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Home My WebLink AboutCCH - Site Plan - Parking Lot Site Plan002U4P 28 PCL I / \ a lyDlDfR.4,NE 1 / ! YAR A�4P 26 PCL' 49 N/F GORGE L 4RB4fZ9 /)U'rnIFFE WAYl I r�•oD, \\� \ \, \ / J 1 t J MATCH\ Ekl , / I EXIST. G D ui t GRADES T �H / 16.04 SCki / / v 2 -40C. OR AS/ CO DUIT ER ELEf. DWG. EXISTING CONTOUR / ov / V, . � f / / +14.12 EXISTING SPOT ELEVATION / 3" CAL. 2Q f 4 T �i / / 1835 0r 1k�7 &4P 28 PCL 45 Lt 09 12623 PG 256 74. U4P 28 PCL I / \ a lyDlDfR.4,NE 1 / ! YAR A�4P 26 PCL' 49 N/F GORGE L 4RB4fZ9 /)U'rnIFFE WAYl I r�•oD, \\� \ \, \ / J 1 t J MATCH\ Ekl , / I EXIST. G D ui t GRADES T �H / 16.04 SCki / ?8 /rz ' F,4CC 41 REAL rl °C 246 I r,�r rsirry ,wMl� , - i - v -. t /wAp 28 PCL 51 a GR4:?ES � / t' 4' r CE'SSPQOLSj i TO $ RE !0v [?1 \ Qe / 4' 4. -SEE NOTE 4. / PROPOSED R30EV / f J / -TTO ACEs f / l 10, 030 Sr' NEW PAtE ? l t`.)� v 4p rOliiY f 4.22 TH + EDGE WASHED STONE J " �4Y EXIST. LIG LE 6"SCH-40 PVC %D (2) REO. / 1S J / �� ti� j IS7lNC PAtrEO J� / / 1D• KING AR64 \ I / L / tp 28 PCL 39.1 /# / YAR � V 28 PCL 67 STORM`A'ATER LEACHING - FIELD 20' X 40' NlF ROBERT �tuRY J. CDNERY - SHED ` mss\ 8 FLOW DIFFUSORS p` DS 3010 PC 176 ASO 8EN01140R,'r TOP OF CEMENT BOUND J I / N/J% WN GWETA� RP,.4SS SE4L CZtl147VN = 16.42 08 12623 PO 256/101 M� \ I1 \ STORY l \ CCN G4PE CDD /OSP/IAL / YAP 28 PCL 49 JEFFR� DB 6944 PG 345 WAY 84RNSTABLE &AR 28 PCL 48 "41:1 342 PLL 1 C4PE COD HO•SP. Cr 110SP/754L YARAfOUTH 0.16 sIC-f IAP 28 PCL 51 � C4PE ColoHOSP/T.4 v L &AR 28 PCL 47 � TOTAL /1.21 AC. t a4P 28 PCL D9 12623 PG 256 f / Y=4RhlOUTN MAP 28 PCL 39.1 C4PE COD HOSPITAL EXISTING LOT CONFIGURATION SCALE: 1 " = 80' CAPE COD /LOSPITAL JEFFR� CCH WAY tit 4P 28 PCL 49 DS 6944 PC 345 / v 2 -40C. OR AS/ CO DUIT ER ELEf. DWG. EXISTING CONTOUR / ov / V, . � �•� �� DECIDUOUS TREE +14.12 EXISTING SPOT ELEVATION 3" CAL. 2Q FINISH GRADE CONTOUR 4 T �i / / 1835 0r 1k�7 &4P 28 PCL 45 09 12623 PG 256 74. HYDRANT , r Dh'AGE O CATCH BASIN 0-0 POLE LIGHT + 13.2 I l T °l ® FLOW DIFFUSOR 18.41 (1AITH COVER TO GRAPE) l 1 0.0 \ \ \15.\ <I'-OOL (APPROX.) BENCHMARK C70, f TM1 0 SOIL TEST EXISTING WATER MAIN - E.t'/S77Nt; P4 MATCH 1.18 E EXISTING BURIED ?8 /rz ' F,4CC 41 REAL rl °C 246 I r,�r rsirry ,wMl� , - i - v -. t /wAp 28 PCL 51 a GR4:?ES � / t' 4' r CE'SSPQOLSj i TO $ RE !0v [?1 \ Qe / 4' 4. -SEE NOTE 4. / PROPOSED R30EV / f J / -TTO ACEs f / l 10, 030 Sr' NEW PAtE ? l t`.)