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Home My WebLink About83-1634 - Parking Lot Site Plan 2EXISTING LOT CONFIGURATION SCALE: 1" = 150' GALV. THRU- BOLTS 8"X8" P.T. POSTS 6'O.C. GUARDRAIL TYP. ALONG RET. WALL NEAT CUT THRU GEOGRID �j SEE PAVEMENT SECTION I DATE: 5/11/00 ENGINEER: MICHAEL S. FARIA, SE (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO EXCAVATOR: ELUS BROTHERS CONSTRUCTION TEST HOLE LOG NOT TO SCALE I� PROPOSED LOT CONFIGURATION SCALE: 1 = 150 12"X3" CAPE COD BERM INTEGRAL WITH TOP CC 1" TOPCOAT MASS DPW //r-- TYPE N EXTEND GRAVEL 12 , i / 2" BINDER BEYOND BACK EDGE OF PAVEMENT 12" PROCESSED GRAVEL MOPW M1.03.1 VIB. ROLLER COM 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 109" DRY WEIGHT PASSING $200 SISI NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% M( PROCTOR DENSITY WITH VIBRATORY ROLLER COMP PAVEMENT CROSS I, w PROPOSED 2:1 FILL SLOPE COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION - 24" SHOULDER CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED 1 STAKED HAYBALES ^ pROp WITH TRENCHED IN (A �� \\ OSfO SILT FENCE (TYP.) Szopf z 2 (7 W a 0 N J J 4 ORIGINAL GROUND SLOPE CROSS SECTION NOT TO SCALE H-20 w H-20 HDPE CPP PRECAST E 12"9 HDPE RISER j SLOPE 1% MIN. a 2.0' (TYP.) REMOVE PROPOSED ANY H-20 UNSUITABLE SOIL LEACHING GALLEYS .ENCOUNTER (IF ANY) )6"WASHED STONE UNDERNEATH FOR STRUCTURES �5' MIN. .......-. .AROUND STONE 'REPLACE 4 3/4" - 1 1/2" CLEAN SAP WASHED STONE (TYP.) 4' MIN AROUND GALLEYS no A I K I A t"-% C' rG 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 EQUIPMENT IN7THE )OTHERAND ANY UTILITIES CONSTRUCTONAREAFOR VERIFICAICH TION OAY HAVE CABLE. PIPE R ION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/SPECIFICATIONS MASSACHUSETTSR THE DEPARTMENT WORKS CATIONS FOR BRIDGESANDHIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 MSL DATUM. 4. NOTE THAT CONSTRUCTION OF THE DRAINAGE 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 CLEANWITH SAND MEETING REQUIREMENTS ENGINEER TOINSPECTSOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION, 5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 8. ALL DRAINAGE PIPING 12"0 H-20 CPP AT 1% PITCH UNLESS NOTED. 9 RAINAGE IINSPECTIONOMPONENTS BY OWNERSNOT TO ENGINEERE AND BACKFILLED WITHOUT PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. 11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS. 13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT CLEAN FILL IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY. 14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE. PARIUNG LOT SITE PLAN OF LAND IN YARMOUTH, MA #30,#34,#40,& #50 BAYVIEW STREET, WEST YARMOUTH, MA PREPARED FOR oAl CAPE COD HOSPITAL 27 PARK STREET, HYANNIS, MA 02601 1 12.0' (TYP.) 3' C.B. TRAP 1 t2"0 HOPIPE PROPOSED 1000 GALLON PRECAST H-20 CATCH BASIN 0X6'-8" SHOREY SOLIC BASIN H-20 OR EQUAL NOT TO SCALE COMPACT ALL BACKFILL IN 6" LIM TO 95% MOD. PROCTOR DENSITY. NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS. 3" PEASTONE AND MIRAFI FAPRIC OVER WASHED STONE AND DOWN SIDES. COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED FRAME & COVER (3) REQ. LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 3" BITUMINOUS ASPHALT CONCRETE UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. 2" BINDER 1" TOP COURSE AROUND OUTER EDGE OF STONE IF ENCOUNTERED, NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING. 1% MIN, / MASS DPW TYPE 11 I 24" I.D. RISER ILT UP H-20 BRICK R ALL COMPONENTS (TYP.) 4.0• MIN.— END VIEW DRAINAGE CROSS INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.) 1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTION 2. DRAINAGE INSTALLATION 3. COMPACTED SUBGRADE PRIOR TO GRAVEL 4. GRAVEL LAYER AFTER COMPACTION S. BINDER COARSE PAVEMENT 6. FINISH COARSE OF PAVEMENT 7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP. DRAFTER: DAO DATE: MAY 2, 2003 CHKD BY: AHO REVISED: MAY 21, 2003 FIELD: DICE REVISED: 7-20-04 (ZBA CONDITIONS. SLOPE) SCALE AS NOTED MAY 2, 2003 12" PROCESSED GRAVEL MASS DPW M1.03.1 COMPACT TO 95% MAX. DRY DENSITY MOD. PROCTOR WITH VIBRATORY ROLLER. SOIL CLASS: I (SANDS, LOAMY SANDS) DEPTH (in.) THI PERC RATE: < 2 MPI (5 MPI DESIGN) 0- 0 A - PRESOAK: 0:00:00-0:10:00 - GAL. < 15 MIN.) SAND LOAM(24 10 YR 2 00 °" d ° °= o 0,00 148 14" A BOTTOM PERC * AT LOAMY SAND WATER: AT 54" 10 YR 4 6 WELL WELL INFO• #: MIW-29 36" MEDIUM ZONE: B WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.) 