3A' 355 Hemerwallis'Happy Returns' Happy Returns Da III -re eat #1 218 Annual!Perennial Color 6' Wood Privacy Fence 4' White Picket Fence 0 0 LAWN � I ANTIQUE STYLE POST LIGHT (TYP.) NO3 28'35 "E 24.44' LA WN BUILDING 6 6C APE TRIPLEX 6813 '40'E_5' STOCKADE 11.9 6' CEDAR FENCE 7A BUILDING 7 COLONIAL 7C TRIPLEX 7B s LAWN LAWN - -wiligiggi - FrN• BUILDING 8 APE TRIPLEX' • •s,.8B LA WNr EM E ALD ARBORVITAE HEDGE KNOCKZUT ROSE (TYP.) •y*tf� � C t p IK fli:�iu"il� � t •••• •-• •c •913 1 - BUILDING`COLONIALt - , • GARAGE •• DUPLEX • by y-• ••• • 't+'• �- f 6' STOCKADE FENCE • 0• STOCKADE b;1 FOUNDSX X X - X - X X X X X XCEDA •� 0951'40 • , - . ,NCE x 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - OPTIMUM O NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO SUMMER STRESS MIXTURE (LOFTS SEED INC.) INSTALLATION. 90% REBEL II OR TRIBUTE TALL FESCUE Ct 10% NASSAU OR BARON KENTUCKY BLUEGRASS SEEDING RATE: 5 PER 1 000 S . FT. OR 200 PER ACRE. TE Q 2 ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED WRAPPED AND PLANTED IN CONFORMANCE # # i RAKING R DRILLING INTO THE SOLS AT A RATE OF 150 WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF 2) PERMANENT SEEDING TO BE APPLIED BY R 0 D # TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE. INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% 3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. 10-10-10 APPLIED AT A RATE OF 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135# PER 1,000 SQ. FT. PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. 4) MULCH TO CONSIST OF SMALL GRAIN STRAW OR SALT HAY ANCHORED WITH A WOOD AND FIBER MULCH BINDER OR AN APPROVED EQUAL. MULCH WILL BE SPREAD AT RATES OF 90 TO 115 LBS. PER 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR 1,000 SQ. FT. AND ANCHORED WITH A MULCH ANCHORING TOOL OR LIQUID MULCH BINDER AND SHALL BE WATERING SHALL BE PROVIDED TOI ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. PROVIDED ON ALL SEEDINGS. HYDROMULCH SHALL ONLY BE USED DURING OPTIMUM GROWING SEASONS. 5) ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED, INCLUDING ��t�or4fq THE STUMP, AND REPLACED BY A'' TREE OF SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE s DEVELOPER. a�o� DAANIEL y�N� 6) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN ALL LAWN AREAS OJALA N AND A MINIMUM OF 12" OF TOPSOIL IN ALL PLANTING AREAS. A FULL SOIL ANALYSIS SHALL BE A No 409 CONDUCTED I AMENDMENT AFTER CONSTRUCTION AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOIL Chat E 55+ RQ J 7) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE DATE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES. ALL PERMIT SET: NOT FOR CONSTRUCTION DISTURBED LAWN AREAS SHALL BE TOPSOILED, LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. LANDSCAPE PLAN 8) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. INSTALL TREE PLUMB 9) ALL SHRUB MASSES SHALL B� PLANTED IN CONTINUOUS MULCHED BEDS.TOP OF ROOTBALL SHALL BEAR SITE PLAN SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING INSTALL TREE PLUMB WINDRIFT VILLAGE TOP OF ROOTBALL SHALL BEAR ROOT FLARE SHALL BE EXPOSED; SAME RELATIONSHIP TO FINISHED MULCH SHOULD NOT BE WITHIN GRADE AS TO PREVIOUS EXISTING 4" OF TREE TRUNK GRADE #29 BAXTER AVE./#115 ROUTE 28 PLACE BALL ON SUBSOIL. REMOVE AND ROOT FLARE SHALL BE EXPOSED; DISCARD BURLAP EXCEPT UNDER BALL. IN MULCH SHOULD NOT BE WITHIN REINFORCED RUBBER REMOVE ALL SYNTHETIC SOIL WRAPPING Y/ 4" OF TREE TRUNK HOSE(1/2" DIA. MATERIALS (TREATED BURLAP, NYLON NEST YARMOUTH MA PLACE BALL ON SUBSOIL. REMOVE AND rn BLACK) TWINE, WIRE BASKETS, ETC.) AND DISCARD f w DOUBLE #10 GALVANIZED REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL. WIRE GUYS AND EXCAVATE SUBSOIL AS REQUIRED HOSE(1/2" DIA. REMOVE ALL SYNTHETIC SOIL WRAPPING > TURNBUCKLES. GUYS TO PLACE ROOTBALL TO PROPER BLACK) MATERIALS (TREATED BURLAP, NYLON TO BE REMOVED AFTER ELEVATION. PLACE ROOTBALL PREPARED FOR DOUBLE #10 GALVANIZED= ONE YEAR. WIRE GUYS AND TWINE, WIRE BASKETS, ETC.) AND DISCARD w DIRECTLY ON SUBSOIL ARDAN BUILDING SERVICES TURNBUCKLES. GUYS TO BE EXCAVATE SUBSOIL AS REQUIRED = SURVEYOR'S - EXCAVATE HOLE TO DIAMETER w RIBBON REMOVED AFTER ONE YEAR. TO PLACE ROOTBALL TO PROPER WHITE _ 3X WIDER THAN ROOTBALL. SURVEYOR'S ELEVATION. PLACE ROOTBALL ( ) BACKFILL HOLE WITH PLANTING SCALE: 1 = 30 DATE: JANUARY 7, 2007 (R(IBBON DIRECTLY ON SUBSOIL SOIL MIX AS SPECIFIED REVISED: FEBRUARY 22, 2007 5�-OYDA�ETER EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. 