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HomeMy WebLinkAboutAvery St_Woodland Dr - Frontier Conduit PlansPREP STEPHEN J. BARRETT RECM (203)-238-2317 BILLING APP. Apsz�D DATE TITLE BILLING TO - FROM CONDUIT GENERAL NOTES: 1. ALL MEASUREMENTS ARE APPROXIMATE. CONDUIT INSPECTOR TO VERIFY AND RECORD MEASUREMENTS REQUIRED FOR RECORDS. 2. THE LOCATIONS OF UNDERGROUND STRUCTURES SHOWN HEREIN ARE ACCORDING TO THE BEST AVAILABLE INFORMATION, THEY ARE NOT GUARANTEED TO BE CORRECT OR COMPLETE. 3. DO NOT DEVIATE FROM THESE PLANS WITHOUT FIRST CONTACTING THE AREA CONDUIT ENGINEERING GROUP: STEPHEN J. BARRETT (203)-238-2317 4. CONTRACTOR TO ARRANGE TO HAVE ALL UTILITIES VERIFY THEIR POSITIONS IN THE FIELD BEFORE STARTING EXCAVATIONS. UTILITY SERVICES TO PROPERTIES ARE NOT SHOWN ON THESE PRINTS. 5. CONNECTICUT BUREAU OF HIGHWAYS PERMIT TO BE APPLIED FOR BY CONTRACTOR ONCE WORK IS AWARDED. CONDUIT INSPECTOR WILL NOTIFY BUREAU OF HIGHWAYS 48 HOURS PRIOR TO START OF CONSTRUCTION. PERMIT # GIVEN BY STATE OF CT: 6. CONTRACTOR TO OBTAIN MUNICIPAL EXCAVATION PERMITS WHERE APPLICABLE. 7, PROTECT ALL TOWN, STATE, AND FEDERAL. MONUMENTS AND BENCH MARKS. CONDUIT INSPECTOR TO CONTACT RESPECTIVE ENGINEERING DEPARTMENTS FOR TYPES AND LOCATIONS BEFORE STARTING WORK. -" 8. PROTECT ALL PLANTS AND TREES AND THEIR ROOT SYSTEMS FROM MECHANICAL AND ENVIRONMENTAL DAMAGE DURING EXCAVATION.. BACK - FILL ROOT AREAS WITH SOIL HAVING TEXTURE AND FERTILITY TO SUSTAIN PLANT LIFE. CONTRACTOR TO REMOVE ALL ROOTS OF DEAD TREE STUMPS FROM TRENCH PRIOR TO PLACING CONDUIT. 9. THE FOLLOWING MINIMUM CLEARANCES SHALL BE MAINTAINED UNLESS OTHERWISE NOTED: UTILITY CROSSING PARALLEL GAS MAIN 12" " 30 GAS SERVICE 12" 12" WATER MAIN 12" 18" WATER SERVICE 12" 12" ELECTRIC FACILITIES 12" 12" STM & SAN. SEWERS 12" 12" 10. CONDUIT TO BE PLACED AT MINIMUM OF 36" BELOW ELEVATION OF NEAREST PORTION OF ROAD PAVEMENT UNLESS OTHERWISE NOTED, MANHOLES TO HAVE A MINIMUM OF 24" COVER FROM NEAREST ROAD PAVEMENT UNLESS OTHERWISE NOTED. 11. CONDUIT INSPECTOR/CONSTRUCTION FOREMAN TO COMPLETE FORM 56 FOR ALL 4C AND\OR 4X WORK. REF TO BSP 004-517-010SN, 12. Ur zo I'EKCENT f 11.3 DEGREES OR MORE, PERMANENT SPACERS ARE REQUIRED TO PROVIDE A MINIMUM HORIZONTAL AND VERTICAL SEPARAl10N OF 1 INCH BETWEEN ADJACENT DUCTS AND 1 1/2 INCHES MINIMUM CLEARANCE BETWEEN THE FIRST TIER OF DUCTS AND THE TRENCH BOTTOM. _j WORK -TYPE COMPLETED DATE BY TITLE DALE fi;r0imauruimlc!A ir CABLE DATE CABLE DATE TIOMS START - COMP. - CONST. DATE CONST. DATE 1.3. ALL WORK IS TO CONFORM WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL SAFETY CODE, PUC DOCKET 8950 PUC DOCKET 9000, PUC DOCKET L0300, O.S.H.A. AND ANY AND ALL OTHER FEDERAL; STATE OR MUNICIPAL CODES OR LAWS THAT MAY APPLY, IN ADDITION,. ALL WORK WITHIN THE LIMITS OF FEDERAL AND STATE HIGHWAY SHALL CONFORM TO CONNEC11CUT BUREAU OF HIGHWAYS PERMITTEE MANUAL AND ALL PROVISIONS OF THE PERMIT(S) ISSUED BY THE CONNECTICUT BUREAU OF HIGHWAYS. 