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Home My WebLink AboutDrawingsPROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-1 10, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 48 -RCP 18 -RCP— 48 -ECP— T/P--342.25 :3 ---------- T/ -48�P ----------- P=342:25 . 1 ---- 1. =T/P=341.9, 1--.5--8 -------------- T/P=341.2 .0 --- T/P=34 --- 48-BCP_—� 48 -RCP— 41 -ICP ---- ---- o gT T/C=343.41 342.9 'P 7 A X T/C=342.51 4 V3 -o _7777, T' N P= k"! '=342. 61x, _T P=342. = IT 341.1 .99 52 qT/C=342 -h =T-_ N �4 T/C=342. 11 IIH, M "E4 2- "P t S I N' -N . .... .. . . N N _21", th 777-777777, V" IT, J; ,T/P=,342.6511'�'�,"",,��""-��'-'��""��"�;' AGES 7- A lk N _7 F, J p t zl 00 g, P HAS E 1 A P� :343 T/P=341.1 Ri, 3, _J1 �A T/P=3 'g, T 6. P=342 =3 I IN IN -7 "T 17 511"TIT 254�,, c T V rn %5 x -7, 77"U"', 61�1'11'11", '3'1� q g td,, IN ill IN '4� s,� 7 , , "'K . . . . . . . . . . it Ji� ",j o� /P= 2 =34 T 71M 141 Z� In III! C=342.55 I In 1 11111 FO --------- ----- - ------------- ----- 0 FO T/C=343.15 -------------- ---- -- 2-k - - - - - - - - - - - -- 12 -WL— -12-WL 17 ___4 po T/ -1 2 -*L - - - - - - - - - - - - - - - - - C=343.15_��' 77T/C=343.151 T/C=343.15 --------------- T/C=343.15 L. Y, 12 --WL— . 0 - - - - 2mvvl ------ _M FO - - - - - - - 12 - - - - - - - A'1N0 J.IX3 T/C=342.64._._. T/C.=� -------- -- Z) A A /7% LDI AA/ -1 irI,_h5T'%20_ EXISTING STORM DRAIN INLET LOCATION OF PULL--_*�, CoCS (CONTRACTOR TO FIELD VERIFY) EXISTING 12" WATER LINE FIBER OPTIC RELO(_1'1_111TE REVIEW -M. COPA"'L El la�F C ) R Awlin e 1ANCE APR 1 12014 JAI 0 CL OLLEGE STATIC. T/C=342.41 - ----------- Wellborn Road )N I 111 1 11 _� .0 Variable—Width Public Right—of—Way ENGINEERING 03: 111 1 1 V') I, T/C CONSTRUCT(ON ASSOCIATED WITH THIS tv S1 TE PLA N SHA L L BE L IMI TED TO I TEMS .WITHIN THE PHASE BOUNDARY. Note: The contractor shall maintain silt fence and erosion control as shown on the demolition Plan. T.979.260.6963 F.979.260.3564 TX. FIRM # F 1111443 7 511 UNIVERSITY DRIVE EAST SUITE 201 1, 1OLLEGE STATION, TX 7784C 11 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING - H, DRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorl,lqon.com Firm #---1443 0 F /25/14 .......................... VERONICA J.8. MORG 77689 MARCH 2014 Designed by: VJ:BM Drawn BY: JUJ1:KB Checked BY:VJBM.JM City of College Station Speci I fications: PULL ASSIST VAULTS- THESE� VAULTS WILL BE 30"X48"X36" 0 DEPTH H10 OR BETTER RATED, OPEN BOTTOM WITH "CITY OF COLLEGE STATION FIBER OPTICS" RAISED LETTER ON cN 0 FINA GROUND GRADE AND ITH 6" PEA SIZE GRAVEL IN ?0 LL_ I BOTTOM OF VAULT. AN 8' GNUUND ROD WILL BE PLACED IN Q) r - 1`11 EACH VAULT, 1' EXPOSED ABOVE PEA GRAVEL. CONDUIT SPECIFICATIONS- 4"� SCHEDULE 40 PVC WITH 4-1" INTERDUCTS WITH LOW FRICTION, POLYESTER FIBER PULL TAPE, 1800 PSI TENSILE STRENGTH.� A TRACER WIRE, 10AWG INSULTED, WILL BE PLACED WITH THE INTERDUCTS. THE 4" EXISTING 4' DUCTS WILL BE PLACED WITH� A MINIMUM OF 42" OF COVER SIAMHED AND 6" ORANGE WARNING TAPE PLACED 1' BELOW THE FINAL CONCRE I E GROUND GRADE WITH "FIBER �OPTIC LINE" PRINTED ON IT SIDEWALK REPEATEDLY. THE INTERDUCTS WILL ENTER THE VAULTS WITH A MINIMUM OF 18" EXPOSED ABOVE THE PEA GRAVEL EXISTING 36"WX24"H BOX STORM DRAIN EXISTING DRAIN INLET LID ELEVATION =341.86' 18" R.C.P. IN (NW)=337.85' PRECAST BOX IN (NE) =337.76' EXISTING PRECAST BOX OUT (SW)=337.74'1 z t 114 LF I EXISTING PICKET FENCE -AA CONDUIT ELECTRIC WITHIN (PER CITY SFJECS) EXISTING CoCS FIBER 37 LF BORE `0 OPTIC LINE TO REMAIN . . ............. . ....... DITCH FLOWLINE EXISTING 36"WX24"H-71- EXISTING 18" BOX STORM DRAI RCP PROPOSED PULL ASSIST WITH HEADWALL VAULT (PER CITY SPECS) EXI EXISTING FIRE a- EXISTING STORM IL LIGHT POLE HYDRANT AND DRAIN JUNCTION a I 0 VALVES BOX LID 3-30" RCP WELL BORN ROAD R O.W. VARIES FIBER OPTIC RELO(_1'1_111TE REVIEW -M. COPA"'L El la�F C ) R Awlin e 1ANCE APR 1 12014 JAI 0 CL OLLEGE STATIC. T/C=342.41 - ----------- Wellborn Road )N I 111 1 11 _� .0 Variable—Width Public Right—of—Way ENGINEERING 03: 111 1 1 V') I, T/C CONSTRUCT(ON ASSOCIATED WITH THIS tv S1 TE PLA N SHA L L BE L IMI TED TO I TEMS .WITHIN THE PHASE BOUNDARY. Note: The contractor shall maintain silt fence and erosion control as shown on the demolition Plan. T.979.260.6963 F.979.260.3564 TX. FIRM # F 1111443 7 511 UNIVERSITY DRIVE EAST SUITE 201 1, 1OLLEGE STATION, TX 7784C 11 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING - H, DRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorl,lqon.com Firm #---1443 0 F /25/14 .......................... VERONICA J.8. MORG 77689 MARCH 2014 Designed by: VJ:BM Drawn BY: JUJ1:KB Checked BY:VJBM.JM 40- L ul "411 RCf?_— - 48 -RCP 48 RCp_ 0 :_Tp IRE _F_ F _AN -IRE GAFIE:�i7-_-� -__TIRr- -N TIRE91-ARE 48 -RCP— — — 48-RCP— P— — — 48 -RCP U 1\1 D E F" R 0 U 1\112 D A J 48 -RCP— — 48 -RCP— — — 45-R;P- 8--ReP DU M :3 JT101\1 P" H A Z03 E 1A B EXIST11',j DR'Vr' "*W-,,)/ 48 -RCP— 48-RCP- 48-RjP-___ 48-RCP____A I! 0 ID 48 -RCP— 48 - RCP— 48-FFE3P— 48 -RCP= it: N -gg 7:. W, 78 1 1 1 N �g rn, A� KE Y] F � s r _�, 'I j�D� - 1, �-R, , Sia N, io "M [,,I T fR v TQ i`30, 6,g g,4 ;w 0A q PH() 1, Al. I\'.1 A I I G. 6 "'A IH p g =,M qexg,' vz�t, :1,� A il'� lyt� Em ""X Tg i,� Irk i, z x 'Mi ff "'k -P 3,�, gi Aeg 0�1 tzlg _0 n X EXISTOG A Tini -[iHrl 'g-', X,� 6- -0, T-7 I IN SS Y, s_, EXISTING 6" a: W W X X 0 0 �Va �-11�,11-�',��i��,�'I'll'It",-��',�,��l, -,, RW W .0 P, INE S I NG, L 0 R T`-'0,,PNA`R A"R A", A� Alt 2 1:11 In 1111 47� xn �_Z' g vi� I NE v II iia IHI IN Ill �0 8o 17', NI IN Ill N" i"_ 3 'N i tu A V D ��Vlei,'11'2, k., I Le i"I'll, �0111, 2-11 iqv1'1'&P1^ Y SEWER "'N"', V E' �R, 1 q; "N �i �UJj, STOR-Mll DR,"IH A L g 4" SANITAR �77� SERVICE W/ Q) I� 0 g'N -6 141 'AN h- 20 1 inc PLUMBING CODE V,2i', 5�' ... ..... !N .......... 7 VA "�K 77 �2u ill lilt V it ev, -J TING S 'RM EX IS TO Dii 11,11 J "i "F"FE' TT R' X .. .... ... .... ... E>\'IST1Nf,-7 ST-ORI-Jf A 1 L.Li "g 1, v I i Q -1)"') D 0 A I 1\1 EXISTING, 18" RC 0" 2-- A", , "', o- a- EXI_TIl%,h',., ELECI 'M zw w m m PI BOX 't, im In Ili! a D F!BER F0 PRi IPC DS' OPTIC LINE ro LIPF -- - ------- D -1 1 :i- I. I III I I In iiii I_O1_`A_rI0N (BY H R CE DEC 36;"/2 All fll I lill lilt IS,11 i"' G 4 1 LI 114 -E STORM DRI'dN L 41 12 -WL- j2 -WL =12- 112-k L 12 _WL E', 12 -WL )ISTING 18" R�CIF 12 -WL C- A SI -CRM DRr-. 11 12 -WL I AINO iIX3 12 M I _WL EX0 NG FIRE 0 HYDRANT PROP. FIBER OPTIC.' LINE DRi"NIN CAUTIONHHH11 I B" C) X U11; E P 1_1 LL VAU L7 BY 0_1 I-1 E FS) EXISTING PROPERTY LINE AUTIONI ... H. 0 UNDERGROUND 1 pr,p -,-r)RM DRA11' REE GRATES EXISTIN 1 FIBER OPTIC �T%,P) Road TER LINE Variable—Width WATER"SERVICE Wellborn & J" WATER METER EXISM —STING ST RM t.. - 'x 0 �, It j Public Right—of—W EXISTING DRAII1 INLET ay Lll-" POLE 1 G'I I T P01 F 1`\PPR0.X`,1.!11ATE UINION P A`� C I F I C: YPAD (3A]" E D 0 RAILRIDAD PROPEEPTY L I E JA a. SITE PLAN E I'l I ------------ I f[l t jq-U5 Allujil ,q -. 50 R -S C-) __j Ln cN 0 LL_ Q) r - 1`11 Cn X C) Cr - CL M M :3 < 0 n co 40- L ul "411 RCf?