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HomeMy WebLinkAboutStreet Cut Permit 151 Sand Hill Road (2) 1000071 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER STREET CUT PERMIT DATE: 05/05/10 GIS ID:79800151 E 3 FEE: 00 MUNIS APPLICATION# 201000511 RATION DATE: 05/05/11 ltk APPLICAN LOCATION NAME: TODD CABLE CONS T Cam ,- u� k SA HILL ROAD ADDRESS: P O BOX 215 SOR TOWN OF 56 NEWPORT,NY 1341 s P� I L RD jTlPHONE 315-868-9600 VINDSOR,CT 06074 WORK DESCRIPTION: TO 6OWS VWT LL CONDUIT FOR 9 INC E ) I�T= s .� APPLICANT AGREES TO FURNISH THE T F = r BND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY E UP AINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND THE Li AND L ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TOWN OF SC - g _TI �LYI - IT MANUAL V, o �© ISSUED BY DATE INSPECTED INSPECTED BY 5/5/201011:17AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** - - - -- _..... . ..... ... ........ - - .................. --- S Al -�7nAft � L 4w tit Al yW� Q 3 `may TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: 10 C)OO- 1 CONTRACTOR:- LOCATION: z TYPE OF WORK: 10 o 0 DATE INSP NEEDED: DATE INSP: T/1 0 ` INSPECTED BY: 6 D WORK IN PROGRESS:__ ass /i'�> - "�1� 2�► � PL,.lK a 0 La 1411 1( +© cAcFo2—J ""�- SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED [:] YES ❑ NO AS-BUILT: INPUT: DATE: 3 o -3 ILO W/2007 Town of South Windsor INPSECTION REPORT 07 N �0 1p_ I ( APPLICATION FOR STREET EXCAVATION PERMIT I Da Appl. No. TOWN OF SOUTH WINDSOR Permit No. PUBLIC WORKS DEPARTMENT 1540 SULLIVAN AVENUE Date: SOUTH WINDSOR, CT 06074 FEE $25.00 Name of Firm ZZaj( i"A-Z(e- (?Z)Y's S 7- Phone No. ao Address of Firm P o . Zc>x A-ro.ijeet- Jay /3Y/G, Zip Code Location of proposed work /S'( Kkit lk- o I B c 0 -1'° ,— Describe fully nature of permit requested___ 9 h -�o F-J Starting date Approx.time for completion Z Call Before You Dig No.o2010 Do` Div Existing Water Supply:_ ❑ Public Water ❑Well Existing Sewage Service: ❑ Public Sewer ❑ Septic PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,INCLUDING ANY INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR. Show sketch of proposed work or furnish This section to be filled out by two copies of separate drawing Indicate North Town of South Windsor 0 No.cuts Est.Patch Size(s) sf Est. Pvt.Thickness in. Est. Patch Unit Price Est.Patch Cost$ Est.Curb Replacement ft Est.Curb Unit Price$ /ff Est.Curb Cost$ Est.Traffic Unit Cost$ /hr Est.Traffic Control Amt.of Deposit$ W n P roJ�c Total Due$ �C Ce, W 4 1 V eA Cash OCheck# Applicant is responsible for contacting Paid By the Police Dept.and C.B.Y.D. I AGREE TO FURNISH TO THE TOWN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPENSES INCURRED BY THE TOWN FOR MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND THAT I AM FAMILIAR WITH AND WILL ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THI!