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HomeMy WebLinkAbout83.13.1.1 - Site Plan of Land - 2012EXIT 7 L OCUS MAP ASSESSOR'S MAP 83. PARCEL /3.1.1 ZONING DISTRICTS, AED A APD. MIN FRONTAGE - 100' SETBACKS: FRONT - 30'. SIDE - IO'. REAR - 30' MAXIMUM SITE COVERAGE - 15V UNLESS ARTIFICIAL RECHARGE FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C, DATED 6/17/86 N AREA CALCULATIONS: +36.7 IS/N f6 IG) TOTAL LOT AREA - 84.4411 35.7 +35.7 S.F. z f e ,� TOTAL BUILDING AREA - 9.9123 406.58'-: S.F. - 11.7x OF SITE EXIST PAVED AND WALK AREA - 29.210± S.F. - 34.6% OF SITE PROPOSED PAVED AREA - 2.560* S.F. - 3.OX OF SITE TOTAL IMPERVIOUS AREA - 41.682* S.F. - 49.3% OF SITE PARKING CALCULATIONS: I SPACE PER 200 SF OFFICE SPACE REQUIRED 9912 SF / 200 - 50 SPACES PROVIDED - 74 SPACES HANDICAPPED SPACES REQUIRED - 3 SPACES HANDICAPPED SPACES PROVIDED - 6 SPACES GENERAL NOTES: I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE PARKING LOT EXPANSION ONLY. 2. VERTICAL DATUM lS NGVD. FOR BENCH MARKS SET. SEE SITE PLAN. J. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 35.7 +35.7 N 89033'34'E z f e ,� 406.58'-: P ---_'____------------_--35----------------� .� S / TE PLAN OF LAND 130 8 134 ANSEL HALLET ROAD. MAP 83. PARCEL 13.1 1 WEST YARMOUTH. MA. LEGEND PREPARED FOR; ®CONCRETE BOUND FOUND ® WATER GATE C I —% O A NSE L H,A LLE T ROAD L. L C —W— WATER L I NE TYPE i-1 BITUMINOUS CONCRETE O ® HYDRANT SCALE: ! " - 20 ' OCTOBER 26, 2012 2" BINDER COURSE, I' TOP COURSE GAS GA TE ',•, '. GAS LINE STEPHEN A HAAS • • . 8.5" DENSE GRADED CRUSHED STONE CATCH 8AS CATCH . - •' OR 12' GRAVEL BASE ' •+ 'ENT �--- -o- 0 OHW — UTILITY POLE W/ GUY WIRE OVER HEAD WIRES _ ��� ENGINEERING, I N C 923 Route 6 A // \� / -�� t� j' Yarmouthp(508)M362086132 PAVEM —T— UNDERGROUND TELEPHONE LINE c��/ / I� /11 /t JV +40.4 EXISTING SPOT ELEVATION 5 0 8 Z367-1691 EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION 0 10 20 40 JOB NO: 99-105 '4�� RUNOFF DIRECTION _f� ERTT _ ROUTE a AREA CALCULATIONS: � GR§/­� LOCUS MAP ASSESSOR'S MAP 83. PARCEL 13.1.1 ZONING DISTRICTS. AED d APD. MIN FRONTAGE - 100' SETBACKS: FRONT - 30'. SIDE - IO'. REAR - 30' MAXIMUM SITE COVERAGE - 15x UNLESS ARTIFICIAL RECHARGE FOR EXCESS RUNOFF IS PROVIDED. FLOOD ZONE C. MAP 250015 0003 C. DATED 6117/86 +J6.7 TYPE 1-1 BITUMINOUS CONCRETE 2" BINDER COURSE. I' TOP COURSE 8.5' DENSE GRADED CRUSHED STONE OR I2" GRAVEL BASE PAVEMENT DETAIL &ALE NO Sc TOTAL LOT AREA - 84.441± S / TE S.F. TOTAL BUILDING AREA - 9.912-*S.F. - ll. 7x OF SITE EXIST PAVED AND WALK AREA - 29.210± S.F. - 34. 