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HomeMy WebLinkAboutDecision 3697r(D)MMONS I ONNfrl,Vrl-CANr. &.40-5-rMf LP 297 NOerll '5779 "'M0 FAXnk APGtbT EGrr M-fiffeF INC; 106 M.NN 5-rPjfffr 5TONC111V1, MA 02160 pti. /-781-43810p" FM. 1-781--f-PB-40 GWL JffNC7lNfCP. DOWN CAPE EN(51NJfMN(5 ING, 939 1114JN 5rpjffrr wilotirtiporr, MA0267f5 r/l.,)62-fJ541 FAX X2 -98W RECEIVED MAY 10 2001 TOWN OF YARMOUTH COARD OF APPEALS LEGEN 0 N n U J EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) 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/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. ANWYARMOUTH HEALTH REGULATIONS. 3. VERTICAL. DATUM IS NGVD29. 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD ( VARIANCE IS REQUESTED) 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. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. 60SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXALT DOWNSPOUT LOCATIONS. ORYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. 16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. EXISTING 44/ I�I EBM:36TO 4 OF C.B. III /ham O s �JKA A / y� 0'R O� 0, QJ TREE LINE REPRESENTS o� APPROXIMATE ON SITE OPEN SPACE OA AREA, SEE SHEET 2 FOR EXACT CONSERVATION RESTRICTION LINE 0 Nyy / 0J / ry0 � MAP 73 LAT 10 #484 WILLOW STREET COMMONWEALTH ELECTRIC y �J$ 72 II / MAP 83 LOT 22 - - - - �'`"���' N/FL,�1'11RMOUTH CAMPGROUND ASSOC. INC. EXISTING 10' WIDE DIRT ROAD 082755'05)"E" (WAY) _ - - - MAP 83 LOT 14 6' CHAIN LINK FENCE W/ GATEU.S.A C/O FAA 553.18' _�.1---- _-----'"' _ CO-) P3 (p,,B94O 6°. row S COU • U 6T? 3@ Aly O� \ \ CR 0)-p vs- f Oar°�) \ A(L fRO) (U,VCON Sly *4 Qaoh c OPEN S PACE LOT UTILITY POLE MAP 63 LOT ,3 PROPOSED 3' CAL. TREE PARKING TREE CONSERVATION RESTRICTION TO BE ENACTED OR BUFFER TREE AS REQ. © DRAINAGE MANHOLE C- GUY WIRE FIRE HYDRANT Gyp lJ GAS GATE ;2r LIGHT POLE 20' MAX. HT. ,S.p �V WATER GATE SEE PROP. GRADE GRADING ELECTR PLAN PROP. CONTOUR N SOIL TEST HOLE 0 N n U J EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) 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/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. ANWYARMOUTH HEALTH REGULATIONS. 3. VERTICAL. DATUM IS NGVD29. 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD ( VARIANCE IS REQUESTED) 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. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. 60SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXALT DOWNSPOUT LOCATIONS. ORYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. 16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. EXISTING 44/ I�I EBM:36TO 4 OF C.B. III /ham O s �JKA A / y� 0'R O� 0, QJ TREE LINE REPRESENTS o� APPROXIMATE ON SITE OPEN SPACE OA AREA, SEE SHEET 2 FOR EXACT CONSERVATION RESTRICTION LINE 0 Nyy / 0J / ry0 � MAP 73 LAT 10 #484 WILLOW STREET COMMONWEALTH ELECTRIC y �J$ 72 II / MAP 83 LOT 22 - - - - �'`"���' N/FL,�1'11RMOUTH CAMPGROUND ASSOC. INC. EXISTING 10' WIDE DIRT ROAD 082755'05)"E" (WAY) _ - - - MAP 83 LOT 14 6' CHAIN LINK FENCE W/ GATEU.S.A C/O FAA 553.18' _�.1---- _-----'"' _ CO-) P3 (p,,B94O 6°. row S COU • U 6T? 3@ Aly O� \ \ CR 0)-p vs- f Oar°�) \ A(L fRO) (U,VCON Sly *4 Qaoh c OPEN S PACE LOT MAP 63 LOT ,3 N/F DONALD F. CONSERVATION RESTRICTION TO BE ENACTED YARMOUTH CAMPGROUND HENDERSON LOT 2 2 131,102 SF ;2r 3.01 AC.t p C 0 O ELECTR N N Crt � (nrrI 1 J MAP 73 LOT 3 \ � N/F DONALD F. HENDERSON TREE LINE REPRESENTS APPROXIMATE ON SITE OPEN SPACE AREA, SEE SHEET 2 FOR EXACT CONSERVATION RESTRICTION LINE OT71 SF 6.40 AC.t - N 9Ag 2 m /�///m��Hj�/ / � - , rn rip/r r/r, GATE ry .,. x / APPROX. EXISTING FENC IN EXISTING OFFICE BUILDING J484 WILLOW STREET / COMMONWEALTH ELECTRIC / EXISTING O.H. ELECTRIC / / MAP 73 LOT 8 #484 WILLOW STREET / OMMONWEALTH ELECTRIC / / x 0 i 71.31' 10' BUFFEg-136.20'87'16'21" E / N 8715 21' E \ / OLD TOWN HOUSE ROAD \ UNCONSTRUCTED WAY ' / 60CO NTY LAYOUT \ MAP 73 LOT 7 / \ TOWN OF YA"OUTH \ 00, OF THE TOWN OF MAP 73 LOT 2 N/F DONALD F. HENDERSON 20� WATER EASEMENT - MAP 73 PCL 6 TOWN OF YARMOUTH ASSESSORS MAP 73 PORTION OF PCLS 8 & 10 (OLD 63 St + S6) & MAP 73 PCL 4 (OLD 63-C4) PLAN REF. LCP 37201B ZONING DISTRICT: B3 SETBACKS: 70' FRONT*, 70' SIDE*, 30' REAR MAX BUILDING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD MAX IMPERVIOUS COVERAGE: 707 GROUNDWATER OVERLAY DISTRICT:APD (SITE IS IN A ZONE IQ FLOODZONE: C (YAR. PANEL 3) EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY. PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) F3 WAREHOUSING (SELF -STORAGE FACILITY) PROPOSED BUILDING COVERAGE: 54,104/278,789 = 19.47 < 357 O.K. PAVEIWALKS IMPERVIOUS COVERAGE: 109,228/278,789 - 39.2% TOTAL IMPERVIOUS COVERAGE: 163,332/278,789 = 58.6% < 70% O.K. PARKING CALCULATIONS: OFFICE S SF X STORAGE USE. 40450 SFT( /600)= 67.41 SPACES REQUIRED 199.95 SPACES REQUIRED 200 SPACES PROVIDED (INCL. 7 ACCESSIBLE SPACES) TREE CALC: 200 SPACES X 1 TREE/8 CARS a 25 REQ. (27) 3' CALIPER PARKING TREES SHOWN SEPTIC CALCULATIONS: LOT 1 OFFICE 26508 (.075) - 1988 GPD (NO STORAGE FLOW) NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED USE 1988 GPD DESIGN FLOW USE 7000 GAL S/T (4500 AND 2400 GAL COMPARTMENTS) USE 3000 GAL P/C USE 30' X 90' LEACHING FIELD (.74)-1998 GPD > 1988 O.K. o EXIT 7 YARMOUTH CAMPGROUND MID CAPE HIGHWAY 2 ;2r LOCUS �� p C 0 O ELECTR �i QO � m LOCUS MAP SCALE 1" = 2083' MAP 73 LOT 2 N/F DONALD F. HENDERSON 20� WATER EASEMENT - MAP 73 PCL 6 TOWN OF YARMOUTH ASSESSORS MAP 73 PORTION OF PCLS 8 & 10 (OLD 63 St + S6) & MAP 73 PCL 4 (OLD 63-C4) PLAN REF. LCP 37201B ZONING DISTRICT: B3 SETBACKS: 70' FRONT*, 70' SIDE*, 30' REAR MAX BUILDING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD MAX IMPERVIOUS COVERAGE: 707 GROUNDWATER OVERLAY DISTRICT:APD (SITE IS IN A ZONE IQ FLOODZONE: C (YAR. PANEL 3) EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY. PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) F3 WAREHOUSING (SELF -STORAGE FACILITY) PROPOSED BUILDING COVERAGE: 54,104/278,789 = 19.47 < 357 O.K. PAVEIWALKS IMPERVIOUS COVERAGE: 109,228/278,789 - 39.2% TOTAL IMPERVIOUS COVERAGE: 163,332/278,789 = 58.6% < 70% O.K. PARKING CALCULATIONS: OFFICE S SF X STORAGE USE. 40450 SFT( /600)= 67.41 SPACES REQUIRED 199.95 SPACES REQUIRED 200 SPACES PROVIDED (INCL. 7 ACCESSIBLE SPACES) TREE CALC: 200 SPACES X 1 TREE/8 CARS a 25 REQ. (27) 3' CALIPER PARKING TREES SHOWN SEPTIC CALCULATIONS: LOT 1 OFFICE 26508 (.075) - 1988 GPD (NO STORAGE FLOW) NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED USE 1988 GPD DESIGN FLOW USE 7000 GAL S/T (4500 AND 2400 GAL COMPARTMENTS) USE 3000 GAL P/C USE 30' X 90' LEACHING FIELD (.74)-1998 GPD > 1988 O.K. I 0 / / /FLAG / 4 OPEN / BORDERING VEGETATED WETLAND SPACE /FLAG 2EU1 EATION BY DOWN CAPE ENGINEERING INC. / / 5 CONTACTS: FORMER OWNER: COMMONWEALTH ELECTRIC 484 WILLOW STREET W.YARMOUTH, MA 02673 OWNER/APPLICANT: BORNSTEIN COMPANIES GLADSTONE LP 297 NORTH STEET HYANNIS. MA 02601 PH. 775-9316 FAX. 775-6526 ARCHITECT: PETER F. DIMEO ASSOCIATES INC. 106 MAIN STREET STONEHAM, MA 02180 PH. 1-781-438-0900 FAX. 1-781-438-5940 CIVIL ENGINEER: DOWN CAPE ENGINEERING INC. 939 MAIN STREET YARMOUTHPORT, MA 02675 PH. 362-4541 FAX. 362-9880 OPEN SPACE CALCULATIONS: LOT AREA: 278,789 SF (0.65)=181,213 SF (4.16 AC.) OPEN SPACE REQUIRED ON SITE CONSV. RESTRICTED OPEN SPACE = 73,645 SF (1,69 AC.) OFF SITE CONSV. RESTRICTED OPEN SPACE REO. 107,568 SF (2.47 AC.) PROPOSED 131,102 SF (3.01 AC.) OFF SITE OPEN SPACE PARCEL TO BE PRESERVED ALONG WITH 73,645 SF (1.69 AC.) ON-SITE OPEN SPACE 204,747 SF+ (4.70 AC.+) TOTAL CONSV. REST. OPEN SPACE PROVIDED GENERAL ARRANGEMENT SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE: 1" = 40' DATE: 7-19-99 REVISED: 1-08-01 APR 2 7 2001 REVISED: 2-13-01 REVISED: 3-01-01 cru eee REVISED: 4-27-01 - 40 0 40 80 120 Feet PREPARED FOR: off 508-362-4541 fax 508 362-9660 BORNSTEIN COMPANIES 297 NORTH STREET I t HYANNIS, MA down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS SHEET 1 OF 3 939 main St. yarmouthport, ma 02675 o / I 0 / / /FLAG / 4 OPEN / BORDERING VEGETATED WETLAND SPACE /FLAG 2EU1 EATION BY DOWN CAPE ENGINEERING INC. / / 5 CONTACTS: FORMER OWNER: COMMONWEALTH ELECTRIC 484 WILLOW STREET W.YARMOUTH, MA 02673 OWNER/APPLICANT: BORNSTEIN COMPANIES GLADSTONE LP 297 NORTH STEET HYANNIS. MA 02601 PH. 775-9316 FAX. 775-6526 ARCHITECT: PETER F. DIMEO ASSOCIATES INC. 106 MAIN STREET STONEHAM, MA 02180 PH. 1-781-438-0900 FAX. 1-781-438-5940 CIVIL ENGINEER: DOWN CAPE ENGINEERING INC. 939 MAIN STREET YARMOUTHPORT, MA 02675 PH. 362-4541 FAX. 362-9880 OPEN SPACE CALCULATIONS: LOT AREA: 278,789 SF (0.65)=181,213 SF (4.16 AC.) OPEN SPACE REQUIRED ON SITE CONSV. RESTRICTED OPEN SPACE = 73,645 SF (1,69 AC.) OFF SITE CONSV. RESTRICTED OPEN SPACE REO. 107,568 SF (2.47 AC.) PROPOSED 131,102 SF (3.01 AC.) OFF SITE OPEN SPACE PARCEL TO BE PRESERVED ALONG WITH 73,645 SF (1.69 AC.) ON-SITE OPEN SPACE 204,747 SF+ (4.70 AC.+) TOTAL CONSV. REST. OPEN SPACE PROVIDED GENERAL ARRANGEMENT SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE: 1" = 40' DATE: 7-19-99 REVISED: 1-08-01 APR 2 7 2001 REVISED: 2-13-01 REVISED: 3-01-01 cru eee REVISED: 4-27-01 - 40 0 40 80 120 Feet PREPARED FOR: off 508-362-4541 fax 508 362-9660 BORNSTEIN COMPANIES 297 NORTH STREET I t HYANNIS, MA down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS SHEET 1 OF 3 939 main St. yarmouthport, ma 02675 LEGEND: UTILITY POLE PROPOSED 3" CAL. TREE PARKING TREE OR BUFFER TREE AS REQ. C- GUY WIRE FIRE HYDRANT O CATCH BASIN CIS° GAS GATE (partial) LIGHT POLE See 20' MAX. HT. lighting plan �V WATER GATE 38.34 PROP. GRADE PROP. CONTOUR TH5 SOIL TEST HOLE O DRAINAGE MANHOLE - E - ELECTRIC LINE -W- WATER LINE -G GAS LINE O ROOF DRYWELL 12"0 WATER MAIN LOCUS SIDE OF ROAD \ COORDINATE INSTALLATION WITH WATER & FIRE DEPTS. H6 H POINT S p 1I EOEVELEV. E74' NGVDD E L=315.36' I i e \ ` • • //��,, i 111 �'� II _ ' : ►'�tf:1t:S:>!\. - .. � �' ....� SR•• • STyr..25 15811 .313 7.27' S 67'ZO 5 E 38 67'20'25" TVP, ALL FRONTS) ._ 20' BUFF REGRADE AS SHOWN `* 1N 6" PVC AT (TYP.) _ --3000--GAL 5' SOIL REMOVAL o - X55.00' _-H--20- LIMIT I �- / V 0 3S 0 7 - - - -- - �� T LOT 1 LINE r -20 a I _ ______ o z fn CONSERVATION 2HCOMP. iA- _ _ SF 2.4 RESTRICTION (TVP.) R �tr 1 AR _ - - - - _30 90 LEACHING FIELD - C I Fp 6.40 AC.t LL fn -° _ = - -------9 IpM 38.63 m O I 70 _ _ _ _ J 20.00' I o - 39:67' - 0 II -t w P �� 3$5 1 nM 6" VC AT w 3t 50� -�� 8.17' o 7 10.0 SLAB cD Z 20.00 I 31 I i e \ ` • • //��,, i 111 �'� II _ ' : ►'�tf:1t:S:>!\. - .. � �' ....� SR•• • STyr..25 (Jr BLDG 2 D ONE .- •'7,425 SF,�IgLA - 55:00' ._ / 0 `* ` �4\ 6" PVC AT (TYP.) o - X55.00' I �- / V 0 3S 0 w / o z fn O M i SLAB r!} EN w LL fn Li z 38.63 m N J Co II -t w P (Jr BLDG 2 D ONE .- •'7,425 SF,�IgLA N I V) O 101.0' 24.0' Ln w Ljo u) rn 125.0' opo m z rn 35 COoa m M I "> E 't�, F&G 34.91 _ 3 ` • f r - E 7� v 38.0 O N w W w w _ r @ F yo 34 INV.'S 32.0 - - - - - M et M 38----- ,5°` 98-330 37.23 ''-� 3650 3 / / 131,102 SF / / 3.01 AC.t / 1\121 E l R-10 3.03 M $/ Goa cl R/1�6? 21 � PQ 1•y � yPo 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/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC .WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL AND YARMOU H IC WORK HEALTH MAT TER IALS TO ONS. CONFORM TO 310 CMR 15.00 TIRE 5. 3. VERTICAL DATUM IS NGVD29. 4. TOP VARIANCE 5 REQUESTED) S VARY . HIGH POINT IN ROAD / 1 i ' l ROPE 5. DESIGN LOADING FDR ALL PRECAST UNfTS TO BE AASHTO-1-120 UNLESS NOTED. GON 6, THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. B. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. Q�F'R 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10 CTIBCONCEALED WITHOUT ION BY BOA OFHEALTH AND PERMISSIONN OBTAI ED C INSPECTION D M FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. / 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. / ^ 6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. \ PROPOSED AINAGE TRENCHES M DRYWELLS 6' X 4' 600 GALLON LEACHPTfS WITH 4' WASHED STONE ALL AROUND (TYP,) G� INV. LEVEL T EL. 34.3 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. r- �PRaS �SF- 16. BASIN BAARS NINTOLOT BE INSPECTED ANNUALLY, SEDIMENT ST SNOWFALL. EM 0 ASOREQUI ED OF TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. P \NNPpOR��P QRO ! 11 ! - 55:00' ._ / 0 `* ` �4\ 6" PVC AT (TYP.) o - X55.00' I / 0 3S 0 w / o z fn O M i SLAB r!} EN w LL fn Li z 38.63 m N J Co II -t w P �� w J w v o SLAB cD Z 20.00 I Q N o 38.22 J w M ry� V1 0 CO - }+-1 _ V. O 37.8z 00 - c6 o ' � r o m ! LINE OF t1' '� CO 77 77 �I M = CONSERVA-ION I ao MM M � Of I RESTRICTICN I 0 z O L � O N (TYP,) a 0 Lo m I 0 20.00' 0 N I V) O 101.0' 24.0' Ln w Ljo u) rn 125.0' opo m z rn 35 COoa m M I "> E 't�, F&G 34.91 _ 3 ` • f r - E 7� v 38.0 O N w W w w _ r @ F yo 34 INV.'S 32.0 - - - - - M et M 38----- ,5°` 98-330 37.23 ''-� 3650 3 / / 131,102 SF / / 3.01 AC.t / 1\121 E l R-10 3.03 M $/ Goa cl R/1�6? 21 � PQ 1•y � yPo 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/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC .WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL AND YARMOU H IC WORK HEALTH MAT TER IALS TO ONS. CONFORM TO 310 CMR 15.00 TIRE 5. 3. VERTICAL DATUM IS NGVD29. 4. TOP VARIANCE 5 REQUESTED) S VARY . HIGH POINT IN ROAD / 1 i ' l ROPE 5. DESIGN LOADING FDR ALL PRECAST UNfTS TO BE AASHTO-1-120 UNLESS NOTED. GON 6, THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. B. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. Q�F'R 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. 10 CTIBCONCEALED WITHOUT ION BY BOA OFHEALTH AND PERMISSIONN OBTAI ED C INSPECTION D M FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. / 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. / ^ 6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. \ PROPOSED AINAGE TRENCHES M DRYWELLS 6' X 4' 600 GALLON LEACHPTfS WITH 4' WASHED STONE ALL AROUND (TYP,) G� INV. LEVEL T EL. 34.3 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. r- �PRaS �SF- 16. BASIN BAARS NINTOLOT BE INSPECTED ANNUALLY, SEDIMENT ST SNOWFALL. EM 0 ASOREQUI ED OF TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. P \NNPpOR��P QRO ! 11 ! N r • � 10. -w W , ¢61.36' / r , PROPOSED TRAPROCK INDICATED TRAPROCK APRON \ PROPOS PAVED S1 _ 4.5' Wl E ALONG SEE C OSS SEC ON PROV E WHEE TOP ALO SWALE (TYP.) �p SW LE SLO 0.5% N - 0 \\ PROPOSED GRASS LINED STORMWATER RETENTION AR�A -------- 72.3-- ____ 10 041 TRAP (FOREBAY) TO LINE & GRADE GRADING & UTILITIES TRAP (F & GRA) SITE PLAN TO LINE GRADE 4-27-01 DATE OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER 1 SCALE: 1" = 30' DATE: 7-19-99 1 REVISED: 1-08-01 REVISED: 2-13-01 REVISED: 3-01-01 / REVISED: 4-27-01 30 0 30 60 90 Feet PREPARED FOR: / BORNSTEIN COMPANIES / 297 NORTH STREET �F6G HYANNIS, MA I „ p,G off 508-362-4541 508 362-98BO j down cape engineering, inc. t CIVIL ENGINEERS LAND SURVEYORS 1 939 main st. yarmouthport, ma 02675 SHEET 2 OF 3 - 55:00' I / / ' M / w SLAB I` / SLAd I`% 37.8z ! 37.4 1' z = Lo n m w fn nr M V Q M r M/ p U• M rQ a36.9 SLAB M 0 M v •-- r / L0 I. w of too M O F En If) F- fn wr` o ! z p D YP. �l / E � w z E / 3 N r • � 10. -w W , ¢61.36' / r , PROPOSED TRAPROCK INDICATED TRAPROCK APRON \ PROPOS PAVED S1 _ 4.5' Wl E ALONG SEE C OSS SEC ON PROV E WHEE TOP ALO SWALE (TYP.) �p SW LE SLO 0.5% N - 0 \\ PROPOSED GRASS LINED STORMWATER RETENTION AR�A -------- 72.3-- ____ 10 041 TRAP (FOREBAY) TO LINE & GRADE GRADING & UTILITIES TRAP (F & GRA) SITE PLAN TO LINE GRADE 4-27-01 DATE OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER 1 SCALE: 1" = 30' DATE: 7-19-99 1 REVISED: 1-08-01 REVISED: 2-13-01 REVISED: 3-01-01 / REVISED: 4-27-01 30 0 30 60 90 Feet PREPARED FOR: / BORNSTEIN COMPANIES / 297 NORTH STREET �F6G HYANNIS, MA I „ p,G off 508-362-4541 508 362-98BO j down cape engineering, inc. t CIVIL ENGINEERS LAND SURVEYORS 1 939 main st. yarmouthport, ma 02675 SHEET 2 OF 3 PUMP INSTALLATION ATION 1- SEPTIC PUMPS SHALL MBE INSTALLED PUMPS IN STRICT CONFORMBE MYERS SRM AINCE WITH THE0 HP PUMPS MANUFACTURER SHALL PROVIDE THE (DESIGN SHOP OR M RIDRAWi GNG SNOFETHE ALL PUMPING EQUIPMENT T AND THE RFOR FOR APPROVAL. PUMP(S) ISRAVVASHALL ILABLE ATRTHE ISI'T�E, NOTE REQUIRED POWER SSTTEEL RAIL MOUNT REQ. CONTROLS: PUMP CONTROLS SHALL BE 2 E OFFICE IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED SOREQUIRED WITHIN hTO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON a. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SEPTIC CALCULATIONS: OFFICE 26508 (.075) = 1988 GPD (NO STORAGE FLOW) NOTE: 278789SF (440 GPD/40000 SF). 3066 GPD ALLOWED USE 1988 GPD DESIGN FLOW 2 COMPARTMENT TANK, 2X IX USE 6000 GAL S/T (4000 AND 2000 GAL COMPARTMENTSS USE 3000 GAL P/C USE 30' X 90' LEACHING FIELD (.74)=1998 GPD > 1988 O.K. SUBSTITIUTES FOR FAILED PUMP) 2.5' 2.5' d. PUMPS MUST ALTERNATE 4'pERF. SCH40 PVC LINES 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT I 30' SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RE WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE LEACHING BED SECTION SHOWING LATERAL SPACING ALARM MALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE SCALE: 1"=10' 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDINGS. ALARM TO BE ON PROPOSED 800 SF STORAGE OFFICE SLAB EL. 38.63 ' 34.5 B :•.�fi` 34.2 8 7, 4" SCH-40 PVC AT 2% FOUNDATION PARK 0.51 PROPOSED SLAB FOUNDATION FIRST FLOOR EL. FOUNDATION "_..1,. (TYP.) ' 10' 14' TEE TEE 1500 GAL H-20 u°°o°°o°°i SEPTIC TANK GS BAFFLE & 4' LIQ. LEVEL ZABEL .FILTER - ACME OR EQUAL A100 4 PUMP ON .. SEPARATE CIRCUIT FROM PUMP Lj ELECTRIC PERMIT REQUIRED "I.D.MANHOLE SEE DETAIL / 33.69 8 33.95 8 6' GRAVEL & MECH. 4" SCH-40 PVC AT 2% COMPACTION (TYP.) 3' AT 0.02 SEPTIC TANK 1500 GAL H-20 DEPTH OF FLOW s 4' SEPTIC TANK TEE SIZES: 4' LIQ. LEVEL ACME OR EQUAL INLET DEPTH - 10' OUTLET DEPTH - 14" "AAIV(Z _ CTn0ArC nE PROTECT. -�NSUv'.Tc'--;F- LESS COVER ccc eanvc 2'-10" 26' MANUF. LeBARON, BROCKTON, MA MODEL, LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" = T'-0" 32' 31 1 440 GAL RESERVErICHECK (TYP.) ADJUSTING BLOCKS/H-20 jIn / Y/ u°°o°°o°°i I'W29* 3" H ALARM ONLVE J 1200 HDPE PIPE ELBOW GAL I TYP, 440'± TO SEPTIC TANK 4' MIN. PEASTONE 4 PUMP ON AND MIRAFI 14DNS o�o�e�sae HOLE MAINTAIN FROST SHOREY OR EQUAL PUMP OFFPROTECTION 2 OX6"-8" SHOREY SOLID SOIL LOGS, THE 8 LAYER MUST BE (4) LOxI/UpMSWITCH REMOVED 5' LATERALLY ALL AROUND 4" WORKING RANGE -FRAME AND GRATE oaQOQoo°o°o°o°°000°o°o°o°o°o°o°o°°°0000aoa00000000 -_.-.. TINGS: FET AS SHOWN•... 6' GRAVEL & MECH. SCALE: 3/4` 1'-0' \ MINIMUM WEIGHT: 388 LBS. COMPACTION (TYPJ \ PUMP CHAMBER DUAL MYERS SRM4 3(O HP PUMPS 3/4' - 1 1/2" MOUNT ON MYERS CHAIN PULL STAINLESS 1000 GAL H-20 STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS) PUMP CHAMBER 4' LIQ. LEVEL 4' MIN. AROUND PIT ACME OR EQUAL 7000 GAL ST 10'X17' ACME LOW PROFILE OR EQUAL DEPTH OF FLOW - TEE SIZES: INLET DEPTH - 10" OUTLET DEPTH - 29' PAVED SWALE SECTION A -A SCALE: N.T.S. 8" H-20 F&C I 9 I 41 a� CLEAN COMPACTED '� o SAND z V-07 X 6'e (TYP.) ADJUSTING BLOCKS/H-20 jIn MORTAR ALL COMPONENT'S oil u°°o°°o°°i I'W29* TEE 11 ry1714500 J 1200 HDPE PIPE ELBOW GAL I 00000eooe 4' MIN. PEASTONE 00000°op°oo o 0 0 7000 GAL ST 10'X17' ACME LOW PROFILE OR EQUAL DEPTH OF FLOW - TEE SIZES: INLET DEPTH - 10" OUTLET DEPTH - 29' PAVED SWALE SECTION A -A SCALE: N.T.S. 8" H-20 F&C I 9 I 41 a� CLEAN COMPACTED '� o SAND z V-07 X 6'e 198-330 ALARM AND TO BE INSL BUILDING. SEPARATE C PI INMP 24'H-20 CAST IRON COVER MECHANICAL COMPACTION & 6' STONE (TYP.) 310 CMR 15.228(1) 3000 GAL PUMP CHAMBER 7'X17' ACME LOW PROFILE OR EQUAL WIDTH VARIES BOTTOM WIDTH VARIES CHAIN UNK FENCE AROUND REEENTION BASIN. q BLACK PLASTIC COATED UNKS. q I r� v LOAM & SEED DISTURBED AREAS (TYP.) HYDROSEED BASIN AREA PROPOSED GRASS UNE RETENTION BASIN 1 °O °° BOTTOM AREA AS SHOWN ON PLAN, 3:1 SIDES 1 I °0 EXCAVATE TO LINE & GRADE SHOWN ON PLAN °0 4" LOAM & HYDROSEEDLINING 0° CONC. 1 ON BOTTOM AND SIDE SLOPES. BASE TO `.. ... .. °0 ° MANUF. SPEC 3 °O 0„ ANY/TOP&SUBSOIL (A & 8 HORIZONS) FROM NEATH RETENTION BASIN BELOW CONTOUR 35 AND REPLACE WITH CLEAN SAND. COVER WITH 4" L AND HYDROSEED BASIN AREA MIRAFI 1401 FABRIC OVER OVERLAP 12' DRILL (2) 1 "0 HOLES 4" PEAS -TONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS CORRUGATED HDPE PIPE (TYPA ADS N-12 OR EQUAL 75"-1.50 DOUBLE WASHED STONE `2 ALL UNSUITABLE MATERIALS TO BE REMOVED 4• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT. UNSUITABLE SUBSOIL AVERAGED 3' DEPTH. ' TRENCH CROSS SECTION NTS TMT TH2 - SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S. TH3 TH4 GOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P.L.S., SE WITNESS: KELDA WELCH DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P -LS., SE (BOH) WITNESS: KELDA WELCH BOH DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING EXCV. WAY 22(19990LOTTI} (BORTOLOTTI( ) EXCV. STEVE VAUGHN(80RTOLOTi1} EATS: SCOTT ) DATE: 7-2-99 2 PM EXCV, STEVE VAUGHN(BORTOLOTTI DATE: MAY 22 1999 DATE: 7-2-99 2 PM ) 0-2" 0 ORGANIC 10YR3/2 0-3" O ORGANIC 10YR3/2 0-2 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR2/1 2-5' A LOAMY SAND t0YR4 4 3-8" A LOAMY SAND 10YR4 4 2-4" A LOAMY SAND 10YR5/2 2-4" A LOAMY SAND 10YR3/2 5-38' 8 LOAMY SAND 10YR6� 8-30" B LOAMY SAND IOYR5� 4-36" B LOAMY SAND 2.5Y7/6 38-66" C1 M/CSAN SAND 2.576/6 30-48` C1 M C SAND 2.5Y6 6 10% GRAVEL 60 _60" C1 M/F SAND 2.577�4 (LOWER 12" 10YR3 2 4-36' B LOAMY SAND 2.5Y7/6 66-78" C2 SANDY LOAM yR5/6/6 (FIRM, UNSUITABLE / 84" C2 LOAMY SAND 2,578 4 (REMOVE C2 FOR R3/2' 36-66- 66' 66- C1 SILT LOAM 2.556/44 (UNSUITABLE, REMOVE) 78-144"C3 M/C SANG 10YR5/6 ) 48-68' C2 M D SAND 2.577/3 84'-132" C3 M/C SAND 2.5Y7//fi 68--168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10' OK FOR SAS) 78`-138• C3 M/C SAND 2.5Y7/6 GROUNDWATER FOUND AT 10.8' GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE NO GROUNDWATER FOUND UNSUITABLE; REMOVE NO GROUNDWATER FOUND EL 37,1rA 0" EL 37.7 0" EL. 37.7 0" 2" 0 3. 