R/W LINE PLAN R/W LINE TERMINAL DEPTH AS REQUIRED FOR HOUSE SERVICE (18" MIN.) 6" MINIMUM

Transcription

1 "DOWNSTREAM" LOT LINE 5' MIN R/W LINE AS REQUIRED CLEANOUT "Y" FITTING 30 BEND REMOVABLE STOPPER SET IN JOINT COMPOUND 12 GA. SOLID COPPER TRACING WIRE [GREEN] THREADED PVC CAP (BRASS IN ROADWAY) PLAN SEWER MAIN SIZE VARIES CONCRETE COLLAR SEE NOTE 2 R/W LINE EXTEND TRACING WIRE UP THROUGH C/O PAD NOTES: TERMINAL DEPTH AS REQUIRED FOR HOUSE SERVICE (18" MIN.) 6" MINIMUM 1. SERVICE CONNECTION DETAILS ARE BASED ON PVC PIPE AND FITTINGS, MODIFY FOR OTHER APPROVED ROTATE 30 TYPES OF PIPE. (TYPICAL) 2. SEWER CLEAN-OUTS NOT IN PAVEMENT SHALL HAVE CONCRETE COLLAR 18"x18"x4" OR 16"DIA. X 4" AROUND SEWER MAIN THEIR TOPS AND MUST BE INSTALLED AND ADJUSTEDSIZE VARIES TO FINISHED GRADE AT THE RIGHT-OF-WAY/PROPERTY LINE. 3. ALL PVC TO CLAY SERVICE CONNECTIONS UNDER LOAD BEARING SURFACES SHALL USE DFW NON-SHEAR FERNCO TYPE CONNECTORS OR PROFILE APPROVED EQUAL FITTINGS ARE PROHIBITTED. MINIUMUM 6" SPOOL BETWEEN 45 FITTINGS. 5. DOUBLE SERVICE CONNECTIONS ARE PERMITTED, MINIMUM 6" PIPE REQUIRED. 6. CLEANOUTS IN SIDEWALKS SHALL BE HOUSED IN METER BOX. TRACING WIRE SS001-1 TYPICAL SEWER CONNECTION

2 FRAME AND COVER "CITY OF MT. DORA" "SANITARY" FINISH GRADE D C COURSES OF BRICK OR CONC. ADJUSTING RINGS (5 MAX.) 2 COATS (8 MIL EA) COAL TAR EPOXY, INTERIOR & JOINTS E B ECCENTRIC CONICAL SECTION FLEX CONNECTOR A PRE-CAST CONC. CONC. FILL BENCHING F 9" MIN. No. 89 CRUSHED STONE 1. PRE-CAST CONCRETE SHALL BE TYPE 2 CEMENT (4,000 PSI). 2. LIFT HOLES NOT PERMITTED THROUGH PRE-CAST SECTIONS. 3. ALL OPENINGS SHALL BE SEALED WITH NON-SHRINK GROUT. 4. INSTALL FLOW CHANNEL INSIDE MANHOLES. 5. SERVICE LATERALS SHALL GENERALLY NOT BE PERMITTED DIRECTLY INTO MANHOLES. (SEE SS03-1) 6. WRAP JOINTS WITH RUBBER TAR BASED WRAP. 7. REINFORCING STEEL PER ASTM C478-88A. 8. PROVIDE 5' X 5' X CONCRETE COLLAR AROUND COVER FRAME, WITH 4 - #4 REBAR E.W. IN UNPAVED AREAS. MH DEPTH A B C D E F UP TO 12' 48" 8" 24.5" 15" AS REQ'D 8" 12' TO 18'* 18' AND DEEPER 60" 72" 8" 8" 24.5" 24.5" 15" 15" AS REQ'D AS REQ'D 10" 14" MANHOLE SIZE UP TO 24" PIPE48" MANHOLE UP TO 36" PIPE60" MANHOLE OVER 36" PIPE72" MANHOLE *MIN MANHOLE SIZE FOR FORCEMAIN CONNECTION SS002-1 STANDARD MANHOLE DETAIL

3 MANHOLE TO BE FIBERGLASS LINED FLANGED 90 ELBOW AND SPOOL PIECE W/ S.S. BOLTS FORCE MAIN STAINLESS STEEL RESTRAINTS CONSTRUCT TROUGH TO MATCH EXISTING FLOW LINE MANHOLE INVERT TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP PRE-CAST MANHOLE WALL PIPE DIAMETER x 2 FORCE MAIN CONNECTION ALTERNATE CONNECTION MANHOLE WALL TEE NOTES: INLET CONNECTION AS REQUIRED MANHOLE INVERT 2" 1. PENETRATION TO EXISTING MANHOLES SHALL BE CORE BORED 2. DROP CONNECTION SHALL BE DROP CONNECTION REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL PRE-CAST MANHOLE WALL 3. ANY MANHOLE WITH PIPES ENTERING AT 45 OR GREATER TO THE FLOW STAINLESS STEEL BAND LINE EXTENDED AND/OR WITH A OR RETAINING COLLAR DROP EQUAL TO OR GREATER THAN FILL WITH GROUT THE SMALLEST ENTERING PIPE DIAMETER SHALL BE FIBERGLASS LINED. MANHOLE INVERT 4. ANY MANHOLE DIRECTLY RECEIVING A FORCE MAIN MUST BE HDPE OR FIBERGLASS LINED. 5. MANHOLE WILL BE MINIMUM 60" DIAMETER. 6" INFLUENT SEWER CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE 90 BEND SHELF TO BE INTEGRAL WITH PRE-CAST BASE TYPICAL CONNECTION STAINLESS STEEL PIPE CLAMP PVC OR DIP RESILIENT CONNECTOR SS003-1 TYPICAL MANHOLE CONNECTIONS

4 NOTES: 1. ALL MOUNTING HARDWARE, FASTENERS, PIPING, VALVES, AND OTHER ITEMS WITHIN VAULT SHALL BE STAI STEEL, UNLESS SPECIFIED OR NOTED BY OTHERS. 2. LOCATION OF VAULT MAY BE DIRECTLY OVER MAIN IF CONDITIONS ALLOW. 3. RECOMMENDED OPENING TO BE CORED AFTER INSTALLATION. 4. ONLY ARI MODEL D-025 COMBINATION AIR VALVE FOR SEWAGE SHORT VERSION 2" THREADED / STAINLESS 250 PSI WORKING PRESSURE - TESTED TO 350 PSI OR EQUAL SHALL BE USED. SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL BY THE CITY ENGINEER AND CHIEF LIFT STATION OPERATOR. 30" x 30" TYPE CPS ALUMINUM HATCH WITH "AIR" CAST IN LID. H-20 LOAD RATING REQUIRED IF IN PAVEMENT. AS REQUIRED FOR GRADE 4' DIA. PRE-CAST CONCRETE VAULT WALLS & TOP SLAB 2" AIR RELEASE VALVE 2" S.S. BALL VALVE AS REQUIRED (MAX. 4') GROUT FILL 6" CURB S.S. STRAP S.S. BLOW OFF VALVE 2 #4 BARS APPLY 2 COATS CARBOLINE 300M TO INTERIOR CONCRE SURFACES AND HATCH. 8 DFT PER COAT MIN. MODULAR CASING SEAL AND S.S. WALL SLEEVE (SEE NOTE 3.) 2" POLY. PIPE, SLOPED UP TO AIR RELEASE VALVE 2" SERVICE SADDLE WITH S.S. STRAPS 10" DIA x 4" DEEP SUMP, SLOPE FLOOR TO SUMP FOUNDATION STABILIZATION WITH CRUSHED STONE 2" PLUG VALVES SHALL BE DEZURIK SERIES 100 (TYPICAL FOR ALL ASSEMBLY PLUG VALVES) SECTION VIEW FORCE MAIN 4' DIA PRE-CAST CONCRETE MODULAR CASING SEAL S.S. WALL SLEEVE 2" PLUG VALVE FORCE MAIN 2" S.S. BALL VALVE 2" S.S. STREET ELBOW 2" SERVICE SADDLE WITH S.S. STRAPS PLAN VIEW SLOPE SLOPE 10" 10" 8" AIR RELEASE VALVE ASSEMBLY SS " DIA x 4" DEEP SUMP, SLOPE FLOOR TO SUMP HATCH ABOVE OUTLINE OF ACCESS 2" AIR RELEASE VALVE

5 POLYETHYLENE ENCLOSURE BY WATER PLUS CORP. OR EQUAL STAKE AND STRAP FINISHED GRADE 6"(MIN.) 2" AIR RELEASE VALVE ARI MODEL D-26 OR APPROVED EQUAL S.S. BLOW OFF VALVE 2" BALL VALVE 6" BEDDING ROCK 2" PVC CASING THRU CONCRETE 2" POLY 2" MIPxMIP CORPORATION FITTINGS AND PIPE FOR AIR RELEASE VALVES SHALL BE BRASS 6" BEDDING ROCK NOTES: 1. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 3.0 FEET WRAP AROUND S/S FULL BODY SADDLE. PIPE INSTALLATION SHALL BE SUCH THAT THE ARV IS LOCATED AT THE HIGHEST POINT IN THE FORCE MAIN SEGMENT. NOT TO SCALE ABOVE GRADE AIR RELEASE VALVE FOR FORCE MAIN SS005-2

6 3" GALVANIZED PIPE (SCH. 80) POWER DISCONNECT GALVANIZED PIPE CAP (TYP.) 1-1/2" MIN. STAINLESS STEEL MOUNTING BRACKET CONTROL PANEL METER BASE WITH BY-PASS 36" SEAL OFF (EYSR) MOTOR CONDUCTOR CONDUIT 2" SCH. 80 PVC (SEE NOTE 2) ENCASED IN CONCRETE CONTROL CONDUIT 2" SCH. 80 PVC 24" MIN. 48" MIN. 24" INCOMING POWER SWEEP ELBOWS 25 OHM MAX. GROUND RODS (2 EACH) (10' APART) NOTES: DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480 VOLT SUPPLY BUT SHALL HAVE A MEANS OF DISCONNECT AFTER THE METER. WHEN TWO (2) SEPARATE CONDUCTOR-TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3". POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 6" PUMP STATION CONTROL PANEL SS006-1A INSTALLATION DETAIL

7 4" OF BEDDING ROCK WITH LANDSCAPE FABRIC UNDER ROCK CHAIN LINK FENCE MINIMUM OF 40'X40' VALVE VAULT R/W 5' (MIN.) C/L 5' (MIN.) 25' (MIN.) 5' (MIN.) 5' (MIN.) 24" CURB STOP IN METER BOX PUBLIC R/W 24" MIN 10' WIDE 6" THICK REINFORCED CONCRETE LIMITS OF SITE TO BE DEDICATED TO THE CITY OF MT. DORA LIMITS OF UTILITY EASEMENT 5' (MIN.) CONTROL PANEL (SEE DETAILS) HOSE BIB NEXT TO WET WELL + 2" FIRE HO ADAPTER HOSE BIB (ALTERNATE LOCATION) WET WELL REDUCED PRESSURE BACKFLOW PREVENTER RPZ WATER METER (2") CURB STOP 2-7' SWING GATE WYE MINIMUM 2" WATER SERVICE NOTE: FENCE PERIMETER DIMENSIONS SHALL BE INCREASED AN ADDITIONAL FOOT FOR EVERY FOOT THAT THE BOTTOM OF THE WET WELL EXCEEDS 10 FOOT IN DEPTH. ENGINEER SHALL PROVIDE A SCALED (1" - 20' MIN.) SITE SPECIFIC DETAIL SS007-1 PUMP STATION SITE PLAN

