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HomeMy WebLinkAboutCCH - Decision 3899 - Pg3 Parking Lot Site PlanElul W -mm EXISTING LOT CONFIGURAII0N 1 � PROPOSED LOT CONFIGURATION SCALE: 1 " = 150' CAPE COD BERM N } SCALE: 1 " = 150' ?�,��°p�o�°Ucj4op _ 12"X 3" 12"X3" CAPE COD BERM }_ poa�°°° 4�o°O,o° H-20 W KEYSTONc W17H GEU(i R� ID 1" TOPCOAT MASS DPW H"-20 HDPE TIEBACK S -, a SEE/ATTACHED ENGINEERED `12" &TONE TYPE it , PRECAST WALL PLANS `AGAINST 2" BINDER O,o po O°oo o°0 0 o°°c °oO,o° Oo° Goo°oD°° � d; (WALL NOT TO SCALE RISER > CLEAN GRANULAR 00 00,,0 00 oe 000000000°oc,0000s°o° c1 °o'o°o c,° °oto°o BACKFILL NO FINES O C] 2.0' (TYP.) °000°°o OO°o 0 ° io o°coo o°cq o°o e° } 12' PROCESSED GRAVEL ° O oOOO°C° Ooo° D } °o o°G 6-0 ob°c o w oa° MDPW M1.03.1 VIB. ROLLER COMPACTED GALV. THRU-. BOLTS C Go° OJ°oo° W, REMOVE TOP & SUBSOIL 8"X8" P.T. POSTS 6'O.C. ANY x HPE PIPE NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL GUARDRAIL UNSUITABLE 00 0°0 ^°o °; coa° o Oo O,o°o O,o o o'B' - oo°OOca° o°O0o 000 0'00 TO A DEPTH OF 36' BELOW FINISHED GRADE. TYP. ALONG PROVIDE PATIO 8LOCK SPLASH PADS SOIL ENCOUNTEREDPROPOSED END VIEW AND WASHED STONE UNDER ALL REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL RET. WALL 1000 GALLON PRECAST DRAINAGE CROSS SECTION - 6" WASHED STONE UNDERNEATH :FOR R MIN. H-20 CATCH BASIN (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) -EAT CUT FHRU N AROUND :STONE '0X6'-8" SHOREY SOLID BASIN H-20 OR EQUAL NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. EOGRID cd PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. N PAVEMENT CROSS SECTION SEE PAVEMENT SECTION NOT TO SCALE 3/4" - 1 1/2". 'REPLACE W/ SECTIONAL PLATE WASHED STONE (TYP.) CLEAN SAND DEPTH (in.) TH1 SOIL CLASS: I (SANDS, LOAMY SANDS) 4' MIN AROUND GALLEYS PERC RATE: < 2 MPI (5 MPI DESIGN) O O q PRESOAK: 0:00:00-0:10:00 DRAINAGE CROSS SECTION. SANDY- LOAM (24 GAL. < 15 MIN.) 10 YR 3 2 < 9": 0:10:00 14" T BOTTOM PERC: AT 48" NOT TO SCALE LOAMY SAND WATER: AT 54" 10 YR 4 6 36• NSUITA LE WELL INFO: WELL #: MIW-29 ZONE: B MEDIUM SAND WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.) COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. 10 5/4 126' NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS. DATE: 5/11/00 3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES. ENGINEER: MICHAEL S. FARIA, SE COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED .FRAME & COVER (3) REQ. . (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 3" $ITUMINOUS ASPHALT CONCRETE EXCAVATOR: ELLIS BROTHERS CONSTRUCTION UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. AROUND OUTER EDGE OF STONE IF ENCOUNTEREDi 2" BINDER 1" TOP COURSE TEST HOLE LOG NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING.MASS DPW TYPE 11 NOT TO SCALE 1% MIN I 12" PROCESSED GRAVEL ° 000000000006 MASS DPW M1.03.1 COMPACT !� O-20024"UP H-20BRICK0 c�0oo°0° °o° TO 95% MAX. DRY DENSITY MOD. PROCTOR MORTAR ALL COMPONENTS (TYP.) } WITH VIBRATORY ROLLER. ° OVER ONE FILTER- FABRIC— 'a & a. .. L 0 0 0 +y�o T 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. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/Oft 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 NGV029 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 WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S ENGINEER TO INSPECT SOIL 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. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. i 11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.- 13. ENDORS.°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. 1 � } a CAPE COD BERM N } STAKED HAYBALES ?