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1 Fleet Landing Blvd. CIV18-00002 dwgs11P WATER MAIN PIPE A SEE NOTES ON DETAIL W-11 (SEE NOTES 1,2,3,7 & 8) OTHER UTILITY PIPE PLAN VIEW OTHER PIPING TYPE 1. GRAVITY SANITARY SEWER 2. GRAVITY SANITARY SEWER (SPECIAL CASE, NOTE #3) 3. SEWAGE FORCE MAIN 4. GRAVITY STORM SEWER 5. RECLAIMED WATER 6. ELECTRIC, PHONE, CABLE, GAS MINIMUM HORIZONTAL SEPARATION (FEET) 6-10 3 6-10 3 3 2 NOTE: THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. MINIMUM HORIZONTAL SEPARATION REQUIREMENTS WATER MAIN PIPE NOTE: IF THE WATER MAIN IS BELOW THE SEWER PIPE, THAN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. SEPARATION REQUIREMENTS MAINS #3 #2 1) VALVE I.D. TAB - BRASS. SHOWING VALVE SIZE, AND NUMBER OF TURN FROM FULL CLOSED TO FULL OPEN. 2) 2" PVC PIPE UP THRU COLLAR WITH 2" PVC SCREW PLUG. FOR ACCESS TO LOCATE WIRE. 3) VALVE BOX LID *VALVE BOX COLLAR TO BE 2'x2'x4" WITH REBAR AS REQUIRED SEE NOTES 1&2 7-3/8" HEAVY DUTY RATING ----------- ----2.5652 I C TS LO to rn ( QQ ci l_ --- co 0.1304 ci _._........ ........... -1,7391 ---------------- (LID WEIGHT: APPROX. 12 LBS) (2) 1" DIA, PICKHOLES SAWCUT EXISTING ASPHALT FOR PIPE TRENCH ALONG NEAT STRAIGHT LINE PROPOSED PIPE ASPHALT PAVEMENT RESTORATION SEE DETAIL SAWCUT EXISTING ASPHALT ALONG NEAT STRAIGHT LINE PAINT INSIDE -8 1/2"� (SEE NOTE 1) - 3/8' 0 --------- 5-11 /16" - /32" 8-1/2" r - --10-3/4" ---- -5/8" NOTES: 1) HEAVY DUTY RATING (TOTAL WEIGHT APPROX. 50 LBS.) TOP SECTION VIEW (23 LBS. APPROX.) •All • M woo.* PAINT COVER AND INSIDE OF BOX BLUE VALVE BOX & COVER (TYP) PROVIDE VALVE TAG (NOTE 6)AND BLUE PAINT TO THE INSIDE OF THE TOP SECTION OF THE BOX (NOTE 5) COMPACTED EARTH (TYP) 6" PVC RISER PIPE (LENGTH AS --- REQUIRED) PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. PLASTIC DEBRIS SHIELD REQUIREI ON ALL VALVES 12" AND SMALLER. (NOTE 9) RESTRAINED MECHANICAL JOINT (TYP) ■ APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE PAD 4" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE NOTE 7) FINISHED GRADE VALVE BOX ADJUSTMENT (SEE NOTE 5) ELECTRONIC LOCATE BALL MARKER LOCATED WITHIN 12" FROM RISER PIPE (NOTE 10) GATE VALVE W/ 2" OPERATING NUT (NOTE 4) PIPE W/ LOCATING WIRE 12" (MIN) LAYER OF #57 STONE (REQUIRED FOR VALVES 20" AND LARGER, (NOTE 8) NOTES: 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING. 3. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE 4, FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 61" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 5. BRASS IDENTIFICATION TAG INDICATING "SEWER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A)/4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. 6. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED. 7. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO % THE OVERALL HEIGHT OF THE VALVE. 8. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. 9. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 41' DIA. COLOR CODED BALL MARKER a O U) IIIU z w w w I� 0 U LL w U cn 0 z_ MINIMUM VERTICAL SEPARATION OTHER PIPING TYPE rinlr.NF} ••goose•• E NSF ,, WATER MAIN ON SEE NOTES ON DETAIIt 6-12 �• v ,O No. 41215 —' TOP WITH JOINT W-11: (1,4,5,&6) GRAVITY SANITARY SEWER Im CENTERED OVER 12 4 OTHER UTILITY PIPE 2. SEWAGE FORCE MAIN U- 0 U 6-12Q 3. GRAVITY STORM SEWER %LICENSE 12 4. RECLAIMED WATER w OTHER UTILITY 6 CK PIPE 5. ELECTRIC, PHONE, CABLE, GAS SECTION VIEW NOTE: IF THE WATER MAIN IS BELOW THE SEWER PIPE, THAN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. SEPARATION REQUIREMENTS MAINS #3 #2 1) VALVE I.D. TAB - BRASS. SHOWING VALVE SIZE, AND NUMBER OF TURN FROM FULL CLOSED TO FULL OPEN. 2) 2" PVC PIPE UP THRU COLLAR WITH 2" PVC SCREW PLUG. FOR ACCESS TO LOCATE WIRE. 3) VALVE BOX LID *VALVE BOX COLLAR TO BE 2'x2'x4" WITH REBAR AS REQUIRED SEE NOTES 1&2 7-3/8" HEAVY DUTY RATING ----------- ----2.5652 I C TS LO to rn ( QQ ci l_ --- co 0.1304 ci _._........ ........... -1,7391 ---------------- (LID WEIGHT: APPROX. 12 LBS) (2) 1" DIA, PICKHOLES SAWCUT EXISTING ASPHALT FOR PIPE TRENCH ALONG NEAT STRAIGHT LINE PROPOSED PIPE ASPHALT PAVEMENT RESTORATION SEE DETAIL SAWCUT EXISTING ASPHALT ALONG NEAT STRAIGHT LINE PAINT INSIDE -8 1/2"� (SEE NOTE 1) - 3/8' 0 --------- 5-11 /16" - /32" 8-1/2" r - --10-3/4" ---- -5/8" NOTES: 1) HEAVY DUTY RATING (TOTAL WEIGHT APPROX. 50 LBS.) TOP SECTION VIEW (23 LBS. APPROX.) •All • M woo.* PAINT COVER AND INSIDE OF BOX BLUE VALVE BOX & COVER (TYP) PROVIDE VALVE TAG (NOTE 6)AND BLUE PAINT TO THE INSIDE OF THE TOP SECTION OF THE BOX (NOTE 5) COMPACTED EARTH (TYP) 6" PVC RISER PIPE (LENGTH AS --- REQUIRED) PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. PLASTIC DEBRIS SHIELD REQUIREI ON ALL VALVES 12" AND SMALLER. (NOTE 9) RESTRAINED MECHANICAL JOINT (TYP) ■ APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE PAD 4" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE NOTE 7) FINISHED GRADE VALVE BOX ADJUSTMENT (SEE NOTE 5) ELECTRONIC LOCATE BALL MARKER LOCATED WITHIN 12" FROM RISER PIPE (NOTE 10) GATE VALVE W/ 2" OPERATING NUT (NOTE 4) PIPE W/ LOCATING WIRE 12" (MIN) LAYER OF #57 STONE (REQUIRED FOR VALVES 20" AND LARGER, (NOTE 8) NOTES: 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING. 3. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE 4, FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 61" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 5. BRASS IDENTIFICATION TAG INDICATING "SEWER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A)/4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. 6. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED. 7. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO % THE OVERALL HEIGHT OF THE VALVE. 8. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. 9. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 41' DIA. COLOR CODED BALL MARKER a O U) IIIU z w w w I� 0 U LL w U cn 0 z_ PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT 17002 DATE APRIL 2018 SCALE AS NOTED SHEET M4.0 C UHYRIGHT 2017 BY: WET ENGINEERING, INC. ••goose•• E NSF ,, �• v ,O No. 41215 —' go e e. STATE CSE W/ONA•41215 %LICENSE v REGISTERED ENGINEER NO, REVISION/ISSUE DATE Qxuem 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT 17002 DATE APRIL 2018 SCALE AS NOTED SHEET M4.0 C UHYRIGHT 2017 BY: WET ENGINEERING, INC. MANHOLE W/ FRAME & COVER. (SEE S-1) RADE HORT BODY AIR RELEASE VALVE ASSEMBLY 316 STAINLESS STEEL NIPPLES OATED FABRICATED STEEL TAPPING SLEEVE 'E 316 S.S. HEX BOLTS,NUTS AND WASHERS GRAVEL NOTE: AIR RELEASE VALVE ASSEMBLIES TO BE LOCATED OUTSIDE OF ROADWAY PAVING. AIR RELEASE VALVE ASSEMBLY IN MANHOLE PVC PIPE RESTRAINT JOINT SCHEDULE LENGTH (L) TO BE RESTRAINED NOMINAL PIPE SIZE (IN.) 4 VERTICAL OFFSETS HORIZONTAL BENDS 90° BENDS L (FT.) 20 450 BENDS L (FT.) 8 22.5° BENDS L (FT.) 4 6 8 28 36 10 14 5 6 10 40 18 8 12 50 20 9 14 56 23 10 16 60 26 11 18 69 29 12 20 75 32 13 24 76 33 15 30 88 36 18 36 100 40 20 42 115 48 23 48 125 52 25 (SEE PLATE Nos. 31 C & 31 D FOR ADDITIONAL DETAILS) PVC PIPE RESTRAINT NOTES: 1) THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2) ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 3) BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4) VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5) TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE) SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE. REDUCERS VERTICAL OFFSETS VALVES OR DEAD-END 11.25° BENDS L (FT.) 2 45° BENDS (SEE NOTE 4) L (FT.) 20 L (FT.) 3 L (FT.) 50 2 3 28 36 4 5 70 90 4 45 6 110 4 52 8 120 5 60 9 140 6 67 10 160 6 74 12 180 7 80 13 195 7 81 14 200 9 97 16 235 10 110 20 270 11 125 24 300 12 140 30 340 PVC PIPE RESTRAINT NOTES: 1) THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2) ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 3) BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4) VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5) TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE) SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE. REDUCERS SIZE L FT. 6X4 35 8X6 35 8X4 65 10X8 35 10X6 65 12X10 35 12X8 65 16X12 65 16X10 95 20X18 35 20X16 65 20X12 120 24X20 65 24X18 95 24X16 120 30X24 80 30X20 150 36X30 80 36X24 150 42X36 80 42X30 150 48X42 80 48X36 150 MECHANICAL RESTRAINT LENGTHS TEES (NOTE 5) RUN BRANCH L SIZE SIZE FT. 4" 4" F.O. 6" 6" 10 4"< LESS F.O. 8" 8" 30 6"< LESS F.O. 10" 10" 48 8" 14 6"< LESS F.O. 12" 12" 65 10" 35 8"< LESS F.O. 16" 16" 100 12" 40 NO. 10"< LESS F.O. 20" 20" 130 16" 80 12"< LESS F.O. 24" _24- 130 20" 90 16" 40 12"< LESS F.O. 30" 30" 140 24" 80 20" 50 16"< LESS F.O. 36" 36" 180 30" 120 24" 50 20"<LESS F.O. 42" 42" 220 36" 160 30" 80 24" 40 20"< LESS F.O. 48" 48" 250 42" 180 36" 90 30" 40 24"< LESS F.O. F.O. = FITTING ONLY MIN/MAX COVER (NOTE 4) 0 -i �— RESTRAINED JOINT (TYP.) \ SIZE AS REQUIRED THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH RESTRAINT JOINT SCHEDULE, (SEE DETAIL W -31A OR W-31 B) SEE NOTE #5 9' MINIMUM t9'MINIMUM SEPARATI, VARIES (SEE NOTES 1&2) �_� ❑ ❑ ❑ _ Ell El L7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑❑❑1.- /❑D 2 -CONCEALED PICKHOLES \ ���i,�i��i��\\�\�:\\��� ❑ NOTE: \� ❑ ❑ FRAME & COVER - FULL LENGTH OF PIPE CENTERED ATSHALL BE MACHINED CROSSING, SEE NOTES. El'� �1 [ ] OR GROUND AT ALL U.S. FOUNDRY BEARING SURFACES LOCATE WIRE, SEE NOTE 3 USF -655 -CW -M ❑ El El ❑ ❑ SO AS TO SEAT FIRMLY AND PREVENT MECHANICAL JOINT 11%4° 22%° _ ROCKING. OR 45° BENDS (SIZE VARIES) COVER 34 1/8" / 1 1/2" PROPOSED WATER MAIN SIZE & TYPE VARIES-- �1T_l/'//7/TINT EXISTING CONFLICT PIPE MACHINED COVER SURFACES CASE "A" CROSSING NOTES: 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 6 -INCHES OF SEPARATION IS REQUIRED. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERN41NED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557 2. LOCATING WIRE REQUIRED: SEE DETAIL. 3. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60". 4. IF UTILITY CONFLICT IS LOCATED IN A NON -TRAFFIC AREA (NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P., THEN THE MINIMUM COVER MAY BE REDUCED TO 24 INCHES (ONLY IN THE AREA OF THE CONFLICT). ADJUSTMENT OVER EXIST. UTILITIES -MECHANICAL RESTRAINTS /–TEE BOLT -- TEE BOLT PLAIN END BELL Jt. '�'�� PLAIN END f M. J. D. 1. P.V.C. P.V.C. % P.V.C. r� 47- _\ ���� FITTINGS uti RESTRAINED BELL JOINT f RESTRAINED MECHANICAL JOINT TYPICAL PROFILE TYPICAL PROFILE BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS W/MECHANICAL RESTRAINERS L SECTION b � I * ** ** * * * * REDUCER MECHANICAL JOINT SLEEVES TIE RODS NUMBER OF TIE RODS REQUIRED O 3"-8" MAIN - 2 RODS D ..y. 10"-12" MAIN - 4 RODS d 14"-20" MAIN - 6 RODS 24"-36" MAIN - 8 RODS * 4'' 42"-48" MAIN - 10 RODS A. A... .: DEAD - END THRUST COLLAR ANCHOR TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37. GENERALNOTE 1. INDICATES DIRECTION OF THRUST FORCE. MECHANICAL RESTRAINT DETAILS - 1 40 1/2" 5/8" ! 1/2" t 1 1/4" 1 3/8" 2 1/4" PICKHOLE DETAILS 3/4" RIB DETAIL SEWER MANHOLE COVER AND FRAME w ILL! U_ \M O a 0- < 0 LU U Q L HORIZONTAL BEND ANGLE OF DIRECTION CHANGE L ­1111110- ------------------- DEAD 1► DEAD END Lu 1 UPPER BEND RFs ANGLE OF 45 ���/ 'DIRECTION CHANGE O'2Jy o 9� a l uwj F - w w U_ 0 VERTICAL LOWER BEND RUN OFFSET PROFILE -...--- - - --------- d ANGLE OF 450 DIRECTION CHANGE —Li s2 RUN TEE BRANCH f -- L w w 0U_ W 0o X CD O U)w Qa a Q L -- NOTES: 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN.). 2. ..y. INDICATES DIRECTION OF THRUST FORCE. MECHANICAL RESTRAINT DETAILS - 2 x W N < z 0 0 z z a z LUW O 0 J < LU0 0 U W < U X X N W N 0 W U z W U_ 0 U LL W U U z 0 X14. 0 —1 u' rx 4337 PABLO OAKS CT., SUITE Ong #101 JACKSONVILLE, FL 32224 QN=U t PH 904-223-9773 FX 866-832-9236 www.wetengineering.net FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT 17002 DATE APRIL 2018 SCALE AS NOTED SHEET M4.1 I,JUU'TNIUH I 2U1 J BY: WET ENGINEERING, INC. ,FF,C�C Op %yyNyMll1T111��' ` / ��� E Ns� . o ``,; N o. 41215 _ STATE OF •' • .. p.80 ,. S•••see /loop IIIIIIII0 LICENSE # 41215 REGISTERED ENGINEER NO. REVISION/ISSUE DATE rx 4337 PABLO OAKS CT., SUITE Ong #101 JACKSONVILLE, FL 32224 QN=U t PH 904-223-9773 FX 866-832-9236 www.wetengineering.net FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT 17002 DATE APRIL 2018 SCALE AS NOTED SHEET M4.1 I,JUU'TNIUH I 2U1 J BY: WET ENGINEERING, INC. ,FF,C�C Op � � FULL LENGTH OFPIPE CENTERED ATCROSSING. (SEE /rlr- Lr-wU/Hu�- |HtnpL/UUE RESTRAINED DNEACH SIDE OF BEND SHALL BE|NACCORDANCE WITH TABLE FOR MECHANICAL RESTRAINT LENGTHS, (SEE DETAIL W-31A&B) DEPTH VARIES --EXISTING UTILITY PIPE SEPARATION VARIES (SEE NOTES 1&2) CASE ,,B,,CROSSING LOCATE WIRE (SEENOTE#3) PROPOSED 1 WATER MAIN SIZE & TYPE VARIES MECHANICAL JOINT 114". 