3" BARK MULCH, AS SPECIFIED REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC j BACKFILL HOLE WITH PLANTING _T I UNDISTURBED SUBGRADE REVISED: JUNE 19, 2007 UNIT NUMBERS SOIL MIX AS SPECIFIED 1 i • - _ 2" x 2" x 3' HARDWOOD STAKES. 3" BARK MULCH, AS SPECIFIED 6" '�— I,�rLb SII-- 3 TREE HEIGHT. SHEET 7 OF 7 - - UNDISTURBED SUBGRADE 2" 3' HARDWOOD STAKES EQ. EQ. EQ. off 508-362-4541 NOTES:I— 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT I 6 3 TREE HEIGHT. — _ — — fax 508 362-9880 COLLAR OF PLANT. __ EQ. EQ. EQ. EVERGREEN TREE PLANTING 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS down cape engineering, Inc. GROWN IN NURSERY. r FOR 8 AND ABOVE HEIGHT CIVIL ENGINEERS DECIDUOUS TREE PLANTING NOT TO SCALE LAND SURVEYORS FOR 3" CAL. AND ABOVE 20 0 20 40 60 Feet 939 Main Street — YARMOUTHPORT, MASS. NOT TO SCALE 03-244 HOUSING.DWG (DAO) LAWN LAWN Z v vtjl D I GEORGE T ABBOTT TRS. DB 10018 PG 90 P,100006'40 ­W ,1000640"W 246.28' LAWN y1 MASONRY STEP (TYP.) 101.77' LAWN ND2 227 4b CEDAR FKADDE BUILDING 5 5C SA COLONIAL TRIPLEX LAWN BUILDING 4 4C 5B 3C 4A APE TBRIPLEX , BUILDING 3 3A COLONIAL TRIPLEX 313 �a **d► dIlk LAWN BLUE PRINCESS HOLLY (TYP.) LAWN MAILBOXES--.,,,. IPSTER OSURE EASTERN ENC 213 RED CEDAR (TYP.) BUILDING 2 Q GABLE ENTRY CAPE DUPLEX _ 2A LAWN E, BUILDING 1 GABLE ENTRY CAPE DUPLEX rtz mmF"_m1 LAWN TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE � DICE #03-244 *$iwv ; 1 EDGE PAVE S07'13'30"W 130.03' PLANT SCHEDULE PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED —UNDISTURBED SUBGRADE EQ.�— SHRUB PLANTING NOT TO SCALE NO3 28'35'E 24.44Ml 3540'E 119,6 6' STOCKADE LAWN1¢' CEDAR FENCE 70 BUILDING 6 6C 6A APE TRIPLEX 7A BUILDING 7 00 66 O ;"' COLONIAL 7C TRIPLEX 713 CYC * e LAWN LAWN LAWN LAWN LAWN LAWN � I ANTIQUE STYLE POST LIGHT (TYP.) N152120 8A BUILDING 8 APE TRIPLEX 8C 8B 20p 47' MAIDEN GRxSSS (TYP.)� / a LAWN e HA Y RETURN DAYLILY e EME ALD ARBORVITAE HEDGE a 0 / KNOCKgUT ROSE (TYP.) e C. KOUSA DOGWOOD a BLUE I U I I � I �{ HYDRANGE�(TYP.) i/ I SHASTA DAISY (TYP.) HIDCOTE LAVENDER (TYP.) LAWN PURPLE LEAF PLUM (TYP.) ANTHONY WATERER SPIREA (TYP.) HERITAGE CLUMP BIRCH (TYP.) / OCTOBER GLORY RED MAPLE (TYP.) CLEVELAND SELECT PEAR (TYP.) * u ANNUAL/PERENNIAL COLOR TYP.) / p > J 4' WHTE PICKET FENCE SIGN f LAWN LAWN I ®®* I {3 �1* °►,M LAWN I LAWN 0 O PRIVET HEDGE (TYP.) +wx ® 0 I NIKKO BLUE HYDRANGEA (TYP.) +1 12B PINK RHODODENDRON (TYP.) 12A 11B 11A 106 10A 913 a BUILDING 12I LAWN elf DWARF MUGO PINE (TYP.) COLONIAL DUPLEX BUILDING 11 BUILDING 10W/ GARi 9A a rl MASONRY STEP (TYP.) CAPE DUPLEX BUILDING 9 */_����„/// W/ GARAGE l AGE CAPE DUPLEX I aCOLONIAL ° t zDUPLEX RIF I CPO 'w"{'-w"{`'w�''w�''a�{''aS{'-a-f{-...li'.x'�"�d�a�{"a{`a�-'�`t�'.'a�''.[�-�"�.a>':''.a�`.�-'w�''a{''��'A'�'.t{`'.tF`Y.aF`'.a�''.x{-�.c�-.i�`°�`'.s'.'a�:�-'aT`'.iE`�'�`.r�`��:'a��a'�-•da�`'.f�'.x.-'.i{�-a�w'�`�`a"�A�A�` -.�'':i�.'a'{`°.�`'.t�-'.d��'.a�'r�'k�`'�'.�'.�ai,'�a+"{'r�"'. a I,�F 23 24 W 22597 6' STOCKADE FENCE PINK RHODODEND N (TYP.) C. B. S06175,10 " . 61.51' 6' STOCKADE 51175'10"W X X X X X X X CEDAR FENCE — FOUND X 109 51 '40 "WX X X 129. �5' 6' STOCKA E 6'-4' STOCKADE X — —_ X X -I--- FENCE FENCE r I PLANT BOTANIC NAME PLANT QUANTITY SYMBOL COMMON NAME SIZE N Acer rubrum October Glory "" nl a October Glory(R) Swamp Maple x 6 Betula nigra 'Cully' 1 EDGE PAVE S07'13'30"W 130.03' PLANT SCHEDULE PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED —UNDISTURBED SUBGRADE EQ.�— SHRUB PLANTING NOT TO SCALE NO3 28'35'E 24.44Ml 3540'E 119,6 6' STOCKADE LAWN1¢' CEDAR FENCE 70 BUILDING 6 6C 6A APE TRIPLEX 7A BUILDING 7 00 66 O ;"' COLONIAL 7C TRIPLEX 713 CYC * e LAWN LAWN LAWN LAWN LAWN LAWN � I ANTIQUE STYLE POST LIGHT (TYP.) N152120 8A BUILDING 8 APE TRIPLEX 8C 8B 20p 47' MAIDEN GRxSSS (TYP.)� / a LAWN e HA Y RETURN DAYLILY e EME ALD ARBORVITAE HEDGE a 0 / KNOCKgUT ROSE (TYP.) e C. KOUSA DOGWOOD a BLUE I U I I � I �{ HYDRANGE�(TYP.) i/ I SHASTA DAISY (TYP.) HIDCOTE LAVENDER (TYP.) LAWN PURPLE LEAF PLUM (TYP.) ANTHONY WATERER SPIREA (TYP.) HERITAGE CLUMP BIRCH (TYP.) / OCTOBER GLORY RED MAPLE (TYP.) CLEVELAND SELECT PEAR (TYP.) * u ANNUAL/PERENNIAL COLOR TYP.) / p > J 4' WHTE PICKET FENCE SIGN f LAWN LAWN I ®®* I {3 �1* °►,M LAWN I LAWN 0 O PRIVET HEDGE (TYP.) +wx ® 0 I NIKKO BLUE HYDRANGEA (TYP.) +1 12B PINK RHODODENDRON (TYP.) 12A 11B 11A 106 10A 913 a BUILDING 12I LAWN elf DWARF MUGO PINE (TYP.) COLONIAL DUPLEX BUILDING 11 BUILDING 10W/ GARi 9A a rl MASONRY STEP (TYP.) CAPE DUPLEX BUILDING 9 */_����„/// W/ GARAGE l AGE CAPE DUPLEX I aCOLONIAL ° t zDUPLEX RIF I CPO 'w"{'-w"{`'w�''w�''a�{''aS{'-a-f{-...li'.x'�"�d�a�{"a{`a�-'�`t�'.'a�''.[�-�"�.a>':''.a�`.