0 2.EL 367 M66* 0' 5' A 8" A 4"2' ZONE E EL. 33.9AIW247 4/99 23.9 -ZONE D-5.3 EL 35.25 B ZONE E B 4"38" 30" AIW247 4/99 23.9 -ZONE D-5.3 EL• 34.7 38"AIW230 4/99 23.5 ZONE E-4.5 AIW230 4/99 23.5 ZONE E-4.5 EL. 33.36' USE 5.3' ADJ. C1 USE 5.3' ADJ. C1 EL 33.75 48" EL. 32.7 60" EL 3212 C2 BOTTOM PERC AT 46' C2 EL 31.64 _ ADJ. WATER BOTTOM PERC AT 4 EL. 32.08 68" 24 GAL POURED EL 30.70 84" EL 29.70 C2 84" C2 24 GAL POURED IN 4:30 6 AT 10:30 <2 MIN/IN EL 30.64 78" <2 MIN/IN EL 31.05 _ ADJ. WATER 5.3' C3 5.3' C3 C3 C3 EL 26.34 _ OBSV, WATER AT 10.8' EL 25.75 _ OBSV. WATER AT 12.0' EL 25.14 1440 EL 23.75 L 168' EL. 26.7 132` EL. 25.2 138' TH5 SOIL EVALUATOR: DAN OJALA P,LS., SE TH7 DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L,S., SE TH8 EXCV. STEVE VAUGHN(BORTOLOTTI) TH6 (AUGER HOLE) DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L.S., SE DATE: 7-2-99 2 PM SOILEVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) DOWN CAPE ENGINEERING 0-2' 0 ORGANIC 10YR2/1 DOWN CAPE ENGINEERING DATE: 7-2_99 2 PM EXCV. STEVE VAUGHN(BORTOLOTTI) DATE: 4-27-99 2 PM DATE: 7-2-99 2 PM 2-4' A LOAMY SAND .5 �/2 0-3' 0/A LOAMY SAND 10YR3/2 0-2' 0/A LOAMY SAND 10YR4 4-36' B LOAMY SAND 2.577 6 0-1" O ORGANIC 1OYR2 3-5` E LOAMY SAND 10YR7 2-4` E LOAMY SAND t0YR6/1 36-66" Cl MIL SAND 2.576/4 (TRACE SILT) /1 5-34" 8 LOAMY SAND IOY7 8/2 /2 66'-13 C2 SILT LOAM 2.57/4 (UNSUITABLE, REMOVE) 1-3 A LOAMY SAND 10YR3 2 34-132" C1 MED SAND 2.SY7/4 4-36" B LOAMY SAND 10YR6/6 VARIGATED COLORS AT 840 72'-138' C3 M/C SANG 2.576/4 3-38' B 10AM1Y SAND 10YR6� 10% GRAVEL 36-132' C1 M/C SAND 2.577/6 NO GROUNDWATER FOUND 36-126" Cl M/C SAND 2,5Y7/6 10% GRAVEL GROUNDWATER AT 10.5' GROUNDWATER AT 10.6' EL 38.0 0' EL 36.9 0 0' 2' A 4' A 3' EL 35.44 0/A 3. EL 36.20 0" 8 ZONE E E 0/A 2. 8 EL. 33.9 36" AIW247 4/99 23.9 -ZONE D-5.3 5" E 4' EL. 35.0 36- AIW230 4/99 23.5 ZONE E-4.5 B ZONE E 8 Ci USE 5.3' ADJ. EL. 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0 ZONE E C1 AIW230 6/99 23.9 ZONE E-5.1 EL. 33.20 38" AIW247 6/99 24.3 -ZONE D-6.0 EL 32.5 66' USE 6.0' ADJ. AIW230 6/99 23.9 ZONE E-5.1 EL 32.0 C2 72" USE fi.0' ADJ, EL 31.8 _ ADJ, WATER Ct BOTTOM PERC AT 78` Ci 24 GAL IN 8:30 I3 EL. 30,94 _ ADJ• WATER <2 MIN/IN EL 31.60 _ ADJ WATER EL 26.5 STAINLESS SCALE N.T.S. 138" VARIES PAVED SWALE OR TRAPROCK APRON AS NOTE SLOTTED H-20 12"0 HDPE ADS N-12 OR EO POLYETHYLENE FLARED END SECTION ADS OR EQUAL 6" TRAPROCK APRONS INV. 34 3, SCALE: N.T (TYP.) ADJUSTING BLOCKS/H-20 RISERRISER MORTAR ALL COMPONENT'S CDP.) u°°o°°o°°i .0 8.'"o p.: p O O, N1 NI J 1200 HDPE PIPE ELBOW \ 00000eooe 4' MIN. PEASTONE 00000°op°oo o 0 0 AND MIRAFI 14DNS o�o�e�sae FABRIC OVER STONE 198-330 ALARM AND TO BE INSL BUILDING. SEPARATE C PI INMP 24'H-20 CAST IRON COVER MECHANICAL COMPACTION & 6' STONE (TYP.) 310 CMR 15.228(1) 3000 GAL PUMP CHAMBER 7'X17' ACME LOW PROFILE OR EQUAL WIDTH VARIES BOTTOM WIDTH VARIES CHAIN UNK FENCE AROUND REEENTION BASIN. q BLACK PLASTIC COATED UNKS. q I r� v LOAM & SEED DISTURBED AREAS (TYP.) HYDROSEED BASIN AREA PROPOSED GRASS UNE RETENTION BASIN 1 °O °° BOTTOM AREA AS SHOWN ON PLAN, 3:1 SIDES 1 I °0 EXCAVATE TO LINE & GRADE SHOWN ON PLAN °0 4" LOAM & HYDROSEEDLINING 0° CONC. 1 ON BOTTOM AND SIDE SLOPES. BASE TO `.. ... .. °0 ° MANUF. SPEC 3 °O 0„ ANY/TOP&SUBSOIL (A & 8 HORIZONS) FROM NEATH RETENTION BASIN BELOW CONTOUR 35 AND REPLACE WITH CLEAN SAND. COVER WITH 4" L AND HYDROSEED BASIN AREA MIRAFI 1401 FABRIC OVER OVERLAP 12' DRILL (2) 1 "0 HOLES 4" PEAS -TONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS CORRUGATED HDPE PIPE (TYPA ADS N-12 OR EQUAL 75"-1.50 DOUBLE WASHED STONE `2 ALL UNSUITABLE MATERIALS TO BE REMOVED 4• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT. UNSUITABLE SUBSOIL AVERAGED 3' DEPTH. ' TRENCH CROSS SECTION NTS TMT TH2 - SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S. TH3 TH4 GOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P.L.S., SE WITNESS: KELDA WELCH DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P -LS., SE (BOH) WITNESS: KELDA WELCH BOH DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING EXCV. WAY 22(19990LOTTI} (BORTOLOTTI( ) EXCV. STEVE VAUGHN(80RTOLOTi1} EATS: SCOTT ) DATE: 7-2-99 2 PM EXCV, STEVE VAUGHN(BORTOLOTTI DATE: MAY 22 1999 DATE: 7-2-99 2 PM ) 0-2" 0 ORGANIC 10YR3/2 0-3" O ORGANIC 10YR3/2 0-2 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR2/1 2-5' A LOAMY SAND t0YR4 4 3-8" A LOAMY SAND 10YR4 4 2-4" A LOAMY SAND 10YR5/2 2-4" A LOAMY SAND 10YR3/2 5-38' 8 LOAMY SAND 10YR6� 8-30" B LOAMY SAND IOYR5� 4-36" B LOAMY SAND 2.5Y7/6 38-66" C1 M/CSAN SAND 2.576/6 30-48` C1 M C SAND 2.5Y6 6 10% GRAVEL 60 _60" C1 M/F SAND 2.577�4 (LOWER 12" 10YR3 2 4-36' B LOAMY SAND 2.5Y7/6 66-78" C2 SANDY LOAM yR5/6/6 (FIRM, UNSUITABLE / 84" C2 LOAMY SAND 2,578 4 (REMOVE C2 FOR R3/2' 36-66- 66' 66- C1 SILT LOAM 2.556/44 (UNSUITABLE, REMOVE) 78-144"C3 M/C SANG 10YR5/6 ) 48-68' C2 M D SAND 2.577/3 84'-132" C3 M/C SAND 2.5Y7//fi 68--168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10' OK FOR SAS) 78`-138• C3 M/C SAND 2.5Y7/6 GROUNDWATER FOUND AT 10.8' GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE NO GROUNDWATER FOUND UNSUITABLE; REMOVE NO GROUNDWATER FOUND EL 37,1rA 0" EL 37.7 0" EL. 37.7 0" 2" 0 3. 0 2.EL 367 M66* 0' 5' A 8" A 4"2' ZONE E EL. 33.9AIW247 4/99 23.9 -ZONE D-5.3 EL 35.25 B ZONE E B 4"38" 30" AIW247 4/99 23.9 -ZONE D-5.3 EL• 34.7 38"AIW230 4/99 23.5 ZONE E-4.5 AIW230 4/99 23.5 ZONE E-4.5 EL. 33.36' USE 5.3' ADJ. C1 USE 5.3' ADJ. C1 EL 33.75 48" EL. 32.7 60" EL 3212 C2 BOTTOM PERC AT 46' C2 EL 31.64 _ ADJ. WATER BOTTOM PERC AT 4 EL. 32.08 68" 24 GAL POURED EL 30.70 84" EL 29.70 C2 84" C2 24 GAL POURED IN 4:30 6 AT 10:30 <2 MIN/IN EL 30.64 78" <2 MIN/IN EL 31.05 _ ADJ. WATER 5.3' C3 5.3' C3 C3 C3 EL 26.34 _ OBSV, WATER AT 10.8' EL 25.75 _ OBSV. WATER AT 12.0' EL 25.14 1440 EL 23.75 L 168' EL. 26.7 132` EL. 25.2 138' TH5 SOIL EVALUATOR: DAN OJALA P,LS., SE TH7 DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L,S., SE TH8 EXCV. STEVE VAUGHN(BORTOLOTTI) TH6 (AUGER HOLE) DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L.S., SE DATE: 7-2-99 2 PM SOILEVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) DOWN CAPE ENGINEERING 0-2' 0 ORGANIC 10YR2/1 DOWN CAPE ENGINEERING DATE: 7-2_99 2 PM EXCV. STEVE VAUGHN(BORTOLOTTI) DATE: 4-27-99 2 PM DATE: 7-2-99 2 PM 2-4' A LOAMY SAND .5 �/2 0-3' 0/A LOAMY SAND 10YR3/2 0-2' 0/A LOAMY SAND 10YR4 4-36' B LOAMY SAND 2.577 6 0-1" O ORGANIC 1OYR2 3-5` E LOAMY SAND 10YR7 2-4` E LOAMY SAND t0YR6/1 36-66" Cl MIL SAND 2.576/4 (TRACE SILT) /1 5-34" 8 LOAMY SAND IOY7 8/2 /2 66'-13 C2 SILT LOAM 2.57/4 (UNSUITABLE, REMOVE) 1-3 A LOAMY SAND 10YR3 2 34-132" C1 MED SAND 2.SY7/4 4-36" B LOAMY SAND 10YR6/6 VARIGATED COLORS AT 840 72'-138' C3 M/C SANG 2.576/4 3-38' B 10AM1Y SAND 10YR6� 10% GRAVEL 36-132' C1 M/C SAND 2.577/6 NO GROUNDWATER FOUND 36-126" Cl M/C SAND 2,5Y7/6 10% GRAVEL GROUNDWATER AT 10.5' GROUNDWATER AT 10.6' EL 38.0 0' EL 36.9 0 0' 2' A 4' A 3' EL 35.44 0/A 3. EL 36.20 0" 8 ZONE E E 0/A 2. 8 EL. 33.9 36" AIW247 4/99 23.9 -ZONE D-5.3 5" E 4' EL. 35.0 36- AIW230 4/99 23.5 ZONE E-4.5 B ZONE E 8 Ci USE 5.3' ADJ. EL. 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0 ZONE E C1 AIW230 6/99 23.9 ZONE E-5.1 EL. 33.20 38" AIW247 6/99 24.3 -ZONE D-6.0 EL 32.5 66' USE 6.0' ADJ. AIW230 6/99 23.9 ZONE E-5.1 EL 32.0 C2 72" USE fi.0' ADJ, EL 31.8 _ ADJ, WATER Ct BOTTOM PERC AT 78` Ci 24 GAL IN 8:30 I3 EL. 30,94 _ ADJ• WATER <2 MIN/IN EL 31.60 _ ADJ WATER EL 26.5 STAINLESS SCALE N.T.S. 138" VARIES PAVED SWALE OR TRAPROCK APRON AS NOTE SLOTTED H-20 12"0 HDPE ADS N-12 OR EO POLYETHYLENE FLARED END SECTION ADS OR EQUAL 6" TRAPROCK APRONS INV. 34 3, SCALE: N.T L- -. - - -. _ _r aoa0000ao H-20 800 GAL. (TYP.) 0 0 o 0:,: u°°o°°o°°i .0 8.'"o p.: p O oo°°Qooaooa J 1200 HDPE PIPE ELBOW NOTE: IF INVERT OF DRYWELL IS ABOVE oO°°o° °o°° Y LEACHPIT 00000°op°oo o 0 0 12"e HDPE ELEVATION OF NATURAL C1 HORIZON ON LEVEL BETWEEN BASINS SHOREY OR EQUAL INVERTS LISTED ON PLAN OX6"-8" SHOREY SOLID SOIL LOGS, THE 8 LAYER MUST BE BASIN H-20 OR EQUAL REMOVED 5' LATERALLY ALL AROUND Spon o^oma 00000a000 BASIN TO DEPTH OF C1 HORIZON AND oaQOQoo°o°o°o°°000°o°o°o°o°o°o°o°°°0000aoa00000000 REPLACED WITH CLEAN COARSE COMPACTED SAND. \\\ REMOVE ANY OTHER UNSUITABLE MATERIAL \ 3/4' - 1 1/2" ENCOUNTERED FOR 5' AROUND AND UNDER \ DOUBLE WASHED STONE LEACHING STRUCTURES. 