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HomeMy WebLinkAboutHeatherwood at Kings Way - Proposed Site PlanGeneral Notes: 1. BASE INFORMATION FROM A PLAN TITLED "EXISTING CONDITIONS SITE PLAN OF A PORTION OF HEATHERWOOD AT KINGS WAY", PREPARED FOR O'CONNELL ENGINEERING AND FINANCIAL, PREPARED BY COASTAL ENGINEERING, DATED 10/24/94, REVISED 6/6/95. EXISTING CONDITIONS SUPPLEMENTED BY HEATHERWOOD DESIGN PLANS DATED APRIL 13, 1988, PREPARED BY VHB. 2. MULTI -FAMILY RESIDENTIAL DEVELOPMENT ORIGINALLY APPROVED ON 3/28/86 IN BOARD OF APPEALS SPECIAL PERMIT #2268. 3. LOCATION OF ALL UTILITIES SHOWN ARE APPROXIMATE. SOME UTILITIES MAY BE UNDER CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. 4. PROPOSED UTILITIES: DRAINAGE - PIPES 12" IN DIAMETER OR OVER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ASTM -76, CLASS 3, WALL B. PIPE UNDER 12" AT A DISTANCE MORE THAN 10' FROM THE BUILDING SHALL BE ADS -N12 SMOOTH INTERIOR WALL, CORRUGATED POLYETHYLENE. PERFORATED PIPE SHALL BE SLOTTED ADS -N12. PIPE UNDER 12" LOCATED WITHIN 10' OF THE BUILDING SHALL BE SCHEDULE 40 POLYVINYLCHLORIDE (PVC). 0 ...-• ---- ,. _ _ - -FENCE TO ROPOSEDProject litle 18. BUILDING UNIT SUMMARY - NG PERMITTED 235 I `- METER BSD5 E 0 Heatherwood EXISTING 115 '-n� L ' CORE INTO EXISTING LEACHING ELEC. GpS GAS AS METER PAD / / ED Y SMH. PROVIDE WATERTIGHT; METER PAD ESR 4 _� C' NCRETE PA FOR f r D 0 PROPOS 39 n n0 L S ''.I 7 BED ��, N. n \; a_' �. At V;nac Wav ri r o11r nr _M RGENCY GENERATOR THE FIELD. REFER TO -_..o LANDSCAPE ARCHITECTS x : EXISTING TELEPHONE / c K -"' EQUIPMENT PAD PLAN. u A a �71 117 - _ Iw�s c� - - ..— PpiOV� A 77 81 / 'N`7r'4"'" t ✓�. �.L-�' L lre� _ _ .._ / / .fib/ / 78 � 4494DM q -Z.1 WATER - CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE COORDINATED _-m a.....,.GRADE — "" �` EXISTING 7 ii u -"LEGEND WITH THE TOWN OF YARMOUTH FIRE DEPARTMENT. PIPES THREE (3) INCHES AND SIDEWALK LEACHING o u LARGER SHALL BE CEMENT LINED DUCTILE IRON, CLASS 52, WITH PUSH -ON TYPE BED GENERAL REVISIONS 7/28/95 I I �` REMOVE --- 7/21/95 GAS LVE Re'sloe JOINTS AND CONFORMING TO ANSI A21.51, ASTM -A536, AWWA 150 AND AWWA �..__ = Drawn by Checked by CAD checked by 4 D Scale 1"-20' REMOVE - n - - '- EXISTING -'- O MANHOLE C151-65 OR THE LATEST REVISIONS THEREOF, IF REQUIRED. = W " EXISTING o Lii FENCE - FENCE ` " SEWERVENT SEWER —SEWER PIPES SHALL BE PVC SCHEDULE 35 (SDR 35) CONFORMING TO00 r - © -" 12 -. WATER ALVE ASTM D3034 WITH ELASTOMERIC SEALS CONFORMING TO ASTM D3212; PUSH -ON a0 4O_ _.. .. _ 4"D _ TYPE JOINTS. '- CB 18 - a LIGH PVOLE 77 R- 1.4 -.;., _......... GAS R 727 FlRETHYDRANT GAS - AS PER REQUIREMENTS OF THE COLONIAL GAS COMPANY. NOTE THAT FOUR 1-67.20 ou - METER - _ DMH 17 r t=6735 t = [ 67.35' OU TELEPHONE BOX METERS ARE PROPOSED PER METER BANK LOCATION UNLESS OTHERWISE NOTED ON G PAD R=73.2 1=66.90 16 "p ® CATCH BASIN THE PLANS UNLESS OTHERWISE NOTED ON THE PLANS. - - t =67.75 BLDG) LOCATION OF �—WATERLINE _ =67.7521) IS