�-'w�''a{''��'A'�'.t{`'.tF`Y.aF`'.a�''.x{-�.c�-.i�`°�`'.s'.'a�:�-'aT`'.iE`�'�`.r�`��:'a��a'�-•da�`'.f�'.x.-'.i{�-a�w'�`�`a"�A�A�` -.�'':i�.'a'{`°.�`'.t�-'.d��'.a�'r�'k�`'�'.�'.�ai,'�a+"{'r�"'. a I,�F 23 24 W 22597 6' STOCKADE FENCE PINK RHODODEND N (TYP.) C. B. S06175,10 " . 61.51' 6' STOCKADE 51175'10"W X X X X X X X CEDAR FENCE — FOUND X 109 51 '40 "WX X X 129. �5' 6' STOCKA E 6'-4' STOCKADE X — —_ X X -I--- FENCE FENCE r I PLANT BOTANIC NAME PLANT QUANTITY SYMBOL COMMON NAME SIZE OF PLANTS Acer rubrum October Glory October Glory(R) Swamp Maple 3' CAL. 6 Betula nigra 'Cully' Heritage River Birch -dump 10.12' 12 Comus kousa Kousa Dogwood 3" CAL. 6 „ Pyrus calleryana'Cleveland Seled' Cleveland Select Pear 2.5" CAL. 9 Prunus cerasifera'Thundercloud' Thundercloud Plum -purple leaf 2.5" CAL. 6 Junlponusvi a Eastern Red Cedar 7.8' 6 Rhododendron 'English Roseum' En lish Roseum Rhododendron ink 24-30" 31 Ilex x meserveae Blue Princess Blue Princess Mosel Holly 4 Hydrangea macrophylla'Nikko Blue' Nikko Blue Hydrangea -blue mo head #5 125 Pinus mugo'Pumillo' ' Dwarf Mu ho Pine #3 38 d"r} Prunus laurocerasus'Schipkaensis' 4G$ Schipke Che laurel 34 10 Prunus laurocerasus'Otto Luyken' Otto Lu en C errylaurel 18-24" 6 yy� Ilex glabra'Shamrock' '1y47 Shamrock Inkber corn act 24-30" 49 Thuja occidentalis'Smaragd' ° © Emerald Green American Arborvitae 5' 27 Spiraea bumalda'Anthony Waterer ® AnthonyWaterers lrea #3 15 Miscanthus sinensis'Gracillimus' Maiden Grass #3 42 Rosa KnockoutT #2 52 `g Knockouttm Rose ­cherry red Pennisetum alopecuroides'Hameln' F Hameln Fountain Grass -dwarf #2 15 Lavandula'Hidcote' Hidoote Lavender #1 25 0 Leucanthemum'Snow Lady' Shasta Dais #1 42 rc Ligustrum ovalifolium California Privet 3-4' 355 .0 Hemerocallis'Happy Returns' Happy Returns Da lil -re eat 1 #1 218 ® Annual/Perennial Color GENERAL PLANTING NOTES GENERAL SEEDING NOTES X X 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL — OPTIMUM NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE SUMMER STRESS MIXTURE (LOFTS SEED INC.Ct LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO 90% REBEL II OR TRIBUTE TALL FESCUE ) INSTALLATION. 10% NASSAU OR BARON KENTUCKY BLUEGRASS 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE SEEDING RATE: 5# PER 1,000 SQ. FT. OR 200# PER ACRE. WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF 2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150# TWO—THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. TRUNKS OF MULTI—STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE. INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% 3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE—THIRD OF THE ROOT BALL. 10-10-10 APPLIED AT A RATE OF 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135# PER 1,000 SQ. FT. PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. 4) MULCH TO CONSIST OF SMALL GRAIN STRAW OR SALT HAY ANCHORED WITH A WOOD AND FIBER MULCH BINDER OR AN APPROVED EQUAL. MULCH WILL BE SPREAD AT RATES OF 90 TO 115 LBS. PER 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR 1,000 SQ. FT. AND ANCHORED WITH A MULCH ANCHORING TOOL OR LIQUID MULCH BINDER AND SHALL BE WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. PROVIDED ON ALL SEEDINGS. HYDROMULCH SHALL ONLY BE USED DURING OPTIMUM GROWING SEASONS. 5) ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A TREE OF SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE DEVELOPER. 6) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN ALL LAWN AREAS AND A MINIMUM OF 12" OF TOPSOIL IN ALL PLANTING AREAS. A FULL SOIL ANALYSIS SHALL BE CONDUCTED AFTER CONSTRUCTION AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOIL AMENDMENT REQUIRED. 7) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES. ALL DISTURBED LAWN AREAS SHALL BE TOPSOILED, LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. 8) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. 9) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS. INSTALL TREE PLUMB TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN REINFORCED RUBBER JI� 4" OF TREE TRUNK HOSE(1/2" DIA. PLACE BALL ON SUBSOIL. REMOVE AND n BLACK w DOUG #10 GALVANIZED REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL. WIRE GUYS AND HOSE(1/2" DIA. REMOVE ALL SYNTHETIC SOIL WRAPPING > TURNBUCKLES. GUYS BLACK) MATERIALS (TREATED BURLAP, NYLON = TO BE REMOVED AFTER DOUBLE #10 GALVANIZED TWINE, WIRE BASKETS, ETC.) AND DISCARD 2 ONE YEAR. WIRE GUYS AND 4i TURNBUCKLES. GUYS TO BE EXCAVATE SUBSOIL AS REQUIRED = SURVEYOR'S --- 6' Wood Privacy Fence Lu RIBBON --- 4' White Picket Fence REMOVED AFTER ONE YEAR. TO PLACE ROOTBALL TO PROPER Lj ELEVATION. PLACE ROOTBALL (WHITE) SURVEYOR'S DIRECTLY ON SUBSOIL RIBBON ((WHITE) EXCAVATE HOLE TO DIAMETER 5'-0' DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING = SOIL MIX AS SPECIFIED 'I 3" BARK MULCH, AS SPECIFIED 6"~ UNDISTURBED SUBGRADE NOTES: = ~ 2' x 2" x 3' HARDWOOD STAKES. EQ. 