22%" OR 45' (SIZE VARIES) RESTRAINED JOINT (TYPj SIZE ASREQUIRED NOTES: 1 IF EXISTING UTILITY PIPE |SAWATER MAIN, 6 -INCHES OF SEPARATION IS REQUIRED. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY ASDETERMINED 8YTHE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557 2. LOCATING WIRE REQUIRED. 3. THE COVER FOR PIPING LESS THAN 24^SIZE SHALL BE3[Y'(M|N)|NUNPAVED AREA, 36''(M(N)|N � PAVED AREAS AND AMAXIMUM COVER DFG0' ADJUSTMENT UhJF���� �X|�%T UTILITIES -MECHANICAL ���' ��'' �RESTRAINTS MAXIMUM TRENCH WIDTH CN _ GENERAL8ACKF|LL MATERIAL (SEE NOTE #5) BACKFILL COMPACTED TDQ896(SEE NOTE PIPE TOBEINSTALLED ON UNDISTURBED SOIL OR SUITABLE SOIL COMPACTED TDQO%MAX. DENSITY ����U��U l[��������� TYPICAL ~ ^~~^ ^~~ ^ ""~-"=~=" " NOTES 1 TRENCH SIDES SHALL BEAPPROXIMATELY VERTICAL BETWEEN ANELEVATION OF1 FOOT ABOVE THE TDP OF THE PIPE AND THE CENTER LINE OF THE PIPE- DTHERVNSE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE ORAS REQUIRED BY OSHA STANDARDS, REFER TOTHE MEASUREMENT AND PAYMENT SECTION (SECTION #801. PARAGRAPH #4))TODETERMINE MAXIMUM PAYL|NEWIDTHS. 2. BELL HOLE SHALL BEDUG TOPERMIT THE ENTIRE STRAIGHT BARREL OFTHE PIPE TOREST ONTHE UNDISTURBED TRENCH BOTTOM. BOULDERS ORLOOSE ROCKS LARGER THAN 3/4 INCH |NSIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OFTHE PIPE. 3. BACK FILL MATERIAL UPTOALEVEL OF1FOOT OVER THE PIPE SHALL CONSIST DF AA8HTUCLASS A,3SOIL (SUITABLE SOIL) AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. 4. BACKFILL MATERIAL UPTOALEVEL 1FOOT OVER THE TOP OFPIPE ORBOTTOM {}F STRUCTURES SHALL BE PLACED IN INCH COMPACTED THICKNESS LAYERS AND SHALL 8ECOMPACTED TO08Y6DFIT'S MAXIMUM DENSITY ASDETERMINED 8YTHE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. Cl 5. ALL EXCAVATION FOR PIPING SHALL BEOPEN CUT, UNLESS OTHERWISE INDICATED. TRENCH SIDES SHALL BEVERTICAL BETWEEN ANELEVATION OF1FOOT ABOVE THE TOP DF PIPE AND rL OF PIPE, OTHERWISE TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BYOSHA STANDARDS. OPEN -CUT TRENCH FOR PRESSURE PIPE MECHANICAL JOINT ROUTE LOCATE WIRE |NVALVE BOX (SEE W-44) MECHANICAL JOINT V STUB OUT LENGTH SHALL BE 2OLF.(M/N)WITH JOINT RESTRAINTS 3/4"THREADED STEEL ROD VN NUTS &LOCKVVAGHERS(7YP) (LENGTH ASREQUIRED) PLUG ANCHOR (p PIPE LOCATE WIRE 3/4'THREADED STEEL ROD W/NUTS & WASHERS (TYP) LENGTH AQREQUIRED 3/4" 90' THREADED EYE BOLTS W1 NUTS PIPE BELL RESTRAINT SOCKET CLAMP WITH SOCKET CLAMP WASHERS (TYPj � ` ~-------- --- ----- �MECHANICAL JOINT PLUG LOCATE WIRE (TO � (SEENOTE#2) 0 SECTION "A -A" NOTE& 1)|NLIEU OFBELUR{)DRESTRAINTS, MECHANICAL JO|NTRE8TRA|NTSN1AYBEUGED. 2) LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 3)NUMBER C)FRODS REQUIRED 3" 8"DIAMETER MAIN 2JOINT 1O^'12,DIAMETER MAIN -4TIE RODS REQUIRED PER JOINT 14''-2O"DIAMETER MAIN -8TIE RODS REQUIRED PER JOINT 24" 36^ DIAMETER MAIN -8TIE RODS REQUIRED PER JOINT 42" 4O"DIAMETER MAIN -1UTIE RODS REQUIRED PER JOINT � 4)THE LOCATION {)FTHE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, )FPOSSIBLE, THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS ORROAD CROSSING BY OFEET (K8iN.)WHERE POSSIBLE. PLUGGED FlEAFlEND USING TIE RODS -� 10' MAX. 475 MAX 475'MAX (NOTE 4) / (NOTE 4) LOCATE �������y� NOTES: -- —' ' ' ^- WIRE ^^- ~~ ' °^ ' �-'"' 1 LOCATING WIRE TD BE INSTALLED IN EITHER THE ONE (}R E LEVEN O'CLOCK POSITION DNALL PVC (PRESSURE MAINS). 