Loading...
HomeMy WebLinkAboutBAYSHORE DRIVE WATER AND SANITARY SEWER LINE REPLACEMENTI 411 i I i 1 i W W U d LL.I Z Z N G �/ LL Ld N a w 0 0 Z Z Z • , a m � W 0 LL 1- 0LLJ 0 El o0So- �Cnd O 0 w .U)W.. O � fC-4 co • r Ron A111k Alk Cedar Boyou Pork Boy Forest Golf Course OJECT LOCATION] GALVESTON BAY LOCATION MAP SCALE = 1" = 1500' FREESE & NICHOLS ENGINEERS • ENVIRONMENTAL SCIENTISTS • ARCHITECTS FREESE • NICHOLS 2010 BROADWAY PEARLAND, TEXAS 77581-5502 281-485-2404 FAX 281-485-4322 BID NO. 05024 SHEET INDEX SHEET SHEET TITLE NO. 1 Cover Sheet 2 PROJECT LAYOUT & GENERAL NOTES 3-7 PLAN & PROFILE SHEETS 8 WATER DETAILS 9 STORM WATER POLLUTION PREVENTION PLAN & DETAILS 10-11 TRENCH SAFETY MAYOR Alton Porter COUNCIL District 1: Michael Mosteit District 5: Louis Rigby RECORD DRAW1 District 2: Chuck Engelken District 6: Mike Clausen District 3: Howard Ebow At Large Position "A": Peter Griffiths District 4: Tommy Moser At Large Position "B": Barry Beasley "gam •' FI'�s ,'+ CITY MANAGER Debra Feazelle APPROVED BY: DATE: Steve Gillett Director of Public Works IFILZ " 43233 If ��F • wSTEK`: •�? S e seol appearing on this document was authorized by HASSAN MOGHADDAM P.E. 43233, on ! � a y'_ 2005-6703 FN I JOB NO. 04— 346 SHEET 3 1 8 z Ld z Z ' 0 0 8 r Z LLI LLJ Wry ZLLT 1- W a cf) Z 3: oj0 � z 06 F m �0o L3 j.0 ¢ 00 iCC Wg� LLI a �OVQ ipmujM o> O`- '... m N d N PROP. 8" PVC WATERLINE Uj d- 00 PROP. 4" PVC f__: F .. DESIGN STA. 0+00 N 3060,3904 R.O.W.BEGIN BASELINE "A" _ (n Lv)EXIST. - - - 1 E 5001.2246 i..__) W W - _. 2+00 _ _:. W __..... 3+00 W _: W 4+ooDESIGN'�B iiiNt A" 5+00 W 0 00 1+00EXIST. 6" W.L. L. - - EXIST. 6 F.M. � UT G" -- - G G '� ui r. C BAYSHO E ORLVE �> EXIST. 2" IP STL. GAS LINE EXIST 8 SS TRAV_ _ .-- --- _._ __EXIST-ASPHALT_PVMT....__ _ m TRAY. #204 "t Lo N 3455 98: E 5000.00 N F- —I N 3139.8422 W E 5000.00 Nw En w wQN w PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING W O Q O v; v, O Q r V) > _J Q w � - c -' __, ti W w W Z oa n+00 J _ - � � J O rn w ( W 0' PROP. 4" PVC W > n WATERLINE Q EXIST. R.O.W. `' W d 1..; __._♦ i .. vv 12+00 13+00 14+00" () TRAV. #4 N 4194.40 Q E 5000.00 ►_ GENERAL CONSTRUCTION NOTES: 1) NOTIFY UTILITY COMPANIES 3 DAYS PRIOR TO BEGINNING CONSTRUCTION IN VICINITY OF THEIR UNDERGROUND AND OVERHEAD UTILITIES. TELEPHONE NUMBERS ARE SHOWN BELOW: CENTERPOINT ENERGY/ENTEX 713-654-5100 CENTERPOINT ENERGY/RELIANT 713-943-8369 SOUTHWESTERN BELL TELEPHONE 713-861-9784 TEXAS ONE CALL 1-800-245-4545 2) VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, INCLUDING WATER, GRAVITY SEWER, AND FORCE MAIN LINES, ARE APPROXIMATE. CONTRACTOR TO LOCATE AND PROTECT AND REPAIR AT HIS EXPENSE ANY UTILITIES AND SERVICE LINES DAMAGED BY HIS CREWS OR THOSE OF SUBCONTRACTORS. CONTRACTOR w SHALL SHORE ALL POLES WHICH IN OPINION OF UTILITY COMPANY REQUIRE 0 SHORING. COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST. 0 Nt m 3) CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING IN AREAS WHERE oTHERE ARE EXISTING UTILITIES. NOTIFY OWNER/ENGINEER IMMEDIATELY UPON ENCOUNTERING UTILITIES NOT SHOWN ON o DRAWINGS. - z o ~ 4) CONTRACTOR TO PLAN AND PERFORM ALL WORK TO ALLOW FOR SAFE r, F TRAFFIC AT ALL TIMES DURING CONSTRUCTION, PROVIDE AND N-1 MAINTAIN ALL NECESSARY SIGNS, FLASHERS, BARRICADES AND o m FLAGMEN AS PER TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC 000� TRANSPORTATION IN CONFORMANCE WITH PART VI OF THE "TEXAS JN j MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D. MOST RECENT EDITION) DURING CONSTRUCTION. COST FOR THIS WORK �v~iz TO BE INCLUDED IN LUMP SUM PRICE OF TRAFFIC CONTROL. o�-v 3 a ° 5) ALL WORK SHALL BE CONDUCTED WITHIN THE RIGHT-OF-WAY AND/OR '0 - EASEMENTS SHOWN UNLESS OTHERWISE APPROVED BY THE OWNER o AND/OR ENGINEER. 0vl% 6) CONTRACTOR IS RESPONSIBLE FOR STAKING AND LAYOUT OF THE WORK maw IN ACCORDANCE WITH THE PLANS AND FURNISHED CONTROL POINTS. 