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HomeMy WebLinkAbout2004-078 T Q � T j O wL.A. Fool ILL a ° TABLE OF CONTENTS I . GENERAL II . DETAIL DRAWINGS DRAWING NUMBERS W- 1 Location Detail (Valve and Fire Hydrant) W-2 Fire Hydrant Details W-3 2" Blow-Off W-4 Water Service W-5 Meter Box W-6 Temporary Sampling Point ( Bacteriological ) W-7 Flushing Connection W-8 Double-Detector Check Valve Assembly W-9 Backflow Preventer W- 10 Master Meter Combination Assembly W- 11 Reuse MeterNalve W- 11 (A) Reuse Pipe — Discharge Detail W-12 Temporary Jumper Detail W-12(A) Temporary Jumper Detail Notes WA2 (B ) Temporary Jumper Schedule S- 1 Standard Lateral (Shallow Sewer) S-2 Modified Riser Lateral (Deep Sewer) S-3 Standard Manhole Casting S4 Manhole Notes . _ - S-5 Manhole Standard Shallow S-6 Manhole Slab Top S-7 Manhole Standard Deep S-8 Manhole Type "A" Drop S-9 Manhole Type " B" Drop SA 0 Pipe Opening Detail SA 1 Manhole Effluent & Influent S- 12 Force Main Tie- ln S- 13 Typical Pumping Station (Plan ) SA4 Typical Pumping Station (Elevation ) S- 15 Typical Pumping Station ( Data Table & Notes ) S= 1 5 (A) Typical Pumping Station ( Detail Sheet) S- 16 Typical Pumping Station ( Electrical Details ) S- 17 Permanent Sewer Forcemain Meter Detail MA Trench Detail (Unpaved Easements) M-2 Trench Detail ( Paved Areas & Shoulders ) M-3 Restraining ( Schedule & Notes ) M-4 Utility Crossings M-5 Valve and Box M-6 Valve Box Pad M-7 Below Ground Air Release Valve Detail (Automatic WaterMastewater) M-8 Air Release Valve Detail 4" Above Ground (Automatic WaterMastewater) M-8 (A) Flanged Tee for Above Ground Air Release Valves M-9 Permanent Land Marker M- 10 Conflict Manhole M- 11 Jack and Bore (Blocking Detail ) M- 12 Casing Installation Details M- 13 Jack . and Bore (Casing Vent) M- 14 Trace Wire Details M- 15 As-Built Drawing ( Example ) M- 16 As-Built Requirements M- 1 6 (A) Construction/Route Survey Requirements M,, 1 6 ( B ) As-Built/Survey Requirements III . SPECIFICATIONS SECTIONS NUMBERS 1 , Water Mains — Ductile Iron Pipe 2 . Water Mains — Polyvinyl Chloride Pipe 3 , Water Services and Mains - Pressure Polyethylene Tubing and Pipe 4 , Sanitary Sewers Gravity — Ductile Iron Pipe 5 . Sanitary Sewers Gravity — Polyvinyl Chloride Pipe 6 . Wastewater and Reclaimed Water Force Mains — Ductile Iron Pipe 7 . Wastewater and Reclaimed Water Force Mains — Polyvinyl Chloride Pipe 8 , Submersible Wastewater Pumping Station 9 . Miscellaneous Valves and Appurtenances 10 . Testing and Inspection of Water Mains , Reclaimed Water Force Mains Wastewater Force Mains and Gravity Sewers 11 , General Design Data 12 . Procedures for Submittal , Permitting , and Acceptance of Private Development Projects 13 . Water and Wastewater Treatment Plants 14 . Approved Manufactures ' Products List IV. PERMIT APPLICATIONS & CHECK LIST A. Wastewater and/or Water Utilities Construction Permit Application Form B . Utilities Construction Check Lists C . Industrial Waste Permit Application From I - GENERAL I. GENERAL The Department of Utility Services has developed a minimum standard for water and wastewater utility installation within Indian River County, The Water and Wastewater Utility Standards, February 2004 edition, has been adopted by the County Commission and henceforth all water and wastewater utility installations within Indian River County shall be designed and built in accordance therewith. The minimum requirements provided herein may be modified on future developments upon approval of the Utility Director or the County Commission upon a finding that the public ' s health and safety is not adversely affected by such modifications . Any proposed modification to the minimum requirements must be substantiated by a Florida Registered Engineer' s certified study, which would indicate compliance with the intent of the minimum requirements as herein provided. The Department of Utility Services (Utility Department) reserves the right to impose additional field requirements not addressed herein, when in the opinion of the Utility Department, those requirements will improve the integrity of the utility system. II - DETAIL DRAWINGS REFLECTIVE MARKER R /W ( TYP ) Q 0 REFLECTIVE VALVES TO BE LOCATED MARKER OUTSIDE EDGE OF UNPAVED ROADS - ROAD - - + - ROAD MAXIMUM X MAIN UNDER DISTANCE CONSTRUCTION 12 ' F . H . x VALVES SHALL TYPICAL VALVE LOCATION BE LOCATED FOR UNPAVED ROADS ADJACENT TO TEE OR CROSS INDICATE DISTANCE FROM RIGHT OF WAY ( TYP ) REFLECTIVE MARKER NOTES 1 . VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM , 2. A MINIMUM COVER OF 36 " IS REQUIRED ABOVE BELL OF D . I . P . AND P . V. C. PIPE, 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED . 5, ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6 , ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS SHALL BE D . I . P . 7. REFLECTIVE MARKERS FOR : FIRE HYDRANT — BLUE WATER MAIN VALVE — WHITE FORCE MAIN VALVE — GREEN REUESE MAIN VALVE — PURPLE INDIAN RIVER COUNTY � AVER �p� DR HONG . LOCATION DETAIL DEPARTMENT of UTILITIES SERVICES ( VALVE AND FIRE HYDRANT ) V1/ — 1 .� � LORI sawing" mm FOUR HYDRANT GUARDS AS REQ ' D BY IRCDUS M . J . 6 " ANCHOR COUPLING SEE NOTE 1 ( BELOW) MEGA- LUG RESTRAINT \ / 90 ' \ / OR EQUAL ®� 45 GATE VALVE ANCHOR TEE FOR 6 MECHANICAL JOINT 6 " / / \ M . J . VARIES 6 " ( MIN ) PLAN VIEW WATER MAIN PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS GRADE -\ Itoo .. z � mIt I I eco 6 " GATE VALVE 6 DIP PIPE \/ /\ Fx zz� �Vi���i���%�����i���%. CONCRETE DIRECT ( ANCHOR OTYPE )TION 6 " ( MIN ) UNDISTURBED WATER MAIN ELEVATION SOIL NOTES 1 . HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO . BE PAINTED SAME AS HYDRANT. 2. q OF THE PUMPER CONNECTION SHALL BE 18" MIN , ABOVE THE OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, 4, COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 6 , ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M - 14. 8. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL, ALL NUTS SHALL BE STAINLESS STEEL. 9 . MAINTAIN 6 ' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE ( EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC. ) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7' - 6 " IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3- 5. .6 . g1VER DRAWING INDIAN RIVER COUNTY N0. DEPARTMENT of FIRE HYDRANT DETAILS UTILITIES SERVICES W - 2 LOR19� se nEmm saw GATE VALVE PLAN VIEW GRADE ROADWAY GRADE ( SWALE) 1 ( MIN ) VALVE 2 " LOCKING / BOX CURB STOP W/PVC PLUG APPROVED . METER BOX O ° 24" x18 " ( MIN ) ° , ° I 0 O � F-- 1 CUBIC FOOT COMPRESSION ° ° 3 /4" GRAVEL OR FITTINGS ° ° CRUSHED ROCK R . S . G . V. 0 2 " POLYETHYLENE ° o ° H O • ° O / O O RESTRAINED PLUG AM , JHORIZONTAL DISTANCE EQUAL 2" CORPORATION TO DEPTH OF COVER STOP ELEVATION NOTES 1 . BLOW- OFF TO BE LOCATED AT ALL DEAD END LINES , AS REQUIRED BY IRCDUS. 2, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS, 4, TRACE WIRE TO BE INSTALLED AS PER DETAIL M - 14, 5, LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. g1VER DRAWING INDIAN RIVER COUNTYNO, DEPARTMENT OF 2 " BLOW - OFF UTILITIES SERVICES W - 3 LORI�� s�eex acw METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT- OF- WAY UNLESS OTHERWISE DIRECTED BY IRCDUS APPROVED METER BOXES 90 ' ANGLE LOCKING CURB STOP SHALL BE POLYMER (TO ACCOMMODATE 5/8" x3/4" METER ) CONCRETE & FIBERGLASS z_ 2 " 4 PREPUNCHED J 1 " , l/" , OR 2" HOLE FOR TOUCHTONE CORP STOP METER LID w ROADWAY FINISH GRADE o 2'- 0" 2'- 0" w 2 " d / // , LLJ O 12 M ZIN LINE DUAL + — CHECK BY IRCDUS LONG SERVICE METER ( SEE NOTE 5) PVC CASING SLEEVE SHORT TRACE WIRE WATER MAIN SERVICE STAINLESS STEEL DOUBLE STRAP ELEVATION SERVICE SADDLE NOTES 1 . SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER , 2, ALL SERVICES REQUIRE 36 " MINIMUM COVER, 3, MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1 " , DUAL SERVICES SHALL BE A MINIMUM 1 - 1 /2 TRIPLE SERVICES SHALL BE A MINIMUM 2" AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS, 4. 1 " & 1 - 1 /2" LONG SERVICES REQUIRE A 2" MINIMUM I . D . CASING PIPE, 2" LONG SERVICES REQUIRE A 3" MINIMUM I . D . CASING PIPE, CASING PIPE SHALL BE SCHEDULE 40 P . V. C. 5, ALL METERS 2" OR SMALLER SHALL BE INSTALLED BY IRCDUS, REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2" . 6 , PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND /OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS, 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED , 8, TRACE WIRE TO BE INSTALLED AS PER DETAIL M - 16 . 9 . LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 10. ( 2) TWO PREPUNCHED HOLES REQUIRED FOR 2" METERS. gIVE� DRAWING INDIAN RIVER COUNTY �. No. DEPARTMENT OF A z WATER SERVICE W _ 4 UTILITIES SERVICES 1 - 1 /2 " POE LOCKING SERVICE LATERAL CURB STOPS METER BOX w ( METER NOT SHOWN ) 1 " P . E . SERVICE + r LATERAL 00 �` a'. 2 „ 0 co C BRASS COMPRESSION WYE . BRANCH 2 " IN LINE DUAL BRASS LOCKING CURB CHECK BY IRCDIll; jOOOOO Z STOP WITH INTEGRAL PLAN VIEW J METER COUPLING 2 " 0 PREPUNCHED CENTER HINGED OPENING HOLE FOR TOUCHTONE w ( 4 % " x7 " MIN ) W/STAINLESS STEEL PIN METER LID o METER ¢ Z PROPERTY LINE BOX ( SEE NOTE v N0 . 3 ) C%4 co 2 » M o lop ( MIN ) CUSTOMER •' ' PIPING ( BY OTHERS ) ELEVATION LOCATE MARKER BALL ( WATER ) NOTES 1 . METERS OVER 2" MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. 3, MINIMUM SIZE OF METER BOXES: 1 " SERVICE (12" X 18"); 1 - 1 /2" AND 2" SERVICE ( 17" X 28") . 4, METERS GREATER THAN 2" SHALL BE COMPOUND METERS. REFER TO APPROVED MANUFACTURERS PRODUCT LIST, 5, TRACE WIRE TO BE INSTALLED AS PER DETAIL M - 14. 6 . LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. NONEV INDIAN RIVER COUNTY �� �� DRNOOING DEPARTMENT OF r METER B 0 X UTILITIES SERVICES � � � W ----05 A CORP❑ RATION STOP SHALL BE INSTALLED WITH A LENGTH IOF 1 " COPPER TUBING EXTENDING ABOVE THE GROUND , THE TUBING SHALL BE INSTALLED WITH A 180 ° BEND , 1 " GATE VALVE 1 " COPPER TUBING iu . GRADE a LLJ E3 C ❑ RP ❑ RATION STOP WITH z PLUG WHEN ABANDONED xSERVICE ( W - 11 ( A ) - N ❑ TE 8 ) ., o cv) WATER MAIN ELEVATION NOTES i , TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS , v DRAWING INDIAN RIVER COUNTY �°� TEMPORARY SAMPLING P ❑ INT N ° � DEPARTMENT OF UTILITIES SERVICES ( BACTERI ❑ LOGICAL ) W - C FOR DETAILS OF LINE BEND & PIPE MAY FILLING SEE W - 11 ( A ) BE USED FOR FULL FLOW FLUSHING EXISTING MAIN + L\ NEW WATER MAIN EXISTING OR NEW LIMITS OF FLUSHING GATE VALVE ELEVATION N OTES 1. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS, ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. 20 A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING P ❑INT , THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P ,S . I , 3 . PROVIDE ALL NECESSARY THRUST BLOCKS AND / OR OTHER RESTRAINTS, 4 . INDIAN RIVER COUNTY UTILITY PERSONNEL , AFTER A MINIMUM OF A 48 HOUR NOTICE BY THE CONTRACTOR , SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. vDRAWING INDIAN RIVER COUNTY FLUSHING No, DEPARTMENT OF Q z UTILITIES SERVICES � CONNECTION W - 7 �LORII� griea�eoe 200 2 ' - 0 ' VARIES 2 - 0 • ,1 DOUBLE DETECTOR VICTAULIC CHECK VALVE COUPLING wl N Zi Arm CL , I Q o 0 w `I LOCKING CURB 0. % STOP VALVE 1 " CHECK VALVE cu LBY- PASS METER DETECTOR BYPASS 3gogg000 11 J CUSTOMER PLAN VIEW PIPING UTILITY PIPING TO DETECTOR CHECK VALVE PROPERTY LINE INLET GATE GATE VALVE VALVE W/ INDICATOR TIE RODS 90 ' BEND ( TYP ) ( TYP ) - - N � w 18" MINIMUM DISTANCE . . . .. . \ >0 -4 \ / / / 0 me go 0 -4 0 -4 0 -4 0 -4 / \/\\/\\/ \/\\/\/\� fog a j � ONCRETE SUPPORTS ( OR APPROVED BY IRCDUS) - - �- ELEVATION WATER MAIN NOTES 1 . ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN PROPERTY, DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND . 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. INDIAN RIVER COUNTY . � gzv �� D O U B L E - DETECTOR DRAWING N0, DEPARTMENT OF A z CHECK VALVE W - 8 UTILITIES SERVICES * *� ASSEMBLY �LORi�Q' sraweoe mw O � 0 W. M . FLOW REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES W. M . UNION �. X W. M . a N oo FINISH GRADE \//\\/,\\/,\\//\\,\\//\\// /\\,�\\, � r\ r\ r\ r, r\ r\ r� r\ r� r�r� r� r\ r� r�✓� r� r�r� r� r�r�r�r, r ELEVATION N OTES 1 , ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI — STORY, MULTI — FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3, APPROVED EQUALS HAVING FULL UL, USC, AND AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM , PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D. I . P . , AS APPROVED BY IRCDUS, 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1 ' - 0" ABOVE THE HIGH WATER LEVEL. 6 , PIPING 2- 1 /2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. Be ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL) , 9 . ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. giv DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF y BACKFLOW PREVENTER � n � _ UTILITIES SERVICES P*� y � 9 LORD gra mw LOW FLOW METER (IF REQUIRED) BACKFLOW PREVENTER MASTER- -\ 30" (MIN) CLEARANCE METER z I O (2) CORP STOP I djL .. L� ILl CNz > CONCRETE PAD BY-PASS (5) INLET GATE VALVES BACKFLOW 36' (MIN) PREVENTER CLEARANCE PLAN VIEW END OF IRCDUS RESPONSIBILITY START OF CUSTOMER RESPONSIBILITY I FLANGE X PE 90' FLANGED BEND (TYP) (REDUCING IF R'QD) I 3000 PSI CONCRETE SLAB LENGTH AS R'QD 12' (MIN) 12' SUPPORT (TYP) I ( 12 12 1 12' (MM) MIN \ //` // // // // //\//\ \//\// / / \ \ \ \\300 (MIN) \\ \\ \\ \\ \\ \ \ \ 6 MINS \\/\\/\\/ /\\�\\ .12 / 1I ( DIP � MEGA LUG I \ MJ 90' BEND (TYP) RESTRAINED JOINT PVC SW (2 RI PVC PW MEGA LUG 1 /2' PREFORMED JOINT BY-PASS NOT SHOWN FOR CLARITY MATERIAL TO BE PLACED ELEVATION OR P SLE �ND CONCRETE NOTES 1 . ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON , 2 , FIELD FABRICATED FLANGES ARE UNACCEPTABLE, 3 . DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS . 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER INSTALLATION . (SEE APPROVED MANUFACTURERS ' PRODUCT LIST) 5 . BY- PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. DRAWING INDIAN RIVER COUNTY �o� MASTER METER NO, DEPARTMENT OF Q 3 z UTILITIES SERVICES COMBINATION ASSEMBLY W - 1 `{�LORI�PY sorrafm IOU 21-6' (MIN) VARIES 2'- 6'(MIN) VARIES VARIES z 0 i N 1�+ - � � � rll ( - - rflj - - - - x99 Pljr � � 1 li , L -1 4 t c AL - - - - JIOL4L - -v V. L L JJ JJ 44 E JJJ LL J Z c� Is L \s O 1 (U PLAN VIEW RESTRAINED MAG METER 1 / 410 SAMPLE TAP W/ TOTALIZER ( NOTE 3 ) RESTRAINED PLUG VALVE 90 ' BEND (TYP) PLUG VALVE W /LIMITING SET-UP C * B x F TY AND ELECTRIC ACTUATOR WIRE (TO LEVEL GATE VALVE -EO SENSOR-METRITAPE) W /BOX GATE VALVE CONCRETE PAD nn W /BOX . + + CABLE CTD 4' (MIN) CONTROL w PANEL) E © EXISTING > GRADErd ( 2) 3 / 4 ' THREADED RODS FOR RESTRAINT (TYP ) PIPE (FLG x PE) CONTINUE DISCHARGE 90 ' BEND (TYP ) PIPING ( SEE W - 11A) CMJ x MJ) ELEVATION NOTES 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE ( 522C ) , 2, PROVIDE A PLACARD WITH THE WORDS ' RECLAIMED WATER IN USE . ' 3 , MAG METER SHALL BE LINKED TO IRCDUS RTU FOR REMOTE MONITORING BY IRCDUS • THE METER SHALL REPORT IN GALLONS PER MINUTE , PLUG VALVE SHALL BE REMOTELY ACTUATED VIA EXISTING IRCDUS RTU AND BY LEVEL SENSOR - METRITAPE IN LAKE , PLUG VALVE SHALL REPORT 'OPEN' OR ' CLOSED " POSITION . INTERGRATE ALL LOGIC WITH IRCDUS SCADA SYSTEM , 4 . ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST . VE INDIAN RIVER COUNTY �� R �� REUSE METER / VALVE DRNWOIO NG DEPARTMENT OF Q , . r z UTILITIES SERVICES ASSEMBLY DETAIL W - 11 �LORI�e' NAM aua FLOAT SWITCH CABLE (TO CONTROL PANEL ) WIRE (TO PLUG VALVE WITH ELECTRIC ACTUATOR) GRATING FLOAT SWITCH ( EMERGENCY EXISTING GRADE OVERFLOW CUTOFF ) - E ((D LEVEL SENSOR - MERTITAPE HIGH WATER LEVEL w LAKE OR POND INFL ❑ W PIPE 0z\/ v MI CORRUGATED ALUMINUM CUL VERT 2'x2' PREFAB CONCRETE-// ONCRETE CRUSHED STONE (LENGTH VARIES) BOX CULVERT ELEVATI ❑ N - STILLING WELL 45 ' BEND ( TYP ) REINFORCED CONCRETE PIER 45 ' BEND (RJ ) � DIP (TYP) —\ 4 EXISTING GRADE VARIES VARIES 45 ' HIGH WATER LEVEL CD o // : \//\\ \\j \\�\/ / IN /// /// � \ \X//\X//\�//\\ LAKE ❑ R POND CONTINUE DISCHARGE . :'; :. ;:•:: ' =" :: \\ / / / / / PIPING (SEE \ No 4 STRAP AROUND BEND CONCRETE THRUST BLOCK ELEVATI ❑ N - DISCHARGE PIPE NOTES 1 , ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE ( 522C ) , 2 , PR ❑ VIDE A PLACARD WITH THE WORDS ' RECLAIMED WATER IN USE, ' 3, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST , 4�vEh' INDIAN RIVER COUNTY �� REUSE PIPE DRAWING DEPARTMENT OF UTILITIES SERVICES *� DISCHARGE DETAIL W 11 LORD A PRESSURE. GAUGE ( SEE W- 12A 10 ) DOUBLE CHECK VALVE 2'' GATE 2 ' SCH 40 ' Tee ' VALVE ( TYP ) OR " Wye " ( TYP . ) 2 " METER LJ 2SADDLE �+ SERVICE EXISTING GRADE > z CORP STOP M ( NP ) DIRECTION OF FLOW TIE— IN VALVE TO BE CLOSED AND LOCKED 2 " SERVICE DOUBLE SADDLE SS ( TYP ) NEW WATER MAIN EXISTING WATER MAIN ELEVATION F� NOTES 1 . TIE- IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD . 2, ALL LINES TO BE FULL PIPE FLUSHED . 3, ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. WING gIVE� INDIAN RIVER COUNTY �� �� TEMP 0 R A R Y DRNOO, DEPARTMENT OF Q� y UTILITIES SERVICES JUMPER CABLE W - 12 �LORI�R' � mo+ NOTES . 1 . A temporary jumper connection is required at all connections between existing active water mains and proposed new water main improvements . 2 . The Temporary Jumper Detail (W - 12A) is to be used for filling any new water main of any size from the existing active water mains and for the flushing of new mains up to 6" diameter (2 . 5 FPS minimum velocity) and for pulling bacteriological samples from any new water main of any size . 3 . The jumper connection shall be maintained until after the filling , flushing , testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection ( FDEP ) and other pertinent agencies has been received . Adequate thrust blocking and/or restraints shall be provided temporarily, as required . 4 . Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in accordance with AWWA C651 , LATEST EDITION . The tapping sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing per section Two of AWWA C651 . The use of tablets is strictly prohibited . 5 . The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously after disinfection and until FDEP clearance letter is obtained . 6 . The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good working order at the time of installation , and provide documentation that the double check backflow prevention device has been tested in the last 12 months , and is in good working order one year from installation by a qualified backflow technician as approved by IRCDUS . 7 . Except as required to flush lines greater than 6 " diameter, the tie- in valve shall remain closed and shall be locked in the closed position by the utility company . The tie- in valve shall remain locked closed until the new system has been cleared for use by the FDEP and all other pertinent agencies . 8 . Upon receipt of clearance for use by FDEP and all other pertinent agencies , the Contractor shall remove the temporary jumper connection . The corporation stops are to be closed and plugged with 2" brass or PVC stops . 9 . All installation and maintenance of the temporary jumper connection and associated backflow prevention device , fittings , valves , etc. , shall be the responsibility of the Contractor. 10 . If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2 . 5 FPS velocity cannot be accomplished , the following procedure shall be utilized . a ) Install pressure gauges as indicated on Temporary Jumper Detail (W - 11 ) . b ) Open all downstream valves in the new system prior to flush . c) Flush new water main thru tie- in valve maintaining a 10 +/- PSI pressure differential between gauges during flush . d ) IRCDUS personnel , in the presence of the Engineer of Record shall operate tie- in valve to insure that the required pressure differential is maintained . Lrt INDIAN RIVER COUNTY VER TEMPORARY NON DEPARTMENT OF Q z JUMPER DETAIL W - 12 UTILITIES SERVICES N1 n T F ' TEMPORARY JUMPER SCHEDULE MAIN SIZE JUMPER SIZE 4 „ * 2 „ 6 " 4 " 8 " 6 » 8 " or LARGER 6 " NOTES 1 * WITH THE USE OF A 2" JUMPER , A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION . INDIAN RIVER COUNTY " TEMPORARY DRNOING DEPARTMENT OF y W - 12 UTILITIES SERVICES JUMPER SCHEDULE B 6 " CAP Z w J qOF ROAD CROWN J ELEVATION OF ROAD CL ? o v I p/ �\ \ \W a \ �\\ \ > /% Li O D_ d o N MINIMUM SLOPE �4" PER FT USE GREAIIttR SLOPE M WHERE POSSIBLE 6 " x4" WYE ( TURNED 900 DEPTH TO BE FOR CLARITY) ELEVATION MARKER BALL TAPED DETERMINED IN THE TO 6x4 WYE ( TYP ) FIELD AS REQUIRED TO AVOID UTILITIES ( TYP ) DOUBLE SERVICE SINGLE SERVICE TYPICAL 6 " TYPICAL STANDARD " Y" BRANCHES TO BE LOCATED IN THE FIELD - - w INSTALLED PLUG WRAP WITH I z ( TYP ) DETECTION TAPE 6 " w I a- PROPERTY BENDS AS a LINE ® REQUIRED 6 " COMMERCIAL ( 4" RESIDENTIAL) OF SEWER MAIN TO BE 6 " DOUBLE " Y" COMMERCIAL ON OF STREET UNLESS ( 6 " x4" " Y" RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS PLAN VIEW NOTE 1 . SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6 " IN DIAMETER , 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS, 3 . ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST, 4. MARKER BALLS TO BE TAPED TO 6 " x4" 24" BELOW FINISHED GRADE. 5 . HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO CONNECTION . V INDIAN RIVER COUNTY �� �o� STANDARD LATERAL DRNOOING DEPARTMENT OF Q z UTILITIES SERVICES *�' ( SHALLOW SEWER ) S - 1 6 " CLEANOUT W/CLEANOUT CAP ( TYP ) DEPTH TO BE DETERMINED IN THE 6 x4 WYE FIELD AS REQUIRED TO AVOID ( TURNED 90 UTILITIES ( TYP) OR CRARITY SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S- 1 ) w w Z OF ROAD CROWN M z ELEVATION OF ROAD �7_ I W Li o a [V i \ \ 77/7 o //%/7% \ \ \ \ 7 Lu r. iv o � �\/N\ \ TYPICAL TRENCH CONTOUR o � `~' DURING CONSTRUCTION M 6 " j BENDS AS REQ' D 6 "x30' LONG ��j' 3 /4" z / RADIUS BEND \�� GRAVEL CONTINUE GRAVEL BED C w ':," UNDER & PARALLEL TO o PIPE INTO UNDISTURBED i� SAND :: ; ; : %';: ' SOIL TO PROPERTY LINE DOUBLE SERVICE AS BED SHOWN ON STANDARD PIPE INVERT LATERAL DETAIL (S- 1 ) SAND EXCAVATION STANDARD "Y" BRANCH TO BE LOCATED IN FIELD MARKER BALL TAPED TO 6x4 WYE ( TV ) ELEVATION NOTES 1 , 3 /4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK , SAND BEDDING SHALL BE USED FOR EXCAVATION . IN SAND , 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6 " x4" 24" BELOW FINISHED GRADE. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO CONNECTION . V DR INDIAN RIVER COUNTY � �o� MODIFIED RISER LATERAL NWINGO DEPARTMENT OF UTILITIES SERVICES ��' ( DEEP SEWER ) S - 2 L0R1MARCH 2004 MANHOLE COVER - LETTERS TO BE MARKED " SANITARY SEWER " 22 - 3 4" " �� 2 ❑ COVER - SECTION ❑ ❑ 22- 15/16 " 20- 5 S" i 3' _ p" 7" CONCEALED WATERTIGHT PICKHOLE PLAN VIEW 24- 3 /4 WATERTIGHT BOOT 3' - o " RAIN GUARD FRAME - SECTION NOTES 1 . A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY. 2, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, VE�2 DRAWING INDIAN RIVER COUNTY STANDARD N0 , DEPARTMENT OF y UTILITIES SERVICES" MANHOLE CASTING S - 3 �LORI�Q' scrim= wos M ANHOLE NOTES 1 . REINFORCING AREA OF 0 . 20 SQ . IN . /FT, FOR WALL SECTION , MINIMUM TO MEET OR EXCEED A . S . T. M . A 185 . 2. ALL CEMENT TO BE TYPE I . 3 . ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3 , 000 P . S. I . TO MEET OR EXCEED A . S . T. M . C 478 , 4, BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2 , 500 P . S . I . FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL, 5 . CONCRETE MANHOLES TO HAVE A MIN . WALL THICKNESS OF 8 " . 6 . INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. ( KOPPERS 300 OR EQUAL) . 7 . CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T. V. CAMERA , 8 . ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD . 9 . BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED , 10 . CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING . THE CONTRACTOR SHALL TAKE POSITIVE ._ MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM . 11 , BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES , 12 . N0 , 40 BARS 9 " O . C . EACH WAY IN SLAB ( TOP AND BOTTOM ) . 13 , SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES : - 14 . 2 COURSES MINIMUM , 6 COURSES MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS , 15 , 3 /4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12 " SHALL BE PROVIDED AS REQUIRED BY IRCDUS . 16 , TRAFFIC BEARING LID ONLY. 17 . SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0 . 1 FEET FOR A CHANGE IN DIRECTION AND 0 . 05 FEET FOR A STRAIGHT RUN , 18 , A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME /COVERS , 19 . MATERIALS FOR LINING MANHOLES , WHERE REQUIRED , TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE . 1�7E INDIAN RIVER COUNTY g R ppm DR HONG DEPARTMENT OF MANHOLE NOTES S - 4 UTILITIES SERVICES �LORI�P avin�e mm MANHOLE FRAME FINISH GRADE AND COVER CONCENTRIC CONE 2 OURSEUNG SNGS MIN) X Z 6 COURSES (MAX)Q O SEE PIPE OPENING 24 3/4" =J U DETAIL ( S - 10 ) WIRES o V) to cn a N J W U SEE MANHOLE FILL CONCRETE � v EFFLUENT & OR BRICK W/TYPE I ; :i': ; + � '+ INFLUENT DETAIL CEMENT MORTAR PIPE INVERT $ „ 4' - 0 " ID $ „ 6 " 6 " 6 ' - 4" OD ELEVATION 4 /-1 SLOPE A SECTION A - A PLAN VIEW TO BE USED WHEN CUT CLASSIFICATION IS 6 ' - 0 " OR LESS NOTES 1 . SEE MANHOLE NOTES ON DRAWING NO. S- 4 2, SEE STANDARD MANHOLE CASTING DRAWING N0, S- 3 3 . SEE PIPE OPENING DETAIL DRAWING N0, S- 10 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 VE MANHOLE �i' DRAWING INDIAN RIVER COUNTY � � N0. DEPARTMENT OF Q .� z UTILITIES SERVICES *� STANDARD SHALLOW S - 5 �LORI�� sriorem xw i MANHOLE FRAME & COVER SEE MANHOLE EFFLUENT & INFLUENT DETAIL 0 0 0 0 0 0 A o00o A 0 0 0 ADDITIONAL REINFORCING BARS REQUIRED AT OPENING , SLAB TO TO BE . TRAFFIC BEARING . SUBMIT SHOP DRAWING FOR APPROVAL PLAN VIEW TRACE WIRE U=VEUNG RINGS GASKET —N... 8 .. 2 RSES MIN) Z 6 COURSES MAX) O I- L 241, ¢ U V) Q I r 4 ., „ w C v SEE PIPE OPENING 8 - 0 ID 8 > N DETAIL ( S - 10 ) 17 � U Q > 6 " MIN FILL CONCRETE 8 " OR BRICK W/TYPE I CEMENT MORTAR ELEVATION PIPE INVERT SECTION A — A TO BE USED WHEN CUT CLASSIFICATION IS 6 ' - 0 " OR LESS NOTES 1 . SEE MANHOLE NOTES ON DRAWING NO. S- 4. 2, SEE STANDARD MANHOLE CASTING DRAWING NO. S- 3 , 3, SEE PIPE OPENING DETAIL DRAWING NO, S- 10 , 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . INDIAN RIVER COUNTY ��' VER �� MANHOLE DR W NG DEPARTMENT OF y UTILITIES SERVICES SLAB TOP S - 6 �LORI�e' SOWIMM 2= MANHOLE FRAME & COVER CUT CLASSIFICATION HEIGHT I LEVEUNG RINGS w 2 COURSES SEE MANHOLE s Q COURSES MAX EFFLUENT & 24 3/4 < INFLUENT DETAIL w W Q w FLEXIBLE z PLASTIC z GASKET o 0 I p p ir 00 I I 0 8" 4'- 0" ID in OR 5 '- 0 " ID0 0 w w w SLOPE z 3 � q A 2" /FT TRACE WIRE 6 " MIN ( TYP ) PIPE INVERT FILL CONCRETE OR BRICK W/TYPE I SEE PIPE OPENING CEMENT MORTAR DETAIL ( S- 10) ELEVATION PLAN VIEW SECTION A - A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6 ' - 0 " NOTES 1 , SEE MANHOLE NOTES ON DRAWING NO. S- 4. 2 , SEE STANDARD MANHOLE CASTING DRAWING NO. S- 3, 3, SEE PIPE OPENING DETAIL DRAWING N0, S- 10, 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . 5, USE 5' - 0" I . D . MANHOLE AS DIRECTED BY THE IRCDUS. INDIAN RIVER COUNTY �� ZvER MANHOLE OBLONG DEPARTMENT OF UTILITIES SERVICES P*�- STANDARD DEEP S - 7 `�L0 1 SEPTEMM 2= SEE PIPE OPENING DETAIL ( S- 10) 8 " 4' - 0" ID8 " STANDARD " T" BRANCH PIPE INVERTCONCRETE 6 " ( MIN ) � w _ • COVER ALL AROUND 6 " ( MIN ) N o `� ( BY CONCRACTOR ) ( NP) o EFFLUENT & In 0 ' • I INFLUENT DETAIL +% . : ;ice • ' . . r • - : '• .' • •'1 . • � � • ; STANDARD LONG • . . . : : : :, . , . r _ I RADIUS ELBOW --t FILL CONCRETE -// ONCRETE 24*- J OR BRICK W/TYPE I EXTENDED SLAB CAST CEMENT MORTAR INTERGRAL WITH BASE ELEVATION f SECTION A - A _ SLOPE + _ + A 2" /FT A PLAN VIEW TO BE USED WHERE DROP IS 2 ' OR MORE NOTES 1 , SEE MANHOLE NOTES ON DRAWING N0, S- 4, 2. SEE PIPE OPENING DETAIL DRAWING NO . S- 10, 3, SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S- 11 . 4, SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE, 5 , SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. V � R DRAWING INDIAN RIVER COUNTY MANHOLE. � �pG N0. DEPARTMENT OF y 2 ) 22 UTILITIES SERVICES * � T Y P E A DROP S - 8 LORIS sur,Emmm mm $ " 4' ID $ „ PIPE INVERT DROP LESS THAN 24" + • 6 " ( MIN ) - • • - • - ( TYP ) SEE MANHOLE EFFLUENT SEE PIPE OPENING DETAIL ( S- 10 ) & INFLUENT DETAIL FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION SECTION A - A A w A o_ 0 (n N PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2 ' NOTES 1 , SEE MANHOLE NOTES ON DRAWING N0, S- 4, 2 . SEE PIPE OPENING DETAIL DRAWING N0, S- 10. 3 . SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . AVER MANHOLE DRAWING INDIAN RIVER COUNTY 4 No, DEPARTMENT OF UTILITIES SERVICES, *may TYP E B DROP s - 9 SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON - SHRINK GROUT, REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE ( FOR FIELD INSTALLATION ) PIPE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES H . P . ELEV, OF FILL CONCRETE TO BE SAME AS OD OF PIPE 2 " PER FOOT SLOPE e .d 6 " ( TYP ) A a. G e 3 " ( MINIMUM ) ELEVATION NOTES 1 . ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST. AVER DRAWING INDIAN RIVER COUNTY �� �pG NO. DEPARTMENT OF Q z PIPE OPENING DETAIL UTILITIES SERVICES * � S - 1 0 �LORI�Q' sr,oieo ,,,, SEE PIPE OPENING DETAIL ( S - 10 ) I I . .• ... / • • may / •�,� � : 3 /4" ROCK ( 20 ' UPSTREAM ) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH 3 /4" ROCK STAINLESS STEEL ACCESSORIES ( 20 ' DOWNSTREAM ) RETE OR BRICK W�TYPENCCEMENT MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE 1 • PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 3, 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE, � vE INDIAN RIVER COUNTY � � MANHOLE R � DRAWING DEPARTMENT OF z Y UTILITIES SERVICES - EFFLUENT �c I N FLUENT S - 11 % OR1 OP SUMER mm FINISH GRADE ASPHALT PAVEMENT /\\//\\//\\//\\ U FIBERGLASS LINER z v FORCE MAIN TRACE WIRE r) 4' - 0" ID GRAVITY SEWER STANDARD LONG DOWNSTREAM RADIUS ELBOW � INLET CUT HOLE ( USE + 6 " ( MIN ) NEOPRENE BOOT ( TYP ) TO SEAL) 6 " (M11IN ) T ELEVATION NOTES 1 , SEE MANHOLE NOTES ON DRAWING NO. S- 4. 2, SEE PIPE OPENING DETAIL DRAWING N0, S- 10, 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . 4, NO INSIDE DROP WILL BE ACCEPTED , 5, MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A STANDARD OF 16 , 000- POUND VERTICAL DYNAMIC WHEEL LOAD ( AASTHO H - 20) . FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 6 , ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DRAWING INDIAN RIVER COUNTY N0, DEPARTMENT OF o Z UTILITIES SERVICES FORCE MAIN TIE - IN S - 12 � � OR \ P SEPWUeQ ams ELECTRIC METER 1 /4 CU. YD. CONCRETE — DEPTH 2'- 0" EACH (2) 4`0 STAINLESS STEEL OR ALUMINUM 1 " WATER SERVICE LINE WITH REDUCED PRESSURE co SCHEDULE 40 SUPPORT POST (SEE S- 16) BACKFLOW PREVENTER AND WATER METER - - SCHEDULE 80 PVC CABLE CONDUITS � — — — i LOCATION OF CONTROL PANEL TO BE TO CONTROL PANEL (ENTIRE LENGTH) II APPROVED BY IRCDUS FOR POWER AND INSTRUMENTATION II l � HATCH 3—N0. 5 (2) 3/4" x 90' BEND HINGED SIDE HOSE BIBB HATCH HINGED SIDE SLOPE FILL GROUT 6w(MIN) — TO CENTER OF PIT — — GATE VALVE WITH BOX r - - - - - - - - - - - - .- I iv 4" CV 4 ' PV I I N z 4" WYE —_ _ _ n n w / .� III ( — —1 + _I t— -tt��% i I — I I 4, FLEX COUPLINGS 0 I G. . III / I I n n : I ' . . III / ( � t� ( — �c '�` �A� � I �j 4" DIP —� � r 0 � ❑ ❑ ` r U — I— j �( in FORCE MAIN J CV1` 4` x 45' BEND J 4" DIP VENT \ - ' � / I EMERGENCY PUMP OUT \ HATCH HINGED SIDE - NOTES NO. 5, 6 " OC 6n(MIN) 1 . SEE NOTES AND SECTIONAL ELEVATION DRAWING NO. S-14. EACH WAY— EACH FACE 2. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE DRAIWNG NO. S-15. 3. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. 2" PVC VALVE BOX DRAIN 4. ALL PIPING THROUGH WETWELL AND VALVE PIT SHALL BE APPROVED BY IRCDUS. INFLUENT PIPE 5. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. (DIP OR PVC C- 900) 4"x90' BENDS 6. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO ALL MAJOR PHASES OF PUMP STATION CONSTRUCTION. 7. ELECTRICAL CONTROL PANEL SHALL CONFORM TO PUMP MANUFACTURER$ k SCADA g SYSTEM REQUIREMENTS. E v Cf PLAN VIEW INDIAN RIVER COUNTY TYPICAL PUMPING STATION o > N.T.S. DEPARTMENT OF Z SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. UTILITIES SERVICES ( PLAN ) cA 0 SEE PROJECT DRAWINGS. SINGLE LEAF ACCESS DOOR — ELECTRIC CABLE HOLDER W/ STAINLESS STEEL W/STAINLESS STEEL HARDWARE _ HARDWARE AND STRESS RELIEF "CHINESE FINGER" 5'- 0"x 5'- 0" DOUBLE LEAF ACCESS DOOR 4" DIP VENT W/(2) DIP- 4'x 90' BENDS W/SAFETY CHAINS BOTH ENDS AND STAINLESS WITH STAINLESS STEEL INSECT SCREEN R'QD STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE OUTSIDE TO BE PAINTED 4"x1 " SS SUPPORT "J" HOOK ORIENTATION) SEE PLAN (SHOWN 90' FOR CLARITY) � � \ i 1 \`� SS UPPER GUIDE BRACKET W/SS BOLTS & A 6" CONCRETE PAD 2- N0. 5, T. & E. W/ 6` CONCRETE PAD GRADE ELEVATION GRAELEVATION 2" (MIN) 10» II N0. 3 AT 12" TYF'. \\�� �\ WET MALE DISCONNECT STAINLESS STEEL BRACKET AND I 8" 4` (TYP) ASSOCIATED HARDWARE TO WELL it 6'- 0" CONC OPENING NO, 4, 12"-DC VERT 4" COUPLER (BRONZE) SUPPORT PUMP POWER CABLES I 2'-O" 3'-0" 4" FLEX COUPLING GATE VALVE WITH BOX g i 4" DIA SPOOL PIECE CONCRETE 4" P.V. 0. 4 8"-DC HORZ SET PRECAST TOP SLAB OPENING 4'x90' BEND 4" C. V. ON 1 " NON - SHRINK, NON -METALLIC GROUT PUMP I —� "- — - - — — —� MOTOR —� - a a 'f 12" \j�j DISCHARGE PRECAST REINFORCED CONCRETE SS GUIDE RAILS BY I 1' / T�a= MANHOLE RISER SECTIONS I P \� PIPE 4' DIA t CONTRACTOR AS PER TRAP - 4" DIP OR PVC MANUFACTURED IN ACCORDANCE _ . PUMP EQUIPMENT I A ` ' " ' `. \\ o WITH ASTM C 475 ; , MANUFACTURES SHOP DRAWINGS NEOPRENE BOOT _ I Jo N0, 51 9 OC, EW., EF. (STAG) - \ 6" (MIN ) 3/4" STONE - - —�- - + - - BEV "B' I a COMPACT TO AROUND ALL STRUCTURES ( I 12" 1 '-4 6'-0"x 6'-0" 1 '- 4" 98% MAXIMUM I DENSITY o: INFLUENT PIPE g 2" PVC VALVE BOX DRAIN WITH P-TRAP LOCATED IN WETWELL. (DIP OR PVC C- 900) 8" ASLOPE FLOOR TO DRAIN (SHOWN 90" FOR CLARITY) (MIN) .' F DEV C. PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB AT 1 " PER FOOT `* OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY RUBBER SEAL, FILL JOINTS FELEV OD* W/GROUTELEV ,E, / NO. 4, 6" OC NOTES / STAINLESS STEEL BOLTS AND1 . SEE NOTES AND PLAN VIEW DRAWING NO. S-13. GROUT CORNERS OF WET - —� 16" / 16". ANCHORS FOR PUMP BASE ON 2. FOR DATA TABLE AND PUMP STATION GENERAL WELL (FULL CIRCLE) o / STAINLESS STEEL BASE PLATE HEIGHT 2'- 4" (TYP) I \\` E�LEv F� , ' // (SEE SECTION 8. 078) NOTES SEE DRAWING NO. S-15. 3. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. �a ELEV "G" /�\�/� ,\/ 4. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL NO. 4, 6" OC IN CENTER BY THE IRCDUS DUE TO BUOYANCY COMPENSATION OR z ;%/\/ (SEE PUMP STATION OTHER REQUIREMENTS. \/\ t . . . .: :. : .. :. ' : . — GENERAL NOTES FOR WET 5. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. " it3" WELL WALL REINFORCING) 6. USE ALUMINUM LIFTING BAILS. 7. GRINDER PUMPS SHALL BE A MAXIMUM OF 10.0 HP !Q UNLESS OTHERWISE APPROVED BY IRCDUS. tid 8. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO N0. 5, 6" OC, E.W., E.F. PUMP STATI COMPACT TO 6" (MIN) 3/4" STONE 9. ELECTRICALOCONTROL PA ELLNSHALL CONFORM TO PUMP 98% MAXIMUM 2' (MIN) 6'-0" (MINIMUM DIA) 2' (MIN) MANUFACTURER' k SCADA SYSTEM REQUIREMENTS. N DENSITY g ELEVATION TER INDIAN RIVER COUNTY cn SECTIONAL �o� TYPICAL PUMPING o STATION Z y N.LS DEPARTMENT OF v> o ::E SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. Z SEE PROJECT DRAWINGS. UTILITIES SERVICES ( ELEVATION ) a �L0 1 PUMP STATION GENERAL NOTES 1 . Contractor shall take necessary precautions against floatation of wet well until all back fill as in place . 2 . All concrete shall be class A-A (4 , 000 PSI for precast and 3 , 000 PSI for cast-in-place ) unless otherwise specified . 3 . Reinforcing steel shall be grade 60 fabricated and placed in accordance with ACI code splices and shall be six (6 ) times the bar diameter number size or 18 " minimum unless otherwise noted (STAG . SPL . , TYP ) . 4 . All backfill around the pump station site shall be FLOAT CONTROL SYSTEM compacted @ 98 % density, per T- 180 . PUMPING STATI ❑ N DATA TABLE 5 . Chamfer exposed concrete edges 3/4° (TYP ) . LIFT STATION NUMBER 6 . Wet well wall shall contain a minimum of . 022 sq PUMPING CAPACITY G.P.M. 00 PRIMARin/linearfoot reinforcement, each wayto to bottom . CONDITION P coNnmoN TOTAL HEAD Ct) FEET 00 7 . All piping at the pump station site shall be restrained . EFFICIENCY % 00 % 8 , All Pumps and Pumping Equipment — See IRCDUS INTER- PUMPING CAPACITY G.P.M. -- approved manufacturers ' product list. COT N TOTAL HEAD FEET -- EFFICIENCY % -- 9 . Stainless steel cable holder shall be located on PUMPING CAPACITY G.P.M. - - opposite side of wet well from the influent pipe . SECONDARY -- CONDITION TOTAL HEAD cm) FEET 10 . Bouyancy calculations shall be required for all pump EFFICIENCY % - - stations along with the required pump station cal MIN. SOLIDS PASS, IMPELLER INCHES 0' 11 . No uni -flange pipe connections allowed . PUMP MODEL NUMBER NO. 0000 - 0- 0' 12 . Maintain minimum of 6 " between any piping , fittings PUMP IMPELLER INCHES XX 00 etc . and precast concrete . PUMP SPEED (DESIGN) R .P. M . 0000 MOTOR ' NAMEPLATE H.P. H.P . 0 13 . Fiberglass liners shall be installed on all manholes MAX. PUMP BRAKE H.P. H.P . f 0. 0 receiving pumped sewage . MAX. NPSHR 2 SECONDARY FEET -- 14 . Pump station control panel shall be provided with MAX. MOTOR SPEED R.P , M. 000 0 appropriate lightning arrestor. Verify all driver grounds INITIAL INFLUENT �rePEAK G.P .M. 00 MIN. PUMP CYCLE TIME MINS. 00 per N . E . C . ALARM SIGNAL ON ELEV , ELEV.'A' 0.00 15 . An access drive shall be provided to all IRCDUS INFLUENT PIPE INV. ELEV. ELEv.'B' 0. 00 maintained lift stations . All access drives shall be a LAG PUMP ON ELEV , ELEWC' 0 . 00 LEAD PUMP ON ELEV . (+) ELEv'D' 0. 00 minimum of 12 ' wide . If fence is installed , gate shall have PUMPS OFF ELEVATION ELEV.'E' 0.00 a 12 ' opening . ALARM SIGNAL ON ELEV. ELEV.'F' -- 16 . All proposed private station owners are to sign an BOTTOM OF WET WELL ELEV.'G' 1 ( —) 0 . 00 agreement acknowledging station is to remain private PUMP MANUFACTURER I I xxo PUMP WILL OPERATE BETWEEN PRIMARY unless: subject station is constructed to IRCDUS AND SECONDARY POINTS. standards . 17 . Pumps shall be designed to provide a minimum pump run time equal to half the cycle time . 18 . Pumps shall be designed to provide a maximum clearance of ten feet outside of lift station wet well for future maintenance . 