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT — I— — _ _ 6 3 TREE HEIGHT. COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS EQ. EQ. EQ. GROWN IN NURSERY. DECIDUOUS TREE PLANTING FOR 3" CAL. AND ABOVE NOT TO SCALE 6/10114-) DATE PERMIT SET: NOT FOR CONSTRUCTION INSTALL TREE PLUMB LANDSCAPE ELAN TOP OF SHALL BEAR SITE PLAN SAME RELATIONSHIP P TO FINISHED GRADE AS TO PREVIOUS EXISTING ROOT FLARE SHALL BE EXPOSED; W I N D R I F T V I L L A G E MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK #29 BAXTER AVE./#115 ROUTE 28 PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. IN REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON WEST YARMOUTH MA TWINE, WIRE BASKETS, ETC.) AND DISCARD 7 EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL PREPARED FOR DIRECTLY ON SUBSOIL ARDAN BUILDING SERVICES EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SCALE: 1 " = 30' DATE: JANUARY 7, 2007 SOIL MIX AS SPECIFIED REVISED: FEBRUARY 22, 2007 3" BARK MULCH, AS SPECIFIED REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC UNDISTURBED SUBGRADE REVISED: JUNE 19, 2007 UNIT NUMBERS TPL� Y x 2' x S HARDWOOD STAKES. 3 TREE HEIGHT. SHEET 7 OF 7 EQ. — EQ. off 508-362-4541 fax 508 362-9880 EVERGREEN TREE PLANTING down cape engineering, Inc. FOR 8' AND ABOVE HEIGHT CIVIL ENGINEERS NOT TO SCALE LAND SURVEYORS 20 o zo 40 60 feet 939 Main Street — YARMOUTHPORT, MASS. 03-244 HOUSING.DWG (DAO) f 1 —X I C.B. x FOUND ,'REGORY M. CAUL£Y )B 2940 PG 1 TOWN OF YARMOUTH uut pw—z� GEORGE T ABBOTT 7RS ° NI' DB 10018 PG 90 G 24.404' G G N0006#0W 246.28' — — — — — — — BUILDING 6 APE TRIPLE 6C W 6A m w —.-- --- ---- 101.77' W 7,46ow /. BUILDING 5 Np22 '4 ' W COLONIAL 5C 5A TRIPLEX 515 x x BUILDING 4 4C ^ I' APE TRIPLE i BUILDING 3 3C 4A 48 COLONIALOOL PO L e 4 3A TRIPLEX LAS LA N 3B BEP. t X g[P4 " of �--------- 2B BUILDING 2 LAWN GABLE ENTRY CAPE DUPLEX S0773'30"W 130.03' C. B. 5067324"W I 225.97 GAR. � o • --- I FOUND � X x X — TO BE I REMOVE , E%1/11«--- 0 i BUILDING 1 GABLE ENTRY Z CAPE DUPLEX °v0 I 1B m� m EXIS77N c I HOUSE i #29 BAXT 1A �I BENCHMARK: TAG BOLT /46 Sri ON HYDRANT EL 24.50— m JOHN EMIL HALUNEN (EST OF) C/O MRS CHARLES ANDERSON DS 326 PG 392 ri I HARRIET E. LAPLANTE I C/O PIERRE JOSEPH DB 12808 PG 47 I I I I EENCHMUtK: TOP OF YR6 ELEV. 20.32 D A venue Baxter 33' WIDE 1927 TOWN L.O. / / N1335'40 E' 119.67' _G G r BUILDING 7 �_ — _-_— 200.47' / TRIPLEX 70 —_ L — BUILDING 8�— — TCB 8A APE TRIPLEX Tce FLAc W FLAG LAWN Bvwglz . • ■ • BUILDING 12 12A ;O LONIAL DUPLEX Bi W/ AT GARAGE11, ...._W X X X—X JAMES HURLEY DB 2895 PG 172 • • e aN 1 em. ' • • of $ I ' ! BVW#1, " u! SILT BARRIER (TIP.) l TRAG / �y •Bvwplo f E 1 11A BUILDING 10 BUILDING 9 1 9A X I •I" .E APE DUPLE COLONIAL I W— DUPLEX W1 TCB FLAG 61.51' X BVI xS1175'10'"W 129. I TO TCS w, — S095140"W X XX l/Vl l� X X X , m 1 O=I Q BVW117 I y „1 ; FUG ll TBvN#6 4 1 . 1 BVI FOUND 1 ® 1 RESOURCE AREA BVD` 1 DELINEATION BY HAMLYN CONSULTING TCB 1VI LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN 2 a WEST SANDY PON 6Gc� m 1 m f - 2 mQ Ql? LOCUS pqo og ee' PROVIDED: 0 117,181 S.F. m 141.41() ROG TR 28 86' (BAXTERAVE.) MIN. FRONT SETBACK 30' 29.7' MIN. SIDE SETBACK 25' LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN F.E.M.A. ZONE C & #29 BAXTER AVENUE, W.YARMOUTH, MA 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 & #29 BAXTER AVENUE, W.YARMOUTH, MA ZONING SUMMARY ZONING DISTRICT: B2 REQUIRED: PROVIDED: MIN. LOT SIZE 20,000 S.F. 117,181 S.F. MIN. LOT FRONTAGE 125 141.41() 86' (BAXTERAVE.) MIN. FRONT SETBACK 30' 29.7' MIN. SIDE SETBACK 25' 5.9' MIN. REAR SETBACK 20' N/A MAX. BUILDING COVERAGE 25% 20.2% ONLY NORTHWEST CORNER IN AQUIFER PROTECTION DISTRICT EXISTING USE: MOTEL PROPOSED USE: RESIDENTIAL COMMUNITY— A2 USE PARKING CALCULATIONS: REQUIRED PARKING SPACES: 30 UNITS (2 SPACES/UNIT) = 60 SPACES REQUIRED 63 SPACES PROVIDED (3 OF WHICH ARE HP, 3 OTHERS ARE HP READY) LAYOUT SITE PLAN WINDRI1= T VILLAGE #29 BAXTER AVE./#115 ROUTE 28 IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES SCALE: 1" = 30' DATE: JANUARY 7, 2007 REVISED: FEBRUARY 22, 2007 REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC REVISED: JUNE 19, 2007 UNIT NUMBERS SHEET 2 OF 7 30 0 30 60 