� v 4p rOliiY f 4.22 TH + EDGE WASHED STONE J " �4Y EXIST. LIG LE 6"SCH-40 PVC %D (2) REO. / 1S J / �� ti� j IS7lNC PAtrEO J� / / 1D• KING AR64 \ I / L / tp 28 PCL 39.1 /# / YAR � V 28 PCL 67 STORM`A'ATER LEACHING - FIELD 20' X 40' NlF ROBERT �tuRY J. CDNERY - SHED ` mss\ 8 FLOW DIFFUSORS p` DS 3010 PC 176 ASO 8EN01140R,'r TOP OF CEMENT BOUND J I / N/J% WN GWETA� RP,.4SS SE4L CZtl147VN = 16.42 08 12623 PO 256/101 M� \ I1 \ STORY l \ CCN G4PE CDD /OSP/IAL / YAP 28 PCL 49 JEFFR� DB 6944 PG 345 WAY 84RNSTABLE &AR 28 PCL 48 "41:1 342 PLL 1 C4PE COD HO•SP. Cr 110SP/754L YARAfOUTH 0.16 sIC-f IAP 28 PCL 51 � C4PE ColoHOSP/T.4 v L &AR 28 PCL 47 � TOTAL /1.21 AC. t a4P 28 PCL D9 12623 PG 256 f / Y=4RhlOUTN MAP 28 PCL 39.1 C4PE COD HOSPITAL EXISTING LOT CONFIGURATION SCALE: 1 " = 80' CAPE COD /LOSPITAL JEFFR� CCH WAY tit 4P 28 PCL 49 DS 6944 PC 345 9L� PROPOSED LOT CONFIGURATION SCALE: 1 80 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 TO A'N OF YARMOUTH SUBDIVISION REGULATIONS AND/OR 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 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 6"4 SCH-40 PVC 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. 11. LOTS TO BE COMBINED WITH 81X 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 DENStil`. 14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE. I= . € T SITE PIAN m OF LAND IN YARMOUTH, MA 93 & 97 SAY VIEW STREET, WEST YARMOUTH N PREPARED FOR o CAPE COD HOSPITAL 27 PARK STREET, HYANNIS, MA. 02601 1 in ch = 20 ft. LEGEND / v CAPE COO Y0SP1IAL COrSlLglmrD LOT AREA -15- EXISTING CONTOUR /J�� 1.54 AC.f � �•� �� DECIDUOUS TREE +14.12 EXISTING SPOT ELEVATION 3" CAL. 2Q FINISH GRADE CONTOUR CONIFER 5' HIGH F-21.1-1 FINISH GRADE SPOT ELEV. 0r / &4P 28 PCL 45 09 12623 PG 256 HYDRANT O CATCH BASIN 0-0 9L� PROPOSED LOT CONFIGURATION SCALE: 1 80 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 TO A'N OF YARMOUTH SUBDIVISION REGULATIONS AND/OR 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 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 6"4 SCH-40 PVC 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. 11. LOTS TO BE COMBINED WITH 81X 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 DENStil`. 