6% OF SITE PROPOSED PAVED AREA - 2.560± CONCRETE BOUND FOUND S.F. - 3.Ox OF SITE TOTAL IMPERVIOUS AREA - 41.682* HAL L E T ROAD L L C S.F. - 49.3x OF SITE PARKING CALCULATIONS: I SPACE PER 200 SF OFFICE SPACE REOUIRED 9912 SF / 200 - 50 SPACES PROVIDED - 74 SPACES HANDICAPPED SPACES REDUIRED - 3 SPACES HANDICAPPED SPACES PROVIDED - 8 SPACES GENERAL NO TES : I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE PARKING LOT EXPANSION ONLY. 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET, SEE SITE PLAN. 3. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. S / TE PLAN OF LAND 130 d 134 ANSEL HALLET ROAD. MAP 83. PARCEL 13.1.1 WEST YARMOUTH. MA. LEGEND PREPARED F O R : ® CONCRETE BOUND FOUND —W— WATERGATE I 5O ANSEL HAL L E T ROAD L L C WATER LJ NE O C� HYDRANT GAS GATE SCALE: I " - 20 OCTOBER 26. 2012 —G— GAS LINE STEPHEN A. HAAS ® CATCH BASIN i---0- UTILITY POLE W1 GUY WIRE ENGINEERING, I N C OHW — OVER HEAD WIRES _ �--�, 923 R out e 6 —r— UNDERGROUND TELEPHONE LINE / �-�ti i�/11'5�'/'\�.� 5 Yarmouthp(508)�362A. 08632 -x-40.4 EXISTING SPOT ELEVATION ` EXISTING CONTOUR ( 508 ) 367-1691 40.4o PROPOSED SPOT ELEVATION C� RUNOFF DIRECTION 0 IO 20 40 JOB NO: 99-105 AREA CALCULATIONS: ROU Ex� 1 TOTAL LOT AREA - 84.441± S.F. RTE 6 TOTAL BUILDING AREA - 9,912t S.F. - l/. 79 OF SITE EXIST PAVED AND WALK AREA - 29.210± S.F. - 34.6% OF SITE PROPOSED PAVED AREA - 2.560± S.F. - 3.0% OF SITE e TOTAL IMPERVIOUS AREA - 41.6821 S.F. - 49.3x OF SITE Q c" 9912SF /200 50 SPACES 2 � cocas y A� PARKING CALCULATIONS f 1¢ c SPACE SF OFFICE SPACE REQUlREO P 9� PROVIDED - 74 SPACES y� HANDICAPPED SPACES PROVIDED - 8 SPACES J-/�- BM NYDV-J TAG 683 LOCUS MAP £L£V65.BB J. 42 GENERAL NO TES : �l I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION ASSESSOR'S MAP 83. PARCEL 13.1.1 OF THE PARKING LOT EXPANSION ONLY. ZONING DISTRICTS. AED 6 APD. MIN FRONTAGE - 100' SETBACKS: FRONT - 30'. SIDE - l0'. REAR - 30' MAXIMUM SITE COVERAGE - 15X UNLESS ARTIFICIAL RECHARGE +34-6 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS BY CB/DH 1 UP 9 SET. SEE SI TE PLAN. FOR EXCESS RUNOFF 1S PROVIDED. \ EL -34.J9 FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 �q - � J. BEFORE CONSTRUCTION CALL "DIG -SAFE". 