5 N mom 7) EXISTING PROPERTY CORNERS NOT TO BE DISTURBED. THOSE REMOVED (no/ L Qu) DURING CONSTRUCTION SHALL BE RESET UNDER THE SUPERVISION OF A I do ..m REGISTERED SURVEYOR AT NO COST TO OWNER. °a I w¢ I- 8) EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF PROMPTLY. CITY HAS /. THE OPTION OF TAKING ANY SALVAGED MATERIAL AS DEEMED NECESSARY. -5Z L a Ki 9) CONTRACTOR SHALL TAKE CARE WHEN WORKING WITHIN PERMANENT AND N 12 N WORKING EASEMENTS. ALL DAMAGED PLANTS, TREES, SHRUBBERY, FENCE " ? AND STRUCTURES WHICH ARE TO REMAIN SHALL BE REPAIRED OR �m REPLACED WITH EQUAL OR BETTER ITEM. ANY LANDSCAPE AREA DAMAGES Tii SHALL BE REPLACED TO EQUAL OR BETTER CONDITION. ,vl J m j U- COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST. MZ(ow -IOW cq Q NW W aOamX 0 utwi M PROP. 4" PVC 00 WATERLINE X W N X W PROP. 8" SAN. SWR. — NI (HDP) BY PIPE BURSTING PROP. 4" PVC Vi ` WATERLINE � N 00 �X W F- X s+oo W W - +oD vi EXIST. R,O.W. in v PROP. 4" PVC W 1-: WATERLINE in ri w ri 01 SHEET 6 W 3: vi PROP. 4" PVC Q WATERLINE 00 ~ CO i W� ,- PROP. 8" PVC x ry X WATERLINE w __ - IMF V� TRAV. #200 --) PROP. 4" PVC h N 3874.66 WATERLINE v' E 5000.00 EXIST. 1" W.L. PROP. 4 PVC WATERLINE PROP. 8" PVC WATERLINE �I 1~ v) LO X' X W w vi vi 00 X w — i W 15+00 - W 16+00 -W N -W 17+00DESICN H4SELINE A"le+aa 1�+Do a. V s - - (OPEN CUT) J --._#_.. TRAV. 201>I_..__ PROP. 4 PVC �Q __.___ TRAY. #1 vi j N 4571.84 EXIST. R.O.W. E 5000.0o WATERLINE N 5000.00 ui __ 3: - U E 5000.00 c PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING v v In X X W X LU N X : W W 10) ALL BEDDING AND BACKFILL SHALL BE PER DETAIL SHOWN IN THESE PLANS. 11) WORK ON ITEMS NOT SPECIFICALLY CALLED OUT IN BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL PROJECT COST. 12) WORKING AREAS SHALL BE ONLY THOSE AREAS DESIGNATED BY OWNER. ANY ACTIVITY BEYOND THESE PREMISES IS STRICTLY PROHIBITED. INGRESS AND EGRESS OF MEN AND EQUIPMENT SHALL BE THROUGH APPROVED EASEMENTS ONLY. CONTRACTOR TO COORDINATE WTH OWNER PRIOR TO CONSTRUCTION. 13) CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND DISPOSAL OF THE EXISTING AND PROPOSED EXCAVATED MATERIAL AT HIS OWN EXPENSE UNLESS OTHERWISE DIRECTED BY THE ENGINEER TO DELIVER TO A LOCATION WITHIN ONE MILE RADIUS FREE OF CHARGE 14) NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON -WORKING HOURS. ALL EXCAVATION OVER 2 FEET IN DEPTH SHALL BE PROTECTED BY BRIGHT ORANGE SAFETY FENCING, 15) CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE AT 281-471-9650 24 HOURS PRIOR TO ANY UTILITY COORDINATION REQUIRED. 16) ALL SIGNS REMOVED SHALL BE RESET UNLESS OTHERWISE NOTED. ANY SIGN DAMAGED SHALL BE REPLACED WITH NEW SIGN AT NO COST TO OWNER. 17) ALL DAMAGE TO ROADWAYS AND DRIVEWAYS SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER. COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST. 18) ALL SAW CUTTING, REMOVING, AND REPLACEMENT OF PAVEMENTS FOR INSERTION PITS, TIE-INS, SERVICE LINE CONNECTIONS, SHALL BE INCLUDED IN UNIT PRICE OF PIPES, AND OTHER RELATED ITEMS. 19) ALL GRASS AREAS DISTURBED BY CONSTRUCTION SHALL BE BLOCK SODDED. ALL OTHER AREAS SHALL BE HYDRO -MULCHED.. COST SHALL BE INCLUDED IN LUMP SUM PRICE OF SITE RESTORATION. 20) CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY REGULATION OF HARRIS COUNTY TEXAS FOR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING CONSTRUCTION. 21) CONTRACTOR IN THE NAME OF THE OWNER SHALL OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHT OF WAY. GENERAL UTILITY NOTES: 1) CALL (713) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. 2} LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES WHETHER UNDERGROUND, ABOVE GROUND OR OVERHEAD. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL HL&P AT (713) 228-7400. 3) CONTRATOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. (713) 223-4567 (UCC HOUSTON) 1-800-869-8344 (UCC OUTSIDE HOUSTON) 1-800-215-4545 (TEXAS ONE -CALL SYSTEM) 1-800-344-8377 (TEXAS EXCAVATION SAFETY SYSTEM) 4) TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD THROUGHOUT THE PROPOSED PROJECT AREA. CONTRACTOR SHALL CONTACT "DIG-TESS" AT 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION FOR LOCATION AND MARKING OF THESE UTILITIES. 5) LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 713-223-4567 OR 1-800-669-8344 A MIN- IMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES LOCATED. 0) WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL 713-967-8037 (7:00 AM TO 4:30 PM) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. 0) WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. E 10 z _-- J H SHEET 7 v 41 I 0 50' 100' 200' SCALE IN FEET W Q PROP. 6" PVC Lv PROP. 4" PVC WATERLINE >O WATERLINE v, w 0 EXIST. 3" W.L. — 71 — 1 -00 2i+00 22+OU 23+OD -_G__.. G G G — -.._G__._____-. BAYSHORE DRIVE _.-..__._.. .._.__.. EXIST.-- ASPHALT PVMT �— PROP. 4" PVC WATERLINE DESIGN BASELINE "A", STA. 23+00 N 5360.39 E 5001.08 6) OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE. YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED CALL HL&P AT 713-207-7777. 7) THE LOCATIONS OF SOUTHWESTERN BELL TELEPHONE (SWBT) COMPANY FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION PRIOR TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 0) THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROOUND LINES FIELD LOCATED. b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF SOUTHWESTERN BELL TELEPHONE FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SOUTHWESTERN BELL TELEPHONE FACILITIES. C) WHEN SOUTHWESTERN BELL TELEPHONE FACILITIES ARE EXPOSED, THE CONTRACTOR SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. RECORD DRAWINGS- 2005-6703 O jc N o N v sm N O z as�fo A M c 03 1 wwl0 0,-� W mF N� SIW� aci o�c {16o f= x 6 N o_ n. 4°. ry W wW o7 W z J>— W to � Q wQW I- �~Q Q _I 0 0 F-Cnr- � W �Q 0 Q W<z m � 0 E. W Q m m 3 -o O d M m 0- o p O 8 a w ¢ w = 1 ti o O D: U 0- w 1 a z a 0 J C) 4 U m m oa c p�0 C 0)N 0 c ,., O fN L :3 U 0-0 c - c o alp - c- � 0 0, u1cN 3 m-o.t J v w cn } N 4 uj >o SHEET PLO SEQ. 2 OF 11 Lu m mo m z � Dz ED Z m z _ 12, go + LLJ u') w 0 z C) C) Ld + 06 C) z z LL Z) 0 0 m 0 LL cif o 0 co) Er 0� w OrL IL 0e5 < CL LO C/) z CD N m M ce) m w w [If m w w ww w W w w J 0 0. CC O x 0 m < w w 0� P! Of El: 0- w af a- ui EL 0- BEGIN DESIGN BASELINE "A" N 3060.3904 E 5001.2246 z —1 `G 3; W G :2 P: EXIST > z LLJ LL V) > < < x Lli ui < Ld I x 0 m REMOVE EXIST. F.H. & VALVE & PLUG LINE STA. 1+90 1-8"X8"X6" TEE (M.J.) 1-6" G.V. W/ BOX (M.J.) 1 -FIRE HYDRANT 1-8" G.V. W/ BOX (M.J.) STA. 1+85 1-8" 90- BEND (LR) (M.J.) EXIST. R.O.W. —TL— . GASGL—INE STA. 0+83 1-TIE-IN EXIST. SERVICE LINE (W) LOCATION TO BE FIELD VERIFIED A W­ REMOVE & REPLACE EXIST�.4" W.L.-- EXIST. 6" WATERLINE TO REMAIN 2+w G — STA. G 1+85 G 1-8"-90' BEND (LR) (M.J 1-8"X6" RED. (M.J.) 1-TIF-IN TO EXIST. 6" W.L. EXIST. I- R.O.W. PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING G z x 0 < rn m > < z < < c, 0 < < tilA. 2+Ub 1-8"X4" CROSS (M.J.) 2-22 1/2* 4" BEND (M.J.) 2-90- .4" (M.J.) 2-4" G.V. W/ BOX (M.J.) 1-TIE-IN TO EXIST. 4"-W.L. LOCATION TO BE FIELD VERIFIED CENTER ONE JOINT OVER PROP. 112 LF-UNCASED BORE EXIST. SAN. SWR. LINE PROP. 8" WATERLINE 0 —PROP. 28 LF-UNCASED BORE IT- FLOW LINE!----,, i­l­ [71 A- - ----------- -------- W W W� W—W W STA. 2+20 7 3+00 REMOVE EXIST. G.V. W/ BOX] DESIGN BASEtINE 'A BAYSHORE DRI\ 11=TIE-IN TO EXIST. W. L. _j EXIST. ASPHALT PVIVIT W x w > W Ekf � .0 0—m < z 0_0 X z 0 < 0 0 0 cr 0 0 a - Li Lu z _j Lu U >F_ :2 L'i U) m > V) r) < _j Lli V) < Lj LL_ U) 0 < x uj z 0 rn W W TW—w— _j EXIS. 6" WATER LINE ------ �/ 4+00 (TO BE PLUGGED & ABANDONED) G — G G G G ROP. 10" SAN. SWR. (HDP) EXIST. 8" SAN. SWR.