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Home My WebLink AboutDecision 3744 - Site PlanLEGEND 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 FWD/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 PASHTO -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. I 1912 .4 i LOCUS MAP SCALE 1't = 2083' ADDRESS: #301 & #307 OLD MAIN STREET, SOUTH YAHMUUTI% MA ASSESSORS MAP 61 PCIS 15, 16 & 17 NOTE: PARCELS TO BE 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 705939545=17.9% PROPOSED ADDITION 580 SF, 7639/39545 = 19.3% MAX. BLDG HEIGHT: 35' EXISTING HT. 33.0'±, ADDITION HEIGHT 20' APPROX. NOT IN APD DISTRICT 21.2\ EXISTING USE: #307 VACANT BANK BUILDING/TOWN HALL, #301 VACANT RESIDENCE \ PROPOSED USE: #307- PI NON-PROFIT EDUCATIONAL, #301- RESIDENCE 20.9 0.9 \ \ \ FLOODZONE: C + 7 \\ \ 20.5 \ \ S \\\2S STRIPED SPACES \ AS SHOWN ON \ �O 1985 P \ ��. OLD AGE INC. 9 \ \ \ 20, _� 18.4 \\ 20.1 + 1111 / 19.2 / TOWN OF YARMOUTH } 23,874± SQ. FT. a i8z 0.55± ACRES / _. * 19.1 \ V/ 1915 36' ELM *19.6 SIGN 1 •8 18.7 4, 0 8' HOLLY tiry VERIFY ROOF DR (L� ^ >�M IF CESSP 19 1 36� ELM REMOVE FILL 18.8 6 \ \ WITH C dJ s, \ TYP. SB.B G ry0� r0 \\ + 3 b 1 . G 19.2 \ + / 19.6 - \ \ _ u;N " + - G A \!p 3 N01'E=; PUMP ,6 BATHTBASEMENT BE UTILIZED + 18.98 #307 h^ \ \ + 18.2 i Jas i8s 7 V *101-11 18.6 18.3 10' HOLLY EXISTING BUILDING$' �� 18 �ttxlv�UT � BENCHMARK: Cu'`7TER FIRST FLOOR EL. 21.89.3 � 1 C CATCH BASIN EL 15.15 2 9 O N' 0 .�4p, // •o i °j \ 18.1 'LO i CP H- 40DQ G\iLL\ 1_T %® \ + I8' G \ // VERT CTURE 19.0GAL- )STING G 181 IS A C�\ , GQ�G O H-� Si2\ \PAVED PARK] IF DRYDO N07 0 T 2 REMOVE AND 33. 9 1M1 AP OX. o C 'i7• / .g, WITH CLEAN 2 M1 SAW LQ U ryo' ]y Ia9 is.2 �+\`C + s / > MATC EklyTt G hJ OPOS / �D-BO PAVE . TYP. 8 �9 M106 `�'� 1 .o LOTLSCQR ADDmo / \ 's• S' M1 �9 30:915ST S6o p Gd a COMBINED EA #301 s EXISTING BUILDING �' 4'X20' FIRST FL60R EL 20.6 LEACk(INGi ` \ MOTE: PRO 4 / / /+)I(9 TRENCki �. CESSP00 >' / / 9 TO KMA1N6 NEW M AR / S}' VE PER T 5.STING \APPROX. / �/ / roJ // I \ PAVED PARKING -71 / .,J. ,y0• L SAW -CUT UNE TO REMAIN B� 8.1 PAVEMENTTCH EXISTING GRADES, TYP 1 .3 \i / A=J• N9 \ IN CTION / // // TH 100% RES / gG 00 18.3 \ PORT SEE OTOCON nab 18. \ SEPTIC PROFILE \ \ / /,J• / / 0 P ED 4' ti' MARLS \ ,q / \ LD, �h 18.5 `� IS• / VE � 2.8.9 /. 1 .9 \ ` / 8 `o \ / � 19. 17b EXISTING DENSE \ \ /Q� PRMT HEDGE TWIN \ 18.4 15+OAK 9 IN / � / 8.4 ueoTc• \ / J 8,3 ---18.3 1116 \ / 8.5 \ /6' \ . 1 14' MAPLE R, lax..