90 Feet off 508-362-4541 fax 508 362-9880 � tt1 OF A(4S. XH OF MIT . DANIEL A yG� �o`'� DANIEL �m crani N orate N down cope engineering, in c. a No. 46502 , No. 40980 � Cl VIL ENGINEERS OFSS IST ONAL QUO 'N SSR e� LAND SURVEYORS DATE DANIEL A. OJALA P.L.S., P. 939 Main Street — YARMOUTHPORT, MASS. PERMIT SET: NOT FOR CONSTRUCTION 03-244 HOUSING.DWG (DAO) —X—C: X fol.77' FOUND _ NO2 22_6"W GREGORY M. CAULEY MAP 37 PARCEL 78 & BUILDING 3 3C OB 2940 PG 1 LOCUS IS IN F.E.M.A. COLONIAL ADDRESS: #115 Rt. 28, W.YARMOUTH, MA & #29 BAXTER AVENUE, W.YARMOUTH, MA 3A TRIPLEX U WEST SANDY PON ZONING DISTRICT: B2 REQUIRED: 3B ��O 117,181 S.F. MIN. LOT FRONTAGE 125' m �Q LOCUS 0 ;a MIN. FRONT SETBACK 30' 29.7' MIN. SIDE SETBACK 25' w MIN. REAR SETBACK 20' N/A MAX. BUILDING COVERAGE 25% 20.2% ONLY NORTHWEST CORNER IN AQUIFER PROTECTION DISTRICT 0' n ppb PROPOSED USE: RESIDENTIAL COMMUNITY— A2 USE PARKING CALCULATIONS: o 213 # BUILDING 2 GABLE ENTRYI CAPE DUPLEX GAR. I To BE EV0 TOWN OF YARMOUTH 2A cT i BUILDING 1 GABLE ENTRY Z CAPE DUPLEX 00 N l 1B rn rn � EXISRN HOUSE l I129 BAXT. 1A BENCHMARK: TAG BOLT 046 ON HYDRANT EL 24.80 DCE #03-244 GEORGE T. ABBOTT IRS DB 10018 PG 90 4A S0773 3 BUILDING 4 4C APE TRIPLE 4B — N00'06'40_'W 246.28 m LA AIN JOHN EMIL HALUNEN (EST. OF) C/0 MRS. CHARLES ANDERSON DB 326 PG 392 171 BUILDING 5 COLONIAL 5C 5A TRIPLEX I-- 5B X-- x — m N0328'35 E — G 24.4C4' G G BUILDING 6 APE TRIPLE 6C ER C. B. S062324"W I 225.97 IFOUND � X X X I HARRIET E. LAPLANTE I C/0 PIERRE JOSEPH OB 12808 PG 47 I I I BENCHMARK: TOP OF IRB ELEV. 20.32 9 B xa . r A venue 33' W/DE 1927 TOWN L.O. N733540E • BUILDING 12 12A ,OLONIAL DUPLEX W GARAGE • BUILDING 7 200.47' / COLONIAL — -_ TRIPLEX 7C BUILDING B %x TCB 8A APE TRIPLEX / Q 90 TC" FLAG _ —_ W W TCB W FUG LAWN � p / N O/ O ' BVWfl12 X X X X JAMES HURLEY DB 2695 PG 172 1 0 o h I U Bicy yyy+�� /l • eEm. • • • • I pam/ o t` . l ' ! BVW fl„ # l m! SILT BARRIER (TYP.) I # o lI Q TFLAG / •BVWfl10 I X f(J , I 11A �, BUILDING 10 BUILDING 9 ' 1 9A x f Ifl9 APE DUPLEX COLONIAL I W - DUPLEX W 1 TCB 11 FLAG X � 1 evwflB 61.51' X 57175'10"W 129. 5' To ice XS095140"W X X X I 11 X X'�' X X I m BflT• 1 O _ I TFLAG I �ti N J 1BVWfl6 Icy tb +, I 'BVWfl4 1� 1 I evw fl3 ` I M.H.B. FOUND 1 I � t ® 1 RESOURCE AREA BVW#2j 1 DEIJNEATION BY HAMLYN CONSULTING TCB 1 FUG eVWfl1 1 1 611-110-1 DATE LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN F.E.M.A. o� 2 n ADDRESS: #115 Rt. 28, W.YARMOUTH, MA & #29 BAXTER AVENUE, W.YARMOUTH, MA V U WEST SANDY PON ZONING DISTRICT: B2 REQUIRED: Z ��O 117,181 S.F. MIN. LOT FRONTAGE 125' m �Q LOCUS R O qo oL MIN. FRONT SETBACK 30' 29.7' MIN. SIDE SETBACK 25' 5.9' MIN. REAR SETBACK 20' N/A MAX. BUILDING COVERAGE 25% 20.2% ONLY NORTHWEST CORNER IN AQUIFER PROTECTION DISTRICT 0' n ppb PROPOSED USE: RESIDENTIAL COMMUNITY— A2 USE PARKING CALCULATIONS: LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN F.E.M.A. ZONE C ADDRESS: #115 Rt. 28, W.YARMOUTH, MA 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 & #29 BAXTER AVENUE, W.YARMOUTH, MA ZONING SUMMARY ZONING DISTRICT: B2 REQUIRED: PROVIDED: MIN. LOT SIZE 20,000 S.F. 117,181 S.F. MIN. LOT FRONTAGE 125' 141.41 (RTE. 28) 107.86' (BAXTER AVE.) MIN. FRONT SETBACK 30' 29.7' MIN. SIDE SETBACK 25' 5.9' MIN. REAR SETBACK 20' N/A MAX. BUILDING COVERAGE 25% 20.2% ONLY NORTHWEST CORNER IN AQUIFER PROTECTION DISTRICT EXISTING USE: MOTEL PROPOSED USE: RESIDENTIAL COMMUNITY— A2 USE PARKING CALCULATIONS: REQUIRED PARKING SPACES: 30 UNITS (2 SPACES/UNIT) = 60 SPACES REQUIRED 63 SPACES PROVIDED (3 OF WHICH ARE HP, 3 OTHERS ARE HP READY) LAYOUT SITE PLAN WINDRIFT VILLAGE #29 BAXTER AVE./#115 ROUTE 28 IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES SCALE: 1" = 30' DATE: JANUARY 7, 2007 REVISED: FEBRUARY 22, 2007 REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC REVISED: JUNE 19, 2007 UNIT NUMBERS SHEET 2 OF 7 30 0 30 60 90 Feet off 508-362-4541 fox 508 362-9880 SH OF Af48 �tN OF MASS DANIELAGm o�'� DANIEL caw OJALA a A. down cope en gln eerin q, Inc. CML H OJALA No. 46502 , No.40980� Cl VlL ENGINEERS P E � ,FSS�pNAL EaG qNF SSR E� LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DANIEL A. OJALA P.L.S., P. . PERMIT SET: NOT FOR CONSTRUCTION 03-244 HOUSING.DWG (DAO) 1 t / INSTALL 2" RECYCLE / - - - - - - - \ / / FUTURE SEWER CONNECTION COMMON LINE FOR FUTURE / / I AIF REQUIRED. /L // / STUB. 8' SEWER LINE FOR FUTURE / TANK SIZED FOR , a� / \ / / CIRCUIT AST 9.0 UNIT. / y / ® SEWER CONNECTION. BLOCK ELECTRIC AT MANHOLE, CAP AT STREE PANEL / (3) /SCH. 40 / TOa,_�O�F ( (ELECTRIC//^� PONDUIT$� *�%o'4ae ALJ tic, GEORGE T. ABBOTT TRS _ N0378' E / 8"CAPPED / DB 10018 PG 90 _ - N1335' $/ �� / INV.