�. BY PIPE BURSTING TRAY. #2 z N 3455.98 E 5000.00 tD EXIST. MH TO REMAIN STA. 2+84 _j (TYP.) 1—TIE—IN EXIST. x SERVICE LINE (E) LOCATION TO BE FIELD VERIFIED wZ < G G PROP. 10 SAN. SWR. (HDP BY PIPE BURSTING 0011110'� 0 101 20' 401 pmmmmmm6;;;;;pmmmmmmmmwmq SCALE IN FEET ----­-------- --- ------- — 16 114 ---- — ----------- 14 12 EDGE OF AS ----- ---------- HALT f ---- -- - ----- ---- ------ 12 LT DITCH FLOW LINE LT R.O.W. f 10 PROP. WATERLINE 8" WATERL 6" 8" LEAD VALVE 0 PROP 11 LF-8" PVC LLI 0 U > , jlXl' GRATE It LET 10 18 EXIST. 6" SAN. SWR._ EXIST. 6" WATERLINE 1 v PRO'. 4" WATERLINE WATERLINE BORE HOLE IN UNCASE-D 0 ................ ..... .... PROP. 8- PVWATERLINE C 8 8"X6" REDUCER— '1' CL* 1' CL. 7' 16 1___,____EX�ST. EXIST. 6"IF.M. 7 WATERLINE 6' WATErLl __��TAI_6�3o i 3.4' IRT EXIST._S 8" Al' . SWR _IE—XIST. lEXIST. 6" SAN. SWR.— SWR. 6 SAN' SWR.j 7�01 MH #13b9 EXIST. 8" SAN. SWR.---/ + i EXIST, FL \_�ROP. 184 lLF- 10 S N. SWR. H)P STA. 2+14, 4.71 r RT PROP r 8" PVC V /AT ERLINE I It (MATCH 1 8" CLAY C EXITING PIPE B Y SLO�'E) IPE BURST NG EX FL PROP. 21 JIN UNCA LF -8" PVC ED BORE IfIOLE WATERL11 4E7pROP. IN 28 8" CLAYPE -10" SAN. BY PIPE SWR. HyFJ BURSTING 4 ST. SAN. SWR. 6.28 MH #135� ATCH EXIS� 11' ��-7S-L—op 1 12 1 1 j- - 2005-6703 0+00 1+00 2+00 3+00 4+00 5+00 CN to *It Ell 0 Z o I co 11-0 1100 , *1 C 3: rt Wt 0 _ m - 00, O 0 0 x 0 � 0 (46 N (L a- W W Ld V) Li 7r > >_ L.Li Ln ry LLJ ry => x Ld _3Q LL- Ljj F_ I Wa- 0—u of 7:7 < LLJ F_ Of 0 -d < _j 0 Ld ry V) C) m zLd ry —i Lli F_ 3: M M -0 cn o z an CL 0 -_j I , Z 0 z c V) zrn) W Q. = < 0 Z —00 Q) 0.c_ a u C Q En 0c, 0 V) L), o-0 c0 0 cn 0 51 C z 1 1 1 1 1 w SHEET PP-1 SEQ. 3 OF 11 w z CLu G a � i 14pz _Z a o a 0 JA 8 Uo 5 d O m z Lij Z N Yl VV clL 0 OO x i Cn� z 06 z tr Q C� ',.......... J �� o p lL CL M CL a O _od d U) Z v f '. '.. N CD d tt X W O m > ¢ > J W ¢ a J > > w 3 O j 3 a STA. 5+84 0 1-8"X4" CROSS (M.J.) ,,, z 1-TIE-IN TO EXIST. 1" W.L. W LOCATION TO BE FIELD VERIFIED a 2-22 1/2' 4" BEND (M.J.) 1-8" G V W/ BOX (M J) CENTER ONE JOINT OVER EXIST. SAN. SWR. LINE U STA. 5+70 v O 1-8" G.V. W/ BOX (M.J.) °` PROP. 24 LF-UNCASED Lo BORE GRAVEL ,,.• —_T_OP OF BANK___i_ W z CONC. e' ---_ t-- J W W W EXIST. 2" WATERLINE TO BE---., = 0 PLUGGED & ABANDONED C) PROP. 41 LF-4" WATERLINES IN UNCASED BORE______________.____._ F- G G- G EXIST. MH TO REAMIN —� (TYP.) Ln Z Q STA. 5+06 tO 1-TIE-IN EXIST. SERVICE LINE (E) W LOCATION TO BE FIELD VERIFIED J O G G G PROP. 1" POLY SERVICE LINE BORED UNDER ROAD (TYP.) (LOCATION TO BE FIELD VERIFIED) I STA. 6+48 1-TIE-IN EXIST. SERVICE LINE (E) LOCATION TO BE FIELD VERIFIED I z Q 0 10' 20' 40' SCALE IN FEET w w w w w w w w w w W W W W W U V U U U a a a v v v STA. 7+09 PROP. 4" PVC WATERLINE 1-8"X8"X6" TEE (M.J.) 1-6" G.V. W/ BOX (M.J.) 1 -FIRE HYDRANT PROP. 42 LF-UNCASED BORE PROP. 47 LF-UNCASED BORE 10 1- Q W r z O 0 = F o _ W Of VI w a W 0: v _ PROP. 8" PVC WATERLINE PROP. 40 LF-UNCASED BORE LIJ :2i REMOVE EXIST. F.H. & a- Q VALVE & PLUG LINE ~ a cn LLJ a 0:� F_: 10' _ l I I x J O j>J W W W J _1 J � � � _ W S W Vi In W IL >>>~ '- m m m 1" m m m O w w w p p r r J O EL 3 3 3 < STA. 9+24 w 1-8"X4" CROSS (M.J.) 2-4" G.V. W/ BOX (M.J.) w 1-4"X2" REDUCER (M.J.) a � STA. 7+74 2-8" G.V. W/ BOX M.J.) ( 1-TIE-IN TO EXIST. 2" W.L. 00 2-22 1 /2' 8" BEND (M.J.) LOCATION TO BE FIELD VERIFIED 1-8"X8"X8" TEE (M.J.) 2-22 1 2' 4" BEND M.J. X 1-TIE-IN TO EXIST. 8" W.L. ui3: LOCATION TO BE FIELD VERIFIED PROP. 4" PVC WATERLINE - PROP. 8" PVC WATERLINE PROP. A 20 LF-UNCASED BORE —I GRAVEL GRASSY, I *_ CONC. r CONC. ,; :EC. i CON - FLOW LINE , cry a/ 1 ( _ a 1 --- ASPH. O ---- - - ASPH. W-�W, W W W W W b W W W W W— EXIST. 6' WATERLINE EXIST. 8" WATERLINE TO BE 6+00 (TO BE PLUGGED & ABANDONED) 7+00 PLUGGED & ABANDONED DES/G'N BASEL/NE q" 8+00 BAYSHORE DRIVE 9+Oo PROP. 4' PVC W. L. STA. 6+14 1 -TIE-IN EXIST. SERVICE LINE (E) z LOCATION TO BE FIELD VERIFIED w -< STA. 5+84 EXIST. ASPH. PVMT G G G G G G— i TRAV. #200 EXIST. 8" SAN, SWR. N 3874-66 E 5000.00 i EXIST. R.O.W.—f PROP. 10" SAN. SWR. (HDP) PROP. 4" PVC WATERLINE STA. 9+24 1-TIE-IN TO EXIST. 