5/4D DATE: 5/11/00 ENGINEER: MICHAEL S. FARIA, SE (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO EXCAVATOR: ELUS BROTHERS CONSTRUCTION TEST HOLE LOG NOT TO SCALE I� PROPOSED LOT CONFIGURATION SCALE: 1 = 150 12"X3" CAPE COD BERM INTEGRAL WITH TOP CC 1" TOPCOAT MASS DPW //r-- TYPE N EXTEND GRAVEL 12 , i / 2" BINDER BEYOND BACK EDGE OF PAVEMENT 12" PROCESSED GRAVEL MOPW M1.03.1 VIB. ROLLER COM 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 109" DRY WEIGHT PASSING $200 SISI NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% M( PROCTOR DENSITY WITH VIBRATORY ROLLER COMP PAVEMENT CROSS I, w PROPOSED 2:1 FILL SLOPE COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION - 24" SHOULDER CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED 1 STAKED HAYBALES ^ pROp WITH TRENCHED IN (A �� \\ OSfO SILT FENCE (TYP.) Szopf z 2 (7 W a 0 N J J 4 ORIGINAL GROUND SLOPE CROSS SECTION NOT TO SCALE H-20 w H-20 HDPE CPP PRECAST E 12"9 HDPE RISER j SLOPE 1% MIN. a 2.0' (TYP.) REMOVE PROPOSED ANY H-20 UNSUITABLE SOIL LEACHING GALLEYS .ENCOUNTER (IF ANY) )6"WASHED STONE UNDERNEATH FOR STRUCTURES �5' MIN. .......-. .AROUND STONE 'REPLACE 4 3/4" - 1 1/2" CLEAN SAP WASHED STONE (TYP.) 4' MIN AROUND GALLEYS no A I K I A t"-% C' rG 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 EQUIPMENT IN7THE )OTHERAND ANY UTILITIES CONSTRUCTONAREAFOR VERIFICAICH TION OAY HAVE CABLE. PIPE R ION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/SPECIFICATIONS MASSACHUSETTSR THE DEPARTMENT WORKS CATIONS FOR BRIDGESANDHIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 MSL DATUM. 4. NOTE THAT CONSTRUCTION OF THE DRAINAGE 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 CLEANWITH SAND MEETING REQUIREMENTS ENGINEER TOINSPECTSOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION, 5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 8. ALL DRAINAGE PIPING 12"0 H-20 CPP AT 1% PITCH UNLESS NOTED. 9 RAINAGE IINSPECTIONOMPONENTS BY OWNERSNOT TO ENGINEERE AND BACKFILLED WITHOUT PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. 11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS. 13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT CLEAN FILL IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY. 14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE. PARIUNG LOT SITE PLAN OF LAND IN YARMOUTH, MA #30,#34,#40,& #50 BAYVIEW STREET, WEST YARMOUTH, MA PREPARED FOR oAl CAPE COD HOSPITAL 27 PARK STREET, HYANNIS, MA 02601 1 12.0' (TYP.) 3' C.B. TRAP 1 t2"0 HOPIPE PROPOSED 1000 GALLON PRECAST H-20 CATCH BASIN 0X6'-8" SHOREY SOLIC BASIN H-20 OR EQUAL NOT TO SCALE COMPACT ALL BACKFILL IN 6" LIM TO 95% MOD. PROCTOR DENSITY. NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS. 3" PEASTONE AND MIRAFI FAPRIC OVER WASHED STONE AND DOWN SIDES. COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED FRAME & COVER (3) REQ. LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 3" BITUMINOUS ASPHALT CONCRETE UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. 2" BINDER 1" TOP COURSE AROUND OUTER EDGE OF STONE IF ENCOUNTERED, NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING. 1% MIN, / MASS DPW TYPE 11 I 24" I.D. RISER ILT UP H-20 BRICK R ALL COMPONENTS (TYP.) 4.0• MIN.— END VIEW DRAINAGE CROSS INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.) 1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTION 2. DRAINAGE INSTALLATION 3. COMPACTED SUBGRADE PRIOR TO GRAVEL 4. GRAVEL LAYER AFTER COMPACTION S. BINDER COARSE PAVEMENT 6. FINISH COARSE OF PAVEMENT 7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP. DRAFTER: DAO DATE: MAY 2, 2003 CHKD BY: AHO REVISED: MAY 21, 2003 FIELD: DICE REVISED: 7-20-04 (ZBA CONDITIONS. SLOPE) SCALE AS NOTED MAY 2, 2003 12" PROCESSED GRAVEL MASS DPW M1.03.1 COMPACT TO 95% MAX. DRY DENSITY MOD. PROCTOR WITH VIBRATORY ROLLER. PR�10 BLOCK SPLASH PADS AND WASHED STONE UNDER ALL INVERTS, 8 S.F. MIN. SECTION SCALE: N.T.S. NOT TO SCALE CAPE H wr 9c H. ARNE H. ycw OJALA y OJALA`4 No. 26348 do Wn cape en gin ee No 30 92 y °FESS+°a Cl VIL ENGIN! F 4.�¢. qH° SURVEHO LAND SURW 1i°3 "L T 939 Main Street YAf 3' PEASi ONE & 0 ", "" FILTER FABRIC 0 o0°`b o 1-11;01 oo > OVER STONE O� to O,00 O,o &DOWN SIDES 00 °" d ° °= o OF TRENCH PR�10 BLOCK SPLASH PADS AND WASHED STONE UNDER ALL INVERTS, 8 S.F. MIN. SECTION SCALE: N.T.S. NOT TO SCALE CAPE H wr 9c H. ARNE H. ycw OJALA y OJALA`4 No. 26348 do Wn cape en gin ee No 30 92 y °FESS+°a Cl VIL ENGIN! F 4.�¢. qH° SURVEHO LAND SURW 1i°3 "L T 939 Main Street YAf