4' MIN. AROUND PIT & 6" UNDER PR ROOF DRAIN SECTION NOT TO SCALE 198-330 ALARM AND TO BE INSL BUILDING. SEPARATE C PI INMP 24'H-20 CAST IRON COVER MECHANICAL COMPACTION & 6' STONE (TYP.) 310 CMR 15.228(1) 3000 GAL PUMP CHAMBER 7'X17' ACME LOW PROFILE OR EQUAL WIDTH VARIES BOTTOM WIDTH VARIES CHAIN UNK FENCE AROUND REEENTION BASIN. q BLACK PLASTIC COATED UNKS. q I r� v LOAM & SEED DISTURBED AREAS (TYP.) HYDROSEED BASIN AREA PROPOSED GRASS UNE RETENTION BASIN 1 °O °° BOTTOM AREA AS SHOWN ON PLAN, 3:1 SIDES 1 I °0 EXCAVATE TO LINE & GRADE SHOWN ON PLAN °0 4" LOAM & HYDROSEEDLINING 0° CONC. 1 ON BOTTOM AND SIDE SLOPES. BASE TO `.. ... .. °0 ° MANUF. SPEC 3 °O 0„ ANY/TOP&SUBSOIL (A & 8 HORIZONS) FROM NEATH RETENTION BASIN BELOW CONTOUR 35 AND REPLACE WITH CLEAN SAND. COVER WITH 4" L AND HYDROSEED BASIN AREA MIRAFI 1401 FABRIC OVER OVERLAP 12' DRILL (2) 1 "0 HOLES 4" PEAS -TONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS CORRUGATED HDPE PIPE (TYPA ADS N-12 OR EQUAL 75"-1.50 DOUBLE WASHED STONE `2 ALL UNSUITABLE MATERIALS TO BE REMOVED 4• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT. UNSUITABLE SUBSOIL AVERAGED 3' DEPTH. ' TRENCH CROSS SECTION NTS TMT TH2 - SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S. TH3 TH4 GOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P.L.S., SE WITNESS: KELDA WELCH DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P -LS., SE (BOH) WITNESS: KELDA WELCH BOH DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING EXCV. WAY 22(19990LOTTI} (BORTOLOTTI( ) EXCV. STEVE VAUGHN(80RTOLOTi1} EATS: SCOTT ) DATE: 7-2-99 2 PM EXCV, STEVE VAUGHN(BORTOLOTTI DATE: MAY 22 1999 DATE: 7-2-99 2 PM ) 0-2" 0 ORGANIC 10YR3/2 0-3" O ORGANIC 10YR3/2 0-2 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR2/1 2-5' A LOAMY SAND t0YR4 4 3-8" A LOAMY SAND 10YR4 4 2-4" A LOAMY SAND 10YR5/2 2-4" A LOAMY SAND 10YR3/2 5-38' 8 LOAMY SAND 10YR6� 8-30" B LOAMY SAND IOYR5� 4-36" B LOAMY SAND 2.5Y7/6 38-66" C1 M/CSAN SAND 2.576/6 30-48` C1 M C SAND 2.5Y6 6 10% GRAVEL 60 _60" C1 M/F SAND 2.577�4 (LOWER 12" 10YR3 2 4-36' B LOAMY SAND 2.5Y7/6 66-78" C2 SANDY LOAM yR5/6/6 (FIRM, UNSUITABLE / 84" C2 LOAMY SAND 2,578 4 (REMOVE C2 FOR R3/2' 36-66- 66' 66- C1 SILT LOAM 2.556/44 (UNSUITABLE, REMOVE) 78-144"C3 M/C SANG 10YR5/6 ) 48-68' C2 M D SAND 2.577/3 84'-132" C3 M/C SAND 2.5Y7//fi 68--168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10' OK FOR SAS) 78`-138• C3 M/C SAND 2.5Y7/6 GROUNDWATER FOUND AT 10.8' GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE NO GROUNDWATER FOUND UNSUITABLE; REMOVE NO GROUNDWATER FOUND EL 37,1rA 0" EL 37.7 0" EL. 37.7 0" 2" 0 3. 0 2.EL 367 M66* 0' 5' A 8" A 4"2' ZONE E EL. 33.9AIW247 4/99 23.9 -ZONE D-5.3 EL 35.25 B ZONE E B 4"38" 30" AIW247 4/99 23.9 -ZONE D-5.3 EL• 34.7 38"AIW230 4/99 23.5 ZONE E-4.5 AIW230 4/99 23.5 ZONE E-4.5 EL. 33.36' USE 5.3' ADJ. C1 USE 5.3' ADJ. C1 EL 33.75 48" EL. 32.7 60" EL 3212 C2 BOTTOM PERC AT 46' C2 EL 31.64 _ ADJ. WATER BOTTOM PERC AT 4 EL. 32.08 68" 24 GAL POURED EL 30.70 84" EL 29.70 C2 84" C2 24 GAL POURED IN 4:30 6 AT 10:30 <2 MIN/IN EL 30.64 78" <2 MIN/IN EL 31.05 _ ADJ. WATER 5.3' C3 5.3' C3 C3 C3 EL 26.34 _ OBSV, WATER AT 10.8' EL 25.75 _ OBSV. WATER AT 12.0' EL 25.14 1440 EL 23.75 L 168' EL. 26.7 132` EL. 25.2 138' TH5 SOIL EVALUATOR: DAN OJALA P,LS., SE TH7 DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L,S., SE TH8 EXCV. STEVE VAUGHN(BORTOLOTTI) TH6 (AUGER HOLE) DOWN CAPE ENGINEERING SOIL EVALUATOR: DAN OJALA P,L.S., SE DATE: 7-2-99 2 PM SOILEVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) DOWN CAPE ENGINEERING 0-2' 0 ORGANIC 10YR2/1 DOWN CAPE ENGINEERING DATE: 7-2_99 2 PM EXCV. STEVE VAUGHN(BORTOLOTTI) DATE: 4-27-99 2 PM DATE: 7-2-99 2 PM 2-4' A LOAMY SAND .5 �/2 0-3' 0/A LOAMY SAND 10YR3/2 0-2' 0/A LOAMY SAND 10YR4 4-36' B LOAMY SAND 2.577 6 0-1" O ORGANIC 1OYR2 3-5` E LOAMY SAND 10YR7 2-4` E LOAMY SAND t0YR6/1 36-66" Cl MIL SAND 2.576/4 (TRACE SILT) /1 5-34" 8 LOAMY SAND IOY7 8/2 /2 66'-13 C2 SILT LOAM 2.57/4 (UNSUITABLE, REMOVE) 1-3 A LOAMY SAND 10YR3 2 34-132" C1 MED SAND 2.SY7/4 4-36" B LOAMY SAND 10YR6/6 VARIGATED COLORS AT 840 72'-138' C3 M/C SANG 2.576/4 3-38' B 10AM1Y SAND 10YR6� 10% GRAVEL 36-132' C1 M/C SAND 2.577/6 NO GROUNDWATER FOUND 36-126" Cl M/C SAND 2,5Y7/6 10% GRAVEL GROUNDWATER AT 10.5' GROUNDWATER AT 10.6' EL 38.0 0' EL 36.9 0 0' 2' A 4' A 3' EL 35.44 0/A 3. EL 36.20 0" 8 ZONE E E 0/A 2. 8 EL. 33.9 36" AIW247 4/99 23.9 -ZONE D-5.3 5" E 4' EL. 35.0 36- AIW230 4/99 23.5 ZONE E-4.5 B ZONE E 8 Ci USE 5.3' ADJ. EL. 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0 ZONE E C1 AIW230 6/99 23.9 ZONE E-5.1 EL. 33.20 38" AIW247 6/99 24.3 -ZONE D-6.0 EL 32.5 66' USE 6.0' ADJ. AIW230 6/99 23.9 ZONE E-5.1 EL 32.0 C2 72" USE fi.0' ADJ, EL 31.8 _ ADJ, WATER Ct BOTTOM PERC AT 78` Ci 24 GAL IN 8:30 I3 EL. 30,94 _ ADJ• WATER <2 MIN/IN EL 31.60 _ ADJ WATER EL 26.5 STAINLESS SCALE N.T.S. 138" VARIES PAVED SWALE OR TRAPROCK APRON AS NOTE SLOTTED H-20 12"0 HDPE ADS N-12 OR EO POLYETHYLENE FLARED END SECTION ADS OR EQUAL 6" TRAPROCK APRONS INV. 34 3, SCALE: N.T NOT TO SCALE EL 26.5 I -I -II -a OBSV. WATER AT 10.4' EL 26.4 Ila" 6.0' EL. 24.94 _ 126' EL. 23.55 132" EL 25.60 _ 127" EL 25.20 132' FrINSECT NOTE: ADDITIONAL TEST HOLES TO BE PERFORMED REEN RESULTS WILL BE ADDED TO PLANS WITH ADDENDUM. , MA SEE CROSS SECTION 12" X 3' 1' TOPCOAT MASS DPW CCBERM TYPE 11 2" BINDER 12' PRISED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP &SUBSOIL COMPACT SUBBASE T CROSS SECTION NOT TO SCALE I ' REMOVE ALL A AND 8 HORI� Zp�=ASEMEFrE ANDR UNSUITABLE SOILS ENCOUTERED BELO j S P VEMENT CROSS SECTION N LATERALLY IN ALL DIRECTIONS FROM ETER SOLID 12" OH -20 OF THE SAS AND REPLACE WITH CLEACIFIED CPP: SLOPE AS NOTE IN 310 CMR 15.255 "CONSTRUCTION INVERTS a COMPACT BACKFILL '• t AROUND PIPE ! REMOVE TO THE BOTTOM OF THE B LAYER AND 1000 GALLON PRECAST H-20 MANHOLE ANY UNSUITABLE SOIL AS SHOWN ION TEST HOLE LOGS. THE DEPTH OF FILL AND i '0X6' -B" SHOREY SOLI UNSUITABLE MATERIAL MAY VARY, ENGINEER TO -� BASIN H-20 OR EQUAL INSPECT REMOVAL 6.00' !��SfjOnGNALPIATE TYPICAL MANHOLE DETAIL SHEET ACCOMPANYING SCALE: N.T.S. SITE PLAN OF LAND IN WEST YARMOUTH, MA kG EL.'S LISTED CAPE LIGHT COMMONS J. BLOCKS AS REQ. OFFICE PARK AND STORAGE CENTER TOP OF STRUCTURE SCALE AS NOTED DATE: 7-19-99 REVISED: 3-01-01 REVISED: 4-27-01 " of PREPARED FOR: ARNE K BORNSTEIN COMPANIES NCI ILL 297 NORTH STREET off 508-362-4541 a fez HYANNIS, MA fax 508 362-9880 ARN DATE down cape engineering, Inc. PLATE CIVIL ENGINEERS LAND SURVEYORS SHEET 3 OF 3 939 main St. yarmouthport, ma 02675 12.0' (TYP.) 0 0 o 0:,: . �L 3 C.B. TRAP .0 8.'"o p.: p O J 1200 HDPE PIPE ELBOW SLOTTED H-20 PROPOSED 12"e HDPE 1000 GALLON PRECAST LEVEL BETWEEN BASINS H-20 CATCH BASIN INVERTS LISTED ON PLAN OX6"-8" SHOREY SOLID BASIN H-20 OR EQUAL NOT TO SCALE EL 26.5 I -I -II -a OBSV. WATER AT 10.4' EL 26.4 Ila" 6.0' EL. 24.94 _ 126' EL. 23.55 132" EL 25.60 _ 127" EL 25.20 132' FrINSECT NOTE: ADDITIONAL TEST HOLES TO BE PERFORMED REEN RESULTS WILL BE ADDED TO PLANS WITH ADDENDUM. , MA SEE CROSS SECTION 12" X 3' 1' TOPCOAT MASS DPW CCBERM TYPE 11 2" BINDER 12' PRISED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP &SUBSOIL COMPACT SUBBASE T CROSS SECTION NOT TO SCALE I ' REMOVE ALL A AND 8 HORI� Zp�=ASEMEFrE ANDR UNSUITABLE SOILS ENCOUTERED BELO j S P VEMENT CROSS SECTION N LATERALLY IN ALL DIRECTIONS FROM ETER SOLID 12" OH -20 OF THE SAS AND REPLACE WITH CLEACIFIED CPP: SLOPE AS NOTE IN 310 CMR 15.255 "CONSTRUCTION INVERTS a COMPACT BACKFILL '• t AROUND PIPE ! REMOVE TO THE BOTTOM OF THE B LAYER AND 1000 GALLON PRECAST H-20 MANHOLE ANY UNSUITABLE SOIL AS SHOWN ION TEST HOLE LOGS. THE DEPTH OF FILL AND i '0X6' -B" SHOREY SOLI UNSUITABLE MATERIAL MAY VARY, ENGINEER TO -� BASIN H-20 OR EQUAL INSPECT REMOVAL 6.00' !��SfjOnGNALPIATE TYPICAL MANHOLE DETAIL SHEET ACCOMPANYING SCALE: N.T.S. SITE PLAN OF LAND IN WEST YARMOUTH, MA kG EL.'S LISTED CAPE LIGHT COMMONS J. BLOCKS AS REQ. OFFICE PARK AND STORAGE CENTER TOP OF STRUCTURE SCALE AS NOTED DATE: 7-19-99 REVISED: 3-01-01 REVISED: 4-27-01 " of PREPARED FOR: ARNE K BORNSTEIN COMPANIES NCI ILL 297 NORTH STREET off 508-362-4541 a fez HYANNIS, MA fax 508 362-9880 ARN DATE down cape engineering, Inc. PLATE CIVIL ENGINEERS LAND SURVEYORS SHEET 3 OF 3 939 main St. yarmouthport, ma 02675 I m i I i c I I 0 0 'Ib VA IL a Au 1. Z, 0 0 z Z w X 0 Ct CO lu (A tu. Ui (1) Ir :WO_ 0 co, 'm Icul W.0) as O il ow 'Ib VA IL a Au 1. Z, 0 0 z w X Ct CO lu tu. Ui (1) Ir :WO_ 0 co, 'm W.0) as jr— p ,rell CAID K. T, OFFECE PARK ANTIT SI� ..���1� i.� aA� . 9 r� i p' ` s': ..T C'11NfX'111PPLCAW., GLADSTONE LP APGMECT Pf-rjffg F.19111M 'Cl- 11 " `51 S ilrohli"All,'Iml, 0.2180 FAX. 1-781-5`38-5940 CIVIL ENGINEER: DOWN GAPE ENGINEERING /IVGI 939 MAIN --:;17-prrr Y/AWOUrt7POAT, MA 02I95 171Wk, � ,=A 6i�9 RECEIVED JUN 112011', TOWN OF YARMOUTH BOARD OF APPEALS LEGEND: MAP 83 LOT 22 N/F YARMOUTH CAMPGROUND ASSOC. INC. __,r..-------'- EXISTING 10' WIDE DIRT ROAD NBT55'05„E(WAY). LOT 4 553_ 6' CHAIN UNK FENCE W/ GATE _ U.S.A C/O FAA _- 18 ' �--'---�-�--__- � COBBLESTONE 3 �> p/ TRAFFIC ISLAND 'OLIN CO. (RUSH) 5. NO LEFT TURN SIGN OPEN S PACE LOT MAP O LOT 13 N/F DONALD F. CONSERVATION RESTRICTION TO BE ENACTED HENDERSON 0 Rn Ix •I -'y 1OT702 SF 30'R S SSE /S. 3.01 AC.t EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) p02�, (O pp 60, W/Cn �1 o Of �,YYY• 25 EXISTING 12"0 WATER MAIN 2p BLFFFRs 6Tp 36' COIN, 7) ••/�/ \ r+i 2 2S• 14Y-Ou V! \ ` 444 NOTES: JQ /// FRpyTs�0yR6°T�)�O 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN N THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION N THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE WHICH MAY HAVE CABLE, EQUIPMENT IN7THE )CNSTRUCTION AREA FAND ANY OTHERIOR TIES VERIFICATION OF LOCATIONSPIPE OR MAP 73 LOT 3 N(F DONALD F. H NDERSON UTILITY POLE PROPOSED 3" CAL. TREE PARKING TREE YARMOUTH OR BUFFER TREE AS REQ. O DRAINAGE MANHOLE C- GLM WIRE F'i o FIRE HYDRANT 2 gL� e GAS GATE JIG LIGHT POLE 'hC 20' MAX. HT. asp �V 106 MAIN STREET tam WATER GATE SEE PROP. GRADE GRADING FAX. 1-781-438-5940 PLAN PROP. CONTOUR tHs SOIL TEST HOLE N 3y A CONCRETE WHEELSTOP MAP 83 LOT 22 N/F YARMOUTH CAMPGROUND ASSOC. INC. __,r..