1" W.L. 1 1! Ike .... r. ...-...... .. j O Of m >af a Ir w 1' Y Y O 00 3 a 1- J a N w z co J ui z w a Q `" co N F-- rn X X w w CENTER ONE JOINT OVER EXIST. SAN. SWR. LINE O O PROP. REMOVE TREE EXIST. R.O.W. O TOP OF BANK FLOW V) LINE E- -- Lv --- - W W W Z PROP. 41 LF-4" WATERLINE J IN UNCASED BORE 0 = H �i � G E G (L EXIST. 1" WATERLINE TO 8E PLUGGED & ABANDONED V) w z -J Of w Q �I J a in O N U)a I) d N Z N N m 1 r1 no o n 'o a � Anco I a o a w—co W m H0 54 � m ww,, O i 1"wW W C W O O C x ° x ON ww .co {6Naaw W W V LIJ i >-W Q ® J Q �JJ Lai 0 _ aZJ Q LiW o O Jd = Q W Q � azn' Qz m r� w Q mm I©® u. n s a w I a d O Z J J > w U } m — O 00 C ptiC O C O C (1)N O C _,., O (n L 7 U'c O -"Oo' - C O O` ' C— N O a)O,c N O fN 3 oay m-v:;-- w- U w (n to } d' Z > O SHEET PP-2 SEQ. 4 OF 11 , cc w Lu z Z N m a w i z z' z . • a ! zom m j �sI Q m ¢¢i a Q g+ Q Lo 0-� o w uj O - moo w° a w 06 z cr Q . m _c/) Ld LL J 0LL� ow c')xx wL 3 Dam to 7- Z ✓ th� o� Nmain W w w Ww Ww ww W w w z W w w ww ww ww w W W C� -� z Ln V) J(n J% w 'V) o:a: m¢ N o Q > > O O J O J o: O Lf)0 O O r ,- r- t-r rl- F-r- f•- r r- n. o L>_ m m a m > a :- O m m o (I. m / 3 3 3 3 3 33 33 3 3 3 Ll: r W 7/ 0 0 0 0 0 00 00 O O 0 x 0 w w x 00 J J J J J JJ JJ J J J F J J J J JJJJJJJJ Fa w Q J oQ Q QaQ QQ QQ Q Q Q STA. 14+85 '-- f•- ~ ~~ F-f- r-f- - ~ f- "- rn 3 3 a 1-8"X8"X4" TEE (M.J.) a 1-4"X2" REDUCER (M.J.) 1-4" G.V. W/ BOX (M.J.) Lu 2-45' 2" BEND N.J.) z PROP. 42 LF-UNCASED BORE PROP. 4" PVC WATERLINE 1-TIE-IN TO EXIST. WATERLINE � , CENTER ONE JOINT OVER Lz LOCATION TO BE FIELD VERIFIED w 0 10 20 40 CENTER ONE JOINT OVER � EXIST. SAN. SWR. LINE STA. 12+81 Q EXIST. SAN. SWR. LINE `� W 1-8"X4" CROSS (M.J.) W SCALE IN FEET bj z STA. 1 1 +36 z 2-4" G.V. W/ BOX (M.J.) �N Q° 1-8"X8"X6" TEE (M.J.) a 1-8" G.V. W/ BOX (M.J.) Q a 1-6" G.V. W/ BOX (M.J.) n Q a 1—TIE—IN TO EXIST. 4" W.L. PROP. 43 LF—UNCASED BORE Z x 1—FIRE HYDRANT °o �' Z z Ld X PROP. 8" PVC WATERLINE Q a- F LOCATION TO BE FIELD VERIFIED O o a Ln t 2-22 1/2' 4 BEND (M.J.) �= O A 0 In _I REMOVE EXIST. F.H. & x PROP. REMOVE TREES ?- x 10 VALVE & PLUG LINE X BUSH W a 10' + (/) TYP. - w .: -- - - -- TYP. _ EXIST R O W Lr_ li _ - USH . w -- r FLOW LINE - - e --- c FLOW LINE ~ to rn �: 1 T FIRE HYDRANT W ' =- — W W - - __ - - o ..__ -- - - n _..: __ - _ _ ._.. _--- - W W W W _ .<_ _::-:._ _ h . _ --��4 W W W W W � W W W 1-6 G.V. W BOX M.J. ,. ., ., 1-8 X8 X6 TEE (M IN 11+00 G G i EXIST. MH TO REAMIN - (TYP.) STA. 10+06 1-TIE-IN EXIST. SERVICE LINE (E) LOCATION TO BE FIELD VERIFIED TOP OF BANK TOP OF BANK EXIST. 6" WATERLINE TOP OF BANK J BAYSNORE DRIVE 12+00 DESIGN BASEL/NE A" 1a+00 (TO BE PLUGGED & ABANDONED) 14+00 EXIST. 2" WATERLINE TO BE 15 EXIST. ASPH. PVMT PLUGGED &ABANDONED 2 __..._._..___. .__._ _.-___ --____- . -_ _ __._.___.. .. ____.____.. _-.._._.. ... _ _-_.--------- ______ -____. __- _.--.-' _ __.____ _ - _-_-___.__ .._.___-- - __--_- .. CU _ _. I- - ll G G GEXIST- 2" IP STL- GAS LINE G EXIST. 8" SAN. SWR. �— TRAV. it P 5000 N .40 �-- PROP. 41 LF-4" WATERLINE E 5000-0o IN UNCASED BORE EXIST. R.O.W. EXIST. 4" WATERLINE TO BE PROP. 4" PVC WATERLINE PLUGGED & ABANDONED 3: w Ln z z STA. 12+79 a 1-TIE-IN TO EXIST. 4" W.L. cn J � LOCATION TO BE FIELD VERIFIED 0 00 z �l 2-22 1/2' 4" BEND (M.J.) En x 1- w co X w 10" SAN. SWR. (HDP) BY PIPE BURSTING 1 16 ------ - f ! -- ---- - --- --._— ----- 16 I 14 I I I �_ ---- - -- ------ — EDGE OF ----� ASPHALT 1 i I — — ---- I } F } -- -- -_-- �— -- ---- I 1 14 12 � 1 LT R.O.N_ LT DITCH FLOW LINE l i -- TPROP. 8 4 WATERLINE VALVE ' PROP8" PVC WATE�RLINE I o i PROP IN UNCASED i I 43 LF-8 BORE PVC WATERLINE HOLE I $ PROP. IN 42 LF-8" PVC WATERLINE UNCASED 30RE HOLE I 4" TE I - I H - - - -1 I I 8._".. I SWR . l _ !{ 6 ---- -- ----i -SRN-SW EXtST_8,'IEXISTR.' —W-R EXIST - 'I R. --- I I EXIST. 8" SWR.1 6,LEAD EXIST- 15 -- I SAN- � ! ;� I `6„— LEAD I I ! 