_— - 48 -RCP 48 RCp_ 0 :_Tp IRE _F_ F _AN -IRE GAFIE:�i7-_-� -__TIRr- -N TIRE91-ARE 48 -RCP— — — 48-RCP— P— — — 48 -RCP U 1\1 D E F" R 0 U 1\112 D A J 48 -RCP— — 48 -RCP— — — 45-R;P- 8--ReP DU M :3 JT101\1 P" H A Z03 E 1A B EXIST11',j DR'Vr' "*W-,,)/ 48 -RCP— 48-RCP- 48-RjP-___ 48-RCP____A I! 0 ID 48 -RCP— 48 - RCP— 48-FFE3P— 48 -RCP= it: N -gg 7:. W, 78 1 1 1 N �g rn, A� KE Y] F � s r _�, 'I j�D� - 1, �-R, , Sia N, io "M [,,I T fR v TQ i`30, 6,g g,4 ;w 0A q PH() 1, Al. I\'.1 A I I G. 6 "'A IH p g =,M qexg,' vz�t, :1,� A il'� lyt� Em ""X Tg i,� Irk i, z x 'Mi ff "'k -P 3,�, gi Aeg 0�1 tzlg _0 n X EXISTOG A Tini -[iHrl 'g-', X,� 6- -0, T-7 I IN SS Y, s_, EXISTING 6" a: W W X X 0 0 �Va �-11�,11-�',��i��,�'I'll'It",-��',�,��l, -,, RW W .0 P, INE S I NG, L 0 R T`-'0,,PNA`R A"R A", A� Alt 2 1:11 In 1111 47� xn �_Z' g vi� I NE v II iia IHI IN Ill �0 8o 17', NI IN Ill N" i"_ 3 'N i tu A V D ��Vlei,'11'2, k., I Le i"I'll, �0111, 2-11 iqv1'1'&P1^ Y SEWER "'N"', V E' �R, 1 q; "N �i �UJj, STOR-Mll DR,"IH A L g 4" SANITAR �77� SERVICE W/ Q) I� 0 g'N -6 141 'AN h- 20 1 inc PLUMBING CODE V,2i', 5�' ... ..... !N .......... 7 VA "�K 77 �2u ill lilt V it ev, -J TING S 'RM EX IS TO Dii 11,11 J "i "F"FE' TT R' X .. .... ... .... ... E>\'IST1Nf,-7 ST-ORI-Jf A 1 L.Li "g 1, v I i Q -1)"') D 0 A I 1\1 EXISTING, 18" RC 0" 2-- A", , "', o- a- EXI_TIl%,h',., ELECI 'M zw w m m PI BOX 't, im In Ili! a D F!BER F0 PRi IPC DS' OPTIC LINE ro LIPF -- - ------- D -1 1 :i- I. I III I I In iiii I_O1_`A_rI0N (BY H R CE DEC 36;"/2 All fll I lill lilt IS,11 i"' G 4 1 LI 114 -E STORM DRI'dN L 41 12 -WL- j2 -WL =12- 112-k L 12 _WL E', 12 -WL )ISTING 18" R�CIF 12 -WL C- A SI -CRM DRr-. 11 12 -WL I AINO iIX3 12 M I _WL EX0 NG FIRE 0 HYDRANT PROP. FIBER OPTIC.' LINE DRi"NIN CAUTIONHHH11 I B" C) X U11; E P 1_1 LL VAU L7 BY 0_1 I-1 E FS) EXISTING PROPERTY LINE AUTIONI ... H. 0 UNDERGROUND 1 pr,p -,-r)RM DRA11' REE GRATES EXISTIN 1 FIBER OPTIC �T%,P) Road TER LINE Variable—Width WATER"SERVICE Wellborn & J" WATER METER EXISM —STING ST RM t.. - 'x 0 �, It j Public Right—of—W EXISTING DRAII1 INLET ay Lll-" POLE 1 G'I I T P01 F 1`\PPR0.X`,1.!11ATE UINION P A`� C I F I C: YPAD (3A]" E D 0 RAILRIDAD PROPEEPTY L I E JA a. SITE PLAN E I'l I ------------ I f[l t jq-U5 Allujil ,q -. 50 R -S PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-1 10, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALLCONTACTALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Josh Norton @ ATMOS 229-4627 c. Contact Dan Augsburger @ Suddenlink 595-2429 d. Contact Richard Wallace @ Verizon 821-4752 e. Contact Gilbert Martinez @ CS Electrical 764-3660 If. Contact Butch Willis @ CS Utilities 764-3660 g. Contact Ken Gray @ CS Fiber Optic 764-6330 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVERALL DEMOLITION REQUIRED FOR THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. 3. DEMOLITION SHOWN ON THIS PLAN INCLUDES STRUCTURES THAT HAVE NOT BEEN CONFIRMED TO BE CLEAR OF ASBESTOS. ASBESTOS SURVEY WILL NEED TO BE PERFORMED TO THIS BUILDING AS WELL AS ANCILLARY EQUIPMENT/ITEMS ON THE LOT AND PAVEMENT. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK. 5. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. 6. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION.. �7. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS ATALLTIMES. 8. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED ATTHE MAIN, UNLESS OTHERWISE SHOWN ON PLANS. UNDERGROUND SERVICE LINES MAY REMAIN IN PLACE ONCE DISCONNECTED FROM THE BUILDING AND THE MAIN UNLESS OTHERWISE SPECIFIED. 9. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. 10. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJA I CENT STREETS, THE CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. 11. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILTAND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING THE DRAINAGE SYSTEM. 12. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 13. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTIL THE SITE IS STABILIZED. 14. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A SEPARATE PAY ITEM. 16. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICALAND WATER AS NEEDED FOR DEMOLITION. 17. SANITARY SEWER AND WATERLINE TO REMAIN SHALL BE CAPPED AND MARKED WITH SURFACE MARKER INDICATING CAP LOCATION FOR FUTURE USE. CINDER BLOCK FILTER FABRIC NOT TO COVER DRAIN INLET ox. SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DA OF LAST DISTURBANCE. ri, yr.1 SAND BAG S AND BAG FILTER FABRIC p aj s H �Y SALES v ROCK SIZE 6 35/4" TO 1- 1 /2" NOTE: METAL T -POS ACCUMULATE. ALIGN FENCE AS REO'D. TO MAI�IT TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM'DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. STORM DRAIN INLET PROTECTION CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE SNATPI-00 "MINIMUM 2"X4" WIRE MESH GENERAL NOTES: 12- SHALL BE FULL FASTENED TO T=POST WIDTH OF SITE ENTRANCE NATURAL GROUN I)IRFCTION SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 6" MIN. DEPTH STONE V RE (ASTM D448, 3" TO —1 5" DIAMETER) OVER '00 1 FASTENED SECURELY TO T -POST & WIRE MESH METAL T_ POST 8" OF FILTER FABRIC TO EXTEND HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS GEOTEXTILE FABRIC 50, TO AS REQ'D. TO MAINTAI INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS AN ASBESTOS SURVEY HAS BEEN COMPLETED ON THE PROPERTY. THE DEMOLITION CONTRACTOR SHOULD USE AN INDIVIDUAL TRAINED U DER THE ASBESTOS NATIONAL EMISSION STANDARD FOR HAZARDOUS AIR POLLUTANTS TO OVERSEE THE REMOVAL AND DISPOSAL OF MATERIALS AND SHALL FOLLOW ALL RECOMMENDATIONS FROM THE ASBESTOS SURVEY REPORT FOR REMOVAL OF ASBESTOS MATERIAL FROM THE SITE. WITH SAME SQUARE SPACED 6' APART WITH COMPACTED BACK FILL SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DA OF LAST DISTURBANCE. FOOTAGE. SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED USED IN AREAS OF ACCUMULATE. ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 13RAINAGE FLOW. ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE EXISTING STREET OF FLOW VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. NATURAL GROUN I)IRFCTION STONE IS TO BE MAINTAINED NOTE: ff�D 4" ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, 6" MIN. DRESS WITH ADDITIONAL, STONE AS NEEDED. 4*'X4" MIN. TRENCH—_Di SO As TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO 771 FABRIC ADJACENT PUBLIC STREETS. SILT FENCE ASSEMBLY SECTIONA-A SUBGRADE SWPPl-03 CONSTRUCTION EXIT SILT CONTROL S N VPP 1-02 K FIRST STREET 40' R. 0. W. CAUTION111] EXISTING NOTE: ABANDONED 2" WATERLINE ............. . . . . ...... --EXIST CONTRACTOR SHALL BE GA�� . .............. ..... EXTREMELY CAREFUL SEW -1,511WE UNDER SIDEWALK PARALLELS EXISTING . . . ......... -EXISTING 8' :�SAN ITARY MAN 6" WATERLINE ALONG FIRST STREET --- --- AROUND VERIZON DUCT MANHOLE 8-QL -EXISTMd-s�=16-PVC BANK ELECTRIC TO REMAI EWER TO OF - SANITARY SEWER TO -p,,fc a — � _EC — — — 2_6,,_pvC_EC EXISTING ELECTRICAL EXISTING -BE-ABANDONED 2 2 611- BANDONED_WATER_ 2- IN �_DWAf ff-R- B D NED N TLkE ELECTRICAL _PWO-Ec --2- —(- 'I �491V$Y _�_EWER TO B SERVICE LINE MANHOLE PLACE 5ERYICE P1,10 EC. —2- C E Fo IN-P-LACIE1, ��—E-XISTING 6" -WA -TER-.- BANDONED FWATER- '-,I" �vc 11 �ftlfl i�G2 LECTRI� El 2- 4' PVC CC-2-4"PVC CC-2-1"PVG EC-2-4"P111C CC-2-4"PVC E0_ABANDQK,�Qv PVO rc _Z,,4"�VCEt— MANHOLE ABANDONED WATER EXISi IN 2" R!, w� LINE TO REMAIN SERVICE LINE CO-NQU= O. -R EXISTING WATER VALVE SERVICE LINE LEAALN— . , — -a 1 - LINE Td, REM I EXETINWY�e�Zl N i 0 U�I`-SANK t 0: ------- ------- o REMAIN /I t-11 RG7Z--:-4" _PVC - U EXISTING 2 4" PVC _tNITARY SEWER �TO EXISTING REMOVE EXISTIN REMOVE WATER SERVICE LINE uun I ELECTRIC CONDUIT ELECTRIC CONDUIT LIGHT ARY SEWER A D POLE TO REMAIN REMOVE WATER TO REMAIN or_ r\EvIUvF_U POLE GAS SIGN AND METERS AND UAH HHE SERVICE LINE AND CLEANOUT TO BE TO EXIST NG HTf-, i. EXISTING SANITARY -TO EMAI REMOVE WATER- SERVICE REMOVED EXISTING FIRE METER AND -,.CAP,, POLE �TO R AIIN', LIGHT POLE BE REMOVED LINE AND METER AND CAP HYDRANT TO PIPE TO REMAIN PIPE REMAIN EXISTING 36"X24'_14�:_ C v, BOX STORM y" NO T SITE NOTES: DRAIN TO REMAIN EXISTING EXISTING STEE �CP TO RE I N ALL EXISTING TREES AND SHRUBS SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE CqRB INLET FENCE TO BE 101 TP REMAIN SALVAGED FOR EXISTING BRI K 1EXISTING VE 1?01* -ALL EXISTING SIDEWALK RAMPS SHALL REMAIN PHONE DUC1"r- UNLESS SPECIFIED OTHERWISE OWNER SIDEWALK T BE REMOVEDN -ALL PARKING AREAS, STAMPED CONCRETE AND i'g 3.33 ACRES NITARY SEWER CLEAN OU TO CONCRETE SIDEWALKS, CONCRETE DRIVE APRONS, BLOCK 11 It! REMOVED (9N &COMPA YING BRICK SIDEWALKS AND BOARDWALKS SHALL BE SHALL REMOVED m6VED) -AERIAL COMMUNICATION AND ELECTRIC LINES SHALL W.C. BOYETT ESTATE PARTITION EXISTING 12, tiWATER BE REMOVED ONLY AFTER UTILITY RE-ROUTING LINE TO REMA N WORK IS COMPLETE -ALL BUILDINGS SHALL BE REMOVED ws VOL. 100, GP. 440 EXISTING WOODEN A SAW CUT P E ENT -ABANDONED WATER, SEWER AND GAS LINES NOT EXIS NG 36"X24' Z. FENCETO BE REMOVED SHOWN ON THE DEMOLITION PLAN SHALL BE OX STORM AS SHOW A' REMOVED FROM THE PROPERTY AND PROPERLY EXISTING LT CAPPED DMN TO REMAIN COLLEGE STATION ELECTRIC, 4,465 SF ASPHA EXISTING 2-4" PVC ELECTRIC CONDUIT COVERED -EXISTING STEEL FENCE TO BE SALVAGED AND SUDDENLINK CATV AND VERIZON AERIAL TIMES TO BE BE REMOVED CONTACT ABANDONED WATER AND SEWER TO BE REMOVED TO VERIZON VAULT GRAVEL PATIO "u, PARKING LOT WITH RETURNED TO OWNER CONCRETE CURBS To TO BE -CONTRACTOR SHALL CONTAIN ALL DEMOLITION WORK THESE UTILITY COMPANIES AS SEEN IN LINES MAY BE PRESENT BUT EXISTING UNDERGROUND REMOVED INSIDE PROPERTY LINE NOTES FOR CONFIRMATION THAT ALL ARE NOT SHOWN ON PLAN SUDDENLINK TO BE REMOVED BE REMOVED ILL.- Ji- LINES HAVE BEEN REMOVED. TO VERIZON VAULT ,9'4 C — 2- 4" P Pvc el� _21.ejw_ EXISTING POWER AND v TELEPHONE POLES AND EXISTING TELEPHONE REMOVE TER; SERVICE /-EXISTING POWER EXISTING POWER POLE GUY TO BE REMOVED BY AND LIGHT POLE AND SUDDENUNK LINE AND CAPii - 1IP I P E AT r T POLE TO REMAIN 0 BE REMOVED.BY GUY TO BE REMOVED EXISTING VALVE, OTHERS UD EXISTING DOC . . .. .... . ..... . . . ................... POI IrOTHERS aEc SEWER 13 ::Za aEC EXISTING GRATE SANITARY -§LWLK,:,k�'N 01 IT BE R-E-Mo��_ INLET AND 18" RCP COLLEGE STATION ELECTRIC�_�� EXISTING POWER (ANY ACCOMPANYING PIPE SHALL BE REMO�ED) POLE AND GUY TO BE REMOVED,�I,..(ANY EXIST GI TO REMAIN SUDDENLINK CATV AND IN 6RY VERIZON AERIAL LINES TO TO BE REMOVED SEWER TjO RqMIAN BE BE REMOVED BY OTHERS G PIPE SHALL BE,�'REMOVED) R 6" SANITARY SEWER �10 REMAIN. TO REMAIN EXISTING STEEL 51 FENCE TO BE BRICK REMOVED T, XltiIINU UNDERGROUND K LEGEND TAMPED CONCRETE SIDEWALK TO BE 0 0 IBER-OPTIC LINE TO S Sm REMOVED REMAIN CONCRETE DRIVE APRON/SIDEWALK TO a 5,027 SF SINGL ff BE REMOVED 0 0 k501. g,� SIORY MASONRY ASPHALT PARKING LOT TO BE REMOVED g 1,' 'E IN g PROPOSED SILT 13UILL)ING TO BE CONCRETE CURB TO BE REMOVED N FENCE R REMOVED BY ""M FENCE TO BE REMOVED g OTHERS lot 24,897 SIF ASPHALT M4, SILT FENCE � fil, SAW CUT PAV MEN AS SHOWN �LIMIT OF DEMOLITION PARKING LOT WITH EXISTING UUNtJ INLETS CONCRETE CURBS TO 32" DIAMETER LIVE OAK TO REMAIN tim gbggg BE REMOVED WL A E 8 HEA6\PALt, AND 8" RCP 0 REMAIN EXISTING 12" WATER EXISTING HEAD LL NOTEIIII 12 -WL— FO LINE TO REMAIN EXISTING LIGHT ALL DEMO WORK UNDER W11 _X — — — — — — x ktq--- - — - - LI i1w -X-X-X-x-x POW, Tn PFMAIN MIT OF DEMOLITION THE DRIP LINE OF THIS EXISTING CUR _,,-O�EXISTING STORM TZ ru TREE SHALL BE DRAIN JUNCTION �-WAPTER=VALVES- -_-REMAI PERFORMED BY HAND EXISTING LIGHT POLE CAUTION111 TY LINE -/If REMOVE COVERtu INLET AND 24" BOX LID TO REMAIN RCP TO REMAIN OR SMALL EQUIPMENT CONTRACTOR SHALL BE EXTREMELY BOARDWALK CAREFUL AROUND EXISTING FIBER EXISTING VERIZON OPTIC LINES. CONTRACTOR TO KEEP I -e- EXISTING WATER t4 x PHONE VAULT TO REMAI�\ -X-X-X-X- _x_x EXISTING FIRE VALVES TO REMAIN ALL CONSTRUCTION EQUIPMENT 5' x X 11 AWAY FROM -X-X-X-X-x-x HYURANT-AN DiL WATER -- -----,PROPOSED SILT�-�x x X FO XUA 0. W. -N RQA-D ENCE EXISTING CUR8_'69KI X-VA�XE ,� TO REMAIN J, VAR/ES FO INLET TO REMAIN _x X -X -X -X_ v1*/* EXISTING SIDEWALK RAMP AND �FO LIGHT POLE BASE TO BE REMOVED EXISTING LIGHT FO , PROPERLY CAP ANY EXISTING ELECTRICAL WIRES LE TO REMAIN CAUTION!l! CONTRACTOR SHALL BE EXTREMELY CAREFUL AROUND VERIZON DUCT BANK �O ' PROJECT BENCHMARK: COY OF COLLEGE STATION GPS MON # CS94-11O. ALUMINUM DISK IN CONCRETE 20 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST AND WELLBORN RO, N=10211269.2311. E=3548882.9806, Z=345.87' PROJECT ' COORDINATE: X= 548882.9806' Y= 211269.2311. ELEV.= 345.87 GENERAL CONSTRUCTION NOTES: 1. It nhoU be the responsibility the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor ohoU contact all utility company representatives o minimum of 48 hours in advance of any excavation. o. Contact Dig Tena 0 1-800-344-8377 b. Contact Kimberly Winn @ ATMOS 774-2508 C. Contact Mike Lavender @ Suddon|ink 846-2229 d. Contact Gilbert Martinez @ College Station Beothoo| 704-3660 e. Contact Mitchell Goo @ 778-4480 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Butch Willis @/ College Station Water 4c Sewer 764-3800 |. Contact Showndro Green @> BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.3.) Standard Specifications for Street Construction, Unified Technical Specifications, Wotor and Sewer and Qennno|o. 2009. and BCS Unified Design Details. All inspection ehoU be performed by the staff of the City Engineer of C.S. All construction oho|| be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction moteho|o indicated in these plans, the Contractor ahoU obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and on engineers oeo| where applicable. The contractor ahoU be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety || be in accordance with O.S.H.A. Standard 29 CFR Port 1926 Subpart P. For general requirements, see Sheet 33 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling ohoU conform to the specifications set out herein. Testing oho|| be provided by o certified laboratory, at the Owner Ie expense, to verify these standards. Any retesting due to substandard work ahoU be at the expense of the Contractor. Structural areas aho|| include all sidewalks and aho|| extend 5` beyond the curb lines of all otneoto' oUoyo and parking onaoo. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. AdditionoUy, the contractor oho|| coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials fb labor not identified as o Separate BN Item eho|| be considered subsidiary to the item in which it is used. All motoho|o and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 8. All ani| exposed by construction ehoU receive ua||u|oaa fibermu|uh'oeoding. 10. Trenches may be left open overnight if properly barricaded. 11.Adjustment ofWater Meters, Valves, Manholes, Irrigation Systems, and any other Public orPrivate Utility, etc. are not aoponote pay items. The Price of the adjustment oho|| be subsidiary to the construction of Sewer Uno' Force Main, etc. 12. The contractor ohoU coordinate with Sudden|ink Communications, ETU, Atmos Energy, and Verizon to adjust the location ofexisting facilities. 13. The contractor is responsible for traffic control. This is not o separate pay item. 14. No spoil areas one available on this site. 15. No combustible building motado| will be allowed on site until fire hydrants are operable and fire department approved emergency oocasa has been provided. 16. ALL TRENCH EMBEDMENT SHALL COMPLY WITH STRUCTURAL EMBEDMENT DETAIL FOR PAVED AREAS. VY/ 01/4 Ltij CENTER PIN 2 PLACES 4X 05/8 [161 THRU HOLE 2 PLACES QVAZITE LOGO SKID RESISTANT & GROOVE V3 P ir ~ ` 9 PLACES -i�-' GALVANIZED UTES BMT STRUT END) LOGO TO BE $PECIFLED: 2. THIS ASSEMBLY Is RATED FOR A STATIC, OVER A 10 (2541 X 20 [�081 AREA AND MUST PASS A MINIMUM STATIC TEST LOAD ACCORDANCE WITH TPLECORDIA DOCUMENT SIT YQ/ LIFTING BOLTS THRU HOLES 9 /10 4 PLACES (2 EACH SIDE & 3. DWNSIONS IN BRACKETS ARE IN 0 2 EACH EM) MILLIMETERS UNLESS NOTED OTHERWISE, 302# R0PJQVMLL 9:140 71iX TERMINATOR FOR 4- (102) CONDMT APR .465; 9/44/01 -Z42-1; QUAZITE@ BOX E 4 PLACES APR — B COVER ASSEMBLY ` | ` ' , EACH END) 01654 MT PG2436Z566V3_ HA^ 2*x36XREPLACEMENT ��8�Q� VICINITY MAP 20{ RATING -BO�` & 2 PC SPLIT COVER 20K RATING -~ 2 PC S�lJ� C�\�� ' / T �� \ \/|�'''`''/ ITEI� ID WEST) 911691 EAST) ' EST) 924073 VERIZON AND SUDDENLINK'S SCOPE OF WORK WILL INCLUDE THE FOLLOWING: NOTE: ANY DISTURBED SIDEWAL nEff STREET OUTSIDE LIMIT OF I BOTH ENDS INTO EXISTING TELECOMMUNICATION FACILITIES. )EMOLITII'ON VERIZON'S MATERIAL SPECIFICATION FOR THE MATERIAL THAT P SUDDENLINK SUDDENLINK CONDUIT AT RO OSED 2-2" PROPOSED PROPOSED 2-2" EXISTING CU OSED BORE SUDDENL WILL BE PLACED IN THE TRENCH FOR VERIZON. CONDUIT . ........................ . 4" PVC yr- 4" PVC VZ EXISTIN M!� e"M Y=195352.0 X=0!)4t54tS.U,5 CONNECT ROPOSED 2-4 Description 4 PVC TC -40 20'BE X= '54234 VERIZON CONDUIT VERIZON, PULL VERIZON CONDUIT VERIZON NDUIT AT 42'by 20 ft. PVC equipped with long couplings VERIZON PULL P�OIPOSED BORE CONNECT PROPOSED 2-4" With pull strings -equipped with 1800 pound test mule tape PROPOSEDi�� BOX PI LOCATION t -J PROPOSED TO VERIZON PHONE VAULT 48 V�Q inch radius 90s.' \ PROPOSED 3-4" VERIZON CONDUIT PR OSED. TRAksFOR 3.07 PULL BOX ET ING ROW Provide 4PVC meeting ,ou xvuro oovvu EXISTING Provide 2" PVC for Suddenlink meeting their specifications EXISTING TEMPORARY OE ZV RIZON AND SUDDENLINK TEMPORARY TEMPORARY Provide bore of Church Avenue RHEAD LINES PROPOSED POWER POLE POWER POLE POWER POLE Provide all pull boxes as shown TRANSFORMERS Mule tope(1800#) that will be continuous in each PVC and/or`X=5 41 65 1-14 inch 30 feeC subduct from WH to WH. Seal PVC at end of stub out that are vacant.PROPOSED PVC must be bedded in sand and surrounded with 8 inches of sand. TRANSFORMERS Follow embedment details for pavement section.BY OTHERS 342 - Verizon request that no Verizon p:naono| persons outhohzed to represent yohzun be required to work weekends or Holidays. K Verizon also requests o work schedule be provided o minimum of twoONNECT FICSED working days prior to the start of construction. CONNEC SED 5 TO NG LINES -1 EIEG TI TEM CONNECT PROPOSED 2-2" Verizon and Suddon|ink require that their inspector check all conduitSUDDENLINK CONDUIT AND it IU EXIST S installation prior to backfilling of trench. ' ' ^�r.--_ 3 4" VERIZON CONDUIT TO \ E\-7 El XISTING POWER POLE -BE REMOVED BY TO POLE ` ' ` ' \~" ~/ Usi ' \ 60 PAN / \ .' FINISH 3. ` GRADE / ! ` -- EXISTING BUILDING \ ' ' hJ ^ |'`~'�~~^ | ' 2 -" PVC [x SUDDENU ROINATE TRENCH DETAIL TYP. FOR CNIPHONE CONDUIT N.T.S. ' ' ` � T. PROPOSED BY OTHERS TRANSFORMERS ,nuu o � ^~`\ �UUU� ----------`----''~�� 0UUKKU '-v* -~n 3657-_- N�U|UQ8 ------- PROPOSED THER THER -L CATION OF SUDDENLINK AND VERIZON LINES MUST BE AT X,Y COORDINATES AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING FROM THESE PLANS ALL LINES TO HAVE PULL STRINGS IN EACH CONDUIT ` ��m~v�«� . G - rM17T T.979.260. �963 TX. FIRM # Fil 1443 511 UNIVERSITY DRIVE EAST SUITE 201:4 COLLEGE STATION, tX 77840 PLAN & DESIGN b�-LUIAI_JbTS IN CIVIL ENGINEERING * AYDRAULICS HYDROLOGY * LITILITIE i- STREETS Firm JF— 1443 13/25/14 ................. .... ]..'- 'Ha VERONICA J.13. MORGAN 77689 MARCH 2014 Designed by: VJBM Drawn By: JUJ,KB Checked By:VJBM,JM CD Cq Lr 41 ET (/", 9�1'11 1, Mve lonO NOZ183A ONno21V nn3323Vo K1311`13211X3 38 n1'dHS 21010'42111100 _. 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LCZ'69Z I,20I,=N '023 N2108T13M 0Nd '1S 3ldVNI 30 213N2300 H1230N 1V 310d 1HOII 30 MS 1.d 97 '313210NO0 NI >G(l {NnNlWnlb' 'Ol.I.--b6S3 # NOW SdO NOIiVIS 3031300 30 AiI3 'AEVWH3N38 l33rO3d PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM .................... ............ ....................... ......... ............ .. ..... ...... ..........:. ......... DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 1 [25,1 X 4 (1021 PULL STAT GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Kimberly Winn @ ATMOS 774-2506 C. Contact Mike Lavender @ Suddenlink 846-2229 d. Contact Gilbert Martinez @ College Station Electrical 764-3660 e. Contact Mitchell Gas @ 779-4460 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace @ Verizon 821-4752 h. Contact Butch Willis @ College Station Water & Sewer 764-3660 i. Contact Showndra Green @ BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2009, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 16. ALL TRENCH EMBEDMENT SHALL COMPLY WITH STRUCTURAL EMBEDMENT DETAIL FOR PAVED AREAS. W/ 01/4 [0] CENTER PIN 2 PLACES C Boa y' 12 4x 05/8 [1e] THRU IIOLZ W/ 01 1/4 [321 X 1/8 [131 8 3/8-16 UNG 7C 4 [102] LG, S.S. ; /� D., g HEX HEAD CAATR?E BOLT (a PLACES) �� \ DEEP CHORE s I -R 03 V / 2 PLACES S.S. FLAT WASHER / n ��'�/) ��9 sa, / 5 3 99 8� 1 ° 5 4/j�l 2-R y f� Q•'U(nuLV17 QXF Qi \ 2`\by° 9 7 �2, W LIL�LI�1 �Rh pl ��1�p 3. °.�6SQra1,71 / �� 8� QVAZITE LOGO % � ° �V 1 ' / ' / 2, ' ° T20� SKID RESISTANT 1\ oa �\'0 ° ,d'�l . 1 / 1 7 �.� � , SURFACE MS -86 ti, 4• a' ti j , �`��4 � /� 1 1 , %• w �� =',, 1 0°° � E '/pX Xo % ` ,OC, ion P&OLYMER TONGUE ONG 13 os b s�ti •f . 51>13'�1.� 2pp so d , i %�\ Z3w'as �'/ i J GROOVE X' oPG243tI5 e�??V3 I Ei S s' 14 s, 660 22 3/8-1(5 PLA.CEAABIZ UNC SELF AL- G. SNUT'� 6) l SOS. �i 9 \ 2 2 4 s l / /3"L �92/1, 6� 2 PLACES r g6 S' l5C1g� �',I0- tg 4,1 "X92 3'; 22 i'1:10 CK1p Bd 2 ; 8 g 4.5 /;. q:• 4 3 1:'11 I1 1 18. `/ MA 0 GALVANIZED 4 a BUT STRUTS 2CENTERED ONE I. Lo$ca�o a� VERIZON & BELLSoi1TH :. ��" �N ,.• �-3%�., '7 �°/ � �\ ND) SPECIFIED. �3q 2. THIS ASSEMBLY I$ RATED FOIL A STATIC k 9$} 4k [�p57: DESIGN LOAD OF 10,400 LBS. [46,259 N1 w IT 1 MUST PASS R A 10 [A SI�NIMtTMSTATX 20 IC TEST AREA AND QAD a ` [ 1 Q 9 �ti OF 2o.eoo LBs, sada i� IN �� rs�� 1/2-13 UNC 1 II TRC TSD 000902. H TELE.CORDIA. DOCUMENT S I 4 FIINAGG BOLTS 3TiIItU/HO[LES 9, D. F� k II" �� DIMENSIONS UNz�ESS NO= OTIMWISE. 9 A ° 5 22 EACH END) & C O� q I �C �C LI3 j� ,gyp AL4 DIMENSIQNS ARE IN INCHES U14LESS OTHERtM5E SPECIFIED �1 •�PG2436H56Q - wEICN,T 1 - 9Y DARC S 302 STR WC�' (Ips 1 QA T99� 9/a j 157kg 111 MaR Cj1 y .. S xq LPpt4+0ut vm 7n 3z7Pe $ QNI{ f�./W 9 .�•�{�01 •:4AI.L' oa.S 9aa^9926 _ 1 112,•1. GRAN d ...... RCy 2g 1 TBMflNATOR FOR: 4" (1021 CONDUIT eao s zK nn C E ntPR .ra&t, S; 9/$ /41 4 PLACES APR COVER ASSEMBLYe/v J,2 EACH END JP NUMOC/R p,N QNAWINQ: NUM�JFR PG243OZ566V3 HANDHOLI< -- 24x56x24 REPLACEMENT DOVER - 24x56x24 VICINI EMWEi"Irr 20K RATING ..., BOX 2 Pe SPLIT COVER 20K RATING - 2 PC SPLIT COVER SSI# (VERIZON EAST) 700251274 SSI# (VERIZON EAST) -- 70025505] (N.T.S.) ITEM ID (VERIZON WEST) 91.1691 ITEM ID (VERIZON WEST) 924075 VERIZON AND SUDDENLINK'S SCOPE OF WORK WILL INCLUDELo THE FOLLOWING:' VERIZON AND SUDDENLINK WILL PROVIDE AND PLACE; tt TELEMCOM WIRES WITHIN THE NEW PVC CONDUITS, SPLICING ......,,::..--'................::::........�..- : {0I 8 �a g_msS - S s5 = . �_c BOTH ENDS INTO EXISTING TELECOMMUNICATION FACILITIES. �s n _ 0 ss- gess_............ ti 35 i4 is . ............. a� VE ,:.... n... E 2-. w . _ .., - - ' --- _. .. VERIZON'S MATERIAL SPECIFICATION FOR THE MATERIAL THAT :o. � � �•-� •• � - .,..: ,• ..........:.:............. _ :. =._ .�._. ,... ..._ _,, r PROPOSED WILL BE PLACED IN THE TRENCH FOR VERIZON. �.,. ol=os 2 2 ....Y 1ss371ao PROPOSED 2-2" PROPOSED SUDDENLINK PROPOSED 2-2" SUDDENLINK CONDUIT AT �._ _ ..____. _ ----- s_ •.L-_. -___ �. - .. _ . _ ..... Y=1s55ss.2t SUDDENLINK _x=s5424as SUDDENLINK CONDUIT =.._..:................................ ;_.. ................ ........._ --- _�_._. Y= _ _=: _._..._... . _...................:.. �_%_ 1-_Ix 554250.88 PU L BOX SUDDENLINK CONDUIT :,I - - - :;, -_ ___ __ ts5a4o,2c EXISTING PEDESTAL .PULL BOX - ....._.__ -4 PVC _! _ :X 554251 60 r' ''1 v^...^p'.-......_.».-.,�.;_...,-. s�-:::._. .... -i t ^DVC SL 9� T•• Po,.a...P2 a_q , __ z,2 „P -YL ----- s.auc_sl_ s,a _ •• „ t. „ .. rf'_'"---..._.._CANTEX . e tft r 4SC �i2r 4 dSc 4 IlC sJz -�- 4 �ASc Vz r 4 dS> vZ vc s� _ _ a _ _ ems_ Pvc s� PVO't�g�- W . SDL - e...4 Pis the supplier '"e, ._ ❑_ _ `� ❑--��+^"�v❑--r�z�❑Pv> c?v- Pyr Ic?vx?_❑-+^��czvx�a--`c2v% 4 Pvc vz Part A52EA42 y _ Q # - PROPOSED 3 4 Y-195569.21 PROPOSED Y-195657.94 - � -�2r . Y 19 352.0 I PROPOSED 2-41 Description 4 PVC TC -40 20 BE \ : 77 VERIZON CONDUIT x=554846.03 X=554248.13 PROPOSED 3-4 `� X=55423433 VERIZON PULL t VERIZON CONDUIT CONNECT PROPOSED 2-4" 4 inch schedule 40 PVC { ROPOSED VERIZON CONDUIT CONNECT PROPOSED 2--4' S LIMEY " RE 4" by 20 ft. PVC equipped with long couplings VERIZON PULL BOX AND 3-4" VERIZON CONDUIT -, ;' s EXISVERITING P�DESTIALAT With pull strings -equipped with 1800 pound test mule tape PROPOSED;,, o BOX TO VERIZON PHONE VAULT 6 .SWITCH G R 90'6 BY -OTHERS.. PROPOSED ;: Y-1953 9.13 #� SUDDENLINK 48 Inch` radius 90s. __ _- ,. _. , L X: 554 23.07 -- PULL BOX PROPOSED 3-4" ,�.. . VERIZON CONDUIT PROPOSED THE DOMAIN PROJECT WILL: ..A TRA<`ISFORME ' 9 c , I BY OTHERS I Provide 4" PVC meeting Verizon standards noted above EXIST Provide 2" PVC for Suddenlink meeting their specifications _. I; VERIZON AND SUDDENLINK INC EXISTING Provide bore of Church Avenue EXISTING TEMPORARY TEMPORARY OVERHEAD LINES TEMPORARY - ` POWER POLE PROPOSED Provide all pull boxes as shown POWER POLE POWER POLE Y-19535834 �. TRANSFORMERS Mule tape(1800#) that will be continuous in each PVC and/or x=5 41 1'65 i,�, �-ZBY OTHERS rE sDa1e: t' T T 1 inch = 30 feet subduct from MH to MH. ;r I Seal PVC at end of stub out that are vacant. PROPO PVC must be bedded in sand and surrounded with 6 inches of sand. SEDTRANSFORMERS Follow embedment details for pavement section. N BY OTHERS ` Verizon request that no Verizon personal and/or persons authorized to represent Verizon be required to work weekends or Holidays. Verizon also requests a work schedule be 4® q provided a minimum of two \ ,, \ \,\. \ \ \ \ \ \ \\ \ \ \ CONNECT PROF' SED workingdays prior to the start of construction. y \` CONNECT R SED \ \\`\. \\ \ \� \•\ \ \, \ \ \\ \ \ \ \ \ \ \. \ \ \ \. \ TEMPORARY L;lhl S TO i TEMPORAR L N S \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _.:_.._._._ w ,,.:.<ri - Verizon and Suddenlink require that their Inspector check all conduit CONNECT PROPOSED 2-2 \ \ \ \ \ \\ \ \ \ \ \ \ \:\ \_ \\ \- \ \ \ \ \\ LXISTINa L![JES.. _ _� MEC 'O�<_:: _........,-TO EXISTINf3 1 ES. ...__....- SUDDENLINK CONDUIT AND \ \ \-- :\.. \_, \ \\ --�-a Eur installation prior to backfilling of trench. ' .. \ \ \ \ \ \ - ' P 9 ... 3_ 4 VERIZON CONDUIT TO \ � \ \ .\ \ \ \ \ <� �. ; c�-----�.--,,� , - • ,----�-•---=;v- �--:, -,.....,... EXISTIN EWER : \: \ \. � \ \, \ \ `. \ " ' \- _ ` \ ❑ EXISTING POWER POLE \, \ �\ \ \ \,\ \EXISTING POLE LINE,,\ �.\ \ \ \\ •,\>\ \\ \ \\. \\ \ \ \ \ \ POWER POL.E % \ \ \ \. \ `. \ \ \TO 'BE REMOVED BY \ \ \ \ \ \ \ \ \, \. \ \.. \ OTHERS \ \ \\ \ \\ \ \ \ El POLE 4. ti i i:I \ `\ \. \ \. \\ \., \ \ \ \ \ ,• \, PROPZSED PARKING \ \ \ \ G kAQE FINISH 3' GRADE CTV-PHONE,:- EXISTING BUILDING IR / \10. NOTES: LOCATION OF SUDDENLINK AND VERIZON LINES MUST BE AT X,Y COORDINATES AS SHOWN ON PROPOSED THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR TRANSFORMERS BY OTHERS - w CONSTRUCTION STAKING FROM THESE PLANS \ e ALL', LINES TO HAVE PULL STRINGS IN EACH \/\/ IQ - /\ -� w PROPOSED PULL VAULT c1.__• -a- _ - . I CONDUIT 6 _ tr 3 4 PVC /\// CONDUIT .. _.< ............. _. 2-2" PVC CONDUIT ....... \ ....:• 0 - - \ - , VERIZON z .. _ ......... ..... , ,<,, ' .......................- - - _ i • -- PROPER LINE \ ..... - SUDDENLINK \cff TY / /_ \ \ \ \ \ \ \ - _ _.. _ _ _ ........ _.. _.. a ........... . , \ /\ Y,X COORDINATE is _.. MARKER _...... _- PROPOSED . - R.�V41ES TRANSFORMERS ......_ - _ _ .� BY OTHERS ------- ............... i s' ry_. PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 21 1269.2311, ELEV.= 345.87 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACTALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Josh Norton @ ATMOS 229-4627 c. Contact Dan Augsburger @ Suddenlink 595-2429 d. Contact Richard Wallace @ Verizon 821-4752 e. Contact Gilbert Martinez @ CS Electrical 764-3660 f. Contact Butch Willis @ CS Utilities 764-3660 g. Contact Ken Gray @ CS Fiber Optic 764-6330 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVER ALL DEMOLITION REQUIRED FOR THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. 3. DEMOLITION SHOWN ON THIS PLAN INCLUDES STRUCTURES THAT HAVE NOT BEEN CONFIRMED TO BE CLEAR OF ASBESTOS. ASBESTOS SURVEY WILL NEED TO BE PERFORMED TO THIS BUILDING AS WELL AS ANCILLARY EQUIPMENT/ITEMS ON THE LOT AND PAVEMENT. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK. 5. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. 6. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION.. 7. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALLTIMES. 8. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN, UNLESS OTHERWISE SHOWN ON PLANS. UNDERGROUND SERVICE LINES MAY REMAIN IN PLACE ONCE DISCONNECTED FROM THE BUILDING AND THE MAIN UNLESS OTHERWISE SPECIFIED. 9. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. 10. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, THE CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. 11. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING THE DRAINAGE SYSTEM. 12. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 13. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTILTHE SITE IS STABILIZED. 14. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A SEPARATE PAY ITEM. 16. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION. 17. SANITARY SEWER AND WATERLINE TO REMAIN SHALL BE CAPPED AND MARKED WITH SURFACE MARKER INDICATING CAP LOCATION FOR FUTURE USE. CINDER BLOCK WITH COMPACTED BACK FILL SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF FILTER FABRIC LAST DISTURBANCE. SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF NOT TO COVER�8 HAY BALES TO BE SLOPE FOR SEDIMENT TO 1 x ROX DRAIN INLET ACCUMULATE. ALIGN FENCE SAND BAG DRAINAGE FLOW. ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE n' OF FLOW VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED SAND BAG DIRECTION II BY CONTRACTOR. 4:. FILTER r kt,f FABRIC HAY BALES —Am JJ/ 1 -- SILT SILT FENCE r ROCK SIZEt SWPP1-03 3/4" TO 1-1/2" NOTE: � METAL T–POST TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT–LADEN RUNOFF. THE PROTECTION AS REQ'D. TO MAINTAIN. SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH B S ALLOWS war• SAND BAGS SHALL BE REPLACED UP AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION \ SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF, DETERIORATION. SWPPI-00 2"X4" WIRE MESH GENERAL NOTES: MINIMUM 12' SHALL BE FULL FASTENED TO T=POST WIDTH OF SITE ENTRANCE SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER FASTENED SECURELY TO fit: HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY (A MIN. DEPTH STONE VARIES T—POST &WIRE MESH BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (ASTM D448, 3" TO 0' GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 5" DIAMETER) OVER Tp 10 � METAL T—POST 8" OF FILTER FABRIC 'TO EXTEND GEOTEXTILE FABRIC ,50' AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS WITH SAME SQUARE FOOTAGE. r EXISTING STREET STONE IS TO BE MAINTAINED NOTE: 6" IN. DRESS WITH ADDITIONAL STONE AS NEEDED. j SO AS j PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SE, CTIONAA SUBGRADE CONSTRUCTION EXIT SILT CONTROL SWPPI-02 SPACED 6' APART WITH COMPACTED BACK FILL SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED USED IN AREAS OF ACCUMULATE. ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DRAINAGE FLOW. ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE NATURAL GROUND OF FLOW VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED DIRECTION II BY CONTRACTOR. 4:. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 4"X4" MIN. TRENCH—_D 1 -- SILT SILT FENCE ASSEMBLY SWPP1-03 AN ASBESTOS SURVEY HAS BEEN COMPLETED ON THE PROPERTY. THE DEMOLITION CONTRACTOR SHOULD USE AN INDIVIDUAL TRAINED UNDER THE ASBESTOS NATIONAL EMISSION STANDARD FOR HAZARDOUS AIR POLLUTANTS TO OVERSEE THE REMOVALAND DISPOSAL OF MATERIALS AND SHALL FOLLOW ALL RECOMMENDATIONS FROM THE ASBESTOS SURVEY REPORT FOR REMOVAL OF ASBESTOS MATERIAL FROM THE SITE. 1 i � , FIRST STREET '_..' 40' R.O.W. ; -- � CAUTION!!! EXISTING NOTE: ABANDONED 2" WATERLINE ;................ _ CONTRACTOR SHALL BE SEWER UNDER SIDEWALK PARALLELS EXISTING EXISTI G-� EXTREMELY CAREFUL M8UHQL E. _!�... EXISTING 8" SANITARY _. E4VEF ARO -ss—------ss�-- _ �� _ 6" WATERLINE ALONG FIRST STREET _ - - - AROUND VERIZON DUCT - - VRI -.._ ._.._.___... B_..-._�SEWEB__eL1d.E_ �_� � _..-...__�................ .._._�..V....._..------- MANHOLE BANK EXISTING -`2-6' -PGC a -ss_ s SANITARY SEWER TO ELECTRIC TO REMAIN BANDONED WATER- _ m A ,IT,A Y SEWER TO I _ EXISTING --- z r v;-Ec B1 Af3ANDONf=D SIN" :'e Fc __ �,.- r�- ------ 2 4 -nuc-wE4 _ _ .>_r 1C-Ec x -s'° k �L s'°--pvc-Eo -_ _ _ z- „- , 2_ : _ s'°- vc Ec _ - �- _ 2_6,._F�-6"--- ss ELECTRICAL SA�II(MY SEWER TO BE SERVICE LINE AB,AI1bI1JED WATER B Nb�NED IN PLACE -'T EXISTING ELECTRICAL - �" P PLACE _ ,. _ _ BAN 0 s la _P_LAr.. - '_ _ .,, 4 n EIVICE L N ,. MANHOLE MANHOLE 2 evc Ec 2- 4� vc Fc z- wvc Ec a a vc �c 2 avc c a �EO� 2�E4 Svc .c EXISTING. 6 WATER Pvc ac: �-ABANDONED EWATER-2- 4 'VO Fc 4 a•„� vc rc x- 4' �r � a � , e Ea 2. s rva �c 2- 4” avc �a ----2- .e" PVC c a 4^ Pvc �a 2- a� PVC �c s 4 � � 2-'�~ I uc ec -� ",2_ EXS�fING 2-4 FVC ELECTRIC ABANDONED WATER �m _WL LINE TO REMAIN 4�SERVICE LINE EXIS INCA 2' WQTR';� - � s wL -csL _ � 6—WL CONDUCT T . E_A EXISTING WATER VALVE SERVICE LINE NN _ _,_L M_l _. I _,. Ei—tdL— __ .. �, �._ I �®W�� s-�f�.-...� � s-4� LINE Ty REM m .� 1 I - XISTIN VW _ Slit oEr3ur .. «,r*�:::,.,, . -�..., ..., , ��.a.. 3„..m ;..>'tt'•3;�f+±.H,'g'.`;'.,... '3.,�' ..:.:.- _ .. .......:...., ,., „ ...-...;,.. .. e F µ,... .. .. r �.., a: >... DUCT1 ANK mTO ' " EXISTING 2-4° PVC �� r SANITARY SEWER TO EXISTING REMOVE EXISTING REMOVE WATER SERVICE LINE EXISTING LIGHT- REMAIN - EXISTING -"2=4" PVC ❑ ELECTRIC CONDUIT SANITARY SEWER AND REMOVE WATER ; �.. ELECTRIC CONDUIT EXISTING. BE REMOVED TO LIGHT POLE GAS SIGN AND METERS AND CAP PIPE AT POLE T& REMAIN i TO REMAIN SERVICE LINE AND ~'� EX�G L' HT. 1 . SANITARY SENDER TO TO- _BACK_ 0. CLEANOUT TO BE r BACK OF CURB AND REMOVE -WATER SERVICE _ _ F CURB -. - ,_. EXISTIN FIRE_;._ t # LIGHT POLE BE REMOVED.TO TO REMOVED TO $ACK OF G . - ..METER AND . AF' : r POL TOR 'AIN ? _ CAPPED LINE AND METER AND CAP ;HYDRANT TO t TO REMAIN BACK OF CURB AND - CURB AND `CAPPED PIPE AT BACK OF -� ,': PIPE AT BACK OF CURB REMAIN EXISTING 36"X24"—�;, ..�-� - ; CAPPED CURB EXISTI G C BOX STORM _ INL AND SITL NOTES. DRAIN TO REMAIN EXISTING STEEL RCP T6 RE IN -ALL EXISTING TREES AND SHRUBS SHALL BE � EXISTING CURB INLET FENCE TO BE T REMAIN � �� "` `;,: R MOVED UNLESS SPECIFIED OTHERWISE Q z XISTING VE' I 1 s SALVAGED FOR EXISTING BRI K'' SON ALL -"EXISTING SIDEWALK RAMPS SHALL REMAIN OWNER SIDEWALK T 30 F r HONE DUClI ' U<�LESS SPECIFIED OTHERWISE 3.33 ACRES BE R MOVED g -ALL BARKING AREAS, STAMPED CONCRETE AND w CO CRETE SIDEWALKS, CONCRETE DRIVE APRONS, NITARY SEWER CLEAN OU TO BLOCK SREMOVED (9 A�CCOMPA YING BRIT K SIDEWALKS AND BOARDWALKS SHALL BE SHALL BEBR MOVED) REJOVEIDW.C. BOYETT 1 -AERICOMMUNICATION AND ELECTRIC LINES SHALL ESTATE PARTITION EXISTING 1,2 WATER BEEMOVED ONLY AFTER UTILITY RE-ROUTING m LINE TO ReMA N WORK IS COMPLETE VOL. 100, GP. 440. -ALL BUILDINGS SHALL BE REMOVED IXIS NG 36 X24 EXISTING WOODEN -ABANDONED BOX STORM FENCE TO BE REMOVED SAW CUT P V ENT BANDONED WATER, SEWER AND GAS LINES NOT AS SHOW SHOWN ON THE DEMOLITION PLAN SHALL BE �, EXISTING REMOVED FROM THE PROPERTY AND PROPERLY DAIN TO REMAIN COLLEGE STATION ELECTRIC, EXISTING 2-4 PVC ELECTRIC CONDUIT 4,465 SF ASPHALT CAPPED } SUDDENLINK CATV AND VERIZON AERIAL COVERED TO BE REMOVED TO VERIZON VAULTGRAVEL PATI PARKING LOT WITH -EXISTING STEEL FENCE TO BE SALVAGED AND TIMES TO BE BE REMOVED CONTACT ABANDONED WATER AND SEWER TO BE RETURNED TO OWNER THESE UTILITY COMPANIES AS SEEN IN LINES MAY BE PRESENT BUT EXISTING UNDERGROUND CONCRETE CURBS TO NOTES FOR CONFIRMATION THAT ALL ARE NOT SHOWN ON PLAN SUDDENLINK TO BE REMOVED REMOVED BE REMOVED 4 a LINES HAVE BEEN REMOVED. TO VERIZON VAULT b.< PVC EC 2- 4" P C '€' PVC 'x.0 -�'°" - __.. 1 EXISTING POWER AND z- EXISTING POWER EXISTING POWER POLE TELEPHONE POLES AND EXISTING TELEPHONE �� R REMOVE WATE SERVICE AND LIGHT POLE AND g� R LINE AND CAP PIPE AT GUY TO BE REMOVED BY SUDDENLINK h� �. � �` EXISTING ) ', � 1 POLE TO REMAIN TO BE REMOVED BY , a• Ys OTHERS GUY TO BE REMOVED K "_.;';:; EXISTING VALVE SEWER _ _...OTHERS uDOENLIN . ......._ __ 1 aec SIR 4' I x:x EXISTING GRATE EEC SANITARY SEWER -GLEAN OUT TO BE REMOVE MANHOLE _._ ' INLET AND 18 RCPEMOV,tBR,.... D .._.., COLLEGE STATION ELECTRIC, EXISTING POWER 1 _x TO REMAIN _ %_;��., (ANY ACCOMPANYING PIPE SHALL BE REMOVED x SUDDENLINK CATV AND POLE AND GU � ' ` ��XI ;K � r � :� �e.`� �� .�"� � `, �� ) EXISTING SANITARY VERIZON AERIAL LINES TO TO BE RE�a°- �� L U� � k�� MOVED _f� I F x =� ` . ��,, x ;' f � � , � • � �� m _ 1 � s � ''� ER, .TO BE REMOVED (ANY +. SEWER 0 R 'MIAN 1 BE BE REMOVED Ar I;£3 PIPE SHALL BE REMOVED BY OTHERS ) �7'7ii{ 6" SANITARY SEWER GAS ,-S Cp TO REMAIN. 1 , TO REMAIN r3 r .:. ,.,�... , •° I scale I yy 3 EXISTING STEEL � � RE f�°i.1=D � � �O BE`vR �,.� ,� � 3,°� ��. 1 inch – 30 feet FENCE TO BE I9 IN 0 za- n -�C }{ XIS ING UNDERGROUND REMOVED BRICK =C.LEGEND 0 U) N x•::.95. )sb r Y+ Q, FIBER-OPTIC LINE TO STAMPED CONCRETE SIDEWALK TO BE REMAIN.`.., y -��`. :.F. . ° ' }} �,; , _,, � ,t_� ,.. �° �, -� ; �, � .�h` r.s .`„c°� a; � z 1'�t �Ts� t :�4�T � C7 ®REMOVED �� I ° n � �. ..3� :: i7APRON/SIDEWALK ,x CONCRETE TE DRIVE AP RON SIDEWA LK TO o 5 027 SF SINGLE BE REMOVED I C RY MASONRY >:�� ASPHALT PARKING LOT TO BE REM OVEDPROPOSED SILT BUILDING TO BECONCRETE CURB TO BE REMOVED ,, REMOVED BY � �F �- FENCE TO BE REMOVED :. r° OTHERS ;`.:, 24 897 SF ASPHALT tT1 —x— SILT FENCE �. SAW CUT PAVEMEN AS SHOWN EXISTING �. ��v� PARKING LOT WITH.' �CURs INLETS v `,'.r CONCRETE ax.: r,fll� ': ,� �fl.s �._/' CURBS TO I I 3:-? r. 32" DIAMETER LIVE OAK TO c TO REMAIN ° dF REMAIN t.�120 BE REMOVED��I ° _ �HEADWA AND 18" q p REMOVE BRICK SIDEWALK .p RCP � '.T. ��r �'.f � ^„.+1, A r€ � .�� •:�- TO REMAIN ,�� .� K� �: �_, f ,I• i�r#3� °r,+4: -�}}{iF N<5"a -'Sg; .,,," .,•. d �a '.a -f.-.. 1.. - . •° � f EXISTING 12 WATER _� � �,,, _ � ,. •„, �• . ., ,d v d,r ,... .i ,X”, ...�..::.qu w.r.i..,..@:M °§ar, r I2—WL ,_ ., _;.3 HEADWALL - 1—S.L— LINE TO REMAIN . 3EXISTING TO 11 - - — -X— -- — is--,L—X —X FX X—X—x— — _ 7z _ —__, �'� �' X x ;, REMAIN -' XISxTI1G-FI2E"1 DtA1T AtD- -x-x-x�x-x-x=x� x_ -a - - • _ . " A _ BE- x� _ q I � THE DALL RIP LINE OFRK TNDER HISEXIiIN�IP�HT - _ ___ " - EXISTING STORM Fo x -x- _ - r . ---- -�; :,: TING CURB ._...__.___�. W2TE€�.=.VALY:ES-.�T4=a3EM�,la_.v._.____.�.__. - DRAIN JUNCTION I EXISTING LIGHT POLE 11� ----•- _ .__ "�" '"-x--x—x OLE TO REL -1� PROPERTY LINE LL BY _ _ EXISTING TREE SHA CAUTION A ' \ RCP TOREMAINRRSMALLDEQUIPM NDT BOX LID TO REMAIN CONTRACTOR SHALL BE x-x_x'»=x-Fax x- �` � � - � ��....---- ' ., 1��. RE BOARDWALK ED x t EXTREMELY CAREFUL _� dx 1rr - - EXISTING VERIZON - -'�,�' 4 x -x- x 1 -WL PHONE VAULT TO REMAIL 1 EXISTING WATER AROUND EXISTING FIBER x x x x x x'X- _ _ _ -- `" �z_W; x 11 VALVES TO REMAIN OPTIC LINES x -x- _ - - __ a x x x_ --- EXISTING FIRE �' PROPOSED SILT�x-x"x-x-x-X_x_ _ HYDRAN1 ANDI,LWATEB X �V Ro A FO — _x-�l✓B VES TO REMAIN } R. 0 (/j/ VqR' A� ENCE EXISTING CURB x69AI �C_x_ - ES FO INLET TO REMAIN x x-x-x_x_x.�� II EXISTING SIDEWALK RAMP AND Fo ._._ LIGHT POLE BASE TO BE REMOVED EXISTING LIGHTED� PROPERLY CAP ANY EXISTING LE TO REMAIN ELECTRICAL WIRES .._ CAUTION CONTRACTOY SH EL BE EXL —_� AROUND VERIZON DUCT ��_ BANK PROJECT ARK: CITY OF COLLEGE STATION GPS MON # CS94-110, ALUMINUM ............ .......... ............. .......... ....... ..................... ..:..... ....................... DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882:9806, Z=345.87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.23.11, ELEV.= 345.87 GENERAL CONSTRUC 1 [251 X 4 [1021 PULL SLOT TION NOTES. 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing uhderground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Kimberly Winn @ ATMOS 774-2506 C., Contact Mike Lavender @ Suddenlink 846-2229 d. Contact Gilbert Martinez @ College Station Electrical 764-3660 e. Contact Mitchell Gas @ 779-4460 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace @ Verizon 821-4752 h. Contact Butch Willis @ College Station Water & Sewer 764-3660 i. Contact Shawndra Green @ BTU 821-5744 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2009, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, BTU, Atmos Energy, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. No spoil areas are available on this site. 15. No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency access has been provided. 16. ALL TRENCH EMBEDMENT SHALL COMPLY WITH STRUCTURAL EMBEDMENT DETAIL FOR PAVED AREAS. W/ 01/4.[61 CENTER PIN 2 PLACES 4X 05/8 [161 THRU MOLE S X/ �\ h 19/ 02 1/4� (32) X 1/2 [13] 8 _'3/8-16� UNC X 4 [102) LG. S,&/ V �. .\ � �� DEEP CHORE ? LEX BEAD CAPTIVE HOLT (2 PLACES) / g �f D \\ o, 8,' �+' h % 03/5 [191 S.S. FLAT WASHER 9 d / , < 3 g�: / , i 9/ 1� , PLACES �V7 2 / @T[r 11 OLr @ ..1, 2� ; 8 7 :<�1 � . % 2`3�\ ` 2-R \ , ��3G�31lLaGv1 R��-a�"' osrs��o,�, QUAZITE LOGO �4R 9 2 7\y!\ 1` 6�01t 2 G� , ao�'1 \,,\T20 SKID RESISTANT 1 F 7 °J 00 SURFACE AIS -86 \ o Q 7 7 ,p / /'i p)y��%13 ,"'-•-n..........:�_". _ v �' 4 \i0 4^ s POLYMER TONGUE 2gOC�OA f PA GROOVE sbo b ti 16 � 1; I'_ - 4 O /to J � 1 ",9J0,� f 1 s i 3 r° / Ji� 7 i° 8 %J. Jd. 3''\ 7 X, Ee° PG243�iI527V3 / 15>: o � o s. J I dg6 3/8�-16 UNC SFX,F ALIGNING, s9 qq� 14 s, s 1 / 21' ' s (' a x7 15's°� 111 -23 6 % 12•' / 1� �� , J,,OG REPLACEABLE S.S. EZ -NUT ,��/ I6 �. '� ,!19 \ ' z q .� / 1� 2j F �o / 2� h 3 1J Z PLACES a 1 h • �� J.; �� 2 3, ` 5'%• 7 0 � � 17V / 2 9/ 11 C K70 1 7/910 o , �l B�il"K �� 2 � %7`\g cP am t e/11 � /1(( � �5'` _t 17. o 4 'GALVANIZED 1 fir;:. �� 18� HMT STRUT o� 1 ly„ x4 d, 61Q4n (CENTERED ONE 1. CUSTOMER IS VERIZON da BELLSOUTH 4 END) LOGO TO HE SPECIFIED: 1 4 / � sed 1�(% �°' j1 • ' °'' � 2 1 2. THIS ASSEMBLY IS RATED FORASTATIC ta DESIGN LOAD OF 10,400 LBS. [46,259 N] �2k 10 t OVER A 10 (254) X 20 [5081 AREA AND 4 ^�� Y2:e � 2 - J s41 . MUST PASS A MINIMUM STATIC TEST LOAD I OF 20.600 LB.S, [92.518 N) IN 2--13 UNC ACCORDANCE WITH TELECORDIA DOCUMENT I t .o<' ' 1LIFTING BOLTS BTLXIRu/I2 (13 1'R -TSV' -000902. 4 PLACES ?k i (2 EACH SIDE & 3. DIMENSIONS IN BRACKETS ARE IN119,0 nn�1 S 2 EACH END) MILIMETERS UNLESS NOTED OTHERWISE, 9C 0TEM �2 [1 s ALL DIMENSIONS ARE' IN INCHES UNLESS OTHERWISE SAECt6IEt�: €lost 1 PG24368568 DSN ar c,rc 302# � r 1`RQN(�{�{/E:.l,. Loc lJ L1V � 0 2 5 J 47k6 Lc�aR ctty oms av HQ' L/ EN U LI \J�( DRN�•� Dl�k/01 aozi ,Nousrwu. vuK pw $ EAK W. A/T(701 SGAi..G t9�am EZ . 3771, -f' O aas va,�-a7=a ena .. _. 1 17Y�Y DRANING: 2k 1 TERMINATOR FOR. 4" [1021 CONDUIT s,zC' '"'Mc E [ � 6 4 PLACES APR �td� AlZ97a1 QUAZITO BOY & (2EACH END) APR B' COVER ASSEMBLY eta+ JOS NUVADCR CPU DRAWING NUMfItr.R 01554 sNecr t or > _ - . PG24.36Z566V$ - HANDHOLE. _ 24x36x24 REPLACEMENT COVER - 24x36x24VICI �111ry ERWMEAIIW 20K RATING BOX & 2 Pc SPLIT COVER 20K RATING - Pc SPLIT COVER SSI# (VERIZON. EAST) - 700251274SSI (N :T. S . ) (VERIZON EAST} •- 700253051 ITEM ID (VERIZON WEST) 911691 ITEM ID (VERIZON WEST) 924073 till VERIZON AND SUDDENLINK'S SCOPE OF WORK WILL INCLUDE - al THE FOLLOWING: VERIZON AND SUDDENLINK WILL PROVIDE AND PLACE TELEMCOM WIRES WITHIN THE NEW PVC CONDUITS, SPLICING`�� - BOTH ENDS INTO EXISTING TELECOMMUNICATION FACILITIES.Fol; sass _� �; __ .e.. _ _ , ��- .. 1_.._ �s _. . _-.-,...:.-:..-.......:.- :.- :.___ -- e-ss-ss - . C "--^^ S-^ S � (Q -- !i SS �.._ ..... ..__.. _ . --- ........ ---. ..... ._ .._ _ .._ -- -- -_ _.__._ _ _ -> _ _ ....... l , .-: VERIZON SMATERIAL SPECIFICATION FOR THE MATERIAL THAT _ - _ CON WILL BE PLACED IN THE TRENCH FOR VERIZON. 7 195371.70 PROPOSED 2-2 Y=1s55ss PROPOSED SUDDENLINK PROPOSED 2- PROPOSED - -- ; . .21 2 SUDDENLINK CONDUIT2 X=554248:84.. _._ - ;��..._ - - :; -, :_ SUDD AT :.... SUDDENLINK CONDUIT X-55425o.a6 PULL ENLINK - -: ............ _.. I__...-.�...._ SUDpENLINK-CONDUIT----- _ �..., - - = s584O.2n �;.. _.. , _Y_1 �.Y BOX` X=554251.6G _... _ . -- ............... _ (_..._ Win....,- _ _ __ __ - .-> EXISTING PEDESTAL 4 PVC- - _._. - CANTER Is the supplier ,. s-4 d'So�z 4 dt%i12 A`Sc P4C.-$i .. c y; I ;. __�_..... pp I..r `�'•'1•.......a-.,. u 4 fC 91{Z �7- 4...C2, X3-.4VZ ...- ..-._"•,4 P s�� 'QD�--� 29_ ._. _.-CZ �...... ._ 3- 4 PVd2012'-r-�'. r- "PVC s6. L:."..'.,.,..,,. „ PV41 sD _._.''y'1C�„ $» » i Part#A52EA42 ryy - - _cy-____� P 0 i t 3�r - - c1 -- -a®- `1 q ---a1 -a - -tA�-- -1 •• --L---- �1€ - PYcz 4 Pvczv�^s""v _3..__ s- 4 Pvc vz a- .zP Q `\ \ a R POSED 4 Y=195569.21 Y=195657.94 t » Y=1 5352.0 - PROPOSED z ' , PRODOSED 2-4 Description 4 PVC TC -40 20' BE 55 VERIZON CONDUIT X=554848.03 X=554248.13 PROPOSED 3-4" \ 4 inch schedule 40 PVC \ x= 54234 a3 ROPOSED VERIZON PULL VERIZON CONDUIT q VER ZON CONDUIT CONNECT PROPOSED 2-4" CONNECT PROPOSED 2--4" VERIZON CONDUIT AT VERIZON PULL BOX AND 3-4" VERIZON CONDUIT ;LINES TREWi h ul ft. PVC equipped with long couplings ITO VERIZON PHONE VAULTEXISTING PEDESTAL With ull strin s e ui ed with 1800 p PROPOSED', N F-�p g - q pp pound test mule tae BOX SW CH'90'sOTHERSyT�s53's.13 _ PROPOSED inch radius 90s. __ €1 - SUDDENLINK---- 48_ _ r D( 554 3.07 - - ___ ` PULL BOX _ - _- _ Vtt PROPOSED 3-4 VERIZON CONDUIT .. PROPOSEDN THE DOMAIN. PROJECT WILL: TRANSFORI�E `S1 • Provide 4" PVC meeting Verizon standards noted above ,- BY OTHERS'x, ; I Provide 2" PVC for Suddenlink meeting their specifications VERIZON AND SUDDENLINK EXISTING > NLINK ' EXISTING EXISTING TEMPORARY Provide bore of Church Avenue ? ' TEMPORARY PROPOSED POWER POLE OVERHEAD LINES TEMPORARY �� Provide all pull boxes as shown � POWER POLE POWER POLE Mule tape(1800#) that will be continuous in each PVC and/or 7=1,535 34 TRANSFORMERS BY OTHERS 1 inch = 30 feet 1 / X-5.41 65 �� E Scale: I t subduct from MH to MH. ,ET Seal PVC at end of stub out that are vacant. PVC must be bedded in sand and surrounded with 6 inches of sand. PROPOSED TRANSFORMERS Follow embedment details for pavement section. , BY OTHERS Verizon request that no Verizon personal and/or persons authorized to represent Verizon be required to work weekends or Holidays. J .Verizon also €i requests a work schedule be q provided a minimum of two r: ;\ I \ \ \\ \ \\ \ \ \\ \,\ •\ \ \ \ \\ , \ \ \ \ \ \ \ \ \ \ \ \, \ CONNECT PROP SED working days prior to the start of construction. \ \ \ \ \ \ CONNECT R SED \ \ \ \ \ \ \ \ \ \ \. \ \ \ \ \.\, \ \ \ \ \ � \ \ � \ \ \ \ \ � \., \ \ \. \ \ 'EXIST NG L�EIF. ` S TO TEMPORARY[L N S C _ \ \ \ \. \ \ \ \ \ \ Verizon and Suddenlink require that their Inspector check all conduit ONNECT PROPOSED 2 2 \. \ \ \ \ \ \ \ \ \ \ \ \EXISTING Ll�V S.` ...._ TO EXISTIN : ; l: ES---\-- r- \ \ .:.. c O SUDDENLINK CONDUIT AND \ \. \ - -� installation - prior to backfilling of trench: �--------•:. .-....,� - iii ....._..... ss \ `,\ \ \ \ \ \ `\ ,` \ \ \ \.----n-•-�x.....---. x^A'---'"-^"y�....-ts`^^° ..:. N^--'--`--•---•,'•`---"---.x-"'---v,----u >fi.-.....-t-`y-'rte---`j 3-4" VERIZON CONDUIT TO \. \ \. \ . \ \ \ \ . a _ �.._� <. �_ _ EXISTIN OWER ; \ \. \ \ \ \ \: _ -ilf� \ _ I p \ \ \ .EXISTING, ROLE LINE\\ \\ \ \ \. \ \ \ \ `\ ` \ \ POWER ._...POLE EXISTING POWER POLE \ \ \ \ \ \. \ ` , \ \ \ \ \ \ \ \ \ \ \ TO BE REMOVED BY \ \ \ \ \ \ \ \ \\ \ \ \ \ OTHERS \ .\ \\ \\ \ \ \\ \ \ \ \ \ \\ \ \\ POLE \ \ } ' f4 1 \ \ \ \ \ \ \ PROPOSED PARKING \ \\ \ \ \\ \ \ \ FINISH CTV-PHONE 3 \ \ \ \ \ \ \ \ \ \ GARAGE GRADE y, y y y y y v A v v v v vv v v \ y y yy y.'v.y y y y yv y y v y y v v y yv y y y EXISTING BUILDING ,: , I, v v y.v y v v v y y v..v � v yy y yy ,y y v v y ` v � v v� y `y `v v v ` I -•--.' NOTES: ,.,..... LOCATION OF SUDDENLINK AND VERIZON LINES 0z, I) MUST BE AT X,Y COORDINATES AS SHOWN ON \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ m \/ \/\\ PROPOSED`, TRANSFORMERS THESE PLANS. CONTRACT \ \ \ \ \ OR IS RESPONSIBLE FOR \.' \ ,\ \,. `\ `.\ \ \\ \\ \\ \\ \\. CONSTRUCTION \\ \\ \\ \ \ BY oTHERs N STAKING FROM THESE PLANS \\/ 6» 3/4 /P c ........ _ALL LINES TO HAVE PULL STRINGS IN EACH .............. .._ __ �/ ` €"'_ PRON OPOSED PULL VAULT �I /\ CONDUIT "�--""" •.._..... 2-2" PVC CONDUIT ...... ......._ _., ............... ....._ t _ _ _......_..._.,... I - - II , VERIZON ✓~ _: . _. SUDDENLINK \ „� . _.............-- .....- PROPERTY LINE - _ - _.._..._.._ . _ h' ., Y,X COORDINATE - _.__...: MARKER :.:. ............ -..-..-.-,.,PROPOSED f .,....... TANS ORMERS R.O.W. VARIES"" BY OTHERS y ........T ...... I I { TRENCH DETAIL TYP. FOR CTV/PHONE CONDUIT N.T.S.