19 . All re -pump stations shall have bio -cube odor control systems as required by manufacturer, and approved by IRCDUS . INDIAN RIVER COUNTY �� vER �� TYPICAL PUMPING STATIN DRAWING06 DEPARTMENT OF ,Qy, �- y UTILITIES SERVICES * ���" ( DATA TABLE & NOTES ) S - 1 S ORt SMOOER EM 2 ' ( MIN ) 1 ' ( MIN ) 1 ' ( MIN ) FROM CONTROL PANEL ° ' ' ° WOW m ° EINFORCED CONCRETE SLAB 6 THICK ( MIN ) 1 ' ( MIN ) • • 6 " x6 " 10x10 WW MESH • ,. ' OR FIBERCRETE TO BE CONSTRUCTED • ' : a ' PER ACI 318 PLAN VIEW ' * ' . ; ' REINFORCED CONCRETE ALTERNATIVE A . 12' ( MIN ) - , SLAB a . . . • REINFORCED CONCRETE SLAB 1 ' ( MIN ) 4' THICK ( MIN ) • • + a . . 1 ' ( MIN ) El .. . •. , � ..a • :• •o 1 ' ( MIN ) FROM CONTROL PANEL . - 2 ( MIN ) 4 mo , :. . ' . d ' . '• • : a- Oda all 0A a 12' MIN a - 1 ' ( MIN ) • a • ' • • Oq A 10' ( MIN ) d ♦ . moo 10' ( MIN ) 10 ' ( MIN ) PLAN VIEW ALTERNATIVE " B " NOTE 1 . LOCATION OF CONTROL PANEL PER IRCDUS INSPECTOR . INDIAN RIVER COUNTY �� NO DR NG TYPICAL PUMPING STATION HO DEPARTMENT OF z S - 15 UTILITIES SERVICES *�y ( DETAIL SHEET ) ( A ) RED COLOR FLASHING ALARM ANNUNCIATING LIGHT LIGHT WITH CAGE (VISIBLE 360' IN AN UPRIGHT POSITION NAME PLATE (TYPICAL) EMERGENCY GENERATOR RECEPTACLE SEE 200 PRE—PUNCHED SPECIFICATIONS ELECTRICAL RECEPTACLE MODELR CONNECTION HOLE 0 0 0 RESET TM ETM TM SILENCER RUN INDICATING LIGHTS MOTOR CABLE (TYP ) ® ® HOA O O O WATERTIGHT CONNECTOR PANEL TO BE 304L W/NEOPRENE GLAND TO STAINLESS STEEL MATCH CABLE (FURNISHED WITH PUMP) TERMINAL BLOCK FOR ALARM HORN EXTERNAL ALARMS 14 # 14 TO RTU WATERTIGHT CONNECTOR # 1 # 2 # 3 (FURNISHED WITH PUMP) FR❑NT VIEW 2' PVC CONDUIT TO STATION (MIN) CONFIRM WITH PUMP MANUFACTURER TYPICAL CONTROL PANEL PROVIDE BUSHING TO FIT CABLE CONTROL PANEL 3X COUPLING (STAINLESS STEEL) (2) 4' ALUMINUM ADAPTER SCH 40 SUPPORT POSTS (TYP) PVC CONDUIT SERVICE DISCONNECT TO STATION METER �— (STAINLESS STEEL) CONNECTOR DETAIL ENCASED PLAN VIEW VARIES NOTES METER CONTROL PANEL ALUMINUM UNISTRUT I, ELECTRIC SERVICE SHALL BE 30Fri BRACING \2 REQ'D. PHASE. SERVICE 2. ALARM HORN SHALL BE SEALED T❑ DISCONNECT PREVENT LEAKAGE. o (2) 40 ALUMINUM 3. CONTROL PANEL TO BE APPROVED SCH 40 SUPPORT BY IRCDUS BEFORE INSTALLATION. s POSTS (TYP) 4. REFER TO SECTION 8 FOR PUMPINGv' # 3/0 BARE COPPER WIRE STATION SPECIFICATIONS. GROUND CLAMP 5. BOTTOM OF PANEL TO BE 28 ' TO FINISH GRADE 34 ABOVE GROUND, 6, DISCONNECT BETWEEN METER AND } y ' CONCRETE SUPPORT-V4 CU YA PANEL TO BE STAINLESS STEEL3000 PSI POURED AGAINST NON FUSABLE, CONDUIT TO POWER 2' MIN UNDISTURBED SOIL POLE SEE SITE PLAN 70 ALL HARDWARE AND FASTENERS " ' ' ' <,; • 5/80 DIA X 10' LONG TO BE STAINLESS STEEL, 12' MIN COPPERWELD GROUND ROD Be SPARE PARTS ( SEE SECTION 8.05). 9, CONTROL PANEL SHALL MEET THE 2' PVC TUBE REQUIREMENTS OF SERVICE ENTRANCE FRONT ELEVATI❑N CONDUITS TO PUMPING BY PROPERLY BONDING AND SHALL BE STATION (SEE PLAN) UL SERVICE ENTRANCE RATED, TYPICAL SERVICE ENTRANCE STRUCTURE gE INDIAN RIVER COUNTY lv DRAWING TYPICAL PUMPING STATIGN DRNO DEPARTMENT of UTILITIES SERVICES ( ELECTRICAL DETAILS ) S - 16 �LORI�A SEPTEMM a= 45 ° BENDS GATE VALVE 45 ° BENDS METER \ GATE VALVE GATE VALVE _ J GATE VALVE TEMPORARY BYPASS DIRECTION OF FLOW PLAN VIEW CENTER OPENING METER BOX OVER METER ( SEE NOTE 2 ) 12 ( MAX ) w SEE PLAN VIEW ) FOR VALVE LOCATIONS M o 45 ° BENDS 4 ' ( MIN ) GRAVEL 45 ° BENDS OR CRUSHED ROCK BY PASS NOT SHOWN FOR CLARITY ELEVATION NOTES i . METERS MUST BE INSTALLED BY CONTRACTOR PER MANUFACTURERS ' RECOMENDATI ❑ NS. 2. MINIMUM SIZE AND TYPE OF METER BOXES SHALL BE DETERMINED DURING DESIGN AND APPROVED BY IRCDUS . 3 , BYPASS ADAPTER TEE SHALL BE A MINIMUM DISTANCE OF 5 TIMES THE PIPE DIAMETER DOWNSTREAM OF METER . 4, PIPING THRU VALVE BOX TO BE APPROVED FLANGE JOINT MATERIALS AND RESTRAINED PER IRCDUS , 5 . ALL METERS SHALL BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST . INDIAN RIVER COUNTY $ VER PERMANENT DR NW❑ING DEPARTMENT OF Q z SEWER E ❑ R C E M A I N UTILITIES SERVICES �• �� ORIMETER DETAIL �,� S - 1 7 �L �A mai DETECTION TAPE ( SEE NOTE NO 6 ) PROVIDE TRENCH SLOPE AS REQ ' D PROVIDE TRENCH SLOPE AS REQ ' D GRADE cu ( SEE NOTE 4 ) \jz 5 6 " MAX LAYERS OR OTHER APPROVED MAINTAIN TRENCH METHOD TO ACHIEVE WIDTH 2 ' - 0 " ABOVE o 95 % COMPACTION TOP OF PIPE u o M N ` cU MAXIMUM WATER + 4 ' MAX LEVEL ALLOWABLE ERT LAYERS DURING CONSTRUCTION AT 95 % 3 / 4 " DIA BEDDING ROCK OR PEA ROCK WHERE 12 " PIPE 1204UNDISTURBED CONDITI ❑ NS REQ ' D OD SOIL TRENCH WIDTH / W / ELEVATION NOTES 1 . WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE , PR❑ VIDE APPROVED METHOD OF CONSTRUCTION. 2 . SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T- 180 , 4 . MECHANICAL C ❑MPACTI ❑N NOT ALLOWED BELOW THIS LEVEL . 5 . TRENCH WIDTH 'W ' = PIPE O . D . PLUS 2 ' - 00 1 6 . 2 : WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN . TAPE TO BE MARKED- ' CAUTION , WATER LINE BELOW ' , CAUTION , FORCE MAIN BELOW ' , OR ' CAUTION , REUSE WATER MAIN BELOW ' , TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. ( SEE DETAIL M -14 , 7 , ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTI ❑ NAL AGENCY SPECIFICATIONS , WHICHEVER IS MORE STRINGENT . 4tIVE INDIAN RIVER COUNTY �• � �° TRENCH D E T A I � DRAWING DEPARTMENT OF z UTILITIES SERVICES A ( UNPAVED EASMENTS ) M - 1 LORD scvrou M 2= TRENCH WIDTH MECHANICALLY TRENCH WIDTH ' W ' + 4 ' MIN SAW EXISTING SURFACE RESTORATION 6 , EXISTING MIN BASE Z / / / / / / i2 T ( SEE NOTE 6 ) / / / / / / / / / / / / / > 0 REPLACEMENT 6 ' ( MAX ) LAYERS OR LIMEROCK BASE J OTHER APPROVED METHOD IN 3 LIFTS AT TO ACHIEVE . 95 % COMPACTION 98 % ;a M • CU 0i MAXIMUM WATER LEVEL + 4 ' MAX ALLOWABLE DURING INVEU �\j LAYERS CONSTRUCTION 4 . . : ° : ° , AT 95 % r . . . ' • . " } /%//00 Z. 3 / 4 ' DIA BEDDING ROCK OR PEA ROCK WHERE 12 PIPE 12 • UNDISTURBED SOIL CONDITIONS REQUIRE TRENCH WIDTH ' W ' ELEVATION NOTES 1. WHERE SOIL CONDITI ❑NS CANNOT BE MAINTAINED AS SHOWN ABOVE , PR ❑ VIDE APPROVED METHOD OF CONSTRUCTION . 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD . 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. ( 1- 1/ 2 ' MIN , THKJ 41 COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T - 180. 5 , ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / FDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL , 7. TRENCH WIDTH ' W ' = PIPE O.D. PLUS 2 ' - 0 ' • 8. 2 ' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN . TAPE TO BE MARKED - ' CAUTIONi WATER LINE BELOW ' , ' CAUTIIONi FORCE MAIN BELOW ' , OR ' CAUTI ❑Ni REUSE WATER MAIN BELOW ' , TRACE WIRE SHALL BE USED USED CONTINUOSLY ON ALL PIPE• ( SEE DETAIL M - 14 ) ( SEE DETAIL M - 16 . 9 . 95 % COMPACTION IN SHOULDER OF RIGHT OF WAY , vEh, DRAWING INDIAN RIVER COUNTY �o� TRENCH DETAIL NO' DEPARTMENT OF Q � z UTILITIES SERVICES *� ��. ( PAVED AREAS & SHOULDERS ) M - 2 LORIS sOrTEMMM t= � d d a y z RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER � C cn Z PIPED ' Is P . P . U . C ' PIPE DIAMETER DIAMETER O 0 (INCHES) 90 ° 45 ° 221/2" 11 '/4 90 ' 45 ' 22 Ve 11 1/' (INCHES) 3 " 4 " 6 " 8 " 10 " 12 " 16 " 20 " 24 " 30 " (/� a 3 " 30 ' 15 ' 10' 5' 40' 20 ' 10 ' 5' 3 " 0 0 0 0 0 0 0 0 0 0 '-C 4 " 35 ' 15 ' 10' 5 ' 55' 25 ' 15 ' 10 ' 4 " 40 ' 0 0 0 0 0 0 0 0 0 cc) 6 55 25 10 5 80 35 20 10 B 50 45 0 0 0 0 0 0 0 0 9* 8 " 65 ' 30 ' 15' 10 ' 90' 40 ' 20' 10 ' 8 " 75' 70' 40 ' 0 0 0 0 0 0 0 10 " 80' 35 ' 20' 10 ' 110 ' 50' 25' 15 ' 10 " 95' 90' 70 ' 40 ' 0 0 0 0 0 0 n 12 " 95' 40 ' 20' 10' 130 ' 55 ' 30' 15 ' 12 " 120' 115' 100 ' 75 ' 40' 0 0 0 0 0 /u 16 " 120 ' 50' 25' 15 ' 165 ' 70' 35' 20 ' 16 " 160 ' 155' 140' 125' 100' 70' 0 0 0 0 I - I n , , , . , . , . o• , . , . . , I c 20 150 65 30 15 200 85 40 20 20 200 195 185 170 150 130 75 0 0 0 FTS 24 " 180 ' 70 ' 35' 20' 210' 90 ' 45' 25 ' 24 " 160 ' 155' 150 ' 140 ' 135 ' 120 ' 90 ' 50 ' 0 0 ]� D 30 " 190 ' 80 ' 40 ' 20 ' 250 ' 105 ' 50' 25 ' 30 " 195 ' 190' 185 ' 180' 170' 160' 120 ' 105 ' 70 ' 0 z ff d Z 36 " 220 ' 95' 45' 25 ' 0 0 0 0 36 " 225 ' 220' 215' 210' 205' 195' 180 ' 150' 125 ' 70 ' z z 42 " 245' 105' 50' 25' 0 0 0 0 42 " 245 ' 240' 235' 230' 225' 220' 205' 180 ' 155 ' 105 ' 0 48 " 260 ' 120' 60' 30' 0 0 0 0 48 " 255' 250 ' 245' 240' 235 ' 230' 215 ' 195 ' 175 ' 125 ' (� RESTRAINED LENGTHS FOR DEAD ENDS AND LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE BRANCHES FROM TEES SHALL BE THE SAME d AS FOR 90 ° BENDS D H Z w GRADE OBSTRUCTION 36 ( MIN ) COVER I ' * '� PRESSURE MAIN RESTRAINED JOINTS 45 ' OR 22 1 /2 ' ENCASE AS REQ ' D BENDS ( M . J . ) - ELEVATION SPECIAL UTILITY CROSSING — FITTING TYPE * 18" MINIMUM CLEARANCE REQUIRED FOR WATER , STORM 'WATER, AND SANITARY SEWER MAIN CROSSINGS. IF MINIMUM CLEARANCE CANNOT BE OBTAINED , DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED ( SEE NOTE 5A) GRADE OBSTRUCTION ,SLOPE TO 36 ( MIN ) COVER �' I SEE NOTE N0 . 2 - - PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH OF PIPE ENCASE AS REQ ' D AT THE POINT OF CROSSING ELEVATION STANDARD UTILITY CROSSING — DEFLECTION TYPE N OTES 1 , THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2, CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION . 3 , IF USED , TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. ( 2 COATS MINIMUM ) 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. *5A . USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18 INCHES, DIP SHALL BE USED FOR GRAVITY SEWER AT WATER LINE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, 58 . ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS. 6 . SEE TRACER WIRE DETAIL. M - 14. 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I . E. WALLS, TREES, TRANSFORMER PADS, ETC. ) 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARA11ON EQUAL TO FOUR ( 4) FEET FROM ANY UNDERGROUND UTILITIES ( LE. GAS MAINS, TELEPHONE LINES, CABLE LINES , IRRIGATION MAINS, ETC. ) 9 , ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO TWO 11MES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER (LE. STORMWATER PONDS, CANALS, ETC. ) 4tIVE1� DRAWING INDIAN RIVER COUNTY �� No. DEPARTMENT OF y UTILITY CROSSINGS M - 4 UTILITIES SERVICES * *� `t,LORi eUMDAeex zoo, ASPHALT SURFACE FINISHED GRADE i 36 " SQUARE 24" SQUARE • • % ° o ° n ° . I ° ° CONTINUOUS / // //\/ I ° ° Q • ° o ° o ° CONCRETE �/ \ ONE ( 1 ) ° ° ° ' O ° PAD \r N0. 30 / CONTINUOUS LIMEROCK SLIDE TYPE VALVE BOX SLIDE TYPE— BASETYP E I VALVE BOX TYPE 11 CAST IRON STAY— PUT COVER POLYETHYLENE RAISED LETTERS MARKED : " WATER , " "SAN . SEWER , " OR 24" ( MAX) "REUSE WATER" AS APPLICABLE BRASS VALVE INDICATOR \/ ° ° O . ° ° O A ° A LL `W TYPE I TYP E I 1 0 ROCK TO EXTEND z ABOVE EXTENSION FILTER CLOTH PROVIDE EXTENSION M AS SHOWN TRACE WIRE—__ ELEVATION NOTES 1 . ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F. M . VALVES ( SEE M - 11 ) 3. LOCATE MARKER RODS ARE TO BE PLACED IN ALL VALVE BOXES 4, SEE TRACER WIRE DETAIL. M - 14 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. ( SEE W- 1 ) 5. REFLECTIVE MARKERS FOR: FIRE HYDRANT — BLUE WATER MAIN VALVE — WHITE FORCE MAIN VALVE — GREEN REUESE MAIN VALVE — PURPLE V DRAWING INDIAN RIVER COUNTY �o� No. DEPARTMENT OF VALVE AND B O /� UTILITIES SERVICES *� M - 5 �LORI�Q' s�eot uw 24 ' X 24 ' X 6 ' THICK FIBERCRETE PAD AT EACH VALVE BOX ( SHALL BE 36 ' x 36 ' IF LOCATED IN TRAFFIC WAY ) 2 ' 0 TRACE WIRE H ❑ USING Dodo OTERD 6'GV INDICATOR EXAMPLE PLAN VIEW NOTES 1 , VALVE BOX LID SHALL BE PAINTED , BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 2 , BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION , ( SEE EXAMPLE ) AVER DRAWING INDIAN RIVER COUNTY o� �/ NO$ DEPARTMENT OF .i* y VALVE B ❑ X P A D UTILITIES SERVICES *� *� M - 6 Lnn �Q' TRAFFIC BEARING UTILITY BOX AND TOP WITH LIFTING METER BOX TO BE GRADE UTILITY DEVICE IN TOP , IDENTIFY USED FOR VENTILATION GRADE GRADE ( ROADWAY ) 2 " ( MIN ) - 7 aq AIR RELEASE GRAVEL OR VALVE AS DRAINBOX . . APPROVED BY IRCDUS VENTILATION POLYETHYLENE TUBING : ., 740 ' - " ( MIN ) - . 2 " DIAMETER STAINLESS STEEL NIPPLE 2 " DIAMETER STAINLESS STEEL NIPPLE •4: 2 " STAINLESS STEEL DOUBLE STRAP 2 " CURB STOP SERVICE SADDLE PROVIDE OFFSET I ,� CUT OUT FOR ❑ D z OF MAIN v a 1 / 2 CUBIC YARD ELEVATI ❑ N 3 / 4 " GRAVEL OR DRAIN ROCK WATER MAIN / WASTEWATER MAIN NOTES 11 AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITI ❑ NS MAKE IT INACCESSABLE OR AS REQUIRED BY THE IRCDUS , 2 , AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM , FOR DIRECTIONAL DRILLS , AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE CROSSING , 3 , SEE TRACER WIRE DETAIL . ( M - 14 ) INDIAN RIVER COUNTY VER BELOW GROUND DR NW ❑ING II DEPARTMENT OF y UTILITIES SERVICES AIR RELEASE VALVE DETAIL M _ -7 ORI*tel *� ( AUTOMATIC - WATER / WASTEWATER ) S serromoe zoo3 1 /2" Pvc AIR RELEASE AND FITTINGS VALVE 2 " STAINLESS STEEL NIPPLE 2" DIAMETER STAINLESS STEEL NIPPLE 2" STAINLESS STEEL 2" STAINLESS STEEL DOUBLE STRAP CURB STOP SERVICE SADDLE OR FLANGED TEE ELEVATION WATER MAIN/WASTEWATER MAIN NOTES 1 . AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE IRCDUS . 2 , AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM . FOR DIRECTIONAL DRILLS , AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE CROSSING . 