-------'- EXISTING 10' WIDE DIRT ROAD NBT55'05„E(WAY). LOT 4 553_ 6' CHAIN UNK FENCE W/ GATE _ U.S.A C/O FAA _- 18 ' �--'---�-�--__- � COBBLESTONE 3 �> p/ TRAFFIC ISLAND 'OLIN CO. (RUSH) 5. NO LEFT TURN SIGN OPEN S PACE LOT MAP O LOT 13 N/F DONALD F. CONSERVATION RESTRICTION TO BE ENACTED HENDERSON 0 Rn Ix •I -'y 1OT702 SF 30'R S SSE /S. 3.01 AC.t EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) p02�, (O pp 60, W/Cn �1 o Of �,YYY• 25 EXISTING 12"0 WATER MAIN 2p BLFFFRs 6Tp 36' COIN, 7) ••/�/ \ r+i 2 2S• 14Y-Ou V! \ ` 444 NOTES: JQ /// FRpyTs�0yR6°T�)�O 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN N THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION N THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE WHICH MAY HAVE CABLE, EQUIPMENT IN7THE )CNSTRUCTION AREA FAND ANY OTHERIOR TIES VERIFICATION OF LOCATIONSPIPE OR MAP 73 LOT 3 N(F DONALD F. H NDERSON aK/ �' �% AJSESSORS MAP 73 PARCEL 9.2 2. ALL CONSTRUCTION MATERIALS. COMPONENTS, AND METHODS EMPLOYED ON THIS ,^ �/0 N MIT. 1 (OLD 63 S1 + S6) PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS M AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD I^0 278,789 SF \ \ SpECIFICATINS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. h 20 6.40 AC.* \� // � PLAN REF. LCP 37201B ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.CO/ AND YARMOUTH HEALTH REGULATIONS. ._�' °0� 2600, 4T a 3. VERTICAL DATUM IS NGVD29. oS� �• 400. C as 'P300< TREE UNE REPRESENTS O23 •� // �� ZONING DISTRICT: B3 4. TOP 'OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD s \ /2 NO 0, APPPJXIMATE ON SITE OPEN SPACE \ \ / / SETBACKS: 70' FRONT*, 70' SIDE+, 30' REAR $ 6 Sr AREA, SEE SHEET 2 & 5 FOR EXACT MAX BUILDING COVERAGE 357 + ( VARIANCE IS REQUESTED) c� q�• /O R1 s`' 2) CONSERVATION RESTRICTION LINE V2 / \ *ABUTS OLD TOWN HOUSE ROAD 5. DESIGN LOADING FOR ALL PRECAST UNITS �? _ r Off. •Op. \ / \ MAX IMPERVIOUS COVERAGE 70% TO BE AASHTO-H20 UNLESS NOTED. O t pp ryo _ 2 gCF ' �5'R / GROUNDWATER OVERLAY DISTRICT: APD (SITE IS IN A ZONE II) 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO o 2,62 O/,1, p 8p ^ / / % FIOODZONE: C (YAR. PANEL 3) BE USED FOR PROPERTY LINE STAKING. ^4 0 0 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. EXISTING USE: VACANT LAND / PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3 7p o ( / / MAP 73 LOT 2 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. bM SQ'� .Q \ r0 N/F DONALD F. F3 WAREHOUSING (SELF -STORAGE FACILITY) 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT - / O. IC �® \ / ( / HENDERSON IINSPECTION6 BY BOARD OF HEALTH AND PERMISSION OBTAINED v ^ 2 Sp SEF /✓c ®� ® / Ra CDMA BOARD OF HEALTH 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.` .0 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. TREE LINE REPRESENTS •ry0 <O sp / / ... ..._ - APPROXIMATE- ON SITE OPEN'SPACE ^ .y ,yC� / / 71.31' 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. AREA, SEE SHEET 2 & 5 FOR EXACT �/ C S 10' BUFfE�136.20' N 8715'21' E 6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. CONSERVATION RESTRICTION LINE b S / \ DRYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) ye pAI s <4 / / N 8715'21" E \ \ / / OLD TOWN HOUSE ROAD 20' WATER EASEMENT 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED. PN VALVES REQUIRED. ONE-WAYUNCONSTRUCTED WAY ---------------- 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO DO NOT ENTER \ / / ,' � / \ 60' COUNTY LAYOUT \ YARMOUTH FIRE DEPT. STANDARDS. SIGN /8Sp R MAP 73 LOT 7 / \ MAP 73 PCL 6 16. PARKING LOTTO -BE SWEPT ANNUALLY AFTER LAST SNOWFALL BOTTOM OF RETENTION R q0 / ,' TOWN OF YARMOUTH \\ TOWN OF YARMOUTH CONTACTS: BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT FRONT BUFFER TREES fS %k ,p, / �� / STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE. AND VEGO-nT10N TO REMAIN BASIN TO BE MOWED AS REQUIRED TO PREVENT WOODY GROWTH. AREA TO BE SUPPLEMENTED 8 p WITH UNDERSTORY PLANTINGS 17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND. SEE PLANTING PLAN SFS 18. SPACES TO BE INDICATED WITH SIGNAGE: "RESERVED FOR CAR POOL PARTICIPANTS' - 2 BY BILL LEWIS EXISTING SPEED LIMB SIGN Oyf S y / �^ J' / TORY `sj/ a �' 0.0 G n• S @ p I' SIGNS: EMERGENCY ACCESS ONLY ti0 / o O Sp0• \ B �ORgCe NOT AN ENTRANCE yy 9 G. g \ 'SBy BU / / EXISTING 0 FORMER OWNER: COMMONWEALTH ELECTRIC EXIT 7 YARMOUTH MID CAPE HIGHWAY AY Z � me v r ZJ' F'i o Po 2 gL� e •"' LOCUS � C 0 ELECTR F. DIMEO ASSOCIATES INC. Qo 106 MAIN STREET tam STONEHAM, MA 02180 PH. 1-781-438-0900 FAX. 1-781-438-5940 CML ENGINEER• v O N 3y A LOCUS MAP SCALE 1" = 2083' aK/ �' �% AJSESSORS MAP 73 PARCEL 9.2 2. ALL CONSTRUCTION MATERIALS. COMPONENTS, AND METHODS EMPLOYED ON THIS ,^ �/0 N MIT. 1 (OLD 63 S1 + S6) PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS M AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD I^0 278,789 SF \ \ SpECIFICATINS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. h 20 6.40 AC.* \� // � PLAN REF. LCP 37201B ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.CO/ AND YARMOUTH HEALTH REGULATIONS. ._�' °0� 2600, 4T a 3. VERTICAL DATUM IS NGVD29. oS� �• 400. C as 'P300< TREE UNE REPRESENTS O23 •� // �� ZONING DISTRICT: B3 4. TOP 'OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD s \ /2 NO 0, APPPJXIMATE ON SITE OPEN SPACE \ \ / / SETBACKS: 70' FRONT*, 70' SIDE+, 30' REAR $ 6 Sr AREA, SEE SHEET 2 & 5 FOR EXACT MAX BUILDING COVERAGE 357 + ( VARIANCE IS REQUESTED) c� q�• /O R1 s`' 2) CONSERVATION RESTRICTION LINE V2 / \ *ABUTS OLD TOWN HOUSE ROAD 5. DESIGN LOADING FOR ALL PRECAST UNITS �? _ r Off. •Op. \ / \ MAX IMPERVIOUS COVERAGE 70% TO BE AASHTO-H20 UNLESS NOTED. O t pp ryo _ 2 gCF ' �5'R / GROUNDWATER OVERLAY DISTRICT: APD (SITE IS IN A ZONE II) 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO o 2,62 O/,1, p 8p ^ / / % FIOODZONE: C (YAR. PANEL 3) BE USED FOR PROPERTY LINE STAKING. ^4 0 0 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. EXISTING USE: VACANT LAND / PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS) 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 3 7p o ( / / MAP 73 LOT 2 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. bM SQ'� .Q \ r0 N/F DONALD F. F3 WAREHOUSING (SELF -STORAGE FACILITY) 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT - / O. IC �® \ / ( / HENDERSON IINSPECTION6 BY BOARD OF HEALTH AND PERMISSION OBTAINED v ^ 2 Sp SEF /✓c ®� ® / Ra CDMA BOARD OF HEALTH 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.` .0 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. TREE LINE REPRESENTS •ry0 <O sp / / ... ..._ - APPROXIMATE- ON SITE OPEN'SPACE ^ .y ,yC� / / 71.31' 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. AREA, SEE SHEET 2 & 5 FOR EXACT �/ C S 10' BUFfE�136.20' N 8715'21' E 6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. CONSERVATION RESTRICTION LINE b S / \ DRYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) ye pAI s <4 / / N 8715'21" E \ \ / / OLD TOWN HOUSE ROAD 20' WATER EASEMENT 14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED. PN VALVES REQUIRED. ONE-WAYUNCONSTRUCTED WAY ---------------- 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO DO NOT ENTER \ / / ,' � / \ 60' COUNTY LAYOUT \ YARMOUTH FIRE DEPT. STANDARDS. SIGN /8Sp R MAP 73 LOT 7 / \ MAP 73 PCL 6 16. PARKING LOTTO -BE SWEPT ANNUALLY AFTER LAST SNOWFALL BOTTOM OF RETENTION R q0 / ,' TOWN OF YARMOUTH \\ TOWN OF YARMOUTH CONTACTS: BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT FRONT BUFFER TREES fS %k ,p, / �� / STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE. AND VEGO-nT10N TO REMAIN BASIN TO BE MOWED AS REQUIRED TO PREVENT WOODY GROWTH. AREA TO BE SUPPLEMENTED 8 p WITH UNDERSTORY PLANTINGS 17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND. SEE PLANTING PLAN SFS 18. SPACES TO BE INDICATED WITH SIGNAGE: "RESERVED FOR CAR POOL PARTICIPANTS' - 2 BY BILL LEWIS EXISTING SPEED LIMB SIGN Oyf S y / �^ J' / TORY `sj/ a �' 0.0 G n• S @ p I' SIGNS: EMERGENCY ACCESS ONLY ti0 / o O Sp0• \ B �ORgCe NOT AN ENTRANCE yy 9 G. g \ 'SBy BU / / EXISTING 0 FORMER OWNER: COMMONWEALTH ELECTRIC 484 WILLOW STREET W.YARMOUTH, MA 02673 OWNER/APPLICANT: BORNSTEIN COMPANIES GLADSTONE LP 297 NORTH STEET HYANNIS, MA 02601 PH. 775-9316 FAX. 775-6526 ARCHITECT: PETER F. DIMEO ASSOCIATES INC. 106 MAIN STREET STONEHAM, MA 02180 PH. 1-781-438-0900 FAX. 1-781-438-5940 CML ENGINEER• Op 66• 6 ^y J9 Sp /� / / VERGROWN BIT. CONC. ROAD .DOWN CAPE ENGINEERING INC. 939 MAIN ET m / YARMOU PORTE HMA 02675 rC� �Of %/per ' /PH. 362-4541 Fp ' / FAX. 362 9880 m' o woe �, quo , INHABITANTS OF THE TOWN OF BARNSTABLE / AIRPORT APPROACH LIGHTING SYSTEM EASEMENT m GATE TO BE P '0' / , n• i"'� m SEPTIC CALCULATIONS: LOT 1 OFFICE 26420 (.075) = 1982 GPD (NO STORAGE FLOW) NOTE: 278789SF (440 GPD/40000 SF)- 3065 CPD ALLOWED USE 1988 GPD DESIGN ROW USE 7000 GAL S/'T (4500 AND 2400 GAL COMPARTMENTS) USE 3000 GAL P/C USE 30' X 90' LEACHING FIELD (.74)=1998 GPD > 1988 O.K. OPEN SPACE CALCULATIONS: LOT AREA: 278,789 SF (0.65)=181,213 SF (4.16 AC.) OPEN SPACE REQUIRED ON SITE CONSV. RESTRICTED OPEN SPACE - 76,701 SF (1.76 AC.) OFF SITE CONSV. RESTRICTED OPEN SPACE REQ. - 104,512 SF (2.40 AC.) PROPOSED 131,102 SF (3.01 AC.) OFF SITE OPEN SPACE PARCEL TO BE PRESERVED ALONG WITH 76,701 SF (1.76 AC.) ON-SITE OPEN SPACE 207,803 SF (4.77 AC.) TOTAL CONSV. REST. OPEN SPACE PROVIDED SOLID PANEL OR EQUALGROUNDWATER PROTECTION DISTRICT GENERAL ARRANGEMENT FOR SCREENING e / o �' h � �" o Jf!�7 7p �A ,� h. ZONE OF CONTRIBUTION TO PUBLIC WELL / "PROTECT YOUR AQUIFER" SIGNAGE. (OR SIMILAR) , SITE PLAN MAP 73 LOT 10 ° 4. / ' , / O $484 WILLOW STREET �� O= e ' i/ "� / O BYSCCC WRO THROUGHOUT SITE AS DIRECTED / COMMONWEALTH ELECTRIC o a ,.��' / `� t I o // OF LAND IN WEST YARMOUTH, MA �Q GATE / SN ti ° CAPE LIGHT COMMONS aR / �h,• Qe / OFFICE PARK AND STORAGE CENTER Oy 42 Sp y / / / ' SS r7 i %i .y / 0.2 ' e °/,,,,, o a / SCALE: 1" = 40' DATE: 7-19-99 �ceSraQ Al C}o� �,'/_ I / REVISED: 1-08-01 vO o` // l FLAG qREVISED: 2-13-01 `•A ; > .: A REVISED: 3-01-01 °pO REVISED: 4-27-01 REVISED: 5-10-01 0lv y yi 02 1 / REVISED: 5-17-01 ° // // REVISED: 6-5-01 / qp OF REVISED: 6-8-01 APPROX. EXISTING / ,'' / OO _ // ��Mqc 40 0 40 80 120 Feet FENCEUNE ,' / �R� F / o'` ARNE N. ILT FENCE & / / °�"A PREPARED FOR: / ' C / CIVI off 508-362-4541 F- HAYBALE UNE / !