14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE. I= . € T SITE PIAN m OF LAND IN YARMOUTH, MA 93 & 97 SAY VIEW STREET, WEST YARMOUTH N PREPARED FOR o CAPE COD HOSPITAL 27 PARK STREET, HYANNIS, MA. 02601 1 in ch = 20 ft. LEGEND EL. 14 -15- EXISTING CONTOUR FIELD: DAO/ASL SCALE AS NOTED DECIDUOUS TREE +14.12 EXISTING SPOT ELEVATION 3" CAL. 2Q FINISH GRADE CONTOUR CONIFER 5' HIGH F-21.1-1 FINISH GRADE SPOT ELEV. SHRUB HCP SYMBOL M AJNHOLE HYDRANT O CATCH BASIN 0-0 POLE LIGHT r r : POST LIGHT T ® FLOW DIFFUSOR (1AITH COVER TO GRAPE) SCEE <I'-OOL (APPROX.) BENCHMARK C70, UTILITY POLE TM1 0 SOIL TEST EXISTING WATER MAIN - EXISTING GAS MAIN E EXISTING BURIED ELECTRIC FJ EXISTING U.G. FIBER OPTIC CABLE - Q EXISTING U.G. OXYGEN PIPING a EXISTING U.G. TELEPHONE NO` -E: NOT ALL SYMBOLS APPEAR ON DRAWING TH1. SOIL EVALUATOR: RICHARD FARBANK PE BOH: JERRY DUNNING I PERC RATE: <2 MIN/1N.1 DATE: 8-29-88 - EL. 13.5 0" LOAMY SAND TOP & SUB 12" Cl HORIZON CLEAN MEDIUM SAND & STONES D v USGS ADJUSTMENT: WELL• TSW-89 ZONE: A ADJUST.: 2.2' EL. 7.7 EL. 5.5 EL V. 5 X1 lmroRm NEW EX" IzLeBm )SE (1/2' ID) )UME SIRMID 12 GA 0 ANNE:A ED Tffr7ED MIRE EE MRAP. LhP DO DOWN > NOT STAPH STAKE EXIALLY SPADED ,JM TREE 2 1/2'x2 1/2'x10' 'ACID i' -Q" FRW TRUNK• 'AM DARK SRO". 'NO DRMEN AT ANrXE AND Aim vunrl L WITH m N 4'-0' BURIED W, I-, - ; - -� W. - o. )AM BURLAP FROM MP )61>A= SUB -GRADE x mix 11 Ill Ill r 1 - l im 12"X3" CAPE COD BERM 1" TOPCOAT MASS DPW TYPE t1 2" BINDER 12" PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED 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% DRY WEIGHT PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. . - -�. - PAV -MEN f C_ R_ 0e;S SEU 11 N NOT TO SCALE TH2 SOIL EVALUATOR- DANIEL A. OJALA PLS, SE TH3 SOIL EVALUATOR: DANIEL A OJALA PLS, SE EXCV. STQCCHETTI CONST. EXCV. STOCCHETTI CONST. PERC RATE: <2 MIN/IN. PERC RATE: <2 MIN/IN. DATE: 1-75-02 DATE: 1--25-02 EL. 14 0" EL. 10.33 ADJ. WATER EL. 7.9 AT EL 7.7' OBSERVED WATER 96" EL. 6.5 Cf A A SILL LOAMY SAND SANQY LOAM 1,OYR 3/2 0 HORIZON LOAMY SAND 1OYR 6/6 Cl HORIZON MEDIUM SAND 2.5Y 6/4 v 0 24` 44" EL10.16 ADJ. WATER AT EL 7.9 EL 7.9 (BSMNT. EL.) OBSERVED WATER 90" EL 6.5 i 20" USGS ADJUSTMENT: WELL:- MIW-29 ZONE: A 9.9' ADJUST.: 2.8' (USE 1.4) TEST HOLE LOGS FILL LOAMY SAND A SANDY LOAM 10YR 3/2 8 HORIZON LOAMY SAND 1OYR 6/6 Cl HORIZON MEDIUM SAND 2.5Y 6/4 D v 0 12" 24" 46" ADJ. WATER AT EL 7.9 OBSERVED WATER 90" 120" THA SOIL EVALUATOR: DANIEL A. OJALA PLS, SE EXCV- STOCCHETTI CONST. PEk RATE: <2 MIN/IN. DATE: 1-25-02 EL 14 EL. 8.0 FILL /TOPSOIL B HORIZON LOAMY SAND 1OYR 6/6 Cl HORIZON MEDIUM SAND 2.5Y 6/4 0 12" 44" 72" ADJUST TO GRADE WITH 2' I.D. H-20 RISERS v n AND BRICK COURSES WITH 3/8" MORTAR ,!DINTS r R.4t ELEV. 13.60 B D FRAVE IN FULL ADJUST TO GRADE 3/8" MIN. MORTAR BED. RIM