3 . SEE TRACER WIRE DETAIL, M - 14, 4, IF FORCE MAIN IS 6 " OR LARGER A 4" TAP AND AIR RELEASE VALVE SHALL BE USED , INDIAN RIVER COUNTY vER � AIR RELEASE VALVE DETAIL DRAWING DEPARTMENT OF A z 4 " ABOVE GROUND M _ g UTILITIES SERVICES , �.* ( AUTOMATIC - WATER /WASTEWATER ) LORD SEPTM ,o„ 4 ' STANDARD THREADS 0 0 0 0 0 0 4 ' OR LARGER 0 FORCE MAIN 0 0 FLANGED TEE WITH THREADS FOR C ❑ NNECTI ❑ N TO AIR RELEASE VALVE 0 0 0 0 0 0 4 ' MINIMUM 0 0 0 0 4 ' OR LARGER O 0 FORCE MAIN 0 0 FLANGED TEE WITH FLANGE FOR C ❑ NNECTI ❑ N TO AIR RELEASE VALVE IS ❑ METRIC VIEW WATER MAIN / WASTEWATER MAIN NOTES 1 . IF FORCE MAIN IS 6 ' OR LARGER A 4 ' TAP AND AIR RELEASE VALVE SHALL BE USED , 2 , SEE M - 8 FOR AIR RELEASE VALVE DETAIL . 3 . SEE TRACER WIRE DETAIL . M - 14 . VE INDIAN RIVER COUNTY R �� FLANGED TEE DRAWING ND . DEPARTMENT OF Q . z FOR ABOVE GROUND M - 8 UTILITIES SERVICES � AIR RELEASE VALVES ( A LORIS 3 " FIBERGLASS POST m SIZE OF MAIN D SERVICE :D 3 � D z z DEPTH OF COVER M m FINISHED GRADE z a PLACE OVER PIPE IN VALVE L ❑ CATI ❑ N NOTES I , MARKER TO BE PLACED DIRECTLY OVER PIPE , Z , MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS , 3 , MARKER TO BE USED OVER WATER MAIN VALVES , FORCE MAIN VALVES AND RE - USE MAIN VALVES , 4 , ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCTS LIST , 4wER DRAWING INDIAN RIVER COUNTY �O� PERMANENT NO . DEPARTMENT OF y UTILITIES SERVICES LAND MARKER M - 9 �LORI�e' OPENING DIAMETER OPENING DIAMETER PULS 2' LONG (TYPICAL) PLAN VIEW PARTIAL SIZE AND LOCATION OF TOP SLAB REINFORCING AREA OF MANHOLE AS REWD 20 SO IN/FT (MIN ) CASING PIPE (DIP) 8'(MIN TYP) z0000 REINFORCED 8w(MIN) CONCRETE WALL WHERE CONDITIONS PERMIT THE 2'- 0' 2._O. LOWEST POINT OF CONFLICT MAIN AT OR ABOVE E OF GRAVITY MAIN F zE SHADED AREA EQUAL NEW UTILITY MAIN TO TWICE THE AREA (NO JOINTS INSIDE MANHOLE) OF THE STORM SEWER +-60(MIN) OR OTHER TYPE GRAVITY MAIN AS REQUIRED 12' (MIN) 8"(MIN) GROUT SLOPE TO AVOID STANDING WATER BASE SLAB MINIMUM STEEL EXISTING STORM SEWER AREA OF .20 SQ IN/FT OR OTHER TYPE GRAVITY MAIN ELEVATION NOTES 1 . CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY IRCDUS . 2 . CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS . 3 , REFER TO M - 12 FOR CASING SIZE . ZVER DRAWING INDIAN RIVER COUNTY �� No. DEPARTMENT OF Q z CONFLICT MANHOLE M - 1 O UTILITIES SERVICESr LORI�� SEPIDABoe 20o3 CARRIER PIPE ( ALL RESTRAINED ) 20 ' - 0 " ( TYP ) 2 ' - 6 " 5 ' _ 0 » 5 ' - 0 " 5 ' _ 0 » 2 ' - 6 " A SIDE VIEW A CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH , SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS STAINLESS STEEL NUTS & BOLTS STEEL CASING PIPE CARRIER PIPE DETAIL SECTION A - A NOTES 1 . NUMBER OF INSULATORS AS PER MANUFACTURERS ' SPECIFICATIONS . INDIAN RIVER COUNTY � gIVER DRAWING DEPARTMENT OF Q �z JACK AND BORE No. UTILITIES SERVICES ( BLOCKING DETAIL ) M - 11 LORI�P �eoe xas 10 ROADWAY 10 ' PAVING CASING VENT ( SEE M - 14) ROCK BASE 36 " ( MIN ) - - - - - - - - - - - - - - - - - - - - - - - DUCTILE IRON TO EXTEND DUCTILE IRON M . J . ONE LENGTH MINIMUM CLASS 52 PIPE ELEVATION CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12 188 6 " 14 . 250 8 " 16 250 10 20 . 250 12 24 250 16 32 375 20 40 375 24 48 . 500 30 60 . 625 36 72 " 625 42 84 625 48 96 . 625 . NOTE 1 , IF RETAINER GLANDS ARE REQUIRED , THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY, INDIAN RIVER COUNTY �� VER �� CASING INSTALLATION DRNONG DEPARTMENT OF A z M - 12 UTILITIES SERVICES *� DETAILS 1. 80 ' RETURN BEND STAINLESS STEEL INSECT SCREEN / 3 " PIPE / 1 316 STAINLESS STEEL 0 I //�/ i OFFSET WITH BENDS DRILL OR THREAD OPENING , AS REQUIRED WELD CONNECTION , OR 74 1 6 ,. SADDLE AS REQUIRED NEOPREME BOOT WITH STAINLESS STEEL STRAP i I II I II I II I II MAIN NEW STEEL CASING ELEVATION OR P . E. PIPE N OTE 1 . LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD , CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED . gIvER DRAWING INDIAN RIVER COUNTY �� JACK AND BORE NO. DEPARTMENT OF Q z M = 13 UTILITIES SERVICES, � ( CASING VENT ) LORIS S&TUND tow IN ST. LOCATE BOXESFINISH GRADE ALL METER LOCATERKER BALLS ,,' EDGE OF LOCATEPAVEMENT ETER BOX HIGHER THAN THE ABOVE CORP STOP AT A LEVEL C1;�•� U CON . . . . DETAIL HALF HITCH INboT ALL SERMCE TAPS, & EACH . OF ALL FITTINGS W A71 C U STE . . PLAN VIEW 3 TWISTS (MIN ) rice a, A4�i 11 � I� TRACE - HOUSING STEP 2 WITH CAP 0 5 WRAPS (MIN ) YSS STEP 3 CONTINUOUS • STRANDED I / SOLDER COPPERSTEP 4 AA � � :\\\\\ 111\\�\\'- �iwwM�w �i � ' I�� ��I'I�.�,�'I'I�• HA HITCH HAI F HITCH 0 BEHIND EACH EACH SIDE . SPLICEMAIN LINE , ALL VALVES ELEVATION - VALVEBOX DETAIL NOTES 1 , TRACE WIRE IS REQUIRED . 2, INCLUDE ALL COST OF • - IN PRICE OF PIPE. WATERPROOFING3a CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4o ALL SPLICE CONNEC11ONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE) , WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH . - . SOLDER5* ALL . WATERPROOFED 6 , ALL MATERIALS ARE TO BE PER IRCDUSAPPROVED MANUFACTURERSP PRODUCT — ASBUILT 8 " PLUG o O t 00 NOTE : A MINIi�dUti1 TEXT SIZE �' T.-1 . 00 0+ o T. O . P. EL . 4 . 6 .3 1 /8 SHALL BE REQUIRED Zw Z ASBUILT 8 " P . V . , R - 6 TURNS ON ALL ASBUILT SURVEY ' S rPRM m STA . 0 + 37 1 50T. O . P. EL . 4 . 40 � R / W LTI'BEGINNING AND E. \ ^ of I ASBUILT 8 " 90 ' BEND CONSTRUCTION INTO -X— TNG STA . 0 + 62 MONUMENT WITHK \ �'vVN STATE PLANE COORDINATES T. O . P. EL . 4 . 42 AND SHOW ON ASeul _ -S . ASBUILT 8 " FORCE MAIN PAVEMEN ' + ASBUILT 8 " 22 1 / 2@ BEND 0 F. M. UNDER TV. 11. J � u STA . 1 + 15 W/ENCASEMENT N T. O . P. EL . 4 . 89 STA . 123118 ( 18 ' L) W. M. T. O . P. EL . 6 . 44 ASBUILT 8 " 22 1 / 2 ' BEND F. M. UNDER SAN. S. AIR RELEASE wtSTA . 1 + 22 F. M. T. O . P. EL . 5 . 50 VALVE OVER "Al' . M . I T. O . P. EL . 6 . 52 SAN. S. T. O . P. EL . 6 . 40 STA . 1 + 38 ASBUILT A . R . V. TAP W. M. T. O . P. EL . 6 . 43 STA . 1 + 28 ASBUILT 8 " SLEEVE STA . 122 . 25 ( 18 ' LEFT) 3 " P . V . T. O . P. EL . 5. 32 11 ' R - 1 /4 TURN CORNER q OF BLDG . - 7 STA . 2 + 75 k W F. M. UNDER TEL . R / W Ln F. M. T. O . P. EL . 5 . 35 • q a �, + 0 TO TEL . EL . 6 . 25 N o z �'] OFF w R / W ZPROP . LINE 25 ' T 3 + 00 T T 12 '. - 00 122 + 00 123 + 00 PRMj 8 " SAN . S . ASBUILT 8 " P . V. ( EXISTING ) R - 4 TURNS STA . 122 + 74 T. O . P. EL . 4 . 4.0 NOTES 1 , ITALALICIZED PRINTING , SHOWN ABOVE , REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE ( MYLAR ) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEY' S TO BE SIGNED , SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A CD IN AUTOCAD 2002 FORMAT OR LATEST VERSION , 2, BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 3, TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED , LISTED , SEALED & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE, 5 , CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I . D . NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 6 . ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE, EXISTING UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. 7, ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID # INDICATED IN PLAN . TER o AS — BUILT DRAWING DRAWING INDIAN RIVER COUNTY � � No. DEPARTMENT OF Q z : UTILITIES SERVICES ' ( EXAMPLE ) M - 1 5 �IORL�� SEP "UBIX pow INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AS - BUILT REQUIREMENTS 1 . All as - built drawings ( 24 "x36 " ) shall state in 1 " lettering "AS - BUILT " located in the bottom right hand side of the drawing original and /or copies , along with the as - built date . 2 . All state plane coordinates shall be based on the Florida State Plane Horizontal data ( East Zone ) ; or Florida High Precision Geodetic Network (superstation ) and NAD 83 / 1990 — final adjustment . 3 . All elevations shown shall be based on 1929 NGVD . . 4 . All incoming as - built drawings ( 24 "x36 " ) shall be received on a CD , as an electronic copy , AutoCad 2000 format or later , with a tie to a minimum of two ( 2 ) state plane coordinates . ( NOTE : Prior to submitting the electronic copy , one ( 1 ) copy of each as - built shall be submitted for review and approval . After all approvals , a ( 24 "x36 " ) Mylar reproducible along with two ( 2 ) signed and sealed copies of each as - built shall be submitted . ) 5 . All engineering or surveying as - built drawings shall be tied to a minimum of one ( 1 ) permanent reference monument ( P . R . M . ) that shall be tied to a minimum of one ( 1 ) section corner or one -quarter ( 1 /4 ) section corner whichever is closest to the project . State plane coordinates shall be physically shown on the drawing next to the P . R . M . used . 6 . All utility as - built construction located within the rights -of-way , easements and alike shall be tied to the respective rights -of way , easements , etc . , every 1 , 000 feet and change of direction . 7 . All utility as - built construction plans that are located within a distance of one ( 1 ) mile from any Indian River County Global Positioning System ( G . P . S . ) control project monuments shall be tied into the project from one ( 1 ) on - site Permanent Reference Monument ( P . R . M . ) subdivision Corner , or site plan project corner . 8 . All as - builts shall clearly depict as - built utility lines that were constructed along with their respective easement ( if required ) . As - builts will not be accepted unless the verbiage " Proposed " and /or "To Be constructed " have been revised to read "AS - Built" . As - built Construction drawings with , to be constructed terminology , will not be accepted . 9 . All as - builts shall be certified by the project engineer or contracting surveyor . 10 . All projects , which utilize lift stations , shall specify on plans as to whether or not subject lift stations are to remain private or are to be dedicated to the county . 11 . All fire hydrants and valves shall be located with state plane coordinates and shall be identified on the as - built. 12 . All as - builts shall be complete and approved before commencement of field test . g1vER DRAWING INDIAN RIVER COUNTY Q �� A S — B U I L T No , DEPARTMENT OF REQUIREMENTS M - 16 UTILITIES SERVICES � � �� L0RIS SE.roMM a, INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SURVEY REQUIREMENTS 1 . All Construction and/or Route surveys shall meet the minimum requirements of the Chapter 61G67 , Florida Administration Code Pursuant to section 472 of the Florida Statutes . 2 . All state plane coordinates shall be based on the Florida State Plane Horizontal data ( East Zone ) ; or Florida High Precision Geodetic Network ( superstation ) and NAD 83/ 1990 — final adjustment . 3 . All elevations shown shall be based on 1929 NGVD . 4 . All incoming route construction survey drawings shall be received on a CD , as an electronic copy , AutoCad 2000 format , with a tie to a minimum of two (2 ) state plane coordinates . ( NOTE : Prior to submitting the electronic copy , one ( 1 ) copy of each as-built (24"x36 " ) shall be submitted for review and approval . After all approvals , a (24 "x36 " ) Mylar reproducible along with two (2 ) signed and sealed copies of each as- built shall be submitted . 5 . All construction surveys shall be tied to a minimum of one ( 1 ) permanent reference monument ( P . R . M . ) at the end of each project . One P . R . M . shall be tied to a minimum of one ( 1 ) section corner or one-quarter ( 1 /4 ) section corner whichever is closest to the project . State plane coordinates shall be physically shown on the drawing next to the P . R . M . used . 6 . All surveys that are required for the use of engineering design , and are located within a distance of one ( 1 ) mile from any Indian River County Global Positioning System ( G . P . S . ) control project monuments , shall be tied into the GPS monument from one ( 1 ) permanent reference point or the subdivision corner that is along the survey route and shall then be tied to the survey base line . 7 . Horizontal Control Monumentation for utility lines shall be a minimum of two (2 ) points at a maximum of 1 , 400 feet between points and shown on all plans . 8 . Vertical Control (when required ) for linear utility lines , such as sewer , shall have a maximum of 1 , 100 feet between existing construction or established benchmarks . INDIAN RIVER COUNTY �°� CONSTRUCTION / ROUTE DRAWING DEPARTMENT OF Q NO ' UTILITIES SERVICES *� SURVEY REQUIREMENTS M - 16 GENERAL INFORMATION TO BE SHOWN ON AS - BUILT AND SURVEY DRAWINGS 1 . Existing right-of-way limits and /or easements within the limits of construction . 2 . Survey baseline stationing every 100 ' , control points set every 500 ' , and at angle change of direction . 3 . Show cross section elevations at grade every 100 ' for gravity sewer line construction and 500 ' for water line and force main construction . Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans . 4 . Existing parcels , tracts , and lot corner locations shown with front dimensions per plat when platted . If construction project is along back of lots , then show back lot dimensions . 5 . EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD , 6 . Existing utilities as located in field (water, sewer, telephone , electric , cable TV , etc . ) ( NOTE : Sunshine One to be contacted by surveying firm prior to survey locate ; with 'the intent of county excavation . ) 7 . Existing utilities as associated with number 5 above (example : valves , meters , manholes , etc . ) 8 . Existing curbs , driveway widths and types . 9 . Existing drainage pipe crossings and driveway culverts (type , sizes and invert elevations . ) 10 . Existing swales and /or ditches and elevations every 100 ' at top and bottom if within area of construction . 11 . Existing fences . 12 . Existing trees and/or shrubbery . 13 . All other non - movable items such as mailboxes , flag poles , etc . . 14 . All street names , �V . INDIAN RIVER COUNTY A S - BUILT / S U R V E Y DRAWING DEPARTMENT OF Q z : NO $ UTILITIES SERVICES �y` REQUIREMENTS M 16 SNOI.LV31 =1133dS - III SOMILId aMd S3dld N021I 3luona SNIVW 1131VM L N01133S SECTION 1 WATER MAINS DUCTILE IRON PIPES AND FITTINGS 1 . 01 SCOPE This section covers cast ductile iron pipe and cast ductile iron fittings for water mains . 1 .02 GENERAL A. Ductile iron pipe ( D . I . P . ) shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services ( IRCDUS ) during construction permit review or by IRCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application . B . All ductile iron pipes shall be manufactured in accordance with AWWA Standard Specifications C151 /A21 . 51 -96 , or latest revision and shall be pressure Class 300 or 350 minimum as depicted on Table 1 . 1 on page 1 -2. All ductile iron pipe crossing under roadways and other trafficked areas shall be pressure class 350 minimum . C . Unless specifically indicated otherwise , restrained joint underground piping shall be manufactured restrained bell and spigot and above ground or exposed piping shall be flanged . D . Cutting of ductile iron pipe shall be by sawing only. 1 . 03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Standard Specifications C151 /A21 . 51 -96 , or latest revision . Cast ductile iron shall have a minimum tensile strength of 60 , 000 psi , with a minimum yield strength of 42 , 000 psi . Pipe wall thickness shall be computed in accordance with AWWA Standard Specifications C150/A21 . 50-96 , or latest revision , using the physical characteristics cited above , with a minimum working pressure of 200 psi and a Laying Condition "Type 2 . " Unless otherwise indicated or specified herein , the pipe shall have the minimum wall thickness according to class designation for diameters shown . All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch . 1 - 1 TABLE 1 . 1 PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS ( INCHES ) (INCHES ) (INCHES) ( INCHES) 3 3 . 96 --- 0 . 25 4 4 . 80 --- 0 . 25 6 6 . 90 --- 0 . 25 8 9 . 05 --- 0 . 25 10 11 . 10 --- 0 . 26 12 13 . 20 --- 0 . 28 14 15 . 30 0 . 30 0 . 31 16 17 .40 0 . 32 0 . 34 18 19 . 50 0 . 34 0 . 36 20 21 . 60 0 . 36 0 . 38 24 25 . 80 0 . 40 0 . 43 30 32. 00 0 .45 0 . 49 36 38 . 30 0 . 51 0 . 56 42 44 . 50 0 . 52 0 . 63 48 50 . 80 0 . 64 0 . 70 54 57 . 56 0 . 72 0 . 79 60 61 . 61 0 . 76 0 . 83 64 65 . 67 0 . 80 0 . 87 1 . 04 FITTINGS A. All underground fittings shall be either push on , restrained , or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21 . 10-98 or C153/A21 . 53-00 , or latest revisions . All aboveground or exposed fittings shall be flanged joint. B . The pressure rating shall be 350 psi . C . Joint restraint, when required ; see Approved Manufacturer's Product List, D . All fittings shall be lined with the same material as specified for the pipe as per paragraph 1 . 05 . 1 . 05 LINING AND COATING A. Unless otherwise indicated , all ductile iron pipe shall be factory lined and coated . B . Lining : All pipes shall be cement mortar single lined and seal coated in accordance with AWWA Standard Specifications C104/A21 .4-95 , or latest revision unless doubled lined is required by IRCDUS . 1 - 2 C . Coating : Unless specified otherwise , all pipe shall be bituminous coated outside to a dry film thickness of at least 1 mil . D . Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease , and dirt and re-coated to a minimum dry film as specified for the individual piece . E . Encasement: If and where directed by IRCDUS 's Engineer, a polyethylene encasement shall be provided around pipe , fittings , and valves . The material , installation , and workmanship shall conform to applicable sections of AWWA Standard , Specifications C105/A21 . 5-99 , or latest revision . Installation methods A or B shall be employed using flat tube polyethylene . The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation . Backfilling following installation shall be completed without delay to avoid exposure to sunlight. E . All exposed Ductile Iron pipes shall be painted blue per Approved Manufacturer's Product List . 1 . 06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push-on , mechanical , or restrained joints in accordance with AWWA Standard Specifications C111 /A21 . 11 - 00 , or latest revision . Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCDUS 's Engineer. 1 . 07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe of the Cast Iron Pipe Research Association , latest revisions . Flanges shall be in accordance with ANSI Specification 816 . 1 for Class 125 flanges . Bolts shall comply with ANSI Specification 13182 B . Flanged pipe shall be faced and drilled to the American Standard Drilling , unless special drilling is called for or required . Where tap or stud bolts are required , flanges shall be tapped . Flanges shall be accurately faced and drilled smooth and true , at right angles to the pipe axis and shall be covered a rust preventive compound immediately after facing and drilling . C . Flanged pipe with screwed -on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop , and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe 1 - 3 threads and the flanges shall be designed to prevent corrosion of the threads from outside . D . Flanged joints shall be made with bolts or stud bolts and nuts . Bolts , stud bolts , and nuts shall conform to American Standard heavy dimensions , semi-finished with square or hexagonal heads and cold punched hexagonal nuts , meeting the requirements of ASTM Designation A-307 . Bolt sizes shall be American Standard for the flanges specified , and bolts and nuts shall have good , true threads . E . Full faced gaskets shall be in accordance with AWWA Standard Specifications C115/A21 . 15-99 , or latest revision . 1 . 08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the Engineer of Record and IRCDUS . Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections . 1 . 09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See trace wire detail M- 14 for specifications regarding installation . B . Trace wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed finished grade. 1 . 10 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA Standard Specifications C600-99 , or latest revision . If a conflict exists between the manufacturer's instructions and the AWWA Standard Specifications , the manufacturer's instructions shall govern . The Contractor shall use every precaution during construction to protect the pipe against the entry of non-potable water, dirt, wood , small animals , and any other foreign material that would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering 1 - 4 equipment. All piping shall be placed in a dry trench , unless the ' IRCDUS 's Engineer approves wet trench installation . B . Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or otherwise authorized by the Engineer of Record and IRCDUS , all pipe shall have a minimum cover of 36 inches . Contractor shall determine top of pipe elevation and top of finished grade elevation for every two joints of pipe installed using a level . Pipe must have the minimum cover described above and must be within +/- 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it does meet these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative .. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements , at no cost to the IRCDUS . END OF SECTION 1 - 5 SECTION 2 WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTING SECTION 2 WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTINGS 2 . 01 SCOPE This section . covers polyvinyl chloride pipe and fittings for potable water mains . 2 . 02 GENERAL Polyvinyl chloride ( PVC) pipe shall be allowed for use as potable water pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services ( IRCDUS ) may require the use of material other than polyvinyl chloride during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application . 2 . 03 PIPE MATERIALS FOR SIZES 3 " and SMALLER A. All pipe and fittings intended for conveying or transmitting potable water shall be designed for a minimum working pressure of 150 psi . B . Polyvinyl chloride pressure pipe shall conform to the ASTM 2241 , latest revision . Pipe shall be SDR 21 with a pressure rating of 200 psi . Joint design tested to the requirements of ASTM D 3139 . Rubber rings shall conform to ASTM F 477 and D 1869 . Pipe to be made to exceed the requirements of the material section of ASTM D 2241 . co Polyvinyl chloride pipe per Approved Manufacturer' s Product List. D . The pipe shall be blue in color. E . No solvent welds joints are permitted . 2 . 04 PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying or transmitting potable water shall be designed for a minimum working pressure of 150 psi . B . Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standard Specifications C900-97 , or latest revision , or C909 -98 , or latest revision and ASTM D1784 and D2241 , 2 - 1 latest revision . PVC pressure pipe shall be made from Class 12454-A or Class 12454- 13 material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18 . C . Polyvinyl chloride pipe per Approved Manufacturer' s Product List, D . The pipe shall be blue in color. 2 .05 PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. All pipe and fittings intended for conveying or transmitting potable water shall be designed for a minimum working pressure of 150 psi . B . Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standard Specifications C905-97 and ASTM D1784 , or latest revisions . PVC pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18 . Co Polyvinyl chloride pipe per Approved Manufacturer' s Product List. D . The pipe shall be blue in color. 2 . 06 JOINTS A. Joints for PVC pressure pipe shall be bell and spigot push-on rubber gasket type only. No solvent weld or threaded joints will be permitted . B . The IRCDUS ' s Engineer may consider other type joints for specific installation upon submission of specifications and approval . C . Restraint joints , when required ; see Approved Manufacturer' s Product List . 2 .07 FITTINGS A. All fittings shall be ductile iron mechanical joint and shall conform to AWWA Standard Specifications C110/A21 . 10-98 or C153/A 21 . 53-00 , or latest revisions . Fittings shall be cement mortar lined and seal-coated in accordance with AWWA Standard Specifications C104/A21 . 4-95 , or latest revision . 2 - 2 Be The pressure rating shall be 350 psi . C . Joint restraint, when required ; see Approved Manufacturer' s Product List. 2 .08 SUBMITTALS Before starting installation of the PVC pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the IRCDUS 's Engineer OF record and IRCDUS . Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections . 2 .09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See trace wire Detail M- 14 for specifications regarding installation . Be Trace wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed finished grade . 2 . 10 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA Standard Specifications C605-94 , or latest revision . If a conflict exists between the manufacturer's instructions and the AWWA Standard Specifications , the manufacturer's instructions shall govem . The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood , small animals , and any other foreign material that would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering equipment. All piping shall be placed in a dry trench , unless the Engineer of Record and IRCDUS approves wet trench installation . Be Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or otherwise authorized by the IRCDUS , all pipe shall have a minimum depth of cover of 36 inches . Contractor shall determine top of pipe elevation and top of finished grade elevation for every two joints of pipe installed using a level . Pipe 2 - 3 must have the minimum cover described above and must be within +/- 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it does meet these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative . Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements . END OF SECTION 2 - 4 SECTION 3 WATER SERVICES POLYETHYLENE TUBING . AND PRESSURE POLYETHYLENE PIPES SECTION 3 WATER SERVICES POLYETHYLENE ( PE) TUBING & PRESSURE PIPES 3 . 01 SCOPE FOR POLYETHYLENE TUBING This section covers polyethylene pipes and fittings for water services . 3 . 02 POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER A . Polyethylene tubing shall comply with applicable requirements for PE 3408 extrusion compound polyethylene plastic material as stated in AWWA Standard Specifications C901 -96 , or latest revision , and shall comply with the following : 1 . Tubing shall have a working pressure of 200 psi at 73 . 4° F. 2 . Tubing surfaces shall be glass smooth , and shall be free from bumps and irregularities . Materials must be completely homogeneous and uniform in appearance . 3 . Tubing dimensions and tolerances shall correspond with the values listed in ASTM D-2239 , with a standard dimension ratio (SDR) of 9 . 4 . Tubing shall be fully labeled with brand name and manufacturer, NSF seal , size , type of plastic material , and ASTM designation with which the tubing complies . 3 . 03 JOINTS A. Joints for polyethylene tubing shall be of the compression type , utilizing a totally confined grip seal and coupling nut. Stainless steel tube stiffener inserts shall also be used for PE tubing services . B . Other type joints may be considered for specific installations upon submission of specifications and approval by IRCDUS . 3 . 04 INSTALLATION A. Backfill shall be free of rocks and debris . B . Bending radius shall be large enough so that tubing is not crimped or damaged and so that the flow of water is not restricted . Manufacturer' s minimum radius recommendations are to be utilized during installation of PE tubing . 3 - 1 3 . 05 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See trace wire Detail M- 16 for specifications regarding installation . Be Trace wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed grade . _ 3 . 06 SCOPE FOR POLYETHENE (PE) PIPES This section covers Polyethylene (PE ) pipe and fittings . 3 . 07 GENERAL A. Polyethylene ( PE ) pipe shall be allowed for use as all pressure utility pipes where compatible with the specific conditions of the project. The use of material other than PE pipe may be required by IRCDUS during construction permit review or by IRCDUS field personnel , if it is determined that PE is unsuitable for the particular application . Be Documentation from the resin ' s manufacturer showing results of the following tests for resin identification : 1 . Melt Flow Index ASTM D 1238 2, Density ASTM D 1505 C . All PE pipe and fittings shall be from a single manufacturer, who is fully experienced , reputable and qualified in the manufacturing of the PE pipe to be furnished . The pipe shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these Specifications . See Approved Manufacturer's Product List, D . Finished Product Evaluation 1 . Production staff for the items listed below shall check each length of pipe produced . The results of all measurements shall be recorded on production sheets that become part of the manufacturer' s permanent records . a . Pipe in process shall be checked visually, inside and out for cosmetic defects (grooves , pits , hollows , etc. ) b . Pipe outside diameter shall be measured using a suitable periphery tape to ensure conformance with 3 - 2 ASTM F714 or ASTM D-3035 whichever is applicable . C, Pipe wall thickness shall be measured at 12 equally spaced locations around the circumference at both ends of the pipe to ensure conformance with ASTM F714 or ASTM D-3035 , whichever is applicable . d . Pipe length shall be measured . e . Pipe marking shall be examined and checked for accuracy . f. Pipe ends shall be checked to ensure they are cut square and clean . g . Subject inside surface to a " reverse bend test" to ensure the pipe is free of oxidation (brittleness ) . E . Stress Regression Testing 1 . The polyethylene pipe manufacturer shall provide certification that stress regression testing has been performed on the specific polyethylene resin being utilized in the manufacturing of this product. This stress regression testing shall have been done in accordance with ASTM D2837 and . the manufacturer shall provide a product supplying a minimum Hydrostatic Design Basis ( HDB ) of 1 , 600 psi as determined in accordance with ASTM D2837 . F . Contractor is responsible for compatibility between pipe materials , fittings and appurtenances . G . The pipe manufacturer shall provide a warranty against manufacturing defects of material and workmanship for a period of ten ( 10) years after the final acceptance of the project by the IRCDUS . The manufacturer shall replace at no expense to the IRCDUS any defective pipe material including labor within the warranty period . 3 . 08 MATERIALS FOR PIPE SIZES 4" AND LARGER A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 334434D per ASTM D3350 ; and meeting Type III , Class C , Category 5 , Grade P34 per ASTM D1248 B . Polyethylene ( PE ) pipe shall comply with AWWA Standard Specifications C906-99 . C . If rework compounds are required , only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used . 3 - 3 D . Dimensions and workmanship shall be as specified by ASTM F714 . PE fittings and transitions shall meet ASTM D3261 . PE pipe shall have a minimum density of 0 . 955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis ( HDB ) of 1 , 600 psi . E . PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73 .4° F meeting the requirements of Standard Dimension Ratio (SDR) 11 as MINIMUM STRENGTH . R The pipe manufacturer must certify compliance , with the above requirements . 3 .09 MATERIALS FOR PIPE SIZES 3 " AND UNDER A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350 ; and meeting Type 111 , Class C , Category 5 , Grade P34 per ASTM D 1248 , B . Polyethylene ( PE) pipe shall comply with AWWA Standard Specifications C901 -96 . C . If rework compounds are required , only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used . D . Dimensions and workmanship shall be as specified by ASTM D- 3035 . PE fittings and transitions shall meet ASTM D3261 . PE pipe shall have a minimum density of 0 . 955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB ) of 1 , 600 psi . E . PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73 . 4° F meeting the requirements of Standard Dimension Ration (SDR) 11 as minimum strength . R The pipe manufacturer must certify compliance with the above requirements . 3 . 10 FITTINGS A. All molded fittings and fabricated fittings shall be fully pressure rated to match the pipe SDR pressure rating to which they are made . All fittings shall be molded or fabricated by the manufacturer. No Contractor fabricated fittings shall be used unless approved by the Engineer. 3 - 4 B . The manufacturer of the PE pipe shall supply or s eci all PE fittings and accessories as well as any adapters and/or specials required to perform the work as shown on the Drawings and specified herein . C . All transition from PE pipe to PVC or ductile iron shall be made per the PE , PVC , or ductile iron pipe manufacturer' s recommendations and specifications whichever is more stringent . A molded flange connector adapter within a carbon steel back-up ring assembly shall be used for pipe type transitions . Ductile iron back-up rings shall mate with cast iron flanges per ANSI B16 . 1 . A 316 stainless steel back-up ring shall mate with a 316 stainless flange per ANSI B16 . 1 . . D . The pipe manufacturer must certify compliance with the above requirements . 3 . 11 JOINTING METHOD A. The PE pipe shall be joined with butt , heat fusion joints . All joints shall be made in strict compliance with the manufacturer's recommendations . B . Lengths of pipe shall be assembled into suitable installation lengths by the butt-fusion process . All pipe so joined shall be made from the same class and type of raw material made by the same raw material supplier. Pipe shall be furnished in standard laying length 's not to exceed 50 feet. C . The polyethylene flange adapters at pipe material transitions shall be backed up by stainless steel flanges conforming to ANSI 816 . 1 and shaped as necessary to suit the outside, dimensions of the pipe . The flange adapter assemblies shall be connected with corrosion resisting bolts and nuts of Type 316 Stainless Steel as specified in ASTM A726 and ASTM A307 . All bolts shall be tightened to the manufacturer's specified torques . Bolts shall be tightened alternatively and evenly. 3 . 12 PIPE IDENTIFICATION A. The following shall be continuously indent printed on the pipe or spaced at intervals not exceeding 5-ft. 1 . Name and/or trademark of the pipe manufacturer. 2 . Nominal pipe size . 3 . Dimension ratio . 4 . The letters PE followed by the polyethylene grade in accordance with ASTM D1248 , followed by the hydrostatic design basis in 160's of psi , e . g . , PE 3408 . 3 - 5 5 . Manufacturing standard reference , e . g . , ASTM F714 or D- 3035 , as required . 6 . A production code from which the date and place of manufacture can be determined . B . Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of all pipe and fittings . See Trace Wire Detail M- 16 for specifications regarding installation . 3 . 13 INSTALLATION BY OPEN CUT METHOD A. Polyethylene ( PE ) Pipe shall be installed in accordance with the instruction of the manufacturer, as shown on the Drawings and as specified herein . A factory qualified joining technician as designated by the pipe manufacturer shall do all heat fusion joints . B . Care shall be taken in loading , transporting and unloading to prevent injury to the pipe . Pipe or fitting shall not be dropped . All pipe or fittings shall be examined before installation , and no piece shall be installed which is found to be defective . Any damage to the pipe shall be repaired as directed by the Engineer of Record and IRCDUS . If any defective pipe is discovered after it has been installed , it shall be removed and replaced with a sound pipe in a satisfactory manner by the Contractor, at his own expense . C . Under no circumstances shall the pipe or accessories be dropped into the trench . D . Care shall be taken during transportation of the pipe such that it will not be cut, kinked or otherwise damaged . E . Ropes , fabric or rubber protected slings and straps shall be used when handling pipes . Chains , cables or hooks inserted into the pipe ends shall not be used . Two slings spread apart shall be used for lifting each length of pipe . F . Pipes shall be stored on level ground , preferably turf or sand , free of sharp objects , which could damage the pipe . Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers of pipes under anticipated temperature conditions . Where necessary due to ground conditions , the pipe shall be stored on wooden sleepers , spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports . G . Care shall be exercised when lowering pipe into the trench to prevent damage or twisting of the pipe . 3 - 6 H . Pipe shall be laid to lines and grade shown on the Drawings with bedding and backfill as shown on the Drawings . I . When installation of pipe is not in progress , including lunchtime , the open ends of the pipe shall be closed by fabricated plugs , or by other approved means . J . Pipe shall be stored on clean level ground to prevent undue scratching or gouging . The handling of the pipe shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects . The maximum allowable depth of cuts , scratches or gouges on the exterior of the pipe is 5 percent of wall thickness . Sections of pipe with cuts, scratches or gouges exceeding five percent of the pipe wall thickness shall be removed completely and the ends of the pipeline rejoined . The interior pipe surface shall be free of cuts , gouges or scratches . K. The pipe shall be joined by the method of thermal butt fusion , as outlined in ASTM D2657 . All joints shall be made in strict compliance with the manufacturer's recommendations . L. Mechanical connections of the polyethylene pipe to auxiliary equipment such as valves , pumps and tanks shall be through flanged connections which shall consist of the following : 1 . A polyethylene flange shall be thermally butt-fused to the stub end of the pipe . A stainless steel or ductile iron back- up ring shall be used on both sides of the connection prior to thermally butt-fusing the polyethylene flange . 2 . A 316 stainless steel back-up ring shall mate with a 316 stainless steel flange . 