CONCRETE PAVEMENT ELECTRIC, CABLE UTILITIES - MATERIALS AND INSTALLATION AS PER THE X DMH (TYPE �rli 1 ro ; APPROXIMATE., RAILROAD TE RETAINING WALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. LEACHING 4.D '(SEE NOTE 2).. AS PER THE MASSACHUSETTS ENVIRONMENTAL CODE, TITLE 5, WHERE SANITARY SEWER I L' J 4"D BED x. 73.5 EXISTING BUILDING LINES ARE NOT AT LEAST 10 FEET FROM AND 18 INCHES BELOW WATER SUPPLY _ k 4"D r PRESSURE) LINES, BOTH PIPES SHALL 8E AT A MINIMUM, CLASS 150 PRESSURE PIPE ASSURE WATER TIGHTNESS. = :: LEACHING REMOVE CAPE COD e: CON c UTILITY PEDESTAL MECHANICAL JOINT) AND SHALL BE PRESSURE TESTED TO BED A BERM AND REPLACE THIS ALSO APPLIES AT ALL CROSSINGS, WHERE BOTH PIPES SHALL BE CONSTRUCTED '" ' o 73.5 WITH VERTICAL OF MECHANICAL JOINT PIPE FOR A DISTANCE OF 10 -FEET MINIMUM ON EACH SIDE. BITUMINOUS :. —X— x srocKaDE FENCE CENTER MECHANICAL JOINT PIPE OVER TO DISTANCE JOINTS. 8"D X CURB ''.. c �j 73.5 85.0 SPOT ELEVATION 5. OWNER SHALL EMPLOY AN ENGINEER TO INSPECT AND CERTIFY ALL WORK SHOWN ON PLANS ? ^ — — UNDERGROUND 6. SITE LIGHTING DESIGN AS DETERMINED BY THE OWNER. REFER TO SEPARATE DRAWINGS w Q o _ — — UNDERGROUND IRRIGATION u NE AVAILABLE THROUGH THE OWNER.x73.3—T— K c0 OG T R D TELEPHONE ANCCES A® CU ACCESSIBLE RB RAMP 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND FLOOR PLANS, 4"D LEACHING HANDICAP PARKING K = AREA DRAIN AND SITE GRID LAYOUT INFORMATION. =_ -: 735 C BED - 73 rl;� �- SPACE" SIGN- WITH VAN ACCE SI S BILA Q GATE VALVE 8. REFER TO LANDSCAPING DRAWINGS FOR LOCATION AND TYPES OF PLANTING.'C.O.x - CB 15 E II 74.5 / _ PIV . POST INDICATOR VALVE ...-• ---- ,. _ _ - -FENCE TO ROPOSEDProject litle 18. BUILDING UNIT SUMMARY - NG PERMITTED 235 I `- METER BSD5 E 0 Heatherwood EXISTING 115 '-n� L ' CORE INTO EXISTING LEACHING ELEC. GpS GAS AS METER PAD / / ED Y SMH. PROVIDE WATERTIGHT; METER PAD ESR 4 _� C' NCRETE PA FOR f r D 0 PROPOS 39 n n0 L S ''.I 7 BED ��, N. n \; a_' �. At V;nac Wav ri r o11r nr _M RGENCY GENERATOR THE FIELD. REFER TO -_..o LANDSCAPE ARCHITECTS x : EXISTING TELEPHONE / c K -"' EQUIPMENT PAD PLAN. u A a �71 117 - _ Iw�s c� - - ..— PpiOV� A 77 81 / 'N`7r'4"'" t ✓�. �.L-�' L lre� _ _ .._ / / .fib/ / 78 � 4494DM q -Z.1 2 GENERAL REVISIONS 7/28/95 1 REVISED PER TOWN COMMENTS 7/21/95 No. Re'sloe Date ppvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 1"-20' Date 15 June 1995 ...-• ---- ,. _ _ - -FENCE TO ROPOSEDProject litle 18. BUILDING UNIT SUMMARY - NG PERMITTED 235 I `- METER BSD5 E 0 Heatherwood EXISTING 115 '-n� L ' CORE INTO EXISTING LEACHING ELEC. GpS GAS AS METER PAD / / ED Y SMH. PROVIDE WATERTIGHT; METER PAD ESR 4 _� C' NCRETE PA FOR f r D 0 PROPOS 39 n n0 L S ''.I 7 BED ��, N. n \; a_' �. At V;nac Wav ri r o11r nr _M RGENCY GENERATOR THE FIELD. REFER TO -_..o LANDSCAPE ARCHITECTS x : EXISTING TELEPHONE / c K -"' EQUIPMENT PAD PLAN. u A a �71 117 - _ Iw�s c� - - ..— PpiOV� A 77 81 / 'N`7r'4"'" t ✓�. �.L-�' L lre� _ _ .._ / / .fib/ / 78 � 4494DM q -Z.1