14. ALL CONDUIT AND MANHOLES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS (BELL SYSTEM PRACTICES) UNLESS OTHERWISE NOTED: TESTING & VENTILATION OF MANHOLES 620-140-501SN CONCRETE AND MANHOLE CONSTRUCTION 622-020-020 CONDUIT & MANHOLE -PRECAUTIONS 622-100-010 MAIN CONDUIT -STEEL PIPE 622-315-200 MAIN CONDUIT -TYPE 1 FIBER CONDUIT 622-325-200 MAIN CONDUIT -TYPE 11 FIBER CONDUIT 622-325-201 MAIN CONDUIT-B PLASTIC 622-340-200 MAIN CONDUIT-C PLASTIC 622-340-201 MANHOLE -IDENTIFICATION 622-500-020, MANHOLE -EQUIPPING 622-520-100 B FISHING KIT 649-325-101 'SEALING DUCTS =CONDITIONS REQUIRING SEALS 628-220-200 16 FEET C.E.V. DESCRIPTION 622-506-050 16 FEET C.E.V.-INSTALLATION 622-506-225 16 FEET C.E.V.-OPERATION & MAINTENANCE 622-506-226 15. IN AREAS WHERE EXCAVATION IS IN ROCK LEDGE PROVIDE 6 INCH MINIMUM SELECT FILL CUSHION AROUND CONDUIT AND 12 INCH CUSHION AROUND MANHOLES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY AND ALL BLASTING PERMITS. 16. "UNUSABLE" CONDUIT SCRAP SUCH AS CUT OFF ENDS, BROKEN OR SPLIT STOCK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF IN AN ENVIRONMENTALLY SAFE MANNER. 17. THESE PRINTS HAVE BEEN REVIEWED- WITH: DATE SENT OUT DAVE ST. MARTIN 3/24/16 MANAGER -OUTSIDE NETWORK ENGINEERING DAVE ST. MARTIN 3/24/16 MANAGER -CONSTRUCTION KEITH CASEY 3/24/16 MANAGER -CONDUIT CONSTRUCTION SOUTH WINDSOR 3/24/16 TOWN. STEPHEN J. BARRETT 3/24/16 BY CALL CA BEFORE PL _ COND YOU DIG PL _ T-800-922-4455 MAP_ 47 SERV ORDER TITLE AND LOCATION: N0. PLACE YCASTS AND REROUTE 4-4" DUCTS FOR STATE/MUNICIPAL PROJECT SnnTH WINnSnR - Avcov Cr c= I i.. ,.,.,....� ..... ...... SERV. DATE ADVANCE TO JUSTIFICATION FOR DOING WORK: CONSIR. FRONTIER COMMUNICATIONS 18.. ALL DISTURBED AREAS OUTSIDE THE FRONTIER WORK AREA WILL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER, 19• CONTRACTOR MUST CONTACT "CALL BEFORE YOU DIG" (800)-922-4455 A MINIMUM OF 72 HOURS ,PRIOR TO ANY CONSTRUCTION.. WHAT: REROUTE CONDUITS DUE TO STATE DOT PROJECT #132-131. WHERE: AVERY STREET 1/0 BEELZEBUB RD, SOUTH WINDSOR CT WHY: CONDUITS CONFLICT WITH PROPOSED DRAINAGE OF STATE/MUNICIPAL PROJECT WHY THIS WAY. BEST CONSTRUCTION PRACTICES. WHY NOW: WE MUST MOVE OUR CONDUITS THAT ARE IN GONFL-LCl3B S ATE TOWN OF SOUTH WINDSOR CAN PROCEED WITH THE INS DISTRICT CABLE PROJECT N/A AT THIS TIME 0% REIMBURSABLE PROVIDE CONDUIT PATH FOR CABLE uaxtu on .n CABLE DLVRY STATE HWY, PROJ. READY FOR CABLE DATE CI l(, f� (FIRM) FINAL RESTORATION DATE EJ //S I/ / Co (FIRM) CONDUIT START DATE q / s// (, CONDUIT COMPLETION DATE y/��I� ASSOCIATED CABLE PROJECT CABLE DELIVERY DATE SERVICE. DATE APPROXIMATE QUANTITIES TRENCH FEET: 230'f DUCT FEET: 504'f TYPE B 5041t TYPE B, SPLIT TYPE C TYPE C, SPLIT UNIT 4"<PLASTIC BEND 90 4 EA. UNIT 4 "PLASTIC BEND 90, SPLIT UNIT 10'x5'x7' MANHOLE UNIT 12ix6'xT MANHOLE 4"P, TYPE C SPLIT Y-CAST 1 EA. 4"P, TYPE C Y-CAST LEGEND <�— PROPOSED SBC CONDUIT AND MANHOLE -Z�`- EXISTING SSG CONDUIT AND MANHOLE 6T- EXISTING EL CO. CONDUIT AND MANHOLE -- ., — EXISTING WATER MAIN -- EXISTING GAS MAIN SAN. 