�qDWN OF SOUTH WINDSOR'S'STREET CUT PERMIT MANUAL. Signed: -�" Date' ` wB Title: C�vc c r- ✓►^.'�,��q f art Driver's License#: PLEASE ALLOW AT LEAST TWO WORKING DAYS AFTER APPLICATION FOR ISSUANCE OF PERMIT WORK MAY NOT BEGIN UNTIL A PERMIT HAS BEEN ISSUED PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES Street Excavatbn Permit 08 REV 10-22-08 F t) NEVERS cRass WORK TO BE PERFORMED: CRASS RD 41. 2'30• GRASS 1. EXCAVATE 480t & PLACE 1-4" SCHEDULE 40.PVC \ 4 _�-�--•- ___,�_ (FROM POLE CL&P-21257 TO NEW FT CHH. -- 2:.AT POLECL&P-21267 PLACE 1-4"X3' SCHEDULE 40 PVC 1z Ass STRIP _ SWEEP. T")'1---°""°'-"—`°° �°R^SSsrmP 3. PLACE (1) LARGE CABLE HAND-HOLE (WHERE NOTED) SAND HILL RD I 7 4. EXCAVATE 158't & PLACE 1-2" SCHEDULE 40 PVC ------ -- ----- -- (FROM NEW FT CHH TO HOFFMAN BOX 30 5. DRILL A 2" HOLE IN BOTTOM OF HOFFMAN BOX FOR THE —�,_,<.� e�•»a. .a+� '— W—_ ter�.'•e�=.ter--- --._-x®�--�-'� m, -a.._ � -' - 2" PVC CONDUIT. 6. PLACE INNER-DUCTS WITH MULE TAPE AND "E" WIRE IN THE CONDUIT. r { GRASS GRASS �aCOX 7. PLUG THE CONDUIT AND INNER-DUCTS WITH WATER a a > Curt PROOF CEMENT. i a 8. PLACE TRACER WIRE ALONG THE ENTIRE TRENCH. GRASS/TREES �-°1 - 9. CONTRACTOR WILL RETURN TO COMMENCE RESTORATION �t ? - .WEATHER PERMITTING: .GRA55 I. PARKING -fIl�WII� PARKING $GRASSIli o.AREA cRAss i IREA i 24 MATERIALS 480't 4" SCHEDULE 40 PVC 3 4"X3' SCHEDULE 40 PVC SWEEPS 500'3 - 1.25' INNERDUCT W/MULE TAPE DRIVEWAY DRIVEWAY DRIVEWAY + 660't - 14 GO- "E" WIRE • 158't - 2" SCHEDULE 40 PVC CONDUIT / ,coNc 1o{wAeK — 2 - 2" SCHEDULE 40 SWEEPS _ FLAG PARKING I(� 2 - 2"X45 PVC BENDS . .• POLE j §ckAs\ NOTE: GRASS A. ALL DISTURBED AREAS WILL BE RESTORED TO LIKE " 11-- 9, r �� cONC: fflEWTkK_ ____ , OR BETTER CONDITIONS PER CITY SPECIFICATIONS BY THE CONTRACTOR. __ za' B. AS-BUILT IS REQUIRED WHEN WORK WORK IS PARKIN r', �,, FINISHED AND TO BE SUBMITTED WITH BILLING. C. CONTRACTOR IS RESPONSIBLE TO CALL: "CALL SOUTH WINDSOR 4 g> e BEFORE YOU DIG": 1-800=922-4455 If. PONCE DEPT. " '' "r �_.� D. EXACT LOCATION OF ALL UNDERGROUND UTILITIES 151 SAND HILL RD GRASS TO BE DETERMINED PRIOR TO OR AT TIME OF $-- GRASS / SOUTH WINDSOR, CT g+ CONSTRUCTION CALL "BEFORE YOU DIG" 1-800-922-4455 o i DRILL 2 CONTACTS:FIBER HOLE IN BOTTOM DRIVEWAY g ff OF HOFFMAN BOX FOR 2" % "' —�—�— KEVIN ECH NETWORKS CMA y PVC CONDUIT REAR ,,\ - I et (860) C42- PROJECT MANAGER ENTRANCE II (860)-742-4193 OFFICE /, / •f F;_./ GRASS CRASS 1 (860)-597-2972.CELL GRASS , f 15 CONC. .DRIVEWAY `- . c � PLACE T FROM 1 POLE PVC .. ` Lgtyay I CONDUIT FROMPOLE CL&P CONTACT NOTES: $ --A 21267 TO NEW FT CABLE � e,sl°6Wae DRIVEWAY O us iR S e / HAND HOLE. •48 HOURS NOTICE MUST BE GIVEN TO THE POLICE RETAINING DEPARTMENT PRIOR TO STARTING ANY WORK. WALL a THOMAS B. HART - COMMANDER $ u (✓� PLACE(i)-2"CONDUIT 860-648-6216 MONOPOLE UNDER SIDEWALK.REPAIRE /// 'THIS IS AN SBA SITE. NOTIFY SHAWN NOTTAGE � 7 ENTIRE SIDEWALK WHEN GRASS ,rB'�24.