2. SECURE LOCATING WIRE TO PVC WATER MAIN BY USE OF DUCT PE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED ATA MAXIMUM DISTANCE OF TEN (1[y)AND AT EACH SIDE OF BELL JOINT OR FITTING. 3. THE ENTIRE LOCATING SYSTEM SHALL BESUBJECTED T]TEST �NGTJ DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESSAPPROVED OTHERWISE BY TOWN OF CROSS CITY. ' 4. LOCATING WIRE SHALL TERMINATE WITHIN AN A (WITH AVALVE) ORA METER BOX (IF NO VALVE )AT475' /NTER\A\LS WIRE CONNECTIONS BELOW GROUND (OUTSIDE {)FA BOX) SHALL BE�AVOIDED, 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND. UF RATED (DIRECT BURIAL), C[)PPERVNREVV|TH 30 MIL (MIN.) INSULATION WITH EITHER VVH|TEOR YELLOVVC(}LOR. � 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. 7. 'C6" INDICATES AWIRE PIG -TAIL (12" LONG) � LOCATE E W]RE CONSTRUCTION FOR WATER SYSTEM e MECHANICAL JOINT TEE' ROUTE LOCATE WIRE )N VALVE BOX (SEE K8ECHANICALJOINT VAL STUB OUT LENGTH SHALL BE 2OLF.(M/NjWITH JOINT RESTRAINTS Y4"THREADED STEEL ROD W/NUT&LOCK VVASHER8- (TYP)(LENGTH AGREQ'D PLUG ANCHOR STRAP LOCATE WIRE (TO BOX) C, PIPE ROD W/NUTG& VVA8HERS(TYP) LENGTH A8REQUIRED MECHANICAL JOINT TEE `--'Y4" 90' THREADED EYE BOLTS W/NUTS PIPE BELL RESTRAINT SOCKET CLAMP WITH SOCKET CLAMP VVASHERS[TYPj MECHANICAL JOINT PLUG (GEENOTE#2) AA PLAN NOTES.' SECTION "A -A" 1|NLIEU OFBELURODRESTRAINTS, MECHANICAL JOINT RESTRAINTS MAYBE USED. 2. LOCATING WIRE REQUIRED, UTILIZING ALOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 3. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT. IF POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. PLUGGED DEADEhJD USING MECHANICAL RESTRAINTS CONNECT WIRE TOGETHER WITH ELECTRICAL WIRE NUT. PROVIDE 12" PIG TAIL VALVE BOX DUCTTAPEDR ----` ZIPPER TYPE PLASTIC TIE STRAPS INSTALL CO -POLYMER METER BOX WITH HEAVY-DUTY |RDNLID (PAINT TOP {}F LID) (POSITION BOX PARALLEL WITH MAIN) PROVIDE 3"THICK- GRAVEL BOTTOM 2'PVC RISER PIPE DUCT TAPE {}R ---- ZIPPER TYPE PLASTIC TIE STRAPS WIRE ENTRANCE INTO BOX (SEE NOTE 1) LOCATE WIRE WATER MAIN CONNECT WIRES TOGETHER WITH ELECTRICAL WIRE NUT. (PROVIDE 12'LONG PIGTAIL ENDS) LOCATING WIRE (ROUTED )NPIPE) WATER MAIN NOTES. - 1) LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6"PVC RISER PIPE (SEE W-18). OTE8�1)LOCATEVNRESHALLENTERTHEVALVE8QKTHROUGHA'V'CUT|NTHE{y'PVCR|8ERP/PE(SEEW-18). LOCATE ��� ���.,'� ."..~����^^ Uj U) � 0�� — � � � m �� �� � m�� m �� � u �� � — D � � m — ~ � < Uj � O No. 41215 � � 0 — '' m �� � U 1 — w � u � — ED �� � F� � � �u m 12f u m ry w � ~ ` u �� m M (} m ��� O � + ~ LL C0 o� _jD � �� �� � O + -� 10' MAX. 475 MAX 475'MAX (NOTE 4) / (NOTE 4) LOCATE �������y� NOTES: -- —' ' ' ^- WIRE ^^- ~~ ' °^ ' �-'"' 1 LOCATING WIRE TD BE INSTALLED IN EITHER THE ONE (}R E LEVEN O'CLOCK POSITION DNALL PVC (PRESSURE MAINS). 2. SECURE LOCATING WIRE TO PVC WATER MAIN BY USE OF DUCT PE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED ATA MAXIMUM DISTANCE OF TEN (1[y)AND AT EACH SIDE OF BELL JOINT OR FITTING. 