1 I 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. OWNER OF RECORD: 1 1 LOCATION OF UNDERGROUND UTILITIES. THE 150 ANSEL HALLET ROAD LLC S 78- 277 SOUTH SEA AVENUE " 49 E 00 I E 1 WEST YARMOUTH. MA 02673 275 2S 1 It \\ / ---------------34-------- ----'34 -_-__--'34- /' , V, 1 2.95 +36.7 1+ EXISTING 15 PAVED PARKING SPACES - EXISTING 2.940 S.F. 1 \ OFFICE BUILDING 3q " ------------------- 3 _ P ��/1. '; ••,; •. ;_ 2.83 / M 3 I 6' WIDE CONCRETE WALK RAMP / ♦'J a LA o I / ., ,n ao 1 N Q I / ,' EXISTING 26 PAVED PARKING SPACES ' , u\ `l 1 2 REMOVE A M/NIMIAI OF 40 SF OF PAVEMENT / PROPOSED EXISTING \ ' FOR PROPOSED TREE / 3-C4LIPER TREE l7YR11-> O I TR££ ,� '{� 1 `�� EXISTING \ 6' WIDE CONCRETE WALK ��TREE t7YP1 IY _ ' l -3i- �_�\i � 35.0 - - \\ I \ CATCH BASIN UP I / �,1 RIM -32.M_ \_ I CHAMBER l; PLANTER _ _ _ _ _ \ _ _ _ - _ - - _ _ _ _ _ _ �". (EXISTING) E 6' WIDE CONCRETE WALK SEPTIC TAK) l _ --- \- - - - - - - - - - - - - - - - - - - - - 7.64 DRAINAGE o F - _ _ _ _ _ _ _ _ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ o I E ; \\ I EXISTING \ SEPTIC SYSTEM EXISTING 6972 S.F. EXISTING 12 PAV8D PARKING SPACES I ', EXISTING 1$'PAVED PARKING SPACES N,\ OFFICE BUILDING = \ \\ I a - Q. SAWCUT AND EXISTING CATCH \V // I h• d U tI}y�, I d I - - - - - - - - - - - J I I MATCHVEM£NISTJNG BASIN RIM -33.9 / _ 2.97 T34.2 I P 34.4 A , - •-^-'--... $ 1\ 1I \ ---------------- _.---------------------------------------`>.I:� � �------35-_ /--- ADD 87R'FFR TREE IF REOUIRED _ T------------` \ \ \ _ i /±35.5 35.5 10'x 20' I / - \ ' • lPl L'� +35.0 PROPOSED B PAVED \\ 1 \ I-- _ NOV 2 3 2012 PARKING SPACES \ . 34.4 1 1 �� + 1 / BUILDINGDEPT 24' 35.4 + \ 1 \ / Y 35.5 \ �--- B�- - 134,41 35.7 +,35.-7\ N 89'33'34-£ 406.58' �✓rt SUPPLIMENT EXISTING TREES IF NEEDED TO MEET BYLAW OF AN EXISTING \4' CALIPER TREE OR A PROPOSED _ %L 3' CALIPER TREE EVERY 20 FEET - - - - - - - - - _ - WITHIN THE 10' BUFFER. �I S / TE PLAN OF LAND 130 134 ANSEL HALLET ROAD. MAP 83, PARCEL 13. 1 l WEST YARMOUTH . MA . PREPARED FOR LEGEND Q CONCRETE BOUND FOUND D O N A L D H E_N D E R S O N fl WATER GATE -W- WATER LINE SCALE: l - 20 OCTOBER 26 20 12 Q HYDRANT REV 1 SED : NOVEMBER 21. 2012 TYPE 1-1 BITUMINOUS CONCRETE © GAS GATE STEPHEN 2" BINDER COURSE, I" TOP COURSE -G- GAS LINE S T E P H E N A HAAS 8.5" DENSE GRADED CRUSHED STONE ® CATCH BASIN ENGINEERING, INC - , OR 12- GRAVEL BASE ~ o- UTILITY POLE W/ GUY WIRE 923 Route 6A L:tISCALE T DETAIL OHW OVER HEAD WIRES // ���� I 11��Yarmouthport MA. 02675 -T- UNDERGROUND TELEPHONE LINE �i (508) 362-8132 II (508) 367-1691 C x-40.4 EXISTING SPOT ELEVATION PA OF EXISTING CONTOUR NO 40.4 PROPOSED SPOT ELEVATION 0 10 20 4o JOB NO: 99-lOS RUNOFF DIRECTION