\�y%/ G�P`y 860-816-6608 - (48 HOURS PRIOR TO STARTING ANY $ e PARKING PARKING IdT.. ------°I COMPLETE. / WORK AREA AREA 1 VARIOUS Jj o, CB erg --0 �" P-9532-LA414-1851467-151_SAND_HILL_RD.deg COMMUNICATIONS /� VENDERS " FIBERTECH NETWORKS, LW 138' m 360 Neridfen cmu4 PARKING ./�� BJT,M OUS a` R-h-ter,NY 14616 AREA -a D¢lVE`NAY ;`p`v�' Dtfloe:(We)897-6100 Toll-Free CHAIN LINK 242-9807 rw I I // w .IIhertech.00m PENCE �. a PLACE PULL WIRE ,/� IN 2'CONDUIT. TITLE: PERMIT TO: a 1 s I { I L f( Pam/ CT11497A O 151 SAND HILL RD _JL�RK "I f { f ( f g sRa�8Ns / STATE: COUNTY: CITY/TOWN/VILLAGE: SEGMENTS: I - aadl! n _iT�3 mii �c� CT HARTFORD T-SOUTH WINDSOR LA414 SCALE: DRAWN BY: DATE: REVISIONS LARGE CHH cS'°� 1"=50' BP 4-15-10 DATE 8Y DRAWING NO: ' FIBER RING: CAD.FILE: -16-10 EP CABABLE.(1)LARGE LEHANDHOLE Ile i OF 2 HART FORD .0 JOB NO: PROJECT MIGR: ICONST. PRINT: 09-9532 PVIN —vFtrl 1851467 HANDHOLE DETAIL I" ASPHALT CONCRETE TYPE 7F POLE No.CL&P/21267 H2O RATED HANDHOLE TOP COURSE (SIZE,NOT TO EXCEED THAT SHOWN) 2" ASHALT CONCRETE TYPE 3 BINDER COURSE j !775 1k CAP SEAM WITH 1 BITUMINOUS SEALER EW ASPHALT CONCRETE TYPE 1 U-GUARD (SEE NOTE 2 BASE COURSE(SEE NOTE 3) W/LAG BOLTS CONCRETE SIDEWALK W/6" CURB NITIAL FULL DEPTH SAW CUT PRIOR TO EXCAVATION - . - (EACH SIDE) 8 I //'�� CONDUIT \ CAP 1-4"PVC SCH40 CONDUIT (457) CONDUIT W/SHORT 90-BEND STRAP FILL PER ao"MIN CITY SPECS IN l FINAL FULL DEPTH P+06)\ /, ,4: I(1035) EXISTING PAVEMENT 3V SAW CUT EXISTING WITH ASPHALT BASE PAVEMENT EACH SIDE TYPICAL RISER DETAIL \,PRIOR TO TO PAVING .WARNING TAPE 6" MINIMUM UNDISTURBED EARTH ACH SIDE (SEE NOTE 4) le EW 6" SUBBASE 4" TOPSOIL TYPICAL TRENCH OR COURSE TYPE 2 AND SEED EXCAVATION WI I .EXACT LOCATION RI ALL UNDERGROUND UTILITIES TO OR COMPACTED BACKFILL 1 EW 5" SUBBASE BE DETERMINED PRIOR TO AT TIME OF COURSE TYPE 1 CONSTRUCTION CALL'BEFORE YOU DIG"- 1-800-922-4455 F.T. *ALL DISTURBED AREAS WILL BE RESTORED TO LIKE OR BETTER CONDITIONS PER CITY SPECIFICATIONS BY THE CONTRACTOR. TAS-BUILT IS REQUIRED WHEN WORK IS FINISHED AND TO BE SUBMITTED WITH NOTES: BILLING. 1. EXISTTNG PAVEMENT IS TO BE SAW CUT FULL DEPTH TO OBTAIN A STRAIGHT AND *CONTRACTOR IS RESPONSIBLE TO NEAT EDGE FOR PAVING. SAW CUT IS TO BE MADE AFTER BACKFILLING THE TRENCH CALL: "CALL BEFORE YOU DIG" : 1-800- -44 55 TO BOTTOM OF NEW PAVEMENT SECTION. 