3. THE ENTIRE LOCATING SYSTEM SHALL BESUBJECTED T]TEST �NGTJ DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESSAPPROVED OTHERWISE BY TOWN OF CROSS CITY. ' 4. LOCATING WIRE SHALL TERMINATE WITHIN AN A (WITH AVALVE) ORA METER BOX (IF NO VALVE )AT475' /NTER\A\LS WIRE CONNECTIONS BELOW GROUND (OUTSIDE {)FA BOX) SHALL BE�AVOIDED, 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND. UF RATED (DIRECT BURIAL), C[)PPERVNREVV|TH 30 MIL (MIN.) INSULATION WITH EITHER VVH|TEOR YELLOVVC(}LOR. � 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. 7. 'C6" INDICATES AWIRE PIG -TAIL (12" LONG) � LOCATE E W]RE CONSTRUCTION FOR WATER SYSTEM e MECHANICAL JOINT TEE' ROUTE LOCATE WIRE )N VALVE BOX (SEE K8ECHANICALJOINT VAL STUB OUT LENGTH SHALL BE 2OLF.(M/NjWITH JOINT RESTRAINTS Y4"THREADED STEEL ROD W/NUT&LOCK VVASHER8- (TYP)(LENGTH AGREQ'D PLUG ANCHOR STRAP LOCATE WIRE (TO BOX) C, PIPE ROD W/NUTG& VVA8HERS(TYP) LENGTH A8REQUIRED MECHANICAL JOINT TEE `--'Y4" 90' THREADED EYE BOLTS W/NUTS PIPE BELL RESTRAINT SOCKET CLAMP WITH SOCKET CLAMP VVASHERS[TYPj MECHANICAL JOINT PLUG (GEENOTE#2) AA PLAN NOTES.' SECTION "A -A" 1|NLIEU OFBELURODRESTRAINTS, MECHANICAL JOINT RESTRAINTS MAYBE USED. 2. LOCATING WIRE REQUIRED, UTILIZING ALOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 3. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT. IF POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. PLUGGED DEADEhJD USING MECHANICAL RESTRAINTS CONNECT WIRE TOGETHER WITH ELECTRICAL WIRE NUT. PROVIDE 12" PIG TAIL VALVE BOX DUCTTAPEDR ----` ZIPPER TYPE PLASTIC TIE STRAPS INSTALL CO -POLYMER METER BOX WITH HEAVY-DUTY |RDNLID (PAINT TOP {}F LID) (POSITION BOX PARALLEL WITH MAIN) PROVIDE 3"THICK- GRAVEL BOTTOM 2'PVC RISER PIPE DUCT TAPE {}R ---- ZIPPER TYPE PLASTIC TIE STRAPS WIRE ENTRANCE INTO BOX (SEE NOTE 1) LOCATE WIRE WATER MAIN CONNECT WIRES TOGETHER WITH ELECTRICAL WIRE NUT. (PROVIDE 12'LONG PIGTAIL ENDS) LOCATING WIRE (ROUTED )NPIPE) WATER MAIN NOTES. - 1) LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6"PVC RISER PIPE (SEE W-18). OTE8�1)LOCATEVNRESHALLENTERTHEVALVE8QKTHROUGHA'V'CUT|NTHE{y'PVCR|8ERP/PE(SEEW-18). LOCATE ��� ���.,'� ."..~����^^ 0 + z x Ill < 0U-1 _j CO0- m � No. 41215 � _j m � U 1 — �LIJ� �� � < ILLI � co �O � 'of u m 12f u (Lm � � � u �� � 0 F- w _ C) 0 0 ���� �� z m u c� � Kffp Ow�- -� 10' MAX. 475 MAX 475'MAX (NOTE 4) / (NOTE 4) LOCATE �������y� NOTES: -- —' ' ' ^- WIRE ^^- ~~ ' °^ ' �-'"' 1 LOCATING WIRE TD BE INSTALLED IN EITHER THE ONE (}R E LEVEN O'CLOCK POSITION DNALL PVC (PRESSURE MAINS). 2. SECURE LOCATING WIRE TO PVC WATER MAIN BY USE OF DUCT PE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED ATA MAXIMUM DISTANCE OF TEN (1[y)AND AT EACH SIDE OF BELL JOINT OR FITTING. 3. THE ENTIRE LOCATING SYSTEM SHALL BESUBJECTED T]TEST �NGTJ DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESSAPPROVED OTHERWISE BY TOWN OF CROSS CITY. ' 4. LOCATING WIRE SHALL TERMINATE WITHIN AN A (WITH AVALVE) ORA METER BOX (IF NO VALVE )AT475' /NTER\A\LS WIRE CONNECTIONS BELOW GROUND (OUTSIDE {)FA BOX) SHALL BE�AVOIDED, 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND. UF RATED (DIRECT BURIAL), C[)PPERVNREVV|TH 30 MIL (MIN.) INSULATION WITH EITHER VVH|TEOR YELLOVVC(}LOR. � 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. 