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HomeMy WebLinkAbout05-6703 BAYSHORE DR WTR & SWR REPLACE (2)I IE W W Q Q Q '. L W O. Z Z N WO LL t— W 0 0 0. U) 0) z 06f . Z • a U W a 0 0 m M CLa Lli Op• 06 u� thrZn o g� NmCL W w p H : w Y< < < <x QO O O O O O w n- fQ., F O m 0 0 Z W �0% 0 0 F- J N m J�"0 !- p m Q O ;0- LO I d- J 0 maw I � J Q a a j m I 0 r- I.�aNJ m 1 DO J � Z .c m M p M N t-- jp U1 Z v> W J U N Li N -1 �p W �ED�z W �� Of �MNW p O N W F- a_ m Qu M X z CENTER ONE JOINT OVER U) EXIST. SAN. SWR. LINE O O x + TREE LINE `' 0) EXIST. R.O.W. 0 Q J TOP OF BANK EXIST. 2" WATERLINE TO BE = 00 PLUGGED & ABANDONED E— G EXIST. 8" SAt� SWR. G TRAV. # 1 N 5000.00 E 5000.00 PROP. 4" PVC WATERLINE PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING Q 's < �= w ,- o = CO r REMOVE EXIST. F.H. & (VALVE & PLUG LINE STA. 21 +02 STA. 19+93 1-8"X8"X6" TEE (M.J.)' 1-8"X4" TEE (M.J.) 1-6" G.V. W/ BOX (M:4Ef 1-4 " G.V. W/ BOX (M.J.) 1-FIRE HYDRANT PROP. 8" PVC WATERLINE PROP. 20 LF-UNCASED BORE PROP. 24 LF-UNCASED BORE 10 , FLOW LINE 0 Q. z d ~n m 0 W z < W O w W 0 0 U) >a M d N W o' Z _.-. _ p i.w x a w w d w >_ PROP. 6" PVC WATERLINE W PROP. 58 LF-UNCASED BORE z Ld STA. 22+04 w 0- 21 LF-6" PVC WATERLINE a Q 1-8" G.V. W/ BOX a BEND (M.J.) 2-4" 22 1 /2 CO W a 1-8"X4" REDUCER (M.J.) >O a 1-4"x3" REDUCER (M.J.) r x 1-TIE-IN TO EXIST. WATERLINE WkpTy0"". LiLOCATION TO BE FIELD VERIFIED __; ---EXIST. 3" WATERLINE TOP OF BANK i e � EXIST. 6" WATERLINE WOODEN BRIDGE- 20+00 (TO BE PLUGGED & ABANDONED) 21+00 DESIGN BASELINE A" 22+00 BAYSHORE DRIVE EXIST. ASPHALT PVMT G G G G G G G G G G G _-- . __. _._ _._____ . --------- ---- _ . _.___ .. - .___-.---- --.__._ EXIST. 2" IP STL. GAS LINE -PROP. 41 LF-4" WATERLINE STA. 21 +33 - IN UNCASED BORE 1-8"X6" TEE (M.J.) 15 LF=6" PVC WATERLINE 2-45' 6" BEND (M.J.) BOX (M.J..) - 1-TIE-IN TO EXIST. 6 W.L. LOCATION TO BE FIELD VERIFIED STA. 19+93 2-22 1/2' 4" BEND (M.J.) 1-4"X2" REDUCER (M.J.) 1-TIE-IN TO EXIST. 1" W.L. LOCATION TO BE FIELD VERIFIED 23+00 -G EXIST. R.O.W. DESIGN BASELINE "A", STA. 23+00 N 5360.39 E 5001.08 G 0 10' 20' 40' SCALE IN FEET H IT!TIY::!II iFI� O L0 0 I0 d N z N N TN � r- 00 1 D � . ww 00 0 ,_ w,Y m 00 (v H N dwl,Wg'v W O C c ' 0 x ioa� o W NO_0_w I � W LLJ (!) > W to cr => W o-U _ ti1 CL Z Q O O 0- = a W a >- _5 a_ Z QZ LA m � J W H Q m m M 0 z o 0 O a ,- Z Z C, Y + E11t�l�J C ,; a r w I a d 0 Z J J > w U r m 00 C N p c 0 c0N O c _,., O (A _c :3 p ... 0 c- cc0 0, c— i O 0 0 tic V) 3 0 0 '� mv� W � J U w V) >_ uj z W > co)] SHEET PP-5 SEQ. 7 OF 11 r F ff � w 2_2 °tS 0' J Z . a m W Or o LU MO_'ZW o0�n n LU i N m 0-0 a� 0 0 0 J 0 Of w 0 W O � J pr) 3�0 I � d0 m ,n z `` > O I¢- N J J Z I¢- c o 0 vU°JN �Z.-M 4 't vi �omw / J N � V- /Ln 0 w � w M -Of �o^ui <I- w Q=N A TEE HAND TAMP SELECT BACKFILL OR GRANULAR MATERIAL 45° m 24" MIN-12" & LARGER PIPE 18" MIN-10" & SMALLER BENDS & TEE 18" MIN C(SQ.) PLUG S I 90' BEND 45' BEND 22W BEND TEES PLUGS z E A B A B A B A B C D 4" 6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21" 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24•' 16" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" 16" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20" 30" 36" 48" 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 CONNECTI( (TYPICAL TRANSITION) (BOTH ENDS) INSU (BOl • -ru J•LLL VL.YVJ 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 i 1. ALL UNPAVED DRIVES TO BE BACK FILLED W/ 6" MIN. CRUSHED LIMESTONE BASE, FLUSH W/ EXIST. CONIC. 