'U'DRAIN I�' SANITARY SEWER STM O tl = EXISTING-j STORM SEWER L DRAINAGE SYSTEM ROCK OR ROCK OUTCROP -�-�-�-- RETAINING WALL -�'�-�-�-�- WIRE ROPE RAILING -X—n--+i-- FENCE �^ HEDGE m000axoo0oo0o STONE WALL ® HIGHWAY TAKING LINE AND MONUMENT -�- CATCHBASIN WATER GATE OR GAS GATE UTILITY POLE zr HYD. FIRE HYDRANT {7 TREE MARSH OR SWAMP SCALE AS SHOWN n copes W.o. No, 3098298 PROD. PR. 1 OF EXCH. SOUTH WINDSOR C.O. AREA WPNGCT00 TOWN SOUTH WINDSOR SPAN N0. EXCHANGE 60110 AREA LOCATION PLAN N TS FILE 3098298.DWG ACCTS 6441.000 TAX DIST: CT132 ESTIMATE #; 62485 ID #: CABLE PROD: N/A 0 F- S j B ' I I 1 q � f i r, I f '�, � f N f I I O N � � i i O MH58 I f f 10'x5'x7' f i I 350 CU FT � � I I I i f I II I I i f -0 AREA PLAN: SCALE: 1 "=20' W N �q Q NEW T P514 t f II `�'-- -- PROPOSED 2-4" P TYPE 'B' EXISTING. 4-4" P TYPE 'B' SAVERY SS TR.�'E T DRIVEWAY _ - DRIVE�/AY T- - - - PROPERTY LINE 0% REIMBURSABLE s EDGE OF � PAVEMENT T P514 _ TO P515 PROPOSED -� 2-4" P TYPE 'B' CONDUIT INSPECTOR AND CONTRACTOR NOTES: CUSTOMER CONTACT INFO: JAMES SOFFEN PROJECT MANAGER. MORAIS CONCRETE (413) 204-3354 MORAIS CONCRETE IS THE. CONTRACTOR FOR THE STATE/TOWN OF SOUTH WINDSOR. 6441.000 � POINT 'B' AT POINT 'B' EXCAVATE, LOCATE AND EXPOSE 4-4" P TYPE "B" CONDUITS THAT RUN FROM MH58 TO POLE 514 AND POLE 515 (DUCTS A,B,C&D). DUCT A TO POLE 514 HAS A WORKING CABLE AND THE OTHER THREE (DUCTS B,C,D) ARE SPARE. BREAK OUT 3't FROM EACH .CONDUIT AT POINT 'B'. PLACE SPLIT Y-CAST TO DUCT A. CONNECT Y-CAST TO EXISTING DUCT A USING APPROPRIATE ADAPTORS. *** CAUTION -LIVE CABLES *** 6441.000 � POINT 'B' TO NEW P513 -�, '.©> :O>' eO>:©� MH58 TO P514 PLACE 32'f OF 2-4" P TYPE "B" CONDUITS (DUCTS B & D) ENCASED IN. CONCRETE FROM POINT 'B' TO NEW P513. AT POINT 'B' CONNECT TO END OF DUCT B. & D (FROM MH58) USING APPROPRIATE ADAPTORS. AT NEW P513 PLACE 2-90' PLASTIC BENDS AT BASE OF NEW POLE AND CAP. NEW POLE 513 HAS BEEN PLACED IN THE FIELD. PLACE 95't PULL .ROPE FROM NEW POLE 513 TO MH58 IN DUCTS B & D. *** EXISTING DUCTS B & D CURRENTLY GO TO POLE 515. AFTER WORK IS COMPLETE IN FIELD, DUCTS B & D WILL NOW GO TO NEW POLE 513. *** PT 'B' TO NEW P513 6441.000 � POINT 'B' TO P514 PLACE 220't OF 2-4" P TYPE "B" CONDUITS (DUCTS A & C)_ENCASED IN CONCRETE FROM POINT 'B' l'O P514. AT POINT '8' CONNECT TO END OF Y—CAST FOR DUCT A AND END OF DUCT C (FROM MH58). USING APPROPRIATE ADAPTORS. AT P514 PLACE 2-90' PLASTIC BENDS AT BASE OF POLE AND CAP. PLACE 280'f PULL ROPE FROM POLE 514 TO MH58 IN SPARE CONDUIT C. ��'�©> PT 'B' TO P514 *** FRONTIER WILL PLACE NEW CABLE INTO SPARE DUCT C AND SPLICE AT THE POLE. ONCE NEW CABLE HAS BEEN SPLICED, FTR WILL REMOVE CABLE FROM OLD DUCT A (AT OLD POLE 514) TO MAKE IT SPARE. FTR WILL ABANDON IN PLACE OLD DUCTS A,B,C&D PAST POINT 'B'. WHEN MORAIS CONCRETE PLACES NEW SEWER PIPE FOR TOWN, THEY WILL CUT DUCT A PAST Y CAST AND REMOVE ABANDONED DUCTS. FTR INSPECTOR WILL NEED TO PROVIDE MORAIS WITH CAPS SO THEY CAN CAP DUCT A UNDERGROUND AT Y—CAST. 6441.000 � PRELIMINARY RESTORATION 6441.000 � FINAL RESTORATION