4 { PROP IN 8" _ I ! i I POP. I I I RT MH 1312 I PROP. 22 IN 8" CLAW (MATCH E LF-1 0" �AN. PIPE BY (PIPE ISTING SL�PE) SWR. BURSTING HDP t} } ! 182 8" CLAY F-10 SA�1. tPIPE BY PPE SWR. H P BURSTI�G I I STA. EXIST.SAN. = 12+71, 9.6' SWR. 4.60 • 89 LF-1 Q SAN. SWR. CLAY PIPE BY PIPE HDP I BURSTING i I 12 (MATH EXISTING SLOPE) STA110+89, 8„5AN- 8.5' SAN. SWR.H1800 SWR. =f (MATCH AT 431.EXIST EXISTING SLOPE-) i i 2005-6703 _.._.__2 � 15' SANSWR r4 65 : 10+00 1 1 +00 12+00 13+00 14+00 15+00 LL Lu Ld V W Z > >- W to of w Q ® � W LIJ ~ ~ _ W ow Q o O V� = Q (Wy ry Q co i— J n_ Q m z J W Q 3 � c G m m M \ = L'- n z O O... ~ \ M mo d 0 O Z o .- Z a a W� W w' J w O O O D U a a a w I Z a 0 J J U m 00 c •p,c L V 0•- a U c N m o c , O L11 _c :3 Gov co Lu.� - c— � o .� rn 0 � N m-0:�' w •- U cn O L Lnui } La_ ui Z ; Q SHEET PP-3 SEQ. 5 OF 11 W Z N m M z 0 w =i z z Z �w a o a O � r Z i LL! U o I 0) a o wp �E- z g� ! >o o _ CD L0 2 z 06 Z�' '... U) W m � w � J 0 QU- OW o w a6 MxCL� O uS N Z a C } CD Cm o r Z W ui Up gZ z W a W0 U` 2N � ~ C) a m = m U) � z 06 `- z • a m w J 0 0 ¢¢ El LL pow Lij 0 M0a0- 9 O Yi}Zd .. 5 Q w W Z N m am' x� z� • a _> .�2 ¢¢: EC-1 c m a w x2m 06 Z ct5 Gi z W J • a m ',..,,. o W Of 0o 0UJ W a.¢m z �OOfa Lh = O Q r Nm�O\0 N 0 O 1- 0 Q J 0 ow w o ..m INS J / law a�z m >oIQ- �jN/ Z) J J Z ;� -0 c o::i o ^�¢ n o0N f—Zcn —M r N v5W j mu- w -/nw N uj tM ' � ¢a 0O Lj w ro' Q Q u� 04 Y A 0-1 BEND HAND TAMP SELECT BACKFILL OR GRANULAR MATERIAL 45° m 24" MIN-12" & LARGER PIPE 18" MIN-10" & SMALLER BENDS & TEE 18" MIN < d C(SQ.) PLUG S I 90' BEND 45' BEND 22W BEND TEES PLUGS Z E A B A B A B A I B C D 10" 9" 10" 6" 8" 10" 12" 10" 21" 13" 12" 13" 8" 10" 13" 16" 12" 29" 17" 14" 17" 10" 13" 16" 20" 14" 36" 10"26" 21" 16" 21" 11" 16" 18" 24" 16" 41" 24" 19" 24" 12" 20" 22" 27" 18" 48" 27" 21" 27" 12" 24" 24" 30" 20" 54" 40" 1 30" 40" 20" 30" 36" 48" 1 36" 72" THRUST BLOCKS SHALL BE CAST IN PLACE AGAINST UNDISTURBED EARTH WALL. PLACE 15 lb. FELT BETWEEN CONCRETE BLOCKING AND PIPE/FITTING TO AVOID BONDING. THRUST BLOCKING DETAIL BELL/FLANGE CONNECTK (TYPICAL TRANSITION) (BOTH ENDS) INSU (BO7 NOTE: CONTRACTOR HAS OPTION OF USING SAME MATERIAL (IF APPROVED) AS EXISTING WATER LINE WITH PROPER FITTINGS FOR WATER LINE LOWERING. WATER LINE LOWERING DETAIL 1. ALL UNPAVED DRIVES TO BE BACK FILLED W/ 6" MIN. CRUSHED LIMESTONE BASE, FLUSH W/ EXIST. CONC. ASPHALT PVM'T. 2. ALL PAVED DRIVES AND ROADS TO BE BACK FILLED W/ 6" MIN. CRUSHED LIMESTONEBASE AND 2" HMAC TYPE "D", FLUSH W/ EXIST. CONC ASPHALT PVM'T. MIN. 8" D I MIN. 8" o ' 1 1/2 SK/TN CEMENT STABILIZED b ... FUTURE CONC. SAND BACKFILL PAVEMENT PIPE COMPACTED TO 957. 6" MAX. DENSITY @ 98• OPTIMUM MOISTURE Qk I BANK SAND 6" BANK SAND 1'-0" TYP. GRADED AREA PAVED AREA WATER PIPE BEDDING (N.T.S.) METAL COVER PER SPECIFIED VALVE BOX CONSTRUCTION JOINT � � (It6 ALL AROUND PAVEMENT NATURAL GROUND r CONCRETE COLLAR (SQUARE IN PAVEMENT ROUND IN LANDSCAPE) ADJUSTABLE C.I. VALVE BOX (SCREW TYPE) AS MFD. BY MUELLER CO.; DECATOUR, ILL. OR APPROVED EQUAL USE 15 lb. FELT TO AVOID BONDING BETWEEN GONG. BLOCKING & VALVE CONC. THRUST BLOCK m BEND y4 BARS L=VALVE LEN. W = VALVE O.D. + 12" (T�-) + 8 GATE VALVE BOX DETAIL MINIMUM 12" ALL AROUND GATE VALVE BOX TO BE BACKFILLED WITH CEMENT STABILIZED SAND. REINFORCED CONCRETE MIN. THICKNESS 6" 3/4" EXPANSION JOINT #4 @ 12" AROUND ALL SAW -CUT C/C. E.W. EDGES •.n -� 3 iv ON -SITE SOIL BACK- FILL TO BE PLACED IN 6" LAYERS & COMPACTED TO 95% MAX. DRY DENSITY CEMENT STABILIZED SANDJ r1 MIN. 1 1/2" TYPE "D" HOT -MIX ASPHATIC CONC. ASPHALT TOPPING (-- \- BASE BASE REPLACEMENT SHALL BE CRUSHED LIMESTONE MINIMUM 6". BANK SAND BACKFILL COMPACTED TO 95% MAX. DENSITY TYPICAL TRENCH SECTION IN PAVED AREA 1" SERVICE LINE (POLYETHYLENE PIPE) .r LOT LME LOT LINE — � WATER LINE L FIRE HYDRANT TYPICAL FIRE HYDRANT LOCATION METER BOX 3/4" CURB STOP 1" CORPORATION COCK MUELLER No. 15000 OR EQUAL TYPICAL SERVICE CONNECTION METER _�.. ON :D FIRE HYDRANT — SHALL BE PAINTED PER CITY COLOR CODE SEE VALVE BOX DETAIL THIS SHEET NATURAL GROUND BANK OF TRENCH r CONCRETE 5' VARIES 5' TYPICAL HIGHWAY CROSSING } .