8 FL TS G F3 N PAPAPA LA MCT 480/120 F4 DRB MCB ECB INTERLOCK TAC PACK TCU TVSS BRKR CCB MB 1 MB 2 30A MIN 3 PH TVSS MS 1 MS 2 PAA F2 CT F1 OL1 OL2 RTS NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY POINT TERMINAL BLOCK REQUIRED FOR TELEMTRY CONNECTION. DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT SS008-1

9 OUTER DOOR REMOVED TO SHOW DEADFRONT L NEMA TYPE 4X 304 SS ENCLOSURE WITH CONT. H ALL HARDWARE STAINLESS STEEL TYPICAL, ACTUAL LAYOUT MAY VARY WITH LAYOU 3 PT. LATCH (NOT SHOWN) NOTES: TCU 230V/3PH 1. OUTER BOX SHALL BE A MINIMUM OF 24"W X 36"H X 10"D OR AS APPROVED BY CITY. 2. FOR STATIONS WITH PUMPS RATED-20 HP OR GREATER OUTER BOX SIZE SHALL BE 30"W X 42"H X 10"D AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47HP AND SUBMITTED TO THE CITY FOR APPROVAL. (SEE NOTE 6) 4. GENERATOR RECEPTACLE IS ALWAYS REQUIRED REGARDLESS OF WHETHER A PERMANENT STANDBY GENERATOR IS LOCATED ON THE SITE. 5. TELEMETRY AND STANDBY GENERATOR REQUIRED FOR ALL CITY DEDICATED LIFT STATIONS. REFERENCE CITY LDC & ANY LIFT STATION DEDICATED TO THE CITY THAT IS 50HP OR LARGER SHALL BE SUPPLIED WITH SOFT STARTERS & BYPASS CAPABILITY. 7. REQUIRES INSTALLATION OF 2-ELECTRIC TIME METERS - NON-RESETTABLE. DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT SS008-1B

10 COAX CABLE RTC400 GALVANIZED PIPE CAP BAND-IT S.S TIE WRAPS YAGI ANTENNA 21'X1-1/4" SCH40 GALVANIZED POLE 21'-0" TOWER MAST 21' POLE REF. GROUND CLAMP #6 COPPER GROUN WIRE UNBROKEN 8" S.S. NUT 3 8" S.S. BOLT NUT SLEEVE BOTTOM OF TOWER NECK DETAIL #1 POLE SWIVEL BOLT SIDE VIEW 3 TEARDROP GROUND LUG 1" X 6" PVC GROUND ROD RE NIPPLE BONDED TO CONTROL PANEL DETAIL #2 GROUND GRID GROUNDING DETAIL DETAIL #1 ENCLOSURE SHOWN IS OPTIONAL PER OWNER SPECIFICATIONS SECTION A-A GROUND LEVEL 2' SQ. CONCRETE BASE TOWER SECTION ROHN 20G DETAIL #2 2'-0" 10' X 8" 5 COPPER0'-6" GROUND ROD 3'-0" 0'-6" SECTION A-A MIN. 1" PVC PIPE TO BOTTOM OF PUMP CONTROL PANEL TOWER AXIS AND PIER 1"X6" PVC NIPPLE NOTES: 1. COAX CONNECTIONS SHALL BE ENCASED IN ALPHA TYPE FIT HEAT SHRINK TUBING. 2. ALL DIMENSIONS IN FEET ARE ±6". ALL DIMENSIONS IN FEET-INCH ARE ±2". 3. CONTRACTORS SHALL VERIFY WIND LOAD REQUIREMENTS. P.E. CERTIFICATION REQ'D. 4. REQUIRES TWO GROUND RODS A MINIMUM OF 10' APART. RTU TOWER (125 MPH WIND) SS009-1