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. CONIC ASPHALT PVM'T. MIN. 8" D I MIN. 8" IL 1 1/2 SK/TN CEMENT STABILIZED '.. -.1. FUTURE CONIC. SAND BACKFILL PAVEMENT PIPE COMPACTED TO 95% 6., MAX. DENSITY 0 98• OPTIMUM MOISTURE BANK SAND 6" T MIN. 0.5 BANK SAND 1'-0 TYP. GRADED AREA PAVED AREA WATER PIPE BEDDING (N.T.S.) METAL COVER PER SPECIFIED VALVE BOX CONSTRUCTION _\ JOINT / ALL AROUND PAVEMENT 1 �NATURAL GROUND CONCRETE COLLAR (SQUARE IN PAVEMENT ROUND IN LANDSCAPE) GONG. THRUST BLOCK BEND y4 BARS OI NI 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 CONC. BLOCKING & VALVE (TYP) L=VALVE LEN. �--W = VALVE O.D. + 12" + B 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 - AROUND ALL SAW -CUT EDGES MIN. 1 1/2" TYPE "D" HOT -MIX ASPHATIC CONC. ASPHALT TOPPING I-- \- BASE BASE REPLACEMENT SHALL BE CRUSHED LIMESTONE MINIMUM 6". ON -SITE SOIL BACK FILL BANK SAND BACKFILL TO BE PLACED IN 6" _ COMPACTED TO LAYERS & COMPACTED TO =�— 95% MAX. DENSITY 95% MAX. DRY DENSITY I 12" CEMENT STABILIZED SAND TYPICAL TRENCH SECTION IN PAVED AREA _ — FIRE HYDRANT #4 © 12" C/C. E.W. �6 PIPE TYPICAL FIRE HYDRANT LOCATION 1" SERVICE LINE (POLYETHYLENE PIPE) METER BOX WATER LINE �---� 3/4" CURB STOP 1" CORPORATION COCK MUELLER No. 15000 OR EQUAL TYPICAL SERVICE CONNECTION -TION =D VARIES 5' TYPICAL HIGHWAY CROSSING ti H 0 N LnN Z N N .� o0�a C 0 a o� dX m �N^ �a�Iti WORM c W O o C I {`Naafi. 3 -0" I FIRE HYDRANT ry SHALL BE PAINTED W PER CITY COLOR CODE ' W Z W J ! ^ r V W w z SEE VALVE BOX ° > �- W a DETAIL THIS SHEET z (a Ln G N /V C IJ_ < NATURAL GROUND i XLd J W f- Q W Ld o a oLLJ J � � GWN BANK OF TRENCH BURY LINE J V :f LLJ CONCRETE z CONCRETE �y o ° gWL a: d' GRAVEL 3/4" STAINLESS STEEL FIRE HYDRANT — ELEVATION PVEBBA WITHONUTSRIES (2 EA.)O � m m A R�ICORB _ Z M 3 -0 o a Z z o o w 0 � ¢ w w S w I GS a Z a � J J NOTES: r 1. INSTALL SERIES 2000 EBBA RESTRAINT DEVICES m o 0 AT ALL MECHANICAL JOINTS. c 2. WHERE RESTRAINED JOINTS FOR BURIED SERVICE `o 6 ARE REQUIRED BY DRAWING PROVIDE EBBA IRON o N SERIES 2000 PV FOR FITTINGS AND SERIES 1500 O 0 m FOR PIPE JOINTS. U 0 -0 3. PUSH-0 FITTINGS WILL NOT BE ALLOWED. c c o c 4• FOR ALL MECHANICAL JOINTS FITTINGS IN BURIED o 0) METER SERVICE, PROVIDE A POLYETHYLENE WRAP. cN ALTERNATIVELY, PROVIDE BOLTS AND NUTS MADE 3 OF TYPE 304 STAINLESS STEEL. o a M -0 w U w to E r En w w z >o SHEET 2005-6703 WTR DET SEO. __ 8 OF 11 J w L.j 0 m 't 00 < C'4 0 z 0 5 (59 >1ci En a r, -- _J C'4 F_ _j IL:(5 D :D m 00 C14 z 0 U) ig: 3:: � F- c O 0 000 m&jT U) F� r < U) CL1 CL to < O�� 3: 0 M En m I 6F- E -'r -j L: _j w I Dcn 0 F- ,2LU to 0 V) (n (n U) U- CN _J (o P-�o0 wo to 'q z 't w _cr of n r, uj * C'4 U- 00 uJ F- <a-mw 0�w < �L� 10 2+011 G G PROP. 8" PVC WATERLINEi EXIST. R.O.W.