2. ALL SEAMS BETWEEN EXISTING AND NEW SURFACES ARE TO BE SEALED WITHAN ASPHALT FILLER CORRESPONDING TO THE MATERIAL REQUIREMENTS OF THIS 3V .WARNING TAPE - PARTICULAR MARKET. 3. BOTTOM OF ASPHALT BASE COURSE IS TO MATCH THE BOTTOM OF OR BE SET P-9530-LA414-1 8 51 4 6 7-151_SANn_HILL RD.dwg BELOW BOTTOM OF EXISTING ASPHALT PAVEMENT TO PROVIDE FULL REQUIRED FIBERTECH NETWORKS, LLC THICKNESS OF ASPHAL T TOP AND BINDER AND MINIMUM THICKNESS ASPHALT OF tl' diva C-tm ASPHALT BASE. MINIMUM THICKNESS OF ASPHALT BASE IS: R l t HEAVY DUTY PAVEMENT- 8 INCHES oin-:(w NY 7-51 MEDIUM DUTY PAVEMENT- 3 INCHES Fm (85)2 2-980 oo Tourl+rrea LIGHT DUTY PAVEMENT- 0 INCHES eez:(bee)aez-aeor . www116sr1ech.00m 4. 6 INCH MINIMUM TO BE FROM EDGE OF UNDISTURBED EARTH, EACH SIDE OF ) 1-4"/2"PVC TITLE: PERMIT TO: TRENCH. CT11497A O 151 SAND HILL$D PAVEMENT TRENCH STATE: COUNTY: CITY/TOWN/VILLAGE: SEGMENTS: CT HARTFORD I T-SOUTH WINDSOR LA414 RESTORATION ASPHALT BASE TYPICAL EARTH TRENCH SCALE: DRAWN BY: DATE: REVISIONS RESTORATION DETAIL NTS rp1 4-15-10 DATE BY DRAWING.NO: FIBER RING: CAD FILE: 2 OF 2 HARTFORD JOB. NO: PROJECT MGR: CONST.. PRINT: 09-9532 KEVIN.COVELL 1851467. Molloy, Catherine From: CallCenter@CBYD2.com Posted At: Monday, May 03,2010 4:47 PM Conversation: Locate Request-20101900910 Posted To: CBYD Subject: Locate Request-20101900910 (CALL BEFORE YOU DIG - CT) 05/03/2010 16:46:39 -5G` -BB -C1 -CW -GV —OT 13-SW SWINDS -T5 -------------------------------------------------------------------------- ** ROUTINE ***** TIME. .16 46 DATE.,.05/03/2010 REQUEST NO. .-.20101900910 LATITUDE. .41.8365374 LONGITUDE. .-72 5511578 TOWN. . . . . SOUTH WINDSOR ADDRESS. . . 151 STREET. . . .SAND HILL RD NEAREST CROSS STREET. .NEVERS RD TYPE OF WORK. . . . .EXC TO INST FIBER OPTIC CONDUIT AREA IS MARKED. . .YES REMARKS: WORKING FROM PL 21267 LC ,APROX 10OFT EAST OF THE INTER,CROSSING THE RD,CONTINUES_ DOWN- THE LEFT SIDE OF THE DRIVEWAY TO THE REAR OF THE BLDG,CROSSING THE PARKING LOT TO THE CELL TOWER. . WORKING AT THE POLICE DEPT. . . -------------------------------------------------------------------------- START DATE. . . . . .05/06/2010 START TIME. .07:00 CALLER. . . . . . . . .JOHN PERKINS CALL BACK. .. . . . .8-5 PHONE #. . . . . . . . .315-868-9600 FAX '#. . . . . . ALT. PHONE #. . . . EMAIL ADDRESS. . . CONTRACTOR. . . . . .TODD CABLE CONSTRUCTION ADDRESS. . . . . . . . .8422 STATE HWY 28 CITY. . . .NEWPORT STATE. . .NY ZIP. . . .03416 -------------------------------------------------------------------------- EXCAVATOR DOING WORK. SAME ISSUED TO: DATE: TIME: BY: DATE/TIME ARRIVED: TIME LEFT: COMPLETED BY: CALL BACK: 1) DATE: TIME: BY: 2) 'DATE: TIME: BY: PERSON CONTACTED: PERSON CONTACTED: 1