�,��°p�o�°Ucj4op _ 12"X 3" WITV TRENCHED IN }_ poa�°°° 4�o°O,o° H-20 W KEYSTONc W17H GEU(i R� ID ( H"-20 HDPE TIEBACK S -, a SEE/ATTACHED ENGINEERED `12" &TONE 2 � , PRECAST WALL PLANS `AGAINST 12"0 HDPE O,o po O°oo o°0 0 o°°c °oO,o° Oo° Goo°oD°° � d; (WALL NOT TO SCALE RISER > CLEAN GRANULAR 00 00,,0 00 oe BACKFILL NO FINES O C] 2.0' (TYP.) °000°°o OO°o 0 ° io o°coo o°cq o°o e° } ° O oOOO°C° Ooo° D } °o o°G 6-0 ob°c o 2.0' (TYP.) oa° 3/4" - 1 1/2". 'REPLACE W/ SECTIONAL PLATE WASHED STONE (TYP.) CLEAN SAND DEPTH (in.) TH1 SOIL CLASS: I (SANDS, LOAMY SANDS) 4' MIN AROUND GALLEYS PERC RATE: < 2 MPI (5 MPI DESIGN) O O q PRESOAK: 0:00:00-0:10:00 DRAINAGE CROSS SECTION. SANDY- LOAM (24 GAL. < 15 MIN.) 10 YR 3 2 < 9": 0:10:00 14" T BOTTOM PERC: AT 48" NOT TO SCALE LOAMY SAND WATER: AT 54" 10 YR 4 6 36• NSUITA LE WELL INFO: WELL #: MIW-29 ZONE: B MEDIUM SAND WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.) COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. 10 5/4 126' NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS. DATE: 5/11/00 3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES. ENGINEER: MICHAEL S. FARIA, SE COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED .FRAME & COVER (3) REQ. . (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 3" $ITUMINOUS ASPHALT CONCRETE EXCAVATOR: ELLIS BROTHERS CONSTRUCTION UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. AROUND OUTER EDGE OF STONE IF ENCOUNTEREDi 2" BINDER 1" TOP COURSE TEST HOLE LOG NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING.MASS DPW TYPE 11 NOT TO SCALE 1% MIN I 12" PROCESSED GRAVEL ° 000000000006 MASS DPW M1.03.1 COMPACT !� O-20024"UP H-20BRICK0 c�0oo°0° °o° TO 95% MAX. DRY DENSITY MOD. PROCTOR MORTAR ALL COMPONENTS (TYP.) } WITH VIBRATORY ROLLER. ° OVER ONE FILTER- FABRIC— 'a & a. .. L 0 0 0 +y�o T 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. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/Oft 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 NGV029 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 WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S ENGINEER TO INSPECT SOIL 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. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. i 11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.- 13. ENDORS.°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. oG ooh �o av o ,J �O 0 } a CAPE COD BERM ° }-• O,o Oo poo O,o g� DOWN SIDES 5;G O'0o'b a 06 -Gob OF TRENCH ?�,��°p�o�°Ucj4op . 12"X 3" RETAINING 11VALL CROSS SECTION }_ poa�°°° 4�o°O,o° H-20 W I °co oa o ( H"-20 HDPE CPP 600 oC of PRECAST 12"0 HDPE O,o po O°oo o°0 0 o°°c °oO,o° Oo° Goo°oD°° � d; 4 NOT TO SCALE RISER > SLOPE 1% MIN. 00 00,,0 00 oe © O C] 2.0' (TYP.) °000°°o OO°o 0 ° io o°coo o°cq o°o e° } ° O oOOO°C° Ooo° D } °o o°G 6-0 ob°c o 2.0' (TYP.) oa° REMOVE3' C Go° OJ°oo° C.B. TRAP t2"0 PROPOSED ANY HPE PIPE H-20 UNSUITABLE 00 0°0 ^°o °; coa° o Oo O,o°o O,o o o'B' - oo°OOca° o°O0o 000 0'00 °00 0 LEACHING GALLEYS PROVIDE PATIO 8LOCK SPLASH PADS SOIL ENCOUNTEREDPROPOSED END VIEW AND WASHED STONE UNDER ALL : ANY) 1000 GALLON PRECAST DRAINAGE CROSS SECTION - 6" WASHED STONE UNDERNEATH :FOR R MIN. H-20 CATCH BASIN SCALE: N.T.S. STRUCTURES ............ ....... AROUND :STONE '0X6'-8" SHOREY SOLID BASIN H-20 OR EQUAL 3/4" - 1 1/2". 'REPLACE W/ SECTIONAL PLATE WASHED STONE (TYP.) CLEAN SAND DEPTH (in.) TH1 SOIL CLASS: I (SANDS, LOAMY SANDS) 4' MIN AROUND GALLEYS PERC RATE: < 2 MPI (5 MPI DESIGN) O O q PRESOAK: 0:00:00-0:10:00 DRAINAGE CROSS SECTION. SANDY- LOAM (24 GAL. < 15 MIN.) 10 YR 3 2 < 9": 0:10:00 14" T BOTTOM PERC: AT 48" NOT TO SCALE LOAMY SAND WATER: AT 54" 10 YR 4 6 36• NSUITA LE WELL INFO: WELL #: MIW-29 ZONE: B MEDIUM SAND WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.) COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. 