7. 'C6" INDICATES AWIRE PIG -TAIL (12" LONG) � LOCATE E W]RE CONSTRUCTION FOR WATER SYSTEM e MECHANICAL JOINT TEE' ROUTE LOCATE WIRE )N VALVE BOX (SEE K8ECHANICALJOINT VAL STUB OUT LENGTH SHALL BE 2OLF.(M/NjWITH JOINT RESTRAINTS Y4"THREADED STEEL ROD W/NUT&LOCK VVASHER8- (TYP)(LENGTH AGREQ'D PLUG ANCHOR STRAP LOCATE WIRE (TO BOX) C, PIPE ROD W/NUTG& VVA8HERS(TYP) LENGTH A8REQUIRED MECHANICAL JOINT TEE `--'Y4" 90' THREADED EYE BOLTS W/NUTS PIPE BELL RESTRAINT SOCKET CLAMP WITH SOCKET CLAMP VVASHERS[TYPj MECHANICAL JOINT PLUG (GEENOTE#2) AA PLAN NOTES.' SECTION "A -A" 1|NLIEU OFBELURODRESTRAINTS, MECHANICAL JOINT RESTRAINTS MAYBE USED. 2. LOCATING WIRE REQUIRED, UTILIZING ALOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 3. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT. IF POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. PLUGGED DEADEhJD USING MECHANICAL RESTRAINTS CONNECT WIRE TOGETHER WITH ELECTRICAL WIRE NUT. PROVIDE 12" PIG TAIL VALVE BOX DUCTTAPEDR ----` ZIPPER TYPE PLASTIC TIE STRAPS INSTALL CO -POLYMER METER BOX WITH HEAVY-DUTY |RDNLID (PAINT TOP {}F LID) (POSITION BOX PARALLEL WITH MAIN) PROVIDE 3"THICK- GRAVEL BOTTOM 2'PVC RISER PIPE DUCT TAPE {}R ---- ZIPPER TYPE PLASTIC TIE STRAPS WIRE ENTRANCE INTO BOX (SEE NOTE 1) LOCATE WIRE WATER MAIN CONNECT WIRES TOGETHER WITH ELECTRICAL WIRE NUT. (PROVIDE 12'LONG PIGTAIL ENDS) LOCATING WIRE (ROUTED )NPIPE) WATER MAIN NOTES. - 1) LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6"PVC RISER PIPE (SEE W-18). OTE8�1)LOCATEVNRESHALLENTERTHEVALVE8QKTHROUGHA'V'CUT|NTHE{y'PVCR|8ERP/PE(SEEW-18). LOCATE ��� ���.,'� ."..~����^^ � ;<- 5 mt 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEETTITLE MISCELLANEOUS ANEOUUS DETAUKS No. 41215 STATE OF REVISICIN/ISSUE DATE � ;<- 5 mt 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEETTITLE MISCELLANEOUS ANEOUUS DETAUKS CD �J PRECAST MANHOLE d BASE MANHOLE INVERT FILL VOID AREAS WITH NON -SHRINK GROUT a C SEWER PIPE `—PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE (FOR EXISTING AND NEW M/H CONSTRUCTION) NOTE: ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE SHALL BE BETWEEN 135'- 2250 UNLESS APPROVED OTHERWISE BY ENGINEER. FLOW GRAVITY EFFLUENT 'FORCE MAIN (INFLUENT) FORM CONCRETE CHANNELS TO FORM EASY FLOW CURVES 6 FLOW GRAVITY INFLUENT .a. PLAN (-,ATP VAI VF (A" UlKh SECTION TYPICAL FORCE MAIN CONNECTION TO MANHOLE A"Lli)-r, — I Q �Ew 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT SHEET 17002 DATE M4.3 APRIL 2018 SCALE AS NOTED ©COPYRIGHT 2017 BY: WET ENGINEERING, INC. '°Y ••� �i �� ••�C EIVsF7 No. 41215 wr STATE OFOR • '';' S� SAL LICENSE # 41215 REGISTERED ENGINEER N® REVISION/ISSUE DATE �Ew 4337 PABLO OAKS CT., SUITE #101 JACKSONVILLE, FL 32224 PH 904-223-9773 FX 866-832-9236 www.wetengineering.net FL Certificate of Authority No. 28177 PROJECT NAME PUMP STATION CONSTRUCTION PLANS FLEET LANDING SHEET TITLE MISCELLANEOUS DETAILS DESIGNED BY WTS DRAWN BY MAC CHECKED BY WTS PROJECT SHEET 17002 DATE M4.3 APRIL 2018 SCALE AS NOTED ©COPYRIGHT 2017 BY: WET ENGINEERING, INC. '°Y