=15.29 44, D _ - 40 E 179.67' _ e'c't °�� / _ i�%---- /V� c cc -.\//� .t-�G / `fid/ 4�� \y 0'06'40" 2 PROPOSED "1d0 / _ _ G \ BUILDING 6 IRRIGATION / -r M li \ APE TRIPLE WELL�2�-U N7571zOE N / _ M ' \ 7A BUILDING 7 N / / I MASONRY _ FF=24.5 sC"\ ® COLONIAL 047' / STEPS (TYP.) _ - - - T M ��I f \ 6A 6B TRIPLEX \ INv. 2oA _ - INv. zao FF=24.5 BUILDING 8 1 / T 90 / / FLA / 101.77 / ' T MTM 5B 5C \ 1 Nv. 2o.a - =�� wv�2oo \ 1J / / i FL/ / 7B � -I� 8A PE TRIPLEX v / a I FF=24.5 • X000 Q 1 I 5A BUILDING 5 o M,W 1 3 't- - -P4 rra-2o_o \ FOUN, NO2" / CK� M! 1 1 c / I COLONIAL \�p'c� a` 3 S \ INJ.zo.o $g 8C y GAL S /1 D I /,/ // TRIPLIX 9 FF=25.5 W. 26.0 \ G \ S - - - 3 - / f 4C / `r INJ.2o.5 BUILDING I N,,. 20.0 INV. 20.0 _ - - W / / 3C 4A CAPE IKInL FF=26.5 GREGORY M. CAULEY 36 iB ::::::: - - 3 - - _ �' •^ / o !1 , / NJ. 26A w DB 2940 PG 1 / ( r�'3ZIA -i BUILDING 3 o h/ sv.2a.a /� �' ' MFOID......_......• �� �II W W t'oN. u - 3 3 S p m'I R I COLONIAL W. za �J. 33 ::. 7`.=e0 .�..:.,-.; ::::::?,-:::-:.�:::::::::::: I 1 - W� rSy / LEX NJ. '10.0 3 S ' rw...?is `.... .....:.wr:•!:Tji{: • • L ` - - \ O / TRIPLEX - _ I I / $ AT 0. :::::.^iQ?' : 1 F&G'S 21. • ^' M DROP INLET W, ry z .. s::: ii `i: ..:.......................................... / ..:: xiiii:idi?i:ciiii?.... .._. ... ilii:iii�il?i:i5ii::iPi?iiiiiF:: iii?iiiiii:..... :� i ? F ' \� _ MANHq.E 17.1 3 d / / / - FF -27.0 I � � ....,...:�:,..� - - _ - • - .........�� .-.--.fes:..: _�� �-• W. zo. INv. aA '� �9,817 SF SAS AREA:i:::;:i':;::'> IRT/. 16.8 � / !- � / 1 _»;iiiat1::`::;J�"✓:....-�-,:....:....-.,.,-,...-....-.•-,.-�::':. INV.'S 16.6 �, I ?qy y • v • V �'� � \ _ - @LV.'S 16,$ ,4 / a< w / / I / j .....2 BdNO �'rC.. .IRE.�.{✓N��Fi::?.:r':::r: :: ...:�:...........::::�::: -: E � I � / f ( 7"' LIGHT POLE I ;::: :,........:. .......:... �c -/ / o F&G 20.1 1 COMMON • ...:� -� _MH4 - - - I I RES VE ARE CIRCUIT °i - - MH5 r i INV.'S 17.p slLr eARR1ER (TYP.) ■ TIC .:::: _.:-;:.::w;:^:; i...::: .; ... ».:. :. .: .................. _ - co 98 SF SEP......._:::::::::::::::.-::::::::::..�::::::::::::::.... [221 TYP. \ / 1 FL cl .................................................................... . ....... ....... - 5....t.... ... . • - q ilw4ii :iy:::�;::W::......;,r:?` "•-.'.: '. i:-:•.::^.^d`'T:....):::::.:�::: ::::::::: .-{ E E I ( I I ��/,.,i.,n �.,rHnaH INv. to / Cl11J CRFTF ti m • ............................_...-...._........_........................................:'r:.'�:::::.::::::: :�::::.:�:::::: 1-- T I i � ff 1 _ / \ _ / 1 / 1 ByW#tO M/. ZO / W. 20.50 10! I 11 I 10B 10A BUIAPE DUPLE -LA I !1 1 1 1 p^�j 1/ �B%p9 IBUILDING 9 COLONIAL • FF -24.5 \QUPLEX =24.0 / 1 %N 1 1h�e I r I 441i�f II' 61.51'G / ! X X S1175'70"W 129. -1 / I \ XS095140"W X X tv X X -�� X BVWJ7\} \j Ice / GA I I y \ \ 1 I ay Z c BVWy41 M.H.B.IBVWy3 FOUND 1 \ MAP 37 PARCEL 78 FOUND I x III LOCUS IS IN II \I I II V� I _ _ _-__..-._-___-. , RESOURCE AREA I BVW/211 / r1 TOWN OF YARMOUTH 2A \ I / 0 BY I 1 \ ROLT� 2 B DELINEATION ! CONSULTINGSA / I / I 1 JAMES HURLEY c / PROPOSED PICKET FENCE JOHN EMIL HACUNEN (EST OF) OB 2895 PG 172 g PROPOSED SEWER LINE C/O MRS CHARLES ANDERSON HARRIET E. LE I G PROPOSED GAS LINE DB 326 PG 392 JOSEPH C/O PIERRE JOSEPH Ise � I \ W 20.0)` EXISTING CONTOUR -[22]- DB 12808 PG 47 G BUILDING 1 GABLE ENTRY PRECAST LEACHING PIT I 1 o \.Zr= - WITH 4' STONE= 6'X14' II I CAPE DUPLEX m I I WITH 3'X3' LEACHING TRENCH F&G 21.9 CATCH BASIN & 12" HDPE PIPE FF=26.5 F&G = FRAME & GRATE RIM EL. � INV. = PIPE INVERT ELEVATION mINS 1B (2' BELOW TOP OF STRUCTURE) [22.41 PROPOSED SPOT GRADE rn itMv.H u.�d • / \ PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) ff 1 _ / \ _ / 1 / 1 ByW#tO M/. ZO / W. 20.50 10! I 11 I 10B 10A BUIAPE DUPLE -LA I !1 1 1 1 p^�j 1/ �B%p9 IBUILDING 9 COLONIAL • FF -24.5 \QUPLEX =24.0 / 1 %N 1 1h�e I r I 441i�f II' 61.51'G / ! X X S1175'70"W 129. -1 / I \ XS095140"W X X tv X X -�� X BVWJ7\} \j Ice / GA I I y \ \ 1 I ay Z c BVWy41 M.H.B.IBVWy3 FOUND 1 \ 24j m / I I F&G 21. BENCHM YRO 20.0' I /� INV. 18.0 \ TBV plc / ATERM _----- / V EASE E T/ V • _ - - ._- - MAP 37 PARCEL 78 1 o z LOCUS IS IN II \I W. 20.0 II £ III V� I _ _ _-__..