10 5/4 126' NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS. DATE: 5/11/00 3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES. ENGINEER: MICHAEL S. FARIA, SE COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED .FRAME & COVER (3) REQ. . (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 3" $ITUMINOUS ASPHALT CONCRETE EXCAVATOR: ELLIS BROTHERS CONSTRUCTION UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. AROUND OUTER EDGE OF STONE IF ENCOUNTEREDi 2" BINDER 1" TOP COURSE TEST HOLE LOG NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING.MASS DPW TYPE 11 NOT TO SCALE 1% MIN I 12" PROCESSED GRAVEL ° 000000000006 MASS DPW M1.03.1 COMPACT !� O-20024"UP H-20BRICK0 c�0oo°0° °o° TO 95% MAX. DRY DENSITY MOD. PROCTOR MORTAR ALL COMPONENTS (TYP.) } WITH VIBRATORY ROLLER. ° OVER ONE FILTER- FABRIC— 'a & a. .. L 0 0 0 +y�o T 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. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/Oft 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 NGV029 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 WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S ENGINEER TO INSPECT SOIL 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. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. i 11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.- 13. ENDORS.°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. 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 5. BINDER COARSE PAVEMENT 6. FINISH COARSE OF PAVEMENT 7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP. 1 L,-, DRAFTER: DAO i7A J t : !"LA`S 2> 200 ��`A" O s } PH. 1-508-362-4541 7 PA G T SITE PLAN CHKD BY: AHO RCv15Et7 MAy 21 , 2CD7j ��� ARNEHrri. 9s: � 0 Of sy � � g'FAX. 1-508-362-9880 M N OF LAND IN YARMOUTH, MA c AB down C d e erJ ir1 e erirl inc. #30,#34,#40,& #50 BAYVIEW STREET, WEST YARMOUTH, MA FIELD: DCE CIVIL H. ; Cl i/lL ENGINEERS CAPREPARED FOR - .0 30792 it -s �® SCALE AS NOTED No LAND SURVEYORS � � s, 8 e t �ImarmC E COD OSPIT MAY 21, 2003 £ss f�AL NG ��` AFF -IE� FCI$ Ey�� � g 939 Main Street - YARMOUTHPORT, MASS. 27 PARK STREET, HYANNIS, MA 02601 98-168 CCH DWG � I r W�ff �. 02--171 DOCPARK.DwG oG ooh �o av o ,J �O 0 } a 0 ° }-• O,o Oo poo O,o g� DOWN SIDES 5;G O'0o'b a 06 -Gob OF TRENCH ?�,��°p�o�°Ucj4op . }_ poa�°°° 4�o°O,o° I °co oa o ( } ^0 00 00 0 00 Oa 00 0 "'goOo 600 oC of O,o po O°oo o°0 0 o°°c °oO,o° Oo° Goo°oD°° � d; bD°moo°c?D°g v° c0 o Oa Oa o Oa o c0 o'oc o0 0o .a I� a � �, 'ao°ani°vol o°o O ° 00 0 00 00 O O,o po pow po° 00 00,,0 00 oe © O C] O°O,a O°°o o,0 000 00 G O a G O G ° °000°°o OO°o 0 ° io o°coo o°cq o°o e° } ° O oOOO°C° Ooo° D } °o o°G 6-0 ob°c o oa° a C Go° OJ°oo° ° ooU°GoOO°°oco Oooo 00 0°0 ^°o °; coa° o Oo O,o°o O,o o o'B' - oo°OOca° o°O0o 000 0'00 °00 0 moo 00 PROVIDE PATIO 8LOCK SPLASH PADS ' 4.0' MIN. END VIEW AND WASHED STONE UNDER ALL INVERTS, 8 S.F. MIN. DRAINAGE CROSS SECTION SCALE: N.T.S. 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 5. BINDER COARSE PAVEMENT 6. FINISH COARSE OF PAVEMENT 7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP. 1 L,-, DRAFTER: DAO i7A J t : !"LA`S 2> 200 ��`A" O s } PH. 1-508-362-4541 7 PA G T SITE PLAN CHKD BY: AHO RCv15Et7 MAy 21 , 2CD7j ��� ARNEHrri. 9s: � 0 Of sy � � g'FAX. 1-508-362-9880 M N OF LAND IN YARMOUTH, MA c AB down C d e erJ ir1 e erirl inc. #30,#34,#40,& #50 BAYVIEW STREET, WEST YARMOUTH, MA FIELD: DCE CIVIL H. ; Cl i/lL ENGINEERS CAPREPARED FOR - .0 30792 it -s �® SCALE AS NOTED No LAND SURVEYORS � � s, 8 e t �ImarmC E COD OSPIT MAY 21, 2003 £ss f�AL NG ��` AFF -IE� FCI$ Ey�� � g 939 Main Street - YARMOUTHPORT, MASS. 27 PARK STREET, HYANNIS, MA 02601 98-168 CCH DWG � I r W�ff �. 02--171 DOCPARK.DwG