ELEV. 14.75 WITH BRICK COURSES SEE PAVEMENT SECTION (TYP. ALL} WITH 3/8" MORTAR JOINTS CATCH BASIN F&G H-20 BED FRAME IN FULL LeBARON LF248-5 4 FLANGE H-20 FRAME & COVERS 3/8" MIN. MORTAR BED. OR EQUAL) (8" HILI -i FRAME) LeBr.RON" L8268-3 H-20 OR EQUAL (TYP. ALL) MANHOLE FRAME AND COVERS H-20 ECCENTRIC FLAT TOP SLAB LABELED "DRAIN" TO GRADE WHERE INDICATED 6"SCH-40 PVC 10" TOP STRUCTURE ELEV. 12.6 N e a 6"SCH-40 PVC 6" TO 4" 8.0 2" PEASTONE AND (2) REQ'D PER BASIN rRILL (2) -1"� - - (2) REQ'D PER IN 2.0' RTMPUCER X4 UNITS 2.0• FILTER FABRIC ° -_ -_--- HOLES EA ,4N OVER 3/4" STON£ iv a INV. 11.0 0 000 0 c o o o r� r� 0 0^ o O O 17 N 000 0000000000000000000 00000 00000000000000000 00 0 0� 0 3/4"-1-1/2" STONE -_-_-_-_- 18" SEDIMENT TRAP ELBOW o 0 0 0� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ca, o DOUBLE WASHED--- Q, (2) REQ'D ''ER BASIN o ------- INV. 10.2 5" PROPOSED FLOW DIFFUSOR D, AGE SYSTEM o BOTTOM STONE 4._0" 5" 4'-0" 0 (TYP. ALL) ELEV. 8.9' T7 6" D ADJ. WATER REMOVE KNOCKOUTS 6" AT EL. 7.9 BETWEEN STRUCTURES (TYP.) (8) H-20 FLOW DIFFUSOR'S IN BED CONFIGURATION o 4 STONE ALL AROUND, OVERALL DIMENSIONS 20' X 40' X 1.3' EFF. DEPTH ° CONCRETE: 4000 PSI MIN. AT 28 DAYS CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING/REINFORCING ETAH-20 DESIGN LOADING/REINFORCING DRAINAGE I ACME PRECAST OR EQUAL ACME PRECAST OR EQUAL CONCRETE MANHOLE (USED A5 CATCH BASIL''+�' CONCRETE MANHOLE (USED AS CATCH BASIN) BARRELS TO CONFORM TO ASTM C-478 SECTION BARRELS TO CONFORM TO ASTM C-478 (EXCEPT NO STEPS REQUIRED) (EXCEPT NO STEPS REOUIRFD) INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.) 1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTt0N 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. PROJECT OWNER: CAPE COD HOSPITAL C/O TERRANCE E. WHITTEMORE, CPE DIRECTOR OF FACILITIES MANAGEMENT CAPE COD HOSPITAL P.O. BOX 640 27 PARK STREET, HYANNIS, MA 02601 PH. 1-508-862-5104 FAX 1-508-862-7373 DRAFTER: DAO EL. 14 12' CHKD BY: AHO 24` 44" EL10.16 ADJ. WATER AT EL 7.9 EL 7.9 (BSMNT. EL.) OBSERVED WATER 90" EL 6.5 i 20" USGS ADJUSTMENT: WELL:- MIW-29 ZONE: A 9.9' ADJUST.: 2.8' (USE 1.4) TEST HOLE LOGS FILL LOAMY SAND A SANDY LOAM 10YR 3/2 8 HORIZON LOAMY SAND 1OYR 6/6 Cl HORIZON MEDIUM SAND 2.5Y 6/4 D v 0 12" 24" 46" ADJ. WATER AT EL 7.9 OBSERVED WATER 90" 120" THA SOIL EVALUATOR: DANIEL A. OJALA PLS, SE EXCV- STOCCHETTI CONST. PEk RATE: <2 MIN/IN. DATE: 1-25-02 EL 14 EL. 8.0 FILL /TOPSOIL B HORIZON LOAMY SAND 1OYR 6/6 Cl HORIZON