/FLAG No. -;I ••� fax 508 362-9880 EXISTING OFFICE BUILDING // a• / 1p° _ / / 3 e / BORNSTEIN COMPANIES 1464 WILLOW STREET _ / \/ O B / COMMONWEALTH ELECTRIC EXISTING O.H. ELECTRIC // fi MAP 73 LOT 8 / O / N484 WILLOW STREET / / COMMONWEALTH ELECTRIC F 98-330 / \\\ OPEN SPACE >l / TQ `i 297 NORTH STREET /FLAG ARNE PE DATE HYANNIS, MA down cape engineering, Inc. / 4 / CIVIL ENGINEERS LAND SURVEYORS / BORDERING VEGETATED WETLAND // DELINEATION BY DOWN CAPE ENGINEERING INC. 939 ma1rl St. yarmouthport, ma 02675 FLAG 2/01 VERIFIED BY HAMLYN CONSULTING 5/01 SHEET 1 OF 5 5 N. BENCHMARK: p TOP CEMENT BOUND LEGEND:, �00 ELEV. 36.74' 1 IrQ-) UTILITY POLE PROPOSED 3' CAL. TREE PARKING TREE OR BUFFER TREE AS REQ. C- GUY WIRE FIRE HYDRANT Y O CATCH BASIN GAS GATE LLE See 2IGfiT PO0 MAx. HT. p9an1n9 S 3V WATER GATE 38.34 PROP. GRADE PROP. CONTOUR SOIL TEST HOLE O DRAINAGE MANHOLE - E - ELECTRIC LINE -W- WATER UNE -G GAS UNE O ROOF DRYWELL 12"0 WATER MAIN LOCUS SIDE OF ROAD \ COORDINATE INSTALLATION WITH WATER & FIRE DEPTS. m4 '^ w Zm o�� N N W N M w %n azo EXISTING In SPEED LIMIT 0o SIGN WNr Q�NO o=� y?Na i60 06 ZZ ��( a 98-330 ROAD x HIGH POINT 36.7 q� 11 3.86' // R=1 83.03 01AC.t 11 F 3 / 4 SCH80 NDUIT 156.1 R FUT E LIGHT LT S 67.0 5" E 9 / IN- LN � NO EFT TURN G 1 1 -- AD - CL F&G L. 36.0 - - / It INV.' L. 33.0 PVC .8, PIPE (REMOVE) OR -- --- 101' LT }58.38' SS 67*, 2'25" E 7.27' 67.20 25 W 20' BUFFER (TYP. ALL FRONTS) , Al 00 /rho• ` (V , LINE OF �1 CONSERVATION - RESTRICTION / - (TYP.) 6 PVC AT 1 (TYP.) • : • Ilallllil�l��� • �' Ir 1 • it R=1023. SN6 / z 38 LINE F / CONSERVATION LOT 1 RESTRICTION / 278.789 SF / (TYP.) 6 Lp 1 F �O yp 6.40 AC_t 6" PVpC AT 1 % 0 27.00r sf o 18.0 o / OFFI E UILDING o / / . LDG 12,810 F X 2 = 2 ,620 SF Q .10.0' / .001 "'`iii llll�,.�:• .,• �-a -.a .I. � " / • •`�-�:. n� �_'a . r+y j III II y�I I I4�llntl. • t • � !` a.•c =_(_ �II� � /���'. .. 1• +.�4 . • { { ILII U.i9i1.�{�lh�lliilrl�' ♦_ • + '�_ •li'I11I'I� !�'T��Tt . Is: • II1IN ����� IIII �Ic •' �II`� `�� iiiQili._ .�� ��%r • -- f { , `` • htljl ts7 IAL7!1�►`ts�.�l� .n. >i �'• - •� ��- • t SLEEVE IN IS .• �!jl 114 v,, rl���! •i:.. �` • • { P+7 �� �� !a'�. • I1 \ ,- • • it 1 II ! .. o i� { { " .. • 0 'y A•lI �•'Y • �•,'T�..J.'t: ` ' O,� \ t t {{• �� N • I� 1j1'1ll f \\\r • \ IG Ln. E G W . 4 CONC.' / 39.0 o ton Ld Or M / J 1 6.5'� o DO I l ME NITROGEN CALCULATIONS: ZONE II N.S.A. PER TITLE 5 440 GPD/40,000 SF ALLOWED 278,789 SF = 3066 GPD ALLOWED DESIGN FLOW 1988 GPD WITH 3000 SF LAWN & NO BIOCLERE, 4.99 PPM NO3N WITH 6000 SF LAWN & BIOCLERE A/I, 3.86 PPM NO3N 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/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. 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD ( VARIANCE IS REQUESTED) 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 UNE STAKING. 7. ALL STORM RUNOFF'TO BE CONTAINED ON SITE. MIAND B. 6" LQASLEDALLDISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SC -40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO ORYWELLS AS SHOWN. 6°SC�140 -PVC At 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. DRYh ELLS'%6' X 4' 600 GALLON LEACHP17S WITH 4' WASHED STONE ALL AROUND 14. ALL 6UIL,01 GS OVER 7500 SF TO BE SPRINKLED, PIV VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. 16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE. 17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND. 16. SPACES TO BE INDICATED WITH SIGNAGE: 'RESERVED FOR CAR POOL PARTICIPANTS" 19. BUILDING NUMBERS TO BE INSTALLED ON ALL STRUCTURES. Sam mam • •ONE STORY STORAGE BUILD G \ ` •�'. i i ,� • • • • p 1 TREES OF AI 4' CALIPER THAT EXI IN BUFFER/ZONES SHALL BE 6,589 •.A R ED. IF SUCH.Zilli DO NOT MST. 3- CALIF TREES ALL HE PLANTED AT ►� - c t P. CO Lim. �.� { • \ • • • • I�I�fl�ilil8 1�11�I�IINIflllll�l��ll � : �.. � { t' = �.:�►����� � •�� NATER � • - ' - I SLAB N 38.22 LL ;ilial; N d• / SLA FIRE • Ii,lt LIVE • ONLY ai / z I SIGNS• 5 4 S 8 • 0 / 30.0' LINE OF o U +i I I' CONSERVATION , L 14 M Q / 6.5'� o DO I l ME NITROGEN CALCULATIONS: ZONE II N.S.A. PER TITLE 5 440 GPD/40,000 SF ALLOWED 278,789 SF = 3066 GPD ALLOWED DESIGN FLOW 1988 GPD WITH 3000 SF LAWN & NO BIOCLERE, 4.99 PPM NO3N WITH 6000 SF LAWN & BIOCLERE A/I, 3.86 PPM NO3N 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/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. 4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD ( VARIANCE IS REQUESTED) 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 UNE STAKING. 7. ALL STORM RUNOFF'TO BE CONTAINED ON SITE. MIAND B. 6" LQASLEDALLDISTURBED AREAS NOT PAVED. 9. ALL SEPTIC PIPING SC -40 PVC UNLESS NOTED. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. 12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. 13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO ORYWELLS AS SHOWN. 6°SC�140 -PVC At 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. DRYh ELLS'%6' X 4' 600 GALLON LEACHP17S WITH 4' WASHED STONE ALL AROUND 14. ALL 6UIL,01 GS OVER 7500 SF TO BE SPRINKLED, PIV VALVES REQUIRED. 15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO YARMOUTH FIRE DEPT. STANDARDS. 16. PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL. BOTTOM OF RETENTION BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE. 17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND. 16. SPACES TO BE INDICATED WITH SIGNAGE: 'RESERVED FOR CAR POOL PARTICIPANTS" 19. BUILDING NUMBERS TO BE INSTALLED ON ALL STRUCTURES. Sam mam • •ONE STORY STORAGE BUILD G \ ` •�'. i i ,� • • • • p 1 TREES OF AI 4' CALIPER THAT EXI IN BUFFER/ZONES SHALL BE 6,589 •.A R ED. IF SUCH.Zilli DO NOT MST. 3- CALIF TREES ALL HE PLANTED AT ►� - c t P. CO Lim. �.� { • \ • • • • I�I�fl�ilil8 1�11�I�IINIflllll�l��ll � : �.. � { t' = �.:�►����� � •�� NATER � • - ' - I R 35� G � ki ,H E e O KEY AR[� ¢& L f .� n co 0 v J V M�- SLAB N 38.22 LL ;ilial; N d• / SLA Ii,lt I'r ai / z 5 S 8 0 / 30.0' 00 o U +i I I' W) 17 M Q / ao z Ln R 35� G � ki ,H E e O KEY AR[� ¢& L f .� n co 0 v J V M�- J � I , ' ----- 2000 GALyTi / i f O:L%NA'-R ,A 1 •('i5�50"�' f�I o� SLAB 36.9 �LaLCIQ W O O (0 !ri n a O� ON 0 10 TRAPROCK APRON IL ' / / 10.00' BUFFER $61.36'PROPOSED / TRAPROCK S INDICATED aw A, 3' w a 0 TRAP (FOREBAY) TO LINE & GRADE tip OSED S LINED v1WATER JTION AIR N STORAGE BUILDING NOTES: 1. LIMITATIONS ON MATERIALS TO BE STORED ARE IN PLACE, REFER TO CAPE COD COMMISSION AND TOWN BOARD OF HEALTH DECISIONS AND OWNERS DOCUMENTS. 2. NO FLOOR DRAINS ARE ALLOWED. 3. A S'NALE IN THE FLOOR OR A BERM ACROSS THE DOOR IS REQUIRED TO PREVENT SPILLED MATERIAL FROM EXITING THE BUILDING. 4. SEALED CONCRETE FLOORS ARE REQUIRED. 5. 1 MAT. CONTINGENCY PLANS TO BE IN PLACE PRIOR TO C.O. SEDIMENT TRAP (FOREBAY) SPILLWAY TO LINE & GRADE No. 8 CIV ul ARILn LA �Jr EN��DATE GRADING & UTILITIES SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE: 1 = 30 DATE: 7-19-99 ' REVISED: 1-08-01 REVISED: 2-13-01 REVISED: 3-01-01 J REVISED: 4-27-01 REVISED: 5-10-01 P REVISED: 5-17-01 / REVISED: 6-08-01 / 30 0 30 60 90 Feet 3/ PREPARED FOR: BORNSTEIN COMPANIES 297 NORTH STREET I FSG HYANNIS, MA 6 I oft 508-362-4541 �V " -•;t fox 509 362-9880 down cape engineering, inc. j i CIVIL ENGINEERS I LAND SURVEYORS i i J 939 main St, yarmouthport, ma 02675 r, SHEET 2 OF 5 �I LL ;ilial; o / / SLA Ii,lt I'r ai / N S 8 / 30.0' 3 .8 +i I I' / z �II'jl!I I o I I� I ILII r7 � / 20.0• I O uj II II1I O N o� M 010 0.0' i N il. r Z lI I,I j'il ��', p ' / ILII ,ili lil n o, f it I li DO• I r � f II iJ �I J � I , ' ----- 2000 GALyTi / i f O:L%NA'-R ,A 1 •('i5�50"�' f�I o� SLAB 36.9 �LaLCIQ W O O (0 !ri n a O� ON 0 10 TRAPROCK APRON IL ' / / 10.00' BUFFER $61.36'PROPOSED / TRAPROCK S INDICATED aw A, 3' w a 0 TRAP (FOREBAY) TO LINE & GRADE tip OSED S LINED v1WATER JTION AIR N STORAGE BUILDING NOTES: 1. LIMITATIONS ON MATERIALS TO BE STORED ARE IN PLACE, REFER TO CAPE COD COMMISSION AND TOWN BOARD OF HEALTH DECISIONS AND OWNERS DOCUMENTS. 2. NO FLOOR DRAINS ARE ALLOWED. 3. A S'NALE IN THE FLOOR OR A BERM ACROSS THE DOOR IS REQUIRED TO PREVENT SPILLED MATERIAL FROM EXITING THE BUILDING. 4. SEALED CONCRETE FLOORS ARE REQUIRED. 5. 1 MAT. CONTINGENCY PLANS TO BE IN PLACE PRIOR TO C.O. SEDIMENT TRAP (FOREBAY) SPILLWAY TO LINE & GRADE No. 8 CIV ul ARILn LA �Jr EN��DATE GRADING & UTILITIES SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE: 1 = 30 DATE: 7-19-99 ' REVISED: 1-08-01 REVISED: 2-13-01 REVISED: 3-01-01 J REVISED: 4-27-01 REVISED: 5-10-01 P REVISED: 5-17-01 / REVISED: 6-08-01 / 30 0 30 60 90 Feet 3/ PREPARED FOR: BORNSTEIN COMPANIES 297 NORTH STREET I FSG HYANNIS, MA 6 I oft 508-362-4541 �V " -•;t fox 509 362-9880 down cape engineering, inc. j i CIVIL ENGINEERS I LAND SURVEYORS i i J 939 main St, yarmouthport, ma 02675 r, SHEET 2 OF 5 ! I, ;ilial; o / / SLA Ii,lt I'r ai / / 30.0' z +i I I' / r7 � / 20.0• I O N o� 010 0.0' i / Z ' / o o, f G DO• I r � I c J � I , ' ----- 2000 GALyTi / i f O:L%NA'-R ,A 1 •('i5�50"�' f�I o� SLAB 36.9 �LaLCIQ W O O (0 !ri n a O� ON 0 10 TRAPROCK APRON IL ' / / 10.00' BUFFER $61.36'PROPOSED / TRAPROCK S INDICATED aw A, 3' w a 0 TRAP (FOREBAY) TO LINE & GRADE tip OSED S LINED v1WATER JTION AIR N STORAGE BUILDING NOTES: 1. LIMITATIONS ON MATERIALS TO BE STORED ARE IN PLACE, REFER TO CAPE COD COMMISSION AND TOWN BOARD OF HEALTH DECISIONS AND OWNERS DOCUMENTS. 2. NO FLOOR DRAINS ARE ALLOWED. 3. A S'NALE IN THE FLOOR OR A BERM ACROSS THE DOOR IS REQUIRED TO PREVENT SPILLED MATERIAL FROM EXITING THE BUILDING. 4. SEALED CONCRETE FLOORS ARE REQUIRED. 5. 1 MAT. CONTINGENCY PLANS TO BE IN PLACE PRIOR TO C.O. SEDIMENT TRAP (FOREBAY) SPILLWAY TO LINE & GRADE No. 8 CIV ul ARILn LA �Jr EN��DATE GRADING & UTILITIES SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE: 1 = 30 DATE: 7-19-99 ' REVISED: 1-08-01 REVISED: 2-13-01 REVISED: 3-01-01 J REVISED: 4-27-01 REVISED: 5-10-01 P REVISED: 5-17-01 / REVISED: 6-08-01 / 30 0 30 60 90 Feet 3/ PREPARED FOR: BORNSTEIN COMPANIES 297 NORTH STREET I FSG HYANNIS, MA 6 I oft 508-362-4541 �V " -•;t fox 509 362-9880 down cape engineering, inc. j i CIVIL ENGINEERS I LAND SURVEYORS i i J 939 main St, yarmouthport, ma 02675 r, SHEET 2 OF 5 i EL 26.34 OBSV. WATER AT 10.8 EL 25.14 144' EL. 33.97 EL. 26.7 132 38" 4/99 23.5 ZONE E-4.5 TMS SOIL EVALUATOR: DAN OJALA P.LS., SE L AIW230 4/99 23.5 ZONE E-4.5 24' GI TH6 (AUGER HOLE) DOWN CAPE ENGINEERING i r MODEL LT 105 MODEL SOIL EVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN(BORTOLOTTI) i DATE: 7-2-99 2 PM 0-2' 0 ORGANIC 10YR2/1 - DOWN CAPE ENGINEERING DATE: 4-27-99 2 PM i DATE: 7-2-99 2 PM 0-2" O/A LOAMY SAND IDYR4/2 a EL 32.7 2-4" A LOAMY SAND IOYR5/2 60" 3-5' E LOAMY SAND 10YR7/2 2-4' E LOAMY SAND l0YR6/1 22` _ -1: WEIGHT: 430 LBS 0-1" 0 ORGANIC IOYR2/1 5-34" B LOAMY SAND 10Y7/8 4-36" B LOAMY SAND 10YR6 6 VARIGATED COLORS AT 84' LAND SURVEYORS 36-66' Cl M/F SAND 2.5Y6/4 (TRACE SILT) PUMP INSTALLATION I. SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPEGFICATIONS. 