11 MIN. 24" DIA. x 4" THICK CONC. PAD TYP. EACH VALVE BOX. THICKNESS SHALL BE 6" MINIMUM FOR VALVES IN ROADWAYS OR TRAFFIC AREAS. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D (SEE NOTE 1) SIZE OF VALVE TYPE OF VALVE SERVICE DIRECTION & NO. OF TURNS TO OPEN VALVE BOX AND COVER (TYP.) 2500 P.S.I. CONCRETE MIN. 4" 10 PV SEWER L-20 4" 2" MIN. SEWER TRACER WIRE #4 BARS ALL AROUND 4"or 6" 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. ANCHORS 2" 1. NOTES: BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES NOT TO SCALE VALVE COLLAR SS010-1

12 4" 0 PVC WITH RECESSED SQUARE NUT IN BRASS LID. EXTENDED MINIMUM 24" BELOW GRADE DEPTH OF COVER VARIES 36" MIN. 4" MIN. CAST IRON ADJUSTABLE VALVE BOX 6" C-900, DR-18, P.V.C. (6" D.I. REQ. IN TRAFFIC AREAS) LENGTH AS REQ. WHEN VALVE BOX IS TO BE INSTALLED IN ROADWAY OR OTHER TRAFFIC AREAS, SET VALVE BOX ON FOUR (4) SOLID COMMON BRICKS 8"MIN. MATCH EXISTING GROUND COVER TO BE LETTERED WITH THE WORD SEWER 3" BRONZE VALVE MARKER ANCHORED IN CONCRETE PAD STAMMPED AS REQUIRED (ALL VALVES) 12 GA COPPER ARMOURED POLYGUARD WIRE CONCRETE COLLAR #4 BAR ALL AROUND MIN. 24" ROUND x4" THICK, THICKNESS SHALL BE 6" MINIMUM FOR VALVES IN ROADWAYS OR TRAFFIC AREAS. EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH. BOX SHALL NOT REST ON PIPE. LOCATING WIRE FORCE MAIN MECHANICAL JOINTS TO CONFORM TO AWWA CIII CRUSHED CONCRETE SUPPORT NOT TO SCALE PLUG VALVE & BOX SS0011-1

13 FINISH GRADE 18" MIN. CAST IRON CLEAN-OUT FRAME W/ THREADED HOLLOW SQUARE HEAD BRASS PLUG OPENING TO MATCH PIPE I.D. TROWEL FINISH 45 ELL 6" 6" 6"OR 8"PVC SDR35 MIN. MIN. 6" 45 ELL SEWER NOT TO SCALE TRUNK LINE CLEAN-OUT SS015-1

14 ESMT LINE SINGLE HOUSE CONNECTION DOUBLE HOUSE CONNECTION ESMT LINE LOT LINE 4' 6" PLUG 4" PVC WYE MAIN SIZE x 6" WYE 4" PVC SINGLE SANITARY SEWER LATERAL CONCRETE ENCASEMENT SEWER MAIN ( SIZE PER PLANS ) REMOVABLE STOPPER SET IN JOINT COMPOUND PLAN 6" PVC DOUBLE SANITARY SEWER LATERAL 6"x4" PVC DOUBLE WYE BOTH 4" BROUGHT UP TO GRADE 4' 4' LOT LINE 6" PLUG (MIN.) 30.00' TERMINAL DEPTH AS REQUIRED TYPE "A" & "B" LOT GRADING (DEPTH-4') TYPE "C" LOT GRADING (DEPTH AS REQ. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES 30.00' (MIN.) (TYP.) (TYP.) SOLVENT WELDED CAP (TYP.) 4" PLUG 4" PVC WYE SLOPE TO TERMINAL DEPTH AT 1.00% MINIMUM ROTATE 30 TYPICAL 6"x4" WYE FOR SINGLE CONNECTION ESMT LINE 45 BEND OR 90 LONG RADIUS SWEEP (TYP.) REMOVABLE STOPPER SET IN JOINT COMPOUND 4"x 45 6"x 45 ELBOW ELBOW CONCRETE ENCASEMENT PROFILE NOT TO SCALE 45 BEND OR 90 LONG RADIUS SWEEP (TYP.) SLOPE TO TERMINAL DEPTH AT 1.00% MINIMUM 6"x6" SINGLE WYE BRANCH 6"x45 -SINGLE CONNECTION SEWER MAIN ( SIZE PER PLANS ) SEE PLAN AND PROFILES FOR VERTICAL AND HORIZONTAL SEWER LOCATIONS ESMT LINE 6" PLUG 6"x4" PVC DOUBLE WYE CHIMNEY CONNECTION ONLY WHEN APPROVED BY CITY ENGINEER SS016-1

