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HomeMy WebLinkAboutDecision 3968 - Book of Plans Page 7 - Utilitiesl PlanA�' ILDING STATE LOT Il r / ED TEE / TAPPING SLEEVE St THRUST BLOCK • CONNECT TO EXISTING WATER SERVICE / (COOftG[NATE W/ YARMOUTH PUBLIC WORKS DEPARTMENT) /" / PROPOSED 4"X 8' TEE 1, /PROPOSED PAD MOUNTED TRANSFORMER. & (COORDINATE SIZE LOCATION W/ BUILDING DRAWINGS AND NSTAR) / PROPOSED RISER / CONNECT TO EXISTIN ELECTRIC SERVICE (COORDINATE W/ � NSTAR & VERIZON) PROPOSED GAS SERVICE CONNECT TO EXISTING t /' (COORDINATE W/ KEYSPAN) S� 1 0 E s I♦4eiag4l=_�. 0 41 O) v O a) 1 5co � N M 0 0 1� 02 L N 000 G > C9 ■C12 N LEGEND ILDING STATE LOT Il r / ED TEE / TAPPING SLEEVE St THRUST BLOCK • CONNECT TO EXISTING WATER SERVICE / (COOftG[NATE W/ YARMOUTH PUBLIC WORKS DEPARTMENT) /" / PROPOSED 4"X 8' TEE 1, /PROPOSED PAD MOUNTED TRANSFORMER. & (COORDINATE SIZE LOCATION W/ BUILDING DRAWINGS AND NSTAR) / PROPOSED RISER / CONNECT TO EXISTIN ELECTRIC SERVICE (COORDINATE W/ � NSTAR & VERIZON) PROPOSED GAS SERVICE CONNECT TO EXISTING t /' (COORDINATE W/ KEYSPAN) S� 1 0 E I♦4eiag4l=_�. 0 41 O) v O a) 1 5co � N M 0 0 1� 02 L N 000 G > C9 ■C12 N LEGEND N UTILITY NOTES - :t-_ co (n O W j EXISTING SEWER UNE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND THE LOCATION co Z co o� m CO EXISTING GAS LINE IS NOT GUARANTEED BY THE OWNER OR ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBIUTY Q co Lo m 3 N Z — -- EXISTING WATER UNE TO LOCATE ALL UTILITIES, ANTICIPATE CONFLICTS AND REPAIR EXISTING UTILITIES REQUIRED TO C-4 W OHW EXISTING OVERHEAD WIT S COMPLETE THE WORK. 0 ---- D EXISTING STORM DRAIN 2. THE W-1 Q W 2L, EXISTING UTILITY POLE CONTRACTOR SHALL NOTIFY DIG -SAFE PRIOR TO COMMENCEMENT OF ANY 0 0 0 a n ;,. DEMOUTION /CONSTRUCTION ACTIVITIES. EXISTING WASTEWATER ,�� PROPOSED FIRE HYDRAE ' TREATMENT FACILITIES 'Y 3. COORDINATE ALL UTILITY WORK WITH APPROPRIATE UTILITY COMPANY, � b © PROPOSED DRAIN MANH.LE ALL UTILITY WORK SHALL CONFORM TO THE STANDARDS OF THE PUBLIC UTILITY. PROPOSED THRUST BM < 4. ADJUST ALL MANHOLES, CATCHBASINS, CURB BOXES, ETC. WITHIN LIMITS OF WORK TO ® PROPOSED GAS SHUTOF, VALVE FINISHED GRADE. 5. A 10 FOOT MINIMUM EDGE TO EDGE HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN ® ■ PROPOSED CATCH BASIf ALL WATER AND SANITARY SEWER LINES. AN 18 -INCH MINIMUM OUTSIDE VERTICAL SEPARATION • fw PROPOSED WATER GATE IALVE SHALL BE PROVIDED AT ALL WATER/SANITARY SEWER CROSSINGS. SEWER PIPE AT CROSSINGS PROPOSED 6"x8" REDUCCR SHALL BE CLASS 52 DUCTILE IRON WITH JOINTS LOCATED AT LEAST 9 FEET HORIZONTALLY FROM THE WATER MAIN. \ PDPROPOSED STORM DRAIP`_ 6. WATERLINE PIPE SHALL BE DUCTILE IRON, CLASS 52. DOUBLE CEMENT LINED. ® � ® \ PE&C PROPOSED UNDERGROU' :J 7. COORDINATE DISINFECTION AND LEAKAGE TESTING OF WATER MAIN CONSTRUCTION WITH TOWN OF YARMOUTH. g \ ELECTRIC & COMMUNICf TION SERVICE PE PROPOSED UNDERGROUN'.i ELECTRIC SERVICE 8. SAWCUT AND REMOVE PAVEMENT AND CONSTRUCT PAVEMENT TRENCH PATCH FOR ALL UTILITIES � � LOCATED IN EXISTING PAVEMENT AREAS TO REMAIN. o 0 0 PC PROPOSED UNOERGROUNtj . `0 \ e COMMUNICATION SERVICE �- • 0 ® \ ® \ PW PG PROPOSED WATER MAIN PROPOSED GAS SERVICE III kc PC WWTH VALVE (COORDINATE W/ PROPOSED BUILDING DRAWINGS) GAS SERVICE VPROPOSED 8" DI WITH VALVE FIRE SERVICE(COORDINATE W/ KEYSPAN WITH VALVE & BUILDING DRAWINGS) (COORDINATE W/ / PROPOSED BUILDING DRAWINGS) COMMUNICATION SERVICE ROPOSED ELECTRIC SERVICE \ (COORDINATE W/ VERIZON (COORDINATE W/ NSTAR & & BUILDING DRAWNGS)—, BUILDING DRAWINGS) yW � SHAVV'S SUPERMARKET 50,000 S.F. f n / N CONNECT EXISTING WASTEWATER TREATMENT FACIUTIES d - TO PROPOSED BUILDING (COORDINATE W/ BUILDING DRAWINGS) Ln e�� ■ �. W. �® _t WS 6A A O I r.-rT.,n'o FI AQVING EXISTING BRICK G CONG�g £�?ACaWT ACME ' REGISTRY TAN SNCo' EYES RAILS LLAUNDRY %OP SHOPR CARfAN U IN MOTOR VEHICLES .J I. 44l4 o ® \° L\ EXISTING CONTROL BUILDING O O c W/ FENCED IN a 0 \ GENERATOR �n . / 0 �( v GRAPHIC SCALE ( IN FEET ) 0 UTIL I TIES PLAN I uT3 0 E I♦4eiag4l=_�. 0 ( IN FEET ) 0 UTIL I TIES PLAN I uT3 0 E 0 41 O) v O a) 5co � N M 0 02 L N 000 G > C9 ■C12 N N :t-_ co (n O W j a) co Z co o� m CO VIt4 �� V' Q co Lo m 0 Z fL00 D_ C-4 W ,;zZ0Qz 0 Of d W-1 Q W � o 0 0 0 a O_ ;,. 0 E 41 O) O a) ■ two � Q Q @} 0 02 L I N Lr) 10 to m CL MCL ■C12 E Eco S CL :t-_ co (n O »j m z a) co co o� VIt4 �� V' co Lo fL00 D_ C-4