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. NOTE STAINLESS STEEL RAIL MOUNT REQ. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE OFFICE IN AN ACCELOCAL CO ESREA ANDA REGULATIONS. ENCLOSED PUMPSSSHALLREQUIRED AND OPERATE ALTERNATELY. Y. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: o. PUMPS OFF b. LEAD PUMP ON e. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE 3. SEPARATE FROM THE PUMP POWER. SHALL BE EQUIPPED EDTH THE ALARMTH AN IT ALL CONSIST OF A RED ALARM SHALL WARNING LIGHAND NAL UAIB LE HIGHGNAL WATER LEVELWITHESS CAUSED BY PUMSILENCEP FAILURE E 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY SEPTIC CALCULATIONS: OFFICE 26420 (.075) - 1982 GPD (NO STORAGE FLOW) NOTE: 27B789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED USE 1988 GPD DESIGN FLOW 2 COMPARTMENT TANK, 2X 1X REQ. USE 6000 GAL S/T (4000 AND 2000 GAL COMPARTMENTS USE 3000 GAL P/C USE 30' X 90' LEACHING FIELD (.74)=1998 GPD > 1988 O.K. 2.5' �4"PERF.�SCH40�UNES L LEACHING BED SECTION SHOWING LATERAL SPACING SCALE: 1'-10' ALARM AND CONT' TO BE INSTALLED BUILDINGS. ALAR SEPARATE CIRCUI' IT ELECTRIC PERM PROPOSED 800 SF STORAGE OFFICE SLAB EL. 37.7 24`I.0.MANHOLE SEE DETAIL TYP. T33.50 10' 14' 33 20 TEE TEE 32.89 1500 GAL H-2011' GAS BgFFLE & ` 32.95 4' SCH-40 PVC AT 2% SEPTIC TANK �� FILTER •- 4 LIQ. LEVEL A100 ACME OR EQUAL FOUNDATION 4' SCH-40 PVC AT 2% 6" GRAVEL & MECH. 3' AT 2% MIN. COMPACTION (TYP.) SEPTIC TANK 1500GAL H-20 SEPTIC DEPTH OF FLOW 4' 4' LIQ. LEVEL TEE SIZES:ACME OR EQUAL INLET DEPTH - 10_ OUTLET DEPTH = 14" TANKS - STORAGE OF PROPOSED SLAB FOUNDATION PROVIDE 2'SCH40 FIRST FLOOR EL. PVC CONDUIT FOR 39.25 CARBON DOSING DRIP BIOCLERE VENT UNE FROM BUILDING I rlKU o°ccalRF TRE ED WOOD IS FOUNDATION 35.30/ IN TEE ABOVE LIDS FC D. 2 35.1: �II'2'9r"ATTEE�p q] S GAL 7000 GAL ST �p 229'' MTEEEp 2400 GAL 10'X17' ACME LOW PROFILE OR EQUAL 2'-10" 26" TH1 TH2 TH3 TH4 SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S. SOIL EVALUATOR: DAN OJALA P.L.S., SE SOIL EVALUATOR: DAN OJALA P.L.S„ SE DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING DOWN CAPE ENGINEERINGEXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN BORTOLOTTI WITNESS: KELDA WELCH (BOH) WITNESS: KELDA WELCH (BOH) ( ( ) EXCV. SCOTT (BORTOLOTTI) EXCV. SCOTT (BORTOLOTTI) DATE: 7-2-99 2 PM DATE: 7-2-99 2 PM DATE MAY 22 1999 DATE. MAY 22 1999 0-2" 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR2/1 0-2" 0 ORGANIC 10YR3/2 0-3" 0 ORGANIC 1012-4' A LOAMY SAND 10YR5/2 2-4" A LOAMY SAND 10YR3/2 2-5" A LOAMY SAND 10YR4/4 3-8" A LOAMY SAND 10YR4 4 4-36" B LOAMY SAND 2.5Y7/6 4-36" B LOAMY SAND 2.5Y7/6 5-38" B LOAMY SAND 10YR6 5 8-30" B LOAMY SAND 10YR5/8 36-50" Cl M/F SAND 2.5Y7/4 (LOWER 12" 10YR3/2) 36-66" Cl M/F SAND 2.5Y7/4 38-66" Cl M/C SAND 2.5Y6/6 30-48" Cl M�C SAND 2.5Y6/6 10% GRAVEL 60"-84" C2 LOAMY SAND 2.5Y8/4 (REMOVE C2 FOR DRAINAGE, 66"-78" C2 SILT LOAM 2.5Y6/4 (UNSUITABLE, REMOVE) 66-78" C2 SANDY LOAM 7.5YR6/6 (FIRM, UNSUITABLE) 48-68" C2 M D SAND 2.5Y7/3 84"-132" C3 M/C SAND 2.5Y7/6 OK FOR SAS) 78"-138" C3 M/C SAND 2.5Y7/6 78-144-C3 M/C SAND 10YR5/6 68-168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5-10' NO GROUNDWATER FOUND NO GROUNDWATER FOUND GROUNDWATER FOUND AT 10.8' GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE UNSUITABLE; REMOVE EL. 37.7 0 0' EL. 36.7 0 0" EL 37.14[:::]E 0" EL. 37.75 0 3- A 2" A 2" 2" A 4" 4" A 5' B B. B B B FI. 35 25 3n" EL. 34.7 36' EL. 33.7 36" MANUF. Le BARON. BRUCKIUN, MA EL 26.34 OBSV. WATER AT 10.8 EL 25.14 144' EL. 33.97 EL. 26.7 132 38" 4/99 23.5 ZONE E-4.5 TMS SOIL EVALUATOR: DAN OJALA P.LS., SE L AIW230 4/99 23.5 ZONE E-4.5 24' GI TH6 (AUGER HOLE) DOWN CAPE ENGINEERING cl INLET DEPTH - 10' MODEL LT 105 MODEL SOIL EVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN(BORTOLOTTI) OUTLET DEPTH - 29" DATE: 7-2-99 2 PM 0-2' 0 ORGANIC 10YR2/1 - DOWN CAPE ENGINEERING DATE: 4-27-99 2 PM Cl DATE: 7-2-99 2 PM 0-2" O/A LOAMY SAND IDYR4/2 a EL 32.7 2-4" A LOAMY SAND IOYR5/2 60" 3-5' E LOAMY SAND 10YR7/2 2-4' E LOAMY SAND l0YR6/1 22` _ -1: WEIGHT: 430 LBS 0-1" 0 ORGANIC IOYR2/1 5-34" B LOAMY SAND 10Y7/8 4-36" B LOAMY SAND 10YR6 6 VARIGATED COLORS AT 84' LAND SURVEYORS 36-66' Cl M/F SAND 2.5Y6/4 (TRACE SILT) EL 33.75 34-132' Cl MED SAND 2.5Y7/4 46" 3" 66"-72' C2 SILT LOAM 2.577/4 (UNSUITABLE, REMOVE) 3-36' B LOAMY SAND 10YR6 8 10% GRAVEL GROUNDWATER AT 10.5' EL 3212 3' PUMP ON 4 PUMP OFF 66" TYPICAL ACCESS COVER ENCCUNTERED FOR 5' AROUND AND UNDER FRAME °' NO GROUNDWATER FOUND D' C2 12'd W -,PE BOTTOM PERC AT 46' 24 GAL POURED EL. 30.70 C2 84` EL. 29.70 C2 84" IN,=_R-S LISTED ON PLAN B ZONE E EXCAVATE TO LINE & GRADE SHOWN ON PLAN B SECTIONAL I 0-O 00 2 BOTTOM PERC AT 81' EL. 32.08 6B• 6"AT 10:30 <2 MIN/IN CONC. '• 845E T04 ---f f °o °O0- SCALE: 3/4' 1'-0' EL 30.84 °O0-„ „ _ ADJ. WATER 24 GAL POURED IN 4:30 EL. 30.23 _ ADJ. WATER EL 33.20 36' LOW ALARM FLOAT SNITCH 4" WORKING RANGE C2 / AIW230 6/99 23.9 ZONE E-5.1 AIW230 6/99 23.9 ZONE E-5.1 EL 30.64 1' UP 78" SCALE: 3/4' = 1'-0' Cl C3 Cl C3 4.5 4.5' MINIMUM WEIGHT: 388 LBS. 66' 32" C3 C3 6' GRAVEL &MECH. EL 32.5 C2 Ct OBSV WATER AT 12 0' Cl COMPACTION (TYP.) E EL 26.34 OBSV. WATER AT 10.8 EL 25.14 144' EL 25.75 _ EL. 23.75 168' EL. 26.7 132 EL 25.2 138" DEPTH OF FLOW - TMS SOIL EVALUATOR: DAN OJALA P.LS., SE L TH7 SOIL EVALUATOR: DAN OJALA P.L.S., SE THS SOIL EVALUATOR: DAN OJALA P.L.S., SE 24' DOWN CAPE ENGINEERING TH6 (AUGER HOLE) DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING INLET DEPTH - 10' EXCV. STEVE VAUGHN(BORTOLOTTI) SOIL EVALUATOR: DAN OJALA P.L.S. EXCV. STEVE VAUGHN(BORTOLOTTI) EXCV. STEVE VAUGHN(BORTOLOTTI) OUTLET DEPTH - 29" DATE: 7-2-99 2 PM 0-2' 0 ORGANIC 10YR2/1 - DOWN CAPE ENGINEERING DATE: 4-27-99 2 PM DATE 7-2-99 2 PM 0-3' 0/A LOAMY SAND IOYR3/2 DATE: 7-2-99 2 PM 0-2" O/A LOAMY SAND IDYR4/2 a ;» 2-4" A LOAMY SAND IOYR5/2 0 40°°400 3-5' E LOAMY SAND 10YR7/2 2-4' E LOAMY SAND l0YR6/1 22` _ -1: 4-36' B LOAMY SAND 2.5Y7/6 0-1" 0 ORGANIC IOYR2/1 5-34" B LOAMY SAND 10Y7/8 4-36" B LOAMY SAND 10YR6 6 VARIGATED COLORS AT 84' LAND SURVEYORS 36-66' Cl M/F SAND 2.5Y6/4 (TRACE SILT) 1-3" A LOAMY SAND '0 R3 2 34-132' Cl MED SAND 2.5Y7/4 36-132" ClC1 M/C SAND 2.5Y7/6 3" 66"-72' C2 SILT LOAM 2.577/4 (UNSUITABLE, REMOVE) 3-36' B LOAMY SAND 10YR6 8 10% GRAVEL GROUNDWATER AT 10.5' GROUNDWATER AT 10.6' 3' PUMP ON 4 PUMP OFF 72'-138' C3 M/C SAND 2.5Y6/4 36-126" Cl M/C SAND 2.5Y7/6 10% GRAVEL ENCCUNTERED FOR 5' AROUND AND UNDER FRAME AND NO GROUNDWATER FOUND D' o .. o° 12'd W -,PE 38 0 0' EL. 36.9 0 1" EL 35.44 0" EL. 36.20 0" 440 GAL RESERVE TYPICAL MANHOLE 2"SCH40 PRESSURE LINE CORRUGATED HDPE PIPE DEPTH OF FLOW - 00000000 L OO/A 2. TEE SIZES: CREE IN i A 3. 0000°000°°o INLET DEPTH - 10' 0 0000000°° 3' LEACHPIT OUTLET DEPTH - 29" 0/A 2- HI ALARM ON ELEVATION OF NATURAL Cl HORIZON ON CHECK ALVE TYP. 250'3 TO SEPTIC TANK � BORNSTEIN COMPANIES 000 0 40°°400 SOIL LOGS, THE B LAYER MUST BE A 1 6' CHAIN LINK FENCE AROUND 0,000 1,0 B 00 o0e 00 LAND SURVEYORS IN BLACK PLASTIC COATED LINKS. E 5" � °4°0°°°°°°° ,0 REPLACED WITH CLEAN COARSE o040 4- 3' PUMP ON 4 PUMP OFF 4` LOAM & SEED DISTURBED AREAS NO WEEP HOLE MAINTAIN FROST PROTECTION (4') ENCCUNTERED FOR 5' AROUND AND UNDER FRAME AND HYDROSEED BASIN AREA GRATE o .. o° 12'd W -,PE B 4" ROOF EL 33.9 0X6'-8" SHOREY SOUD 36" AIW230 4/99 23.5 ZONE E-4.5 BOTTOM AREA AS SHOWN ON PLAN, 3:1 SIDES IN,=_R-S LISTED ON PLAN B ZONE E EXCAVATE TO LINE & GRADE SHOWN ON PLAN B SECTIONAL I 0-O 00 2 NOT TO S"..A-c 1 ° 00 ON BOTTOM AND SIDE SLOPES. CONC. '• 845E T04 ---f f °o °O0- MANUF. SPEC 3 °O0-„ „ EL. 32.60 34" EL 33.20 36' LOW ALARM FLOAT SNITCH 4" WORKING RANGE EL 35.0 36' AIW230 6/99 23.9 ZONE E-5.1 AIW230 6/99 23.9 ZONE E-5.1 1' UP SETTINGS: SET AS SHOWN SCALE: 3/4' = 1'-0' Cl Cl MINIMUM WEIGHT: 388 LBS. 66' 6' GRAVEL &MECH. EL 32.5 C2 Ct Cl COMPACTION (TYP.) EL 32.0 72" EL. 31.0 _ ADJ. WATER BOTTOM PERC AT 78' DUAL MYERS SRM4 Xo HP PUMPS El. 30.04 24 GAL IN 8:30 <2 MIN/IN PUMP CHAMBER MOUNT ON MYERS CHAIN PULL STAINLESS ' _ ADJ. WATER EL 30.70 _ ADJ. WATER STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS) 4.5 1000 GAL H-20 C3 5.1' 5.1' PUMP CHAMBER EL. 26.5 OBSV. WATER AT 10.4' 4' LIQ. LEVEL _ ACME OR EQUAL EL. 26.4 126" EL 24.94 _ 126" EL. 25.60 E. 127" /BLDG (BLDG 2 \ 1 - EL 26.5 138" EL. 23.55 132" EL 25.20 132" 4" VENT TO RIDGE OF OFFICE BLDG , DITCH RECYCLE LINE TOIOCLEi UZ "SP 950 L GAMODEL 34.68 35.05 37' OF 6" SCH-40 PVC AT 1% MIN. ALARM SANEANELBE INSTALLED BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP ELECTRIC PERMIT REQUIRED 34.2 / I10 111 2000 GAL RESERVE C 3 . HI ALARM ON T 1% M pUALARM ON - 6 PUMP OFF CONCH PAD �b0� J GRAym & MECK MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) 3000 GAL PUMP CHAMBER 6'-7"p TYPICAL MANHOLE CORRUGATED HDPE PIPE DEPTH OF FLOW - 00000000 5'-0 X 8'0 oe000a000 TEE SIZES: CREE IN i OFFICE PARK AND STORAGE CENTER H-2 0 600 GAL- 0000°000°°o INLET DEPTH - 10' 0 0000000°° LEACHPIT OUTLET DEPTH - 29" w 1 WIDTH VARIES ' ELEVATION OF NATURAL Cl HORIZON ON '1'60400-°0-0 � BORNSTEIN COMPANIES 000 0 40°°400 SOIL LOGS, THE B LAYER MUST BE 000000000 1 6' CHAIN LINK FENCE AROUND 0,000 1,0 REMOVED 5' LATERALLY ALL AROUND 00 o0e 00 LAND SURVEYORS IN BLACK PLASTIC COATED LINKS. 00�0�0�0� BASIN TO DEPTH OF Cl HORIZON ANDa°aa � °4°0°°°°°°° ,0 REPLACED WITH CLEAN COARSE o040 j 4` LOAM & SEED DISTURBED AREAS P. ENCCUNTERED FOR 5' AROUND AND UNDER DOUBLE WASHED LEACHING STRUCTURES. HYDROSEED BASIN AREA 4' MIN. AROUND PIT o .. o° 12'd W -,PE Go°o PROPOSED GRASS LINED RETENTION BASIN ROOF DRAIN 0X6'-8" SHOREY SOUD "0 BOTTOM AREA AS SHOWN ON PLAN, 3:1 SIDES IN,=_R-S LISTED ON PLAN NOT TO SCALE 0-O I EXCAVATE TO LINE & GRADE SHOWN ON PLAN SECTIONAL I 0-O 00 a LOAM & HYDROSEED UNING NOT TO S"..A-c 1 ° 00 ON BOTTOM AND SIDE SLOPES. CONC. '• 845E T04 ---f f °o °O0- MANUF. SPEC 3 °O0-„ „ 8' H-20 F&C CLEAN COMPACTED aI o SAND ME 1 CY\\ w (TYP-) ADV�JUST NN/G�BLOGCS�-20 RISER MORTAR ALL COMPONENTS (TYP-) YMY,NtM 4" MIN. PEASTONE °° 40404 040°0'10'10 AND MIRAFl 140NS FABRIC OVER STONE 6"OSCH-40 PVCI AT 2X TYPICAL MANHOLE CORRUGATED HDPE PIPE FROM ROOF D"NS 00000000 5'-0 X 8'0 oe000a000 L- - - -. - - -- 0° °o°000 0°0°4 OFFICE PARK AND STORAGE CENTER H-2 0 600 GAL- 0000°000°°o / 0 0000000°° LEACHPIT NOTE: IF INVERT OF DRYWELL IS ABOVE 0°,0000°° SHOREY OR EQUAL 0000000°0 ELEVATION OF NATURAL Cl HORIZON ON '1'60400-°0-0 � BORNSTEIN COMPANIES 000 0 40°°400 SOIL LOGS, THE B LAYER MUST BE 000000000 �. ALL UNSUITABLE MATERIALS TO BE REMOVED DEPTH 00 C d �- 0,000 1,0 REMOVED 5' LATERALLY ALL AROUND 00 o0e 00 LAND SURVEYORS 00�0�0�0� BASIN TO DEPTH OF Cl HORIZON ANDa°aa a -a° °4°0°°°°°°° ,0 REPLACED WITH CLEAN COARSE o040 COMPACTED SAND. REMOVE ANY OTHER UNSUITABLE MATERIAL 3/4' - 1 1/2' STONE S:OTcO H-20 ENCCUNTERED FOR 5' AROUND AND UNDER DOUBLE WASHED LEACHING STRUCTURES. 