-._-___-. , RESOURCE AREA I BVW/211 / r1 0Q' / 0 BY I 1 ROLT� 2 B DELINEATION ! CONSULTINGSA 1A / I 1 , ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE g PROPOSED SEWER LINE E PROPOSED ELECTRIC LINE 24j m / I I F&G 21. BENCHM YRO 20.0' I /� INV. 18.0 \ TBV plc / ATERM _----- / V EASE E T/ V • _ - - ._- - DICE #03-244 PAVE Ba vfer A e 33' WIDE 1927 TDIM1I�L O. MAP 37 PARCEL 78 1 o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C BENCHMARK: TAc ON HYOR9M 714.80 RO me LOCUS qo oT _ - D� / 0Q' / 0 / ROLT� 2 B LEGEND: ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE g PROPOSED SEWER LINE E PROPOSED ELECTRIC LINE G PROPOSED GAS LINE W PROPOSED WATER LINE - - -22- - EXISTING CONTOUR -[22]- PROPOSED CONTOUR PRECAST LEACHING PIT I 1 o \.Zr= - WITH 4' STONE= 6'X14' WITH 3'X3' LEACHING TRENCH F&G 21.9 CATCH BASIN & 12" HDPE PIPE INV. 18.0 F&G = FRAME & GRATE RIM EL. � INV. = PIPE INVERT ELEVATION (2' BELOW TOP OF STRUCTURE) [22.41 PROPOSED SPOT GRADE PROPOSED MANHOLE COVER • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) 7' PROPOSED ANTIQUE SME LAMP POST PROPOSED SIGN S Z_ PROPOSED SERVICE LINE/CLEANOUT DICE #03-244 PAVE Ba vfer A e 33' WIDE 1927 TDIM1I�L O. SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B / / J � SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B I ' / / 1 - SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) 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 & #29 BAXTER AVENUE, W.YARMOUTH, MA SEPTIC & UTILITIES SITE PLAN WINDRIFT VILLAGE #29 BAXTER AVE./#115 ROUTE 28 ! / 11 BUILDINGS: 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 0-1 FUTURE EXPANSION: 6 BEDROOMS DATE TOTAL BEDROOMS 66 DANIEL A. OJALA P.L.S., P.E. PERMIT SET: NOT FOR CONSTRUCTION IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES SCALE: 1 " = 30' DATE: JANUARY 7, 2007 REVISED: FEBRUARY 22, 2007 REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC REVISED: JUNE 19, 2007 UNIT NUMBERS SHEET 3 OF 7 30 0 30 60 90 Feet off 508-362-4541 fax 508 362-9880 down cope engineering, Inc. Cl1//L ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 03-244 HOUSING.DWG (DAO) 1 / N \ - - �' - - \ 1 //INSTALL J 2CLE LINE FOR FUTU E FUTURE SEWER CONNECTION COMMON TA / A TIF REQUIRED. / NK SIZED FOR STUB. 8' SEWER LINE FOR FUTURE CIRCUIT / AST 9.0 UNIT. ATSMANHOLE C CAP STREEK PANEL ® ELECTRIC / / (3) SCH. 40 /ELECTRIC r o44or Z0,1 / \ PONDUITSy GEORGE T ABBOTT TTS "CAPPED N0328 / /off j / INV.=15.29 E 8 DB 10016 PG 90 - Q4• O J _�3U5'40 E 719.67 \c -19 PROPOSED Y 1 \ 4V Y✓ 46.26 _ _ T \ RRIGATIED i G \ BUILDING 6C N157120 E' N 5 / / M APE TRIPLE), WELL I 7A BUILDING 7 (/ M � I Gf_ 1 FF=24.5 gC � ® COLONIAL y - T tR - 6A -- TRIPLEX 7C -� /04 V 1 / fcBJ / I STEPS (TYP.) _ - - - T M M �� I \\ 6B Nu. xo.o I BUILDING 6 l I VVV _ FF=24.5 I 101.77' T M M r 5B 5C \\ 1 ■a. xoA rrv. xo.o - ��� mv. xa.a 7g - .rr. zo_o - $-� AFF=24 SL y 9 000 j f c c INv. xo.o I i M 5A BUILDING 5 zoq Mit - 3 3 3 * - -24 W. 20.0 8B C.B. I c COLONIAL \.NP �� F .� S FOUN NO2' M N / tX I 1 / / I TRIPLEX NV. 20A \ s �- - _ _ _� f a 1 I / I // / / M - - _ �vWy1 / � �/ ! I FF=25.5 /\ E '00 3 INV. 20.0 Nv. l ^r o �I 11 ti BUILDING 4C I Ira. 20.0 W. 20.0 W W 1 _ - 3 3 • o !! c� / W I / 3B 3C 4A APE 713 FF 26.5 I - - - _ 1 - - - - - - ivl�i GREGORY M. CAULEY/� BUILDING 3 _ _ _I y 1/ B�nvl1 o PG 3A k Ira. 20.0 M PIFgD 3 m DB 294 IAL Ira• • - _ _ W � 0 T COLON ti ....::. �'�''.'�:•:-:::�:::,:.::::�' >:)>:' :�::�::;>: 1 � W�� W ora. is / 3 � . I 99 G - W o t- F�2. � / W. 3 ,:Ji:i:G:::.::.:: :, :. :7^^'... .......•'""..�'"'.'.'.ic:.: l • `} N M i� - � - DROP INLET W. n z ;7 \TRIPLEX / 5 s t0 0. .;..,:..22. F&GS 21. • _ r �� 17.1 3 L / I � .3pp3.;_:..'.i:�'is'i::.i'.:'s:wa-....:x... - /-- F r � MANHOLE I 1 FF=27.0 - --- /-INC. 16.6 !- - � �F � - W t � - - - NLV.'S 16 < J'::•::::::•::::::::::'::::::.-::::::::::::�:.�::::::.r�'::,%-'. ..... INV. S 16.6 �, I jo,@. a • • V • T'�-gb�- -� `w W � / Lo _ 5 �-'�.sire,rr:rr:;.�rrr::::'::i: ■ 3 3 \ 1 � � • _ - _ _ _ _ I � :..::::::.::::::::::::.�:::::::::::::::::::::::.. I .....,2 3Cr1/0-PB€.5w. ..E.FII 'iiia:. '.': r : :::::::...... ......:::.:::1: ... / .:::::::::::::.:c:' LIGHT POLE f \ \ i :':::::..........................:..............::'::::._:::::::::::::::::._::::::':::::.� :::.�: BARRIER TYP. •:::: ra:::':w::7:::: ':::. �...... i::..c :a.::::'S'''r.. ~~rii':ii'i ON COMMON ' - - ^ i / o ...............................::::'f ::i:: :::::'>:::. MH4 - / 1 NV. S 17.p SILT 6 ( ) G I J VE AR UIT I IRC ........ J, ES C.......":::::..,��:�:J:�.-�:::�:.:.._..�...�...�,.::._...�.�:,.-.:.,.,,'._........ 2 e e>< � - \ MHS / I ■ SEP11C R -:- ................................................. ................................................... E I FL G1 co SF :.......-.w:.:::_:....:: mm :: ...:.. ...:: :::::::: :. 2 c - S S(TVP•) ' I O zso 9,6 E E III ....:::��.....:.k, ........�� . � - SMH2 / � I � �:::::.�::::r..