` ,V .3 12'MAPLE u) SITE PLAN DRAFTER: DAO OF LAND IN OF BY: AHO LTi SOUTH YARMOUTH, MA 0 CD PREPARED FOR: SCALE 1" = 20' YARMOUTH COMMUNITY CULTURAL CENTER ro ` #307 OLD MAIN STREET 101-201YARMCCC.DWG 3 �0 30' MAPLE % s 162 SITE FLAN SCALE: 1'=20' 20 0 20 40 60 Feet DATE: 11-19-01 --Cm a 'j4� S�61M fApMQy� z PQ Co r z SIl� G9�Fyoa SLltsn�� + 18.0 PARKING CALCULATIONS: ASSRIBIY`USF (THFATT HIGHEST OCCUPANT LOAD (200 OCCUPANTS) KESu%tNGE (y•.,J1) t orM�.cgi u u. Y= t jr,w_o 69 SPACES REQUIRED 39 PARKING SPACES SHOWN (EXISTING) ON-SITE RELIEF FOR 30 SPACES REQUESTED. 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 EXISTING DENSE PRMT HEDGE 17.4 17.1 APPLICANT: YARMOUTH COMMUNITY CULTURAL CENTER,Iric, ? owNEfZ P.O.BOX 118 SOUTH YARMOUTH, MA 02664 CONTACT: BOB HOLLE 508-833-7770 WWW.YARMOUTH3C.ORG LEGAL ASSRD: Ardito, Sweeney, Stusse, Robertson, & Dupuy, P.C. EDWARD J. SWEENEY, JR. ESQ. 25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 PH. 1-506-775-3433 FAX 1-508-790-4778 S 2 CML ENGINEER: DOWN CAPE ENGINEERING, INC. ARNE H. OJALA PE. PLS / DANIEL A OJALA EFT. PLS 939 MAIN STREET YARMOUTHPORT,MA 02675 PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC. BILL RICHMOND, AIA 923 MAIN STREET YARMOUTHPORT, MA 02675 PH. 1-508-362-8382 FAX 1-508-362-2828 off 508-362-4541 fax 508 362-9880 down cape engineering, in c. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. O SEWER MANHOLE S �u GATE WATER `®J CATCH BASIN -- PROPOSED CONTOUR Cc-) UTILITY POLE GROUND LIGHT EXISTING POLE LIGHT PROPOSED POLE LIGHT 20' MAX. HT. FREE STANDING SIGN O CESSPOOL (REMOVE) n GUY WIRE I PROP. TRAFFIC PAINT 0 EXISTING SHRUB 6 GAS GATE EXISTING TREES PROPOSED SHRUB PROPOSED 3" CALIPER PARKING/BUFFER TREE / Cp CESSPOOL (REMOVE) SEE NOTES ;,' O DRYWELL (SAVE) SEE NOTES 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 FWD/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 PASHTO -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. I 1912 .4 i LOCUS MAP SCALE 1't = 2083' ADDRESS: #301 & #307 OLD MAIN STREET, SOUTH YAHMUUTI% MA ASSESSORS MAP 61 PCIS 15, 16 & 17 NOTE: PARCELS TO BE 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 705939545=17.9% PROPOSED ADDITION 580 SF, 7639/39545 = 19.3% MAX. BLDG HEIGHT: 35' EXISTING HT. 33.0'±, ADDITION HEIGHT 20' APPROX. NOT IN APD DISTRICT 21.2\ EXISTING USE: #307 VACANT BANK BUILDING/TOWN HALL, #301 VACANT RESIDENCE \ PROPOSED USE: #307- PI NON-PROFIT EDUCATIONAL, #301- RESIDENCE 20.9 0.9 \ \ \ FLOODZONE: C + 7 \\ \ 20.5 \ \ S \\\2S STRIPED SPACES \ AS SHOWN ON \ �O 1985 P \ ��. OLD AGE INC. 9 \ \ \ 20, _� 18.4 \\ 20.1 + 1111 / 19.2 / TOWN OF YARMOUTH } 23,874± SQ. FT. a i8z 0.55± ACRES / _. * 19.1 \ V/ 1915 36' ELM *19.6 SIGN 1 •8 18.7 4, 0 8' HOLLY tiry VERIFY ROOF DR (L� ^ >�M IF CESSP 19 1 36� ELM REMOVE FILL 18.8 6 \ \ WITH C dJ s, \ TYP. SB.B G ry0� r0 \\ + 3 b 1 . G 19.2 \ + / 19.6 - \ \ _ u;N " + - G A \!p 3 N01'E=; PUMP ,6 BATHTBASEMENT BE UTILIZED + 18.98 #307 h^ \ \ + 18.2 i Jas i8s 7 V *101-11 18.6 18.3 10' HOLLY EXISTING BUILDING$' �� 18 �ttxlv�UT � BENCHMARK: Cu'`7TER FIRST FLOOR EL. 21.89.3 � 1 C CATCH BASIN EL 15.15 2 9 O N' 0 .