- w o 0 I �I LINE 7 CONCRETE �r�ri��6t • r �rr�rr�rr�rr�rr�rr� GRAVE r 3/4- STAINLESS STEEL FIRE HYDRANT ELEVATIPV WITH NUTS (2 EA.) ON EBBA IRON SERIES 2000 -�t.o. N 0 mm N �a Ln 0 Z I N N T� i =�na ww10 0 "00 y/m'to m W w c �000' iowI o 06Naa�.. W W V Lai �7 Lu L.J.- Q J < LIJ � ~ U Z LiLJJ J O O wV� LLJ OL Q = (n Q -3:p0� J Q Q LLI m z r J W Q g m CO It 0 M O 0 t- a Z z Ow w w w 3 0 RECORD DRAWINGS 0 0 0 m U t- NOTES: 1. INSTALL SERIES 2000 EBBA RESTRAINT DEVICES AT ALL MECHANICAL JOINTS. 2. WHERE RESTRAINED JOINTS FOR BURIED SERVICE ARE REQUIRED BY DRAWING PROVIDE EBBA IRON SERIES 2000 PV FOR FITTINGS AND SERIES 1500 FOR PIPE JOINTS. 3. PUSH-0 FITTINGS WILL NOT BE ALLOWED. 4. FOR ALL MECHANICAL JOINTS FITTINGS IN BURIED SERVICE, PROVIDE A POLYETHYLENE WRAP. ALTERNATIVELY, PROVIDE BOLTS AND NUTS MADE OF TYPE 304 STAINLESS STEEL. 3: w a a 00 Z J �> w U } m _ 0 0 c .a'v ai p c O c N U 0 c� o In c p -0 co c- o rn (n c N N 00 m-o-� J U w V) D z > SHEET 2005-6703 WTR DET SEQ. 8 OF 11 w LIB ca w:3 0 z z ED Ih 0 cc 0 0 z LLJ CL m w z oll CD 06 Z; z �El LJ 0 0 o 02 v) O 1� 0 O CEC =I C3 w en LLI X Ill 400 a- E3 < in z f� < ci to CL c') >1 r, -- Q � C'4 N m cl) D 00 CN _5 z 0 (n F- 0 0 F: :D m v) < (n 0 slaw u) 0 M v) q / M I OF- E �- (L L: _j m cn > C) / F- -jmz po V) rf) CN cnZ LLJ ji2 (n(r) CN -J (6uo Lol 10 ID CN and uj af rl Lo O CN u- 0 L'i < m O� a_ C) _j LjJ PROP. 8" PVC WATERLINE4 f< 0 EXIST. R.O.W. --- ---- ------ ---- ---- 'E7 .7—i - ----- ------ u. 7o w vv VY w 4+00 5+00 �—EXIST. R.O.W. 10" SAN. SWR. (HDP) BY PIPE BURSTING 0 cn ly L.1i LLJ > < Ld U) 0 Ll LL A F W YvBAYSHO�E* DR. 6-00 7+00 8+00 EXIST. ASPHALT PVMT i PROP. 4" PVC WATERLINE Ld EXIST. R.O.W.----,,,. T------------ -- 'w W — W vW. 13+00 BAYSHORE DR. 14+00 15+00 16+00 EXIST. ASPHALT PVMT 4 --- ------------ ------ ------ ------------- — -- -PROP. 4" PVC PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING WATERLINE I . I I LLJ PROP. 8" PVC WATERLINE vy 0. *C F� n 0 EXIST. R.O.W. Ep J� 7-r--," w f W W.- -00 BAYSHORE DR. 2'4,00 EXIST. ASPHALT PVMT 22+00 23+OD G G G G G G -- ------------ EXIST. R.O.W. LEGEND FILTER FABRIC FENCE STABILIZED CONSTRUCTION EXIT (TYPE 1) LOCATION (MAX. 3) TO BE PROPOSED BY Ed THE CONTRACTOR AND APPROVED BY THE ENGINEER. CONSTRUCTION NOTES: 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 8 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 5 INCHES ATTHEPOSTS, AND FOLDED. 4. ALL FABRIC FENCE NEEDS TO BE REINFORCED WITH WIRE MESH. 5. SEE STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. 6. ALL FABRIC FENCE TO BE PLACED UP STREAM OF A CULVERT AND/OR UPSTREAM OF FLOW. 1. SET POSTS AT REQUIRED SPACING. 31 (Ste 3. ATTACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FILTE FLOW EXTENSION OF FABRIC INTO TRENCH SECTION I 9+OD PROP. 4" PVC WATERLINE —41 '0001� 4- � ov 0 20' 40' 80' 101 SCALE IN FEET CD- 7-777 777 777777777777777- , 7 lAr w- 4 17+00 18+00 19+00 0- + G IV) V) PROP 4" PVC > EXIST. R.O.W. WATERLINE 2. EXCAVATE A 4"x4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. V� �B ALTERNATE V—TRENCH EXTENSION OF FABRIC INTO TRENCH FILTER FABRIC FLOWI. 4" MI Is, A41AI (set lvo-r 'c. 2) �., SECTION ALTERNATE x� FF X SYMBOL 8" MIN. —PROP. 4" PVC WATERLINE IN UNCASED BORE DRAIN TO SEDIMENT TRAPPING DEVICE 50' MIN. 4' MIN. 50' MIN. APPROACH TRANSITION —U--- 7 --- 7 APPROACH TRANSITION 4' MIN. FOUNDATION COURSE 6" MIN. PROFILE SYMBOL CONSTRUCTION EXIT (TYPE 1) 2005-6703 Ln __j fj"' cn W > >- WV) E 67 :2 < x r) Lu bi L.Li Ld Lu z ( < Ld F- Of DL o o cn -r Cf) O< —i 0 Z W m IL z LLJ LLJ < 0 V) (3i C6 -6 u: C5 z m 0 tn Z w y z V) cId !zc < IL I, 00 c C'c o.s C) U c (1) to oc, 0 (n j_- :3 0,-- c 0-0 co (u� C 0 0 ln�IZ U) 0 m L4j -j 0 V) D ci z LLJ SHEET SW3P SEC. 9 OF 11 z w �5; 1 LLJ C) M [OMW LLJ of — i z 2 Ld m 0 W 06 o uj EL M 0 < 0 CL U) a oQ�o F— 0 m 0 m z W Z" cca G m a w _m Z z LJ F.a 2' m C m a 08 o ryry� Ii Q m B a i I I 1 ! I! I i i j W �I a 'I •I W W V z �2E "I 3 LaLI LLi m m w 0 m ry x ZI z (A a N m cc a i o a . N Uj W O O 1., Z N � �U)N-r CM Q F- r WALE CROSS BRAC m WALE CROSS BRAC 14 TYPICAL REQUIREMENT FOR SKIP SHORING TYPICAL REQUIREMENT FOR CLOSE SHORING B ' CL a w O 2 U Z w K h AS REQUIRED BUT NO LESS* THAN 6" ........... . w u v O z N LD Z w �, U Q W W < 0 m� F_ ul W > U Cqw W O G W w V) CLOSE SHORING TRENCH WIDTH -CROSS BRACE UPRIGHTS — WALES - SECTION SKIP SHORING U /—HORIZ. SPACING FOR UPRIGHTS ii //) //) 2' MIN. ;H WALL 8d COMMON NAILS F WITH PATTERN PROVIDE ADEQUATE PROTECTION AGAINST FALLING OR ROLLING MATERIAL ENTERING TRENCH. EXCAVATED MATERIAL -I CLEATS - 1" THICK WIDTH = WIDTH OF CROSS BRACE LENGTH = 2 x LARGEST SIDE OF WALE -1 i TRENCH WALL PROCEDURE PROCEDURE 1. DETERMINE SOIL TYPE 2. DETERMINE TRENCH WIDTH AND DEPTH 3. REFER TO TABLE FOR TIMBER SIZE AND SPACING (PREVIOUS SHEET) I NOTE �= ALL SHORING TIMBER SHALL BE II OAK OR OTHER HARDWOOD WITH !� MIN. ALLOWABLE BENDING STRESS OF 1 1600 PSI A 25% OVER STRESS WILL BE ALLOWED FOR TEMPORARY LOADS FOLLOWING COMPLETION OF WORK CONTRACTOR SHALL REMOVE ALL SHORING, AT HIS OPTION. TIMBER TRENCH SHORING DETAIL GENERAL NOTES 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE PROPOSED REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AS PUBLISHED IN FEDERAL REGISTER VOL. 52, NO. 72, DATED APRIL 15, 1987. 2. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPEC- TIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPROPRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPECTIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 3. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. 4. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOM- PLISHED SAFELY AND EFFICIENTLY, IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 5. IN TRENCHES 4 FT. DEEP OR MORE, CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FT. OF LATERAL TRAVEL. 6. MEMBER SIZES AT SPACINGS OTHER THAN INDICATED ARE TO BE DETERMINED AS SPECIFIED rCIFIrD IN 194 26 .6JLalk(c/, "DESIGN OF PROTECTIVE SYSTEM", AS PUBLISHED IN THE FEDERAL REGISTER VOL. 52, NO. 72, DATED APRIL 15, 1987. 7. WHEN CONDITIONS ARE SATURATED OR SUBMERGED USE TIGHT SHEETING. TIGHT SHEETING REFERS TO THE USE OF SPECIALLY -EDGED TIMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION THAT WHEN DRIVEN OR PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE -BY -SIDE ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. 8. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 9. GREATER DIMENSION OF WALES TO BE HORIZONTAL. 10. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS - BRACE TO THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED OR A MUDSILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUDSILLS ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUDSILLS ARE WALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.) 11. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS BRACES. 12. PLACEMENT OF CROSS BRACES: WHEN THE VERTICAL SPACING OF CROSS BRACES IS FOUR FEET, PLACE THE TOP CROSS BRACE NO MORE THAN TWO FEET BELOW THE TOP OF THE TRENCH. WHEN THE VERTICAL SPACING OF CROSS BRACE IS FIVE FEET, PLACE THE TOP CROSS BRACE NO MORE THAN 2.5 FEET BELOW THE TOP OF THE TRENCH. 2005-6703 _H 0 N ,on'r I1 a N Z .-N N TNT V O 0 o w, mox F N�- m Dili NO .o v W w c Qio°c' ILNddl� I (Y W> 7 w �z w > >- LCu (/) �rG ® m W F- z Li !- �Wy LL W L., V)�I.tJ J zLLJ Q LJ Q m ry Q Z J W Q c0 d g m m m d o N o J O _ z O w v a > U w U Z 0 0 0 m U Ld w ' H w I Q o \ z < J > _ w U m C O O c .�V N pCO C N N o c .,, ON U.'-'._' C O'0 co Q)w - C- cu p O m� (l1CN 3 0 o.E m o J U w N D N � W z 11 W > O SHEET TRCH-2 SEQ. 11 OF 11