15 AS REQUIRED RIGHT-OF-WAY SEWER MAIN PVC WYE IN SEWER MAIN 4" PVC WYE SOLVENT WELDED CAP 4' PROPERTY LINE 4" PVC- PIPE 4" PVC 45 BEND AS REQUIRED 4" PLUG * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES CROSS CURB WITH A "S" MARK IN CONCRETE. RIGHT-OF-WAY SOLVENT WELDED CAP (MIN.) COVERT TO CLEAN-OUT UPON FINAL CONNECTION TO CITY SYSTEM FINAL GRADE 18" MIN. SEWER MAIN 4" PVC WYE % MIN.SLOPE 4" PVC 45 BEND 4" PLUG DUAL 45 WITH 6" SEPERATION PVC WYE IN SEWER MAIN NOTE: 1. 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, MULTI-FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN. LATERAL. PVC SINGLE SERVICE 2. IN BACKLOT EASEMENTS, CONCRETE COLLAR NOT TO SCALE WITH REBAR REQUIRED, SINGLE & DOUBLE. SINGLE SANITARY SEWER SERVICE SS012-1

16 AS REQUIRED RIGHT-OF-WAY SEWER MAIN PVC WYE IN SEWER MAIN 6"x4" PVC DOUBLE WYE SOLVENT WELDED CAP 4' PROPERTY LINE 6" PVC- PIPE 6" PVC 45 BEND PLAN VIEW AS REQUIRED 6" PLUG 4' RIGHT-OF-WAY SOLVENT WELDED CAP (MIN.) * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES CROSS CURB WITH A "S" MARK IN CONCRETE. CONVERT TO CLEAN-OUT UPON FINAL CONNECTION TO CITY SYSTEM. FINAL GRADE 18" MIN. SEWER MAIN 6"x4" PVC DOUBLE WYE 6" PVC PIPE % MIN.SLOPE 6" PVC 45 BEND 6" PLUG DUAL 45 WITH 6" SEPERATION 6" PVC PIPE PVC WYE IN SEWER MAIN SIDE VIEW PVC DOUBLE SERVICE NOT TO SCALE NOTE: 1. IN BACKLOT EASEMENTS, CONCRETE COLLAR WITH REBAR REQUIRED, SINGLE & DOUBLE. DOUBLE SANITARY SEWER SS013-1 SERVICE

17 FRAME AND SOLID LID & NEENAH R-1974-A (ROUND) OR EQUAL TO PIPE O.D. 4" 2'-6" SQ. OR 30" DIA. 6" PAVEMENT OR GRADE CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC EXPANSION JOINT MATERIAL 3" TYP. 4" MIN. ENCASEMENT CONCRETE ENCASEMENT AS REQUIRED TO ENCASE FITTINGS AS SHOWN SAND BACKFILL EQUAL DIA. PIPE (8" I.D. MAX.) (1)2'-0" JOINT PLUG D/2=6" NOT TO SCALE UNDISTURBED SOIL GRAVITY CLEANOUT SS014-1

18 NEW PIPE NEW PIPE MEGAFLANGE MEGAFLANGE FLANGED PLUG VALVE FLANGED PLUG VALVE RESILIENT SEAT TAPPING GATE VALVE RESILIENT SEAT TAPPING GATE VALVE MJ TAPPING SLEEVE FULL BODY S/S EXISTING PIPE PLAN SECTION FORCE MAIN TAPPING SLEEVE AND VALVE SS017-1

19 LIFT STATION CITY FORCE MAIN VALVE VAULT FORCE MAIN PLUG VALVE PRIVATE LIFT STATION DETAIL SS018-1