>::;�:�::����.:�:��..�:�.:_:�..:c��.^::.T;'._:'".""-:.'l:.--::....::�i.•-:;:_:::..:::�:::,,;� � I � � Ii � .2023 FF � III � l J1 � 8�#1 G • '10• / W. 20.30 11A 10B 10A 9B I 1 fi 11 BUILDING 10 BUILDING 9PE / 9A 7 1 I 1III I l 5 AFF=24.5 DUPLE I \IZUPLEXL =24.0 I I l •'�• 1 LIBGJ I\ ccs aJ I1 BVW#B I 51.51'X X S71'15'70"W 129. s' G -xS095140"W x x x X !_ x II IQ 1 I BVW#7\ i �- -�--22- 1\TGO \ �Bvw#4� M.H.B. I1 \ �avwg3 - I FOUND \ \ 1 \ t`l� // / 1 I HAMWYNTION BYREA RCE AI BVWg2`I INJ. 20.0 ° T CONSULTING TO/ f 1A oo I 1 \ - \ / / 1 / / BVW#1 / 241 _ - - m F&G 21. BENCOF YRB Top1 20.6 rv. Sir I / JV//.J-Ju rr .,.... ,... .. .. FOUND V ---- / m V • • 0 „�--/ III :CX m Q LOCUS qo oy I _ J I TOWN OF YARMOUTH I i 2A \\m ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE S PROPOSED SEWER UNE Ir I JAMES HURLEY C PROPOSED GAS LINE W PROPOSED WATER LINE JOHN EMIL HALUNEN (EST. OF) I DB 2895 PG 172 __[22]- PROPOSED CONTOUR PRECAST LEACHING PIT C/O MRS CHARLES ANDERSON HAR` E. LJOSEPHE L WITH 3'X3' LEACHING TRENCH -� F&G 21.9 DB 326 PG 392 C/0 PIERRE JOSEPH CIO PIT I __q z' �I \. INV. 20. J + OB 12808 PG 47 PROPOSED SPOT GRADE BUILDING 1 m • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE GABLE ENTRY CAPE DUPLEX (+ INSPECTION PORT IN SAS) ^ PROPOSED ANTIQUE STYLE LAMP POST I I FF -26.5 PROPOSED SERVICE UNE/CLEANOUT S / \� '4 I 1B / / / \ SMH1 � .2023 FF � III � l J1 � 8�#1 G • '10• / W. 20.30 11A 10B 10A 9B I 1 fi 11 BUILDING 10 BUILDING 9PE / 9A 7 1 I 1III I l 5 AFF=24.5 DUPLE I \IZUPLEXL =24.0 I I l •'�• 1 LIBGJ I\ ccs aJ I1 BVW#B I 51.51'X X S71'15'70"W 129. s' G -xS095140"W x x x X !_ x II IQ 1 I BVW#7\ i �- -�--22- 1\TGO \ �Bvw#4� M.H.B. I1 \ �avwg3 - I FOUND \ \ 1 \ t`l� // / 1 I HAMWYNTION BYREA RCE AI BVWg2`I INJ. 20.0 ° T CONSULTING TO/ f 1A oo I 1 \ - \ / / 1 / / BVW#1 / 241 _ - - m F&G 21. BENCOF YRB Top1 DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. 20.6 INV. 18.0 - \ I MV. 2022- MAP 30/27) O 2 Y V ---- / EASE E TI V • • 0 „�--/ - :CX m Q LOCUS qo oy _ J I _..... •n7 RF' __" E A genu - DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - --� - BOL ir( ONNOH � 24.BO fi-- - - - / m Q LOCUS qo oy I -- LEGEND: - - ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE S PROPOSED SEWER UNE E PROPOSED ELECTRIC UNE C PROPOSED GAS LINE W PROPOSED WATER LINE - - -22- - EXISTING CONTOUR __[22]- PROPOSED CONTOUR PRECAST LEACHING PIT 1 / • = = WITH 4' STONE= 6'X14' WITH 3'X3' LEACHING TRENCH -� F&G 21.9 CATCH BASIN & 12" HDPE PIPE �•1INV. 18.0 F&G = FRAME & GRATE RIM EL. \\.JJ INV. = PIPE INVERT ELEVATION (2' BELOW TOP OF STRUCTURE) PROPOSED SPOT GRADE PROPOSED MANHOLE COVER • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) ^ PROPOSED ANTIQUE STYLE LAMP POST \ PROPOSED SIGN � PROPOSED SERVICE UNE/CLEANOUT S DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. SEPTIC CALCULATIONS: DESIGN FLOW: NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. BUILDINGS: MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - - - - - - - m Q LOCUS qo oy I -- - - - - - - - - - / I II1 / I \ 111 SEPTIC CALCULATIONS: DESIGN FLOW: NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. BUILDINGS: MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - - - - - - - m Q LOCUS qo oy I -- - - - - - - - - - / I II1 / 111 , 1 SEPTIC CALCULATIONS: DESIGN FLOW: NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. BUILDINGS: 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES FUTURE EXPANSION: 6 BEDROOMS TOTAL BEDROOMS 66 G o� DATE MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y F.E.M.A. ZONE C 0 WEST SANDY Un PON ';0 4 r �Q m Q LOCUS qo oy I / 1 / I II1 / 111 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES FUTURE EXPANSION: 6 BEDROOMS TOTAL BEDROOMS 66 G o� DATE LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y F.E.M.A. ZONE C 0 WEST SANDY Un PON ';0 4 r �Q m Q LOCUS qo oy 0Q' 0 W n ROG TF �8 LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) 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 & #29 BAXTER AVENUE, W.YARMOUTH, MA SEPTIC & UTILITIES SITE PLAIN WINDRIFT VILLAGE #29 BAXTER AVE./#115 R®UTE 28 ""ONAs L��rj�►." � I DANIEL A. OJALAOJALA P.L.S., P.E. PERMIT SET: NOT FOR CONSTRUCTION IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES SCALE: 1" = 30' DATE: JANUARY 7, 2007 REVISED: FEBRUARY 22, 2007 REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC REVISED: JUNE 19, 2007 UNIT NUMBERS SHEET 3 OF 7 30 0 30 60 90 Feet off 508-362-4541 fax 508 362-9880 down cope en gin eerin g, in C. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 03-244 HOUSING.DWG (DAO)