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Home My WebLink AboutHiggins Crowell & Willow St - Grading & Utilities Plan of LandSYSTEM DESIGN: USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK LEACHING: 220 GPD / (.74) = 298 SF REQUIRED 7.5' X 40' = 300 SF OK 300 SF X .74 = 222 GPD OK USE A 7.5' X 40' PIPE AND STONE LEACHING FIELD PERF. ADS -N-12- PLUS CUT SLOTS WITH SKILLSAW E.O. RIB LT SECTION A -A ORPURCHASE SLOTTED PIPE EXIST. SPOT ELEV. MIRAFI 14ON TOP AND SIDES j''., 1, '.:1'.% 198.41 18" 12"0H-20 HDPE PIPE - 0°o°o o°od°a °a°o°o INV. 34.0-3'.- SLOPE OF GROUND °off° 0�'o UTILITY POLE 0000000000 000000000 BOTTOM 33.6 A FIRE HYDRANT 0 LIGHT POLE/SECURITY CAMERA NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 3/4" - 1 1/2" N co N WASHED STONE UNDERNEATH AND BESIDE PIPE 0cm o / WIDTH AND LENGTHS LISTED ADJ. G.W. rtd DRAINAGE CROSS SECTION Q O NOT TO SCALE LEGEND- -yy - LAIJIINU UUMUUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 TEST HOLE 2% SLOPE OF GROUND CQD UTILITY POLE FIRE HYDRANT 0 LIGHT POLE/SECURITY CAMERA NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING WATER TOLERANT PLANTS- MUST TOLERATE DROUGHT CONDITIONS AS WELL. SEE PLANTING SCHEDULE POOLING ZONE - DEPTH PER PLAN LINE AND GRADE PER PLAN VIEW FILTRATION ZONE - 24" PLANTING MEDIUM SOIL MATRIX REQ: 50% MEDIUM SAND 30% NATIVE TOPSOIL 20% COMPOST USE ONLY HARDWOOD BARK MULCH NOTE: 36" DEEP SOIL WHERE TREES PROPOSED. RECHARGE ZONE --� COARSE SAND OR GRAVEL DICE # 14-348 RAIN GARDEN NOT TO SCALE SYSTEM PROFILE (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE SLAB EL. 39.0' 40.0 MINIMUM .75' OF COVOVER PRFrAqT PRECAST H-20 4"0SCH40 PVC RISERS (TYP.) PIPES LEVEL 1ST 2' a� i 2'0 38.74' 10" - : • :a 38.44' TEE 38 24' 24" 38 19 ° .° ° WATERTEST D'BOX 24" TEE °'°°°'°'°`°' FOR LEVELNESS TEE °�o�o opo_ ?; GAS BAFFLE GAS BAFFLE 38.07' 7 ' 1000 GAL COMP. 500 GAL COMP. 0 0 0 0 0 00 0°•O O0°•O0OoOoOoOo°•O"°O�°aO O °O °O °O 8OL °°°°°°°°°°°°°°°°° *THE INSTALLER SHALL VERIFY THE°o°oo°oo°0°0°0°0°O°o°O0000O0 0 0"00000. LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND 6" CRUSHED STONE OR MECHANICAL ELEVATIONS PRIOR TO INSTALLING ANY COMPACTION. (15.221 [21) PORTION OF SEPTIC SYSTEM (2 % SLOPE) (-L% % SLOPE) FOUNDATION- 15' SEPTIC TANK 12' D' BOX RIPRAP STONE SLOPE PROTECTION/FABRIC FLOW DIFFUSER FILTRATION STRIP ALONG EDGE AS SHOWN IN PLAN VIEW q CORNEPS C= t- HiNG FIELD '•'; /PEB?P SET 4" =_C. G= • INSPECTION PORT 2% SLOPE FILTER FABRIC. _ 39.5 TOP 37.95' FINISHED GRADE 11 CLEAN FILL 11 1 111111. 4" PERFORA- P'."+ 5' O.C. S=0.005 - 0 0 3/4'-1-1/2" DOUBLE WASHED 0 8.5" STONE LEACHING FIELD LEVEL BOTTOM 0 (-1_7. SLOPE) 5, LEACHING 40.0' 36.6' 5.0' -�j VENT W/ CHARCOAL FILTER CONNECT ANDIVENT 6"DEPTH MIN BELOW INV. 37.5' K�l USE ADJUSTED GROUNDWATER 0 EL. 31.6 PER PREVIOUS TEST HOLES IN AREA WITHIN THE 20' FRONT BUFFER AND 10' SIDES AND REAR BUFFER EXISTING TREES OF AT LEAST 4" CALIPER SHALL BE RETAINED . IF SUCH TREES DO 8xB PT LANDSCAPE TIE NOTES 1. DATUI IS NAVD 88 2. MUN;IPAL WATER IS PROPOSED 3. MINIIUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESI',N LOADING FOR ALL PROPOSED PRECAST UNITS TO BE \ASHG H -LQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CM2 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURP05E. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. w z a LIJ Q N to 00 0 Q z Q_ 12" EQUALIZER PIPE WITH 3'x3' STONE LEACHING TRENCH LEVEL INVERT 34.0' 0' BUFFER LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO567J DATED 7/16/2014 LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS OF RARE SPECIES ZONING SUMMARY ZONING DISTRICT B3 MINIMUM LOT SIZE = 40,000 MINIMUM FRONTAGE = 100' MAXIMUM BLDG COVERAGE = 35% BUILDING SETBACKS: REQUIRED FRONT = 30' SIDE = 10' REAR = 30' BUILDING HT. = 35' MAX. EXISTING USE: VACANT PROPOSED USE: PARKING LOT (WINTER- BOAT STORAGE) APD ZONE: 70% MAX. LOT COVERAGE: 84,619 SF GRAVEL & BLDG /122,029 = 69% < 70% O.K. OWNER OF RECORD GLADSTONE LTD. PARTNERSHIP ATTN: STUART BORNSTEIN HOLLY MANAGEMENT & SUPPLY 27 NORTH STREET, HYANNIS, MA 02601 REFERENCES DOC# 769318 PLAN BOOK 593 PAGE 8 LC PLAN 37201-D PERMIT SET NOT FOR CONSTRUCTION r�% SHEET 2 GRADINC,/YJTBL9TIES SITE PLAN OF LAND AT INTERSECTION OF HIGGINS CROWELL x & WILLOW STREET PREPARED FOR 41, `aP tr GLAwUm"61STOm"E, U-0 DATE: DEC. 17, 2014 REV.: FEB. 10, 2015 (SPR COMMENTS) 0TH6 REV.: MARCH 6, 2015 (DESIGN COMMENTS) 37 �� s i ' •e• } off 508-362-4541 �� , d fax 508-362-9880 , I OF ��qS ��\ S ` ' �'ZN OF lggg �,TN �� '` � �� Sqo \\ O� �\ // tr , downcape.com c � J DANIELA. y�� DANIEL y�N ,� `� Q G� �. 00WO cope engineering enc. DANIEL t A. '9S ��',' Scale:1 = 30 CIVIL OJALA ,� �/, �'G 5 civil engineers No. No. 40980 ,� �/��\ O��`�p��j land surveyors �r18T�p�o��`v A Off. S10 L-----------�--- 0 15 30 45 60 75 FEET 939 Main Street (Rte 6A) /ONpLHo suRVE O -"'V ,<\ P �� YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. /(2 Yarmouth Campground Route 6 a � N co 0cm o Q rtd Q O Bamstoble 90� Municipal C�OWell Airport COMM Electric LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO567J DATED 7/16/2014 LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS OF RARE SPECIES ZONING SUMMARY ZONING DISTRICT B3 MINIMUM LOT SIZE = 40,000 MINIMUM FRONTAGE = 100' MAXIMUM BLDG COVERAGE = 35% BUILDING SETBACKS: REQUIRED FRONT = 30' SIDE = 10' REAR = 30' BUILDING HT. = 35' MAX. EXISTING USE: VACANT PROPOSED USE: PARKING LOT (WINTER- BOAT STORAGE) APD ZONE: 70% MAX. LOT COVERAGE: 84,619 SF GRAVEL & BLDG /122,029 = 69% < 70% O.K. OWNER OF RECORD GLADSTONE LTD. PARTNERSHIP ATTN: STUART BORNSTEIN HOLLY MANAGEMENT & SUPPLY 27 NORTH STREET, HYANNIS, MA 02601 REFERENCES DOC# 769318 PLAN BOOK 593 PAGE 8 LC PLAN 37201-D PERMIT SET NOT FOR CONSTRUCTION r�% SHEET 2 GRADINC,/YJTBL9TIES SITE PLAN OF LAND AT INTERSECTION OF HIGGINS CROWELL x & WILLOW STREET PREPARED FOR 41, `aP tr GLAwUm"61STOm"E, U-0 DATE: DEC. 17, 2014 REV.: FEB. 10, 2015 (SPR COMMENTS) 0TH6 REV.: MARCH 6, 2015 (DESIGN COMMENTS) 37 �� s i ' •e• } off 508-362-4541 �� , d fax 508-362-9880 , I OF ��qS ��\ S ` ' �'ZN OF lggg �,TN �� '` � �� Sqo \\ O� �\ // tr , downcape.com c � J DANIELA. y�� DANIEL y�N ,� `� Q G� �. 00WO cope engineering enc. DANIEL t A. '9S ��',' Scale:1 = 30 CIVIL OJALA ,� �/, �'G 5 civil engineers No. No. 40980 ,� �/��\ O��`�p��j land surveyors �r18T�p�o��`v A Off. S10 L-----------�--- 0 15 30 45 60 75 FEET 939 Main Street (Rte 6A) /ONpLHo suRVE O -"'V ,<\ P �� YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S.