�4p, // •o i °j \ 18.1 'LO i CP H- 40DQ G\iLL\ 1_T %® \ + I8' G \ // VERT CTURE 19.0GAL- )STING G 181 IS A C�\ , GQ�G O H-� Si2\ \PAVED PARK] IF DRYDO N07 0 T 2 REMOVE AND 33. 9 1M1 AP OX. o C 'i7• / .g, WITH CLEAN 2 M1 SAW LQ U ryo' ]y Ia9 is.2 �+\`C + s / > MATC EklyTt G hJ OPOS / �D-BO PAVE . TYP. 8 �9 M106 `�'� 1 .o LOTLSCQR ADDmo / \ 's• S' M1 �9 30:915ST S6o p Gd a COMBINED EA #301 s EXISTING BUILDING �' 4'X20' FIRST FL60R EL 20.6 LEACk(INGi ` \ MOTE: PRO 4 / / /+)I(9 TRENCki �. CESSP00 >' / / 9 TO KMA1N6 NEW M AR / S}' VE PER T 5.STING \APPROX. / �/ / roJ // I \ PAVED PARKING -71 / .,J. ,y0• L SAW -CUT UNE TO REMAIN B� 8.1 PAVEMENTTCH EXISTING GRADES, TYP 1 .3 \i / A=J• N9 \ IN CTION / // // TH 100% RES / gG 00 18.3 \ PORT SEE OTOCON nab 18. \ SEPTIC PROFILE \ \ / /,J• / / 0 P ED 4' ti' MARLS \ ,q / \ LD, �h 18.5 `� IS• / VE � 2.8.9 /. 1 .9 \ ` / 8 `o \ / � 19. 17b EXISTING DENSE \ \ /Q� PRMT HEDGE TWIN \ 18.4 15+OAK 9 IN / � / 8.4 ueoTc• \ / J 8,3 ---18.3 1116 \ / 8.5 \ /6' \ . 1 14' MAPLE R, lax..` ,V .3 12'MAPLE u) SITE PLAN DRAFTER: DAO OF LAND IN OF BY: AHO LTi SOUTH YARMOUTH, MA 0 CD PREPARED FOR: SCALE 1" = 20' YARMOUTH COMMUNITY CULTURAL CENTER ro ` #307 OLD MAIN STREET 101-201YARMCCC.DWG 3 �0 30' MAPLE % s 162 SITE FLAN SCALE: 1'=20' 20 0 20 40 60 Feet DATE: 11-19-01 --Cm a 'j4� S�61M fApMQy� z PQ Co r z SIl� G9�Fyoa SLltsn�� + 18.0 PARKING CALCULATIONS: ASSRIBIY`USF (THFATT HIGHEST OCCUPANT LOAD (200 OCCUPANTS) KESu%tNGE (y•.,J1) t orM�.cgi u u. Y= t jr,w_o 69 SPACES REQUIRED 39 PARKING SPACES SHOWN (EXISTING) ON-SITE RELIEF FOR 30 SPACES REQUESTED. 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 EXISTING DENSE PRMT HEDGE 17.4 17.1 APPLICANT: YARMOUTH COMMUNITY CULTURAL CENTER,Iric, ? owNEfZ P.O.BOX 118 SOUTH YARMOUTH, MA 02664 CONTACT: BOB HOLLE 508-833-7770 WWW.YARMOUTH3C.ORG LEGAL ASSRD: Ardito, Sweeney, Stusse, Robertson, & Dupuy, P.C. EDWARD J. SWEENEY, JR. ESQ. 25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 PH. 1-506-775-3433 FAX 1-508-790-4778 S 2 CML ENGINEER: DOWN CAPE ENGINEERING, INC. ARNE H. OJALA PE. PLS / DANIEL A OJALA EFT. PLS 939 MAIN STREET YARMOUTHPORT,MA 02675 PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC. BILL RICHMOND, AIA 923 MAIN STREET YARMOUTHPORT, MA 02675 PH. 1-508-362-8382 FAX 1-508-362-2828 off 508-362-4541 fax 508 362-9880 down cape engineering, in c. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS.