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Home My WebLink AboutDesign Review - Master Site Plan:7 LEGEND PROPOSED PORCH PROPOSED ADDITION 2,780 SF GENERAL 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 ASSUMED FROM QUAD. 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 08/01. 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. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 10. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. LXISIING ULNSL PRIVIT HEDGE APPROX. SAW -CUT LINE MATCH EXISTING PAVEMENT GRADES, TYP. SEWAGE FLOW ESTIMATE: NO GARBAGE GRINDERS ALLOWED. THEATER USE 200 SEATS (3 GPD/SEAT) = 600 GPD ACCESSORY OFFICE 1500 SF (.075)= 113 GPD 115 PERSON CLASSROOMS AT 3 GPD/STUDENT = 345 GPD. EXHIBIT SPACE, ARTISTS SPACE- OFFICE TYPE USE.. 2780 SF (75/1000) = 209 GPD TOTAL: 1267 GPD USE 1950 GPD DESIGN FLOW TO ACCOMODATE OCCASIONAL PEAKS AND TO EXTEND LIFE OF SYSTEM. TITLE 5: 2 COMPARTMENT TANK REQ. >1000 GPD. SEPTIC TANK: 1950 GPD(200%) =3900 GAL REQ. USE 4000 GAL H-20 PRIMARY SEPTIC TANK. 1950 GPD(100%) =1950 GAL REQ. USE 2000 GAL H-20 SECONDARY SEPTIC TANK. LEACHING FACILITY: NO GARBAGE GRINDERS ALLOWED. CLASS I SOILS 0.74 GPD/SF LTAR SEWAGE FLOW = 1950 GPD USE 64'X42' LEACHING FIELD W/ 2688 SF BOTTOM AREA: 2688 SF (0.74 GPD/SF) = 1989 GPD > 1950 GPD O.K. SITE PLAN OS SEWER MANHOLE s�so O 0 0 z I 11 WATER GATE ®J F9 CATCH BASIN 55 PROPOSED CONTOUR �) UTILITY POLE A GROUND LIGHT o`' DANIEL "So EXISTING POLE LIGHT P� °J PROPOSED POLE LIGHT 20' MAX. HT. .Q FREE STANDING SIGN OCESSPOOL o� A o OJ^� (REMOVE) n I GUY WIRE I LOCUS MAP PROP. TRAFFIC PAINT 0 EXISTING SHRUB aGAS GATE � 9 0 YARMOUTH COMMUNITY CULTURAL CENTER EXISTING TREES 9oF o�P I PROPOSED SHRUB 939 Main Street — YARMOUTHPORT, MASS. PROPOSED 3" CALIPER PARKING/BUFFER TREE _2008.DWG m CP CESSPOOL (REMOVE) L G SEE NOTES O DRYWELL (SAVE) SEE NOTES PROPOSED PORCH PROPOSED ADDITION 2,780 SF GENERAL 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 ASSUMED FROM QUAD. 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 08/01. 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. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 10. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. LXISIING ULNSL PRIVIT HEDGE APPROX. SAW -CUT LINE MATCH EXISTING PAVEMENT GRADES, TYP. SEWAGE FLOW ESTIMATE: NO GARBAGE GRINDERS ALLOWED. THEATER USE 200 SEATS (3 GPD/SEAT) = 600 GPD ACCESSORY OFFICE 1500 SF (.075)= 113 GPD 115 PERSON CLASSROOMS AT 3 GPD/STUDENT = 345 GPD. EXHIBIT SPACE, ARTISTS SPACE- OFFICE TYPE USE.. 2780 SF (75/1000) = 209 GPD TOTAL: 1267 GPD USE 1950 GPD DESIGN FLOW TO ACCOMODATE OCCASIONAL PEAKS AND TO EXTEND LIFE OF SYSTEM. TITLE 5: 2 COMPARTMENT TANK REQ. >1000 GPD. SEPTIC TANK: 1950 GPD(200%) =3900 GAL REQ. USE 4000 GAL H-20 PRIMARY SEPTIC TANK. 1950 GPD(100%) =1950 GAL REQ. USE 2000 GAL H-20 SECONDARY SEPTIC TANK. LEACHING FACILITY: NO GARBAGE GRINDERS ALLOWED. CLASS I SOILS 0.74 GPD/SF LTAR SEWAGE FLOW = 1950 GPD USE 64'X42' LEACHING FIELD W/ 2688 SF BOTTOM AREA: 2688 SF (0.74 GPD/SF) = 1989 GPD > 1950 GPD O.K. ADDRESS: #301 & #307 OLD MAIN STREET, SOUTH YARMOUTH, MA ASSESSORS MAP 61 PCL 16.1 DB 20588 PG 241 NOTE: PARCELS HAVE BEEN COMBINED INTO 1 LOT. COMBINED LOT AREA 0.91 ACRES± ZONING DISTRICT: RS -40 40,000 SF 150' FRONTAGE RS -40 SEBACKS: 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 25% EXISTING 7059/39545=17.97 PROPOSED ADDITION 580 SF, 7639/39545 = 19.3% MAX BLDG HEIGHT: 35' EXISTING HT. 33.0'±, ADDITION HEIGHT 28' APPROX. NOT IN APD DISTRICT \ FLOODZONE: C 1 \ \ \ EXISTING -USE: #307— Pl NON—PROFIT EDUCATIONAL \ \ PROPOSED USE: #307— P1 NON—PROFIT EDUCATIONAL (ADD SPACE) ;ES \ V \ JC. A9 \ \ + 18.4 \ \ / t 18.1 )WN OF YARMOUTH 23,874± SO. FT. 0.55± ACRES SITE PLAN SCALE: 1 "=20' 20 0 20 40 60 Feet 0 PARKING CALCULATIONS: ASSEMBLY USE (THEATER) = HIGHEST OCCUPANT LOAD (200 OCCUPANTS) 200 OCC. (1 SPACE/3 OCCUPANTS = 67 SPACES RESIDENCE (#301)2 SPACES/D. = 2 SPACES 69 SPACES REQUIRED 39 PARKING SPACES SHOWN (EXISTING) ON-SITE RELIEF FOR 30 SPACES NEEDED, (OR SEE PRIOR ZONING RELIEF GRANTED) NOTE: ADJACENT TOWN LOT HAS 24 SPACES, ADDITIONAL MUNICIPAL PARKING SPACES AVAILABLE IN THE AREA. 521 CMR 23.2.1 - 2 HCP SPACES REQUIRED 2 HCP SPACES PROVIDED INCL. 1 VAN ACCESSIBLE SPACE TREE CALCULATION: 39(1/8) = 5 TREES PROVIDED 5 TREES PROVIDED IN ISLAND APPLICANT: YARMOUTH COMMUNITY CULTURAL CENTER, INC. P.O.BOX 118 SOUTH YARMOUTH, MA 02664 WWW.YARMOUTH3C.ORG OWNER: YARMOUTH COMMUNITY CULTURAL CENTER, INC. P.O.BOX 118 SOUTH YARMOUTH, MA 02664 CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. DANIEL A. OJALA PE, PLS 939 MAIN STREET YARMOUTHPORT,MA 02675 PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: JOHN KOWALKSI 19 HASTINGS AVE, W.YARMOUTH, MA off 508-362-4541 fax 508 362-9880 N SITE PLAN tP� 9 Z O Q _ DATE: 11-19-01 0 0 z I 11 F9 R TE 28 0P5h REVISED: 6-2-08 (ADDITION) ��ytHOFMgSS�c