---_,_1 .3+00 Lu PROP. 8" PVC WATERLINE- V) C) _j LLJ r-) ry 0 ------- Luz w w w - '4+oo II 5+00 -ILEXIST. R.O.W. -PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING 71 0 ct) ry III LLJ > LL_ < LL_ w w 5+00 7+00 PROP. 4" PVC WATERLINE LLJ EXIST. R.O.W.--�, 77 Qf'� j- w W w w vv w w 13+00 BAYSHOR 14+00 15+00 16+00 E DR. EXIST. ASPHALT PVMT j Fl- -- ---------------- ----- - t LPROP. 4" PVC PROP. 10" SAN. SWR. (HDP) BY PIPE BURSTING I I WATERLINE uj LLJ PROP. 8" PVC WATERLINEI 0 <F ry 0 EXIST. R.O.W.---,, R ------- w -00 BAYSHORE DR. 21 '00 EXIST. ASPHALT PVMT 22,+00 23+00 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 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 6 INCHES AT, THE POSTS, 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. J, (sce- 3. ATTACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FILTE FLOW IN EXTENSION OF FABRIC INTO TRENCH SECTION �PROP. 4" PVC WATERLINE 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 18" MIN (SE 4 t tvO 7.c 2) QI Ld ry 0 _( /p P- n P 8+00 ALTERNATE V—TRENCH EXTENSION OF FABRIC INTO TRENCH FILTER FABRIC FLOW -m� go� << "w\ 4" MIN SECTION B L@ ALTERNATE X� FF X SYMBOL 8" MIN. L 9+00 1 F PROP. 4" -1 PVC I ­2 WATERLINE cr) > _IILEXIST. R.O.W. C) DRAIN TO SEDIMENT TRAPPING DEVICE 50' MIN. —A PLAN "490111"� pr 0 20' 40' 80' PROP. 4" PVC WATERLINE IN UNCASED BORE 4' MIN. 50' MIN. A APPROACH TRANSITION APPROACH TRANSITION < 4' MIN. FOUNDATION COURSE 6" MIN. PROFILE SYMBOL CONSTRUCTION EXIT (TYPE 1), - SCALE IN FEET V) P ry mLtj LiJ ILLI cn LJLJ IL > >- LLJ V) ry o Of => < x < LL1 LLI I- LIJ Lij > LLJ < 70 Li of Of IL < 0 O z (n Lij < ry _j _j 0 < L.LJ m 0- z X.J ry I F- LLJ < [if 0 I'_ V) m c6 z 0 C) .0 m CL 0 to z z 10 V) w8) 10 10 1D a- m U 00 Z _j —00 1 .s o.s 0 u cmN 0 c' ou) -00 s cc (Dw C--.; m 0 V) C V) 3: (n _j D En C51 1 1 LLJ > SHEET 2005-6703 SW3P SEQ. 9 OF 11 ul z 0 C) 0 a: LLJ LLJ CL ui ry 3: U) 06 0 cc W (L 'OL LL oo� F, 9 m � CO to 4 Lh CO < a C4 M r l �I i L H ( - z w a L l w U Z__ N N w o w Z CO • i 06 V = a O cc i w Lu w on CL N - NO_ Nc0I.-r CROSS BRAC ME WALE CROSS BRAC M, C - YPICAL REQUIREMENT FOR SKIP SHORING B TYPICAL REQUIREMENT FOR CLOSE SHORING AS R BUT NU LC JJ THAN 6" CLOSE SHORING PLAN SECTION SKIP SHORING /—HORIZ. SPACING FOR UPRIGHTS L i ( ii1 I /%11 TIMBER TRENCH SHORING DETAIL C ;H WALL 8d COMMON NAILS F WITH PATTERN PROVIDE ADEQUATE PROTECTION AGAINST FALLING OR ROLLING MATERIAL ENTERING TRENCH. XCAVATED _< 1ATERIAL :E WALE 'E WIDTH IR TIMBER ;PREVIOUS SHEET) R SHALL BE DWOOD WITH DING STRESS OF ER STRESS WILL _MPORARY LOADS ION OF WORK CONTRACTOR SHALL REMOVE ALL SHORING, AT HIS OPTION. 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 IN 1926.652(c), "DESIGN OF PROTECT `.�E 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 c, th s _H O N 0 Ln 0 Z I N N co I M ^ma go -a dmx00 au ov I do�c' &NF)w. o IU6 Naaw I ry W w V) F— w z — V) Fy H CW G QLu W U'�U Lu Of ry LzJ n O O v< LLJ a- U c) Q LLJ �Qz m r J Lil Q m ao z 0 M 0 3 m a o ❑ �o z 2 z ❑w f/) s = z o to 0 ¢ > w Z w 0 F- w w I a 0 1 z Q J 0 m O p c oho C Ntn o c ,,,, 00 c Colo Cw - o .N rnt rncN 3 o°N J U w to } Ul T �y z > O SHEET TRCH-2 SEQ. 11 OF 11