MEDIUM SAND 2.5Y 6/4 0 12" 44" 72" ADJUST TO GRADE WITH 2' I.D. H-20 RISERS v n AND BRICK COURSES WITH 3/8" MORTAR ,!DINTS r R.4t ELEV. 13.60 B D FRAVE IN FULL ADJUST TO GRADE 3/8" MIN. MORTAR BED. RIM ELEV. 14.75 WITH BRICK COURSES SEE PAVEMENT SECTION (TYP. ALL} WITH 3/8" MORTAR JOINTS CATCH BASIN F&G H-20 BED FRAME IN FULL LeBARON LF248-5 4 FLANGE H-20 FRAME & COVERS 3/8" MIN. MORTAR BED. OR EQUAL) (8" HILI -i FRAME) LeBr.RON" L8268-3 H-20 OR EQUAL (TYP. ALL) MANHOLE FRAME AND COVERS H-20 ECCENTRIC FLAT TOP SLAB LABELED "DRAIN" TO GRADE WHERE INDICATED 6"SCH-40 PVC 10" TOP STRUCTURE ELEV. 12.6 N e a 6"SCH-40 PVC 6" TO 4" 8.0 2" PEASTONE AND (2) REQ'D PER BASIN rRILL (2) -1"� - - (2) REQ'D PER IN 2.0' RTMPUCER X4 UNITS 2.0• FILTER FABRIC ° -_ -_--- HOLES EA ,4N OVER 3/4" STON£ iv a INV. 11.0 0 000 0 c o o o r� r� 0 0^ o O O 17 N 000 0000000000000000000 00000 00000000000000000 00 0 0� 0 3/4"-1-1/2" STONE -_-_-_-_- 18" SEDIMENT TRAP ELBOW o 0 0 0� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ca, o DOUBLE WASHED--- Q, (2) REQ'D ''ER BASIN o ------- INV. 10.2 5" PROPOSED FLOW DIFFUSOR D, AGE SYSTEM o BOTTOM STONE 4._0" 5" 4'-0" 0 (TYP. ALL) ELEV. 8.9' T7 6" D ADJ. WATER REMOVE KNOCKOUTS 6" AT EL. 7.9 BETWEEN STRUCTURES (TYP.) (8) H-20 FLOW DIFFUSOR'S IN BED CONFIGURATION o 4 STONE ALL AROUND, OVERALL DIMENSIONS 20' X 40' X 1.3' EFF. DEPTH ° CONCRETE: 4000 PSI MIN. AT 28 DAYS CONCRETE: 4000 PSI MIN. AT 28 DAYS H-20 DESIGN LOADING/REINFORCING ETAH-20 DESIGN LOADING/REINFORCING DRAINAGE I ACME PRECAST OR EQUAL ACME PRECAST OR EQUAL CONCRETE MANHOLE (USED A5 CATCH BASIL''+�' CONCRETE MANHOLE (USED AS CATCH BASIN) BARRELS TO CONFORM TO ASTM C-478 SECTION BARRELS TO CONFORM TO ASTM C-478 (EXCEPT NO STEPS REQUIRED) (EXCEPT NO STEPS REOUIRFD) INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.) 1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTt0N 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. PROJECT OWNER: CAPE COD HOSPITAL C/O TERRANCE E. WHITTEMORE, CPE DIRECTOR OF FACILITIES MANAGEMENT CAPE COD HOSPITAL P.O. BOX 640 27 PARK STREET, HYANNIS, MA 02601 PH. 1-508-862-5104 FAX 1-508-862-7373 DRAFTER: DAO "ttt OF � .z�'�s� AORNE F{. �� ALj LLA tjo.3J792 E L A`"`•c �P`1K OF 4"Fss_ o�'\� ARNE OJH. No.2E334E c l ' " CHKD BY: AHO FIELD: DAO/ASL SCALE AS NOTED JANUARY_ 28, 2002 98-168.DWG I PH. 1-508-362-4541 FAX. ,1-508-362-9880 down Cape engineering, //-?C. Cl V1L ENGINEERS x LAND SURVEYORS 939 Main Street - YARMOU THPOR T, MASS.