D S down cape en gin eerin g, Inc. R� o`' DANIEL "So o� DANIELA. yam P� °J O SOUTH YARMOUTH, MA o� A o OJ^� CIVIL ENGINEERS SCALE 1" = 20' LOCUS MAP SCALE 1" = 2083' CIVIL U No. 46502 y ADDRESS: #301 & #307 OLD MAIN STREET, SOUTH YARMOUTH, MA ASSESSORS MAP 61 PCL 16.1 DB 20588 PG 241 NOTE: PARCELS HAVE BEEN COMBINED INTO 1 LOT. COMBINED LOT AREA 0.91 ACRES± ZONING DISTRICT: RS -40 40,000 SF 150' FRONTAGE RS -40 SEBACKS: 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 25% EXISTING 7059/39545=17.97 PROPOSED ADDITION 580 SF, 7639/39545 = 19.3% MAX BLDG HEIGHT: 35' EXISTING HT. 33.0'±, ADDITION HEIGHT 28' APPROX. NOT IN APD DISTRICT \ FLOODZONE: C 1 \ \ \ EXISTING -USE: #307— Pl NON—PROFIT EDUCATIONAL \ \ PROPOSED USE: #307— P1 NON—PROFIT EDUCATIONAL (ADD SPACE) ;ES \ V \ JC. A9 \ \ + 18.4 \ \ / t 18.1 )WN OF YARMOUTH 23,874± SO. FT. 0.55± ACRES SITE PLAN SCALE: 1 "=20' 20 0 20 40 60 Feet 0 PARKING CALCULATIONS: ASSEMBLY USE (THEATER) = HIGHEST OCCUPANT LOAD (200 OCCUPANTS) 200 OCC. (1 SPACE/3 OCCUPANTS = 67 SPACES RESIDENCE (#301)2 SPACES/D. = 2 SPACES 69 SPACES REQUIRED 39 PARKING SPACES SHOWN (EXISTING) ON-SITE RELIEF FOR 30 SPACES NEEDED, (OR SEE PRIOR ZONING RELIEF GRANTED) NOTE: ADJACENT TOWN LOT HAS 24 SPACES, ADDITIONAL MUNICIPAL PARKING SPACES AVAILABLE IN THE AREA. 521 CMR 23.2.1 - 2 HCP SPACES REQUIRED 2 HCP SPACES PROVIDED INCL. 1 VAN ACCESSIBLE SPACE TREE CALCULATION: 39(1/8) = 5 TREES PROVIDED 5 TREES PROVIDED IN ISLAND APPLICANT: YARMOUTH COMMUNITY CULTURAL CENTER, INC. P.O.BOX 118 SOUTH YARMOUTH, MA 02664 WWW.YARMOUTH3C.ORG OWNER: YARMOUTH COMMUNITY CULTURAL CENTER, INC. P.O.BOX 118 SOUTH YARMOUTH, MA 02664 CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. DANIEL A. OJALA PE, PLS 939 MAIN STREET YARMOUTHPORT,MA 02675 PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: JOHN KOWALKSI 19 HASTINGS AVE, W.YARMOUTH, MA off 508-362-4541 fax 508 362-9880 N SITE PLAN DRAFTER: DAO DATE: 11-19-01 jHOFMgs�c I 11 F9 CHKD BY: AHO REVISED: 6-2-08 (ADDITION) ��ytHOFMgSS�c � down cape en gin eerin g, Inc. OF LAND IN o`' DANIEL "So o� DANIELA. yam SOUTH YARMOUTH, MA o� A o OJ^� CIVIL ENGINEERS SCALE 1" = 20' N O U No. 0980 y q CIVIL U No. 46502 y LAND SURVEYORS PREPARED FOR: � 9 0 YARMOUTH COMMUNITY CULTURAL CENTER PERMIT PLAN— NOT FOR CONSTRUCTION 9oF o�P I P0. a,-TEa�OP4�� SIDa,nLe�o` 939 Main Street — YARMOUTHPORT, MASS. 01-201YARMCCC_REV _2008.DWG m #307 OLD MAIN STREET SssNEo L G