4' MIN. AROUND PIT 12'd W -,PE & 6' UNDER PIT ROOF DRAIN 0X6'-8" SHOREY SOUD SECTION NITS IN,=_R-S LISTED ON PLAN NOT TO SCALE 98-330 ANY//TTOP&SUBSOIL (A & B HORIZONS) FROM ENEA7H RETENTION BASIN BELOW CONTOUR 35 AND REPLACE WITH CLEAN SAND. COVER WITH 4' LOAM AND HYDROSEED BASIN AREA FABRIC OVERLAP 24"H-20 CAST IRON COVER INLET TEE BLOCK UP D -BOX, 24"I.D. RISER 8-GRABE,-MORTN"dA L--OMPONENTS-(T' 38.73 38.2 MIN. (LGN FOR FIRST TWO FEET � PIN _ WATER TEST FOR LFVFI X45 .06 - 4"OSCH40 PVC °o°o° ] pg Sb1L_y1JN Ofl0"6'a 10. 00°000 °'°eJai,ao o°uo °000o000o0o0a04 ii-=2O--8�OX--ON �2' `:OMPACTED-GRA ACME DB9 F` 20 OR EQUAL INV. 36.95 36.45 0 un,,., -E T --c-SUV-° CK VALVE TYP. 14 MAX. (VAR:ES) 4"eSCN40 PVC TT7'-1d:N. 0 MOUNT ON MYERS CHAIN P'JLL STAINLESS - DE H TAINLESS SCALE- N.T.S. MIRAFI 140 N NON-WOVEN-F&TER-FAB CONNECT OR EQUAL OVER PEASTONE SLOPE PAVE PIPE AND VI AS 5 Z - • 110NBI F waSkL _PEASTDNE-0VER_,t-'SI p•Pt m 4"OSCH-40 PVC LINES AT 0.5%, TITLE 5 CR:FlCES. J' TO 1-q" DOUBLE WASHED STONE 6' BELOW INVERT LEACHING FIELD SAS INSECT SCREEN PARKING LOT }JJ -- 0.5% MIN. 12"X 3" r1" TOPCOAT MASS DPW ---- INV.'S -- /CCBERM / TYPE 11 =TOP "EL ROLLER COMPACTED COMPACT SUBBASE PAVEMENT CROSS SECTION MA NOT TO SCALE SLACK PLASTIC COATED LINKS\ PROVIDE 8' MAINTENANCE GATE WITH LOCK IN CENTER SEE PAVEMENT CROSS SECTION WIDTH VARIES AND IN BOTH FOREBAYS , BOTTOM WIDTH VARIES I ADJUSTING COURSES AS REQ D.. MORTAR ALL COMPONENTS (TYP.) 4'PVC BALL SEE PAVEMENT CROSS SECTION VA -VE I H-20 F&G'S EL. 36.0 REMOVE ALL A AND B HORIZON SOILS AND ANY OTHER WIDTH VARIES SHUTOFF I UNSUITABLE SOILS ENCOUTEREO BELOW AND WITHIN 5- 1 GRADE FOR �i LATERALLY IN ALL DIRECTIONS FROM THE OUTER PERIMETER ' STORM r'• OF THE SAS AND REPLACE WITH CLEAN SAND AS SPECIFIED PAVED SWALE BYPASS SOLID 12" 0H-20 IN 310 CMR 15.355 'CONSTRUCTION IN FILL" OR TRAPROCK _ CPP: SLOPE AS NOTED APRON AS NO7 TED INV<RTS "n COMPACT BACKFILL PER PLAN m AROUND PIPE T REMOVE TO THE BOTTOM OF THE B LAYER AND SLOTTED H-20 O�� 1000 GALLON P4ECAST ANY UNSUITABLE SOIL AS SHOWN 1Ym HDPE INV. 33.6 _ I H-20 MAN -E ON TEST HOLE LOGS. THE DEPTH OF FILL AND ADS N-12 OR EQ. 24 UNSUITABLE MATERIAL MAY VARY, ENGINEER TO w TEE j000 GpL H-20 '0X6'-8" SHOREY SO POLYETHYLENE FLARED END SI' SEPTIC :TANK (2 REQ,) BASIN H-20 OR EQUAL INSPECT REMOVAL. > ADS OR E0, A'_ ACME 00 EQUAL (OIL/WATER SEPARATOR) 5< OVAL PLATE 6" TRAPROCK APROS IYl. 34 3, \ TO LEACHING TRENCHES UNDER PARKING DRAINAGE SYSTEM DETAIL SCALE: N.T.S. 12' SHUT OFF VALVE 14 EACH PIPE COVER TO GRADE H-20 F&G EL.'S N 2 DRILL (2) 1 "0 ADJ. BLOC HOLES �aTOP OF 2 PIPE 12"0 SLOTTED H-20 LIOR AR ALL CvV NE NTS (TVP.) TYPICAL MANHOLE CORRUGATED HDPE PIPE SCALE: N.T.S. SITE PLAN OF LAND IN WEST YARMOUTH, MA ADS N-12 OR EQUAL CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE AS NOTED DATE: 7-19-99 """" 75'-1.5" DOUBLE yip} o;.og REVISED: 3-01-01 I2.0' (TYP.) 1.5' ' ; �j WASHED STONE ' o- ; 0 3C.B. TRAP PREPARED FOR: � BORNSTEIN COMPANIES 000 ti 297 NORTH STREET " tax 508-362-99'80' Zo.� Q HYANNIS, MA I �. ALL UNSUITABLE MATERIALS TO BE REMOVED DEPTH 00 C d �- E 12"0 HDP PIPE ELBOW CIVIL ENGINEERS (• FOR 5' HORIZONTALLY AND TO REQUIRED LAND SURVEYORS 939 main st. yarmouthport, ma 02675 AROUND ALL LEACHING TRENCH. ENGINEER TO Ivy°ECT. SHEET 3 OF 5 UNSUITABLE SUBSOIL AVERAGED 3' DEPTH, NOTE ORIGINAL GRADES FOR BIDDING SUBSOIL REMD'VIC- S:OTcO H-20 1000 GALLON ONPRECAST 12'd W -,PE H-20 CATCH BASIN TRENCH CROSS SECTION LE.^_ 097WEEN BASINS 0X6'-8" SHOREY SOUD NITS IN,=_R-S LISTED ON PLAN BASIN H-20 OR EQUAL SECTIONAL DRAINAGE CROSS SECTION NOT TO S"..A-c s. o TYPICAL MANHOLE DETAIL SHEET ACCOMPANYING SCALE: N.T.S. SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE AS NOTED DATE: 7-19-99 REVISED: 3-01-01 REVISED: 4-27-01 REVISED: 5-11-01 vK of 4T REVISED: 6-08-01 PREPARED FOR: � BORNSTEIN COMPANIES ti 297 NORTH STREET " tax 508-362-99'80' Zo.� Q HYANNIS, MA I H. OJALA PLS, PE DATE down cape engineering, mc, CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 SHEET 3 OF 5 FAN HOUSING T-11 1/2 - NON -SKID GELCOAT 1 412' AUXILIARY VENT e 4" SCHD 40 0 0 INSULATED FILTER 1-1/2" SCHD 40 PVC RECYCLE LINE 6" SCHD 40 COUPLING -3 \ PVC INLET �-E-- 98-330 LOCKABLE ACCESS COVER /- SAMPLE PORT 1 / 64* SCHD 40 NOTES: TYPICAL GROUND INSTALLATION t't 1/4' NOTES: 1. IF INSTALLED IN GROUND WATER CONTACT GENERAL FLOW SCHEMATIC SITE ENGINEER FOR ANCHORING REQUIREMENTS. 1. VENT MAY BE RUN UP THE SIDE OF BUILDING. 4"0 CONCRETE FILLED STEEL PIPE PROTECTIVE BOLLARD: PAINT GREEN 2. VENT MAY BE RUN UP THE SIDE OF BUILDING. TO MATCH BIOCLERE UNIT. (4) REQUIRED. 1-1/2" RECYCLE LINE - FINISHED GRADE 7'- �+ RECYCLED FLOW i� \ I \ 1 2'-0" MIN \.I I \ I I r 7 IjT 6" SCHD 40 COUPLING PVC OUTLET 7'-4 /e' 5'-8 13/4* S'-6 5J8' SUMP I e 4' VENT TO BE SUPPLIED BY THE CONTRACTOR CONCRETE 1'�• BASE PAD CRUSHED STONE {- - G SHIPPIN WEIGHTS WEIGHT DRY WITH MEDIA = 2350 Ibs MODEL 24/20 WITH 950 GALLON CLARIFIER WEIGHT DRY WITH NO MEDIA = 1600 Ibs TYPICAL VENT BOTH UNITS TITLE; BIOCLERE 24/20 & 22/15 FOR ADDITIONAL INFORMATION CONTACT: GENERAL ARRANGEMENT A Aquapoznt 241 NE BLVD. i P.O.O. BORBOX 50120 NEW BEDFORD, MA 02745 (508) 998-7577 FAX (508) 998-7177 e 18 3000 PSI CONCRETE ANCHOR GUARD POST TH9 TH10 T-1tt SOIL EVALUATOR: CAN OJALA P.L.S., SE SOIL EVALUATOR: DAN 01" P.L.S., SE SOIL EVALUATOR: DAN OJALA P.L.S., SE BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R.S. EXCV. REID ELLIS (ELLIS BROS.) EXCV. MIKE LEARY EXE:. MIKE LEARY DATE: 4-10-01 12 PM DATE: 5/3/01 3 PM DA= 5/3/01 3 PM 0-2' 0 ORGANIC 0-2" 0 ORGANIC 0-2' 0 ORGANIC 2-4' A LOAMY SAND 10YR5/2 2-4' A LOAMY SAND 10YR4/4 2-4' A LOAMY SAND 10YR4/4 4-40. 8 LOAMY SAND IDYRS 6 4-48* B LOAMY SAND 2.5Y7// 4-42' B LOAMY SAND 10YR5 6 48-146" C1 M/C SAND 2.5Y6/4 TRACE SILT 42-138' C1 M/C SAND 2.5Y6/6 TRACE SILT 40-144" C1 M/C SAND 2.5Y6/6 TRACE SILT GROUNDWATER AT 130' GROUNDWATER AT 132" GROUNDWATER AT 132* EL 37.0 0' EL. 37.0 0' EL 37.0 0' 0/A 4' O/A 4' 0/A 4" e 8 B EL 33.0 48" AJW230 4/01 23.4 ZONE E-4.4 EL. 33.5 42' AFW230 4/01 23.4 ZONE E-4.4 EL 33.66 40' AJW230 4/01 23.4 ZONE E-4.4 C1 BOTTOM PERC AT 58* Ci BOTTOM FERC AT 52" C1 BOTTOM PERC AT 56' 24 GAL POURED, <6"AT 9:30 24 GAL POURED IN 5:30 24 GAL POURED <6*AT 7:00 EL. 30.57 _ ADJ. WATER <2 MIN/IN EL 30.40 _ ADJ. WATER <2 MIN/IN EL 30.40 _ ADJ. WATER <2 MIN/IN 4.4' 4.4' 4.4' EL. 26.16 _ 130" EL 26.00 _ 132' EL 26.00 _ 132' EL. 24.63 146" EL 25.5 138' EL 25.0 144' FROM BUILDING No STEEL LIDS 1.5 DIA. RECYCLE LI 1/2 LIQUID DEPT 1/4"� 12' TYPICAL SLOPE TO LEACH FIELD 0. NOTES: UNLESS OTHERWISE SPECIFIED: 1. CONCRETE MINIMUM STRENGTH: 4,000 PSI O 28 DAYS. 2. STEEL REINFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE MESH. 3. EYES: (4): 1/2' DIAMETER RE -BAR CAST IN PUCE AS SHOWN 6' FROM O.D., EQUALLY SPACED. 4. PAD TO BE SUPPLIED AND INSTALLED BY CONTRACTOR 'A' DIA Y U 4'-6'HIGH H MODEL 'A' PRECAST MOUNTING PAD (MODELS 22 & UP) 19/22 Y 24 B' 1%* PVC SCHD 40 RECYCLE UNE FROM BIOCLERE UNIT(S) TANS INLET E2EEVK ' URROUND ENTIRE BIOCLERE (BELOW GRADE) .JIT" 3/8" PEA STONE OR CLEAN SAND * SEE NOTE 1 IF INSTALLED IN GROUNDWATER 11% Recycle Line + Conduit Installation. (Primary Tank) 1%" Biofilter Recycle Line with 2" Conduit, J Installation at Primary Tank. NOTES FOR CONTRACTOR: 1. SLOPE PIPE BACK TO SEPTIC TANK WITH NO LOW POINTS. 2. USE PRESSURE FITTINGS ONLY. ET 3. PRONDE PVC CONDUIT WITH END CAP )00 AND GROMMET SEAL OR EQUIVALENT, THAT WILL PREVENT SEWER GASES FROM ENTERING THE BUILDING, 2" Dia SCHD 40 PVC G00UIT FROM BUILDING \ (SEE NOTE 3) TYPICAL PRIMARY (SEPTIC) TANK HALF UOUID DEPTH SCHD 80 PVC PIPE TO BE USE INSIDE TANK PVC 90' ELBOW INSTALLED AT CENTER OF LIQUID DEPTH (36 DISTANCE FROM OUTLET INVERT TO TANK BOTTOM) FOR COMMERCIAL APPLICATIONS, AN EXTENSION MAY BE REQUIRED 12' CRUSHED STONE PIPE TO BE INSTALLED DETAIL SHEET ACCOMPANYING SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE AS NOTED DATE: 7-19-99 REVISED: 3-01-01 REVISED: 4-27-01 REVISED: 5-11-01 REVISED: 5-17-01 REVISED: 6-08-01 PREPARED FOR: BORNSTEIN COMPANIES 297 NORTH STREET off 508-362-4541 HYANNIS, MA fax 508 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS SHEET 4 OF 5 939 main st. yarmouthport, ma 02675 3D 10' 1%* PVC SCHD 40 RECYCLE UNE FROM BIOCLERE UNIT(S) TANS INLET E2EEVK ' URROUND ENTIRE BIOCLERE (BELOW GRADE) .JIT" 3/8" PEA STONE OR CLEAN SAND * SEE NOTE 1 IF INSTALLED IN GROUNDWATER 11% Recycle Line + Conduit Installation. (Primary Tank) 1%" Biofilter Recycle Line with 2" Conduit, J Installation at Primary Tank. NOTES FOR CONTRACTOR: 1. SLOPE PIPE BACK TO SEPTIC TANK WITH NO LOW POINTS. 2. USE PRESSURE FITTINGS ONLY. ET 3. PRONDE PVC CONDUIT WITH END CAP )00 AND GROMMET SEAL OR EQUIVALENT, THAT WILL PREVENT SEWER GASES FROM ENTERING THE BUILDING, 2" Dia SCHD 40 PVC G00UIT FROM BUILDING \ (SEE NOTE 3) TYPICAL PRIMARY (SEPTIC) TANK HALF UOUID DEPTH SCHD 80 PVC PIPE TO BE USE INSIDE TANK PVC 90' ELBOW INSTALLED AT CENTER OF LIQUID DEPTH (36 DISTANCE FROM OUTLET INVERT TO TANK BOTTOM) FOR COMMERCIAL APPLICATIONS, AN EXTENSION MAY BE REQUIRED 12' CRUSHED STONE PIPE TO BE INSTALLED DETAIL SHEET ACCOMPANYING SITE PLAN OF LAND IN WEST YARMOUTH, MA CAPE LIGHT COMMONS OFFICE PARK AND STORAGE CENTER SCALE AS NOTED DATE: 7-19-99 REVISED: 3-01-01 REVISED: 4-27-01 REVISED: 5-11-01 REVISED: 5-17-01 REVISED: 6-08-01 PREPARED FOR: BORNSTEIN COMPANIES 297 NORTH STREET off 508-362-4541 HYANNIS, MA fax 508 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS SHEET 4 OF 5 939 main st. yarmouthport, ma 02675