3 . Ductile iron back-up rings shall mate with cast iron flanges . M . Flange connections shall be provided with a full-face neoprene gasket. N . All PE pipe must be at the temperature of the surrounding soil at the time of backfilling and compaction . O . No single piece of pipe shall be laid unless it is straight. The centerline of the pipe shall not deviate from a straight line drawn between the centers of the openings at the ends of the pipe by more than 1 / 16-in per foot of length . If a piece of pipe fails to meet this requirement check for straightness , it shall be rejected and removed from the site . Laying instructions of the manufacturer shall be explicitly followed . P . If a defective pipe is discovered after it has been installed , it shall be removed and replaced with a sound pipe in a satisfactory manner. All pipe and fittings shall be thoroughly cleaned before 3 - 7 installation , shall be kept clean until they are used in the work and when laid , shall conform to the lines and grades required . Q . As soon as the excavation is complete to normal grade of the bottom of the trench , bedding shall be placed , compacted and graded to provide firm , uniform and continuous support for the pipe . Bell holes shall be excavated so that only the barrel of the pipe bears upon the bedding . The pipe shall be laid accurately to the lines and grades indicated on the Drawings . Blocking under the pipe will not be permitted . Bedding shall be placed evenly on each side of the pipe to mid -diameter and hand tools shall be used to force the bedding under the haunches of the pipe and into the bell holes to give firm continuous support for the pipe . Bedding shall then be placed to 12-in above the top of the pipe . The initial 3-ft of backfill above the bedding shall be placed in 1 -ft layers and carefully compacted . Generally the compaction shall be done evenly on each side of the pipe and compaction equipment shall not be operated directly over the pipe until sufficient backfill has been placed to ensure that such compaction equipment will not have a damaging effect on the pipe . The pipe manufacturer's representative prior to use shall approve equipment used in compacting the initial 3-ft of backfill . R. Good alignment shall be preserved during installation . The deflection at joints shall not exceed that recommended by manufacturer. Fittings , in addition to those shown on the Drawings , shall be provided , if required , in crossing of utilities that may be encountered upon opening the trench . S . Each length of the pipe shall have the assembly mark aligned with the pipe previously laid and held securely until enough backfill has been placed to hold the pipe in place . Joints shall not be " pulled" or "cramped . " T. Before any joint is made , the pipe shall be checked- to assure that a close joint with the next adjoining pipe has been maintained and that the inverts are matched and conform to the required grade . The pipe shall not be driven down to grade by striking it. U . Precautions shall be taken to prevent flotation of the pipe in the trench . V . When moveable trench bracing such as trench boxes , moveable sheeting , shoring or plates are used to support the sides of the trench , care shall be used in placing and moving the boxes or supporting bracing to prevent movement of the pipe , or disturbance of the pipe bedding and the backfill . Trench boxes , moveable sheeting , shoring or plates shall not be allowed to extend below the top of the pipe . As trench boxes , moveable sheeting , shoring or plates are moved , pipe bedding shall be 3 - 8 placed to fill any voids created and the backfill shall again be compacted to provide uniform side support for the pipe . W . Unless otherwise approved concrete thrust blocks shall be installed at all fittings and other locations as directed by the Engineer. Minimum bearing area shall be as shown on the Drawings . Concrete shall be placed against undisturbed material and shall not cover joints , bolts or nuts , or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks . X . Restrained joints shall be installed where shown on the Drawings , required by IRCDUS Standards , or as directed by the Engineer. 3 . 14 MARKING FOR OPEN CUT METHOD A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See trace wire Detail M- 16 for specifications regarding installation . Be Trace wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed finished grade . 3 . 15 TRENCHLESS INSTALLATION OF PRESSURE MAINS BY DIRECTIONAL BORING A . DESCRIPTION 1 . Portions of the pressure mains shall be installed by the directional bore method within the limits indicated of the contract plans and as specified here in . Generally, as a minimum , the pressure main is to be located within the road right-of-way and shall be installed by directional boring . 2 . This section includes material , performance and installation standards , and the contractor's responsibilities associated with the furnishing of labor, material , equipment, and identical required to install , complete , required trenchless installation of pressure mains , as shown on the Drawings and as specified herein . Be EXPERIENCE 1 , The Contractor must demonstrate expertise in trenchiess method by providing a list of ten ( 10 ) utility references for which similar work has been preformed in the last two years . The references should include a name and phone number where the contact can be made to verify the contractor's capability. The contractor must provide documentation 3 - 9 showing successful completion of the projects used for reference . Conventional trenching experience will not be considered applicable . 2 . Supervisory personnel must be adequately trained and shall have at least four (4) years experience in directional boring . The Contractor shall submit the names and resumes of all supervisory field personnel prior to construction . 3 . Because of time constraints , the Contractor may wish to provide multiple experience directional boring crews . 4 . Directional boring equipment shall be capable of installing the minimum pipe diameter noted on the drawings . B . SUBMITTALS 1 . Submit technical data for equipment including clay slung material , method of installation with working drawings , and proposed sequence of construction for approval by the Engineer. 2 . Prior approval for directional boring , the Contractor must submit the names of supervisory personnel , and history information of the directional boring experience . In addition the Contractor must submit for approval nameplate , data for the drilling equipment, mobile spoils removal units and Material Safety Data Sheets ( MSDS ) information for the drilling slurry compounds . 3 . The Contractor is required to bring to the attention of the engineer any known design discrepancies with actual tunneling methods that the contractor will be performing . This shall be stated in writing to the Engineer at the pre- construction meeting . C . INSTALLATION 1 . Installation shall be in a trenchless manner producing continuous bores . 2 . The tunneling system shall be remotely steerable and permit electronic monitoring of tunnel depth and location . Accurate placement of pipe within a +/- 2-inch window is required both horizontally and vertically. Turning capability of 90-degrees radius in 40 feet is required . Continuous monitoring of the boring head is required , including across open water if necessary . 3 . The directional boring Contractor shall submit certification , by a Professional Engineer licensed in the State of Florida , that the directional boring has been preformed in accordance to the construction drawings , and shall submit signed and sealed drawings . Record Drawings (As- Built) shall provide both . in both electronic format and hard paper copy . 3 - 10 4 . Tunneling shall be preformed by a fluid -cutting process ( high pressure-low volume ) utilizing liquid clay i . e . bentonite . The clay lining will maintain tunnel stability and provide lubrication in order to reduce frictional drag while the pipe is being installed . In addition , the clay fluid must be totally inert and contain no environmental risk . The Contractor must also have a mobile vacuum spoils recovery vehicle on site to remove the drilling spoils from the access pits . The spoils must then be transported from the job site and be properly disposed off the site . The drilling spoils , under no circumstances , shall not be disposed into a sanitary sewer, storm , or other public or private drainage system . Spoils may be transported to the County's Solid Waste Facility and the cost of disposal shall be by the County. 5 . Liquid clay type colloidal drilling fluid shall consist of at least 10 percent of high-grade carefully processed bentonite to consolidate cuttings of the soil , to seal the walls of the hole , and to furnish lubrication for subsequent removal of cuttings . The slurry that is heavier than the surrounding material , is high in colloids of the bentonite type and it will deposit a thin filter cake of low permeability material on the walls of the bore . This will allow only a small amount of the fluid to pass into the surrounding soils and will stabilize the bore . The colloidal content of the fluid imparts excellent lubricating qualities to the slurry that is a distinct aid to the removal of the soil cuttings . 6 . Pneumatic or water jetting methods will be considered unacceptable due to the possibility of surface subsidence . 7 . After an initial bore has been completed , a reamer will be installed at the termination pit and the pipe shall be pulled back to the starting pit. The reamer shall be capable of discharging liquid clay to facilitate the installation of the pipe into a stabilized and lubricated tunnel . 8 . A minimum of two (2) insulated #6 stranded tracer wire shall be installed along with the PE pipe . The tracer wire shall be tested for continuity upon completed installation . Should both tracer wires fail to test for continuity then the test shall be considered a failure and the wires shall be replaced . Tracing wires , #10 stranded conductor copper, shall be wrapped or affixed to the top of the pipe and fittings . 9 . Upon completion of boring and pipe installation , the Contractor shall remove all spoils from the starting and termination pits . All pits shall be restored to their original condition . 10 . The shoulders , ditches , banks , and slopes of roads and railroads crossed and paralleled shall not wash out before becoming consolidated . Restoration shall be as required by the jurisdictional authority and as specified within the Contract Document, END OF SECTION 3 - 11 SECTION 4 GRAVITY SANITARY SEWERS DUCTILE IRON PIPE SECTION 4 GRAVITY SANITARY SEWERS DUCTILE IRON PIPE 4. 01 SCOPE This section covers ductile iron pipe and fittings for gravity sanitary sewers , 4 . 02 GENERAL A, Ductile iron pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by Indian River County Department of Utility Services ( IRCDUS ) during construction permit review or by IRCDUS field personnel .during construction if it is determined that ductile iron pipe is unsuitable for the particular application . B . All ductile iron pipes shall be manufactured in accordance with AWWA Standard Specifications C150/A21 , 50-96 and C151 /A21 . 51 -96 , or latest revisions , and shall be pressure Class 300 or 350 minimums , as depicted on Table 4 . 1 on page 4-2 . All ductile iron pipe crossing under roadways shall be pressure Class 350 minimum . C , Unless specifically indicated otherwise , underground piping shall be bell and spigot, mechanical joint , or restrained joint and aboveground piping shall be flanged , D , Cutting of ductile iron pipe shall be by sawing only, 4. 03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with the latest AWWA Standard Specifications C150/A21 . 50-96 and C151 /A21 . 51 -96 . Cast ductile iron shall have a minimum tensile strength of 60 , 000 psi with a minimum yield strength of 42 , 000 psi . Pipe wall thicknesses shall be computed in accordance with AWWA Standard Specifications C150/A21 , 50-96 , using the physical characteristics cited above with a minimum working pressure of 200 psi and a Laying Condition "Type 2. " Unless otherwise indicated or specified herein , the pipe shall have the minimum wall thickness according to class designation for diameters shown . All pipes shall be given a minimum factory hydrostatic test of 500 psi , 4 - 1 TABLE 4. 1 PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS ( INCHES) ( INCHES) ( INCHES) ( INCHES) 3 3 .96 --- 0 .25 4 4 . 80 --- 0 .25 6 6 .90 --- 0 . 25 8 9 . 05 --- 0 .25 10 11 . 10 --- 0 .26 12 13 .20 --- 0 .28 14 15 . 30 0 . 30 0 .31 16 17 .40 0 . 32 0 . 34 18 19 . 50 0 . 34 0 . 36 20 21 . 60 0 . 36 0 . 38 24 25 . 80 0 .40 0 .43 30 32 . 00 0 . 45 0 .49 36 38 . 30 0 . 51 0 . 56 42 44 . 50 0 . 52 0 . 63 48 50 . 80 0 . 64 0 . 70 54 57 . 56 0 . 72 0 . 79 60 61 . 61 0 . 76 0 . 83 64 65 . 67 0 . 80 0 . 87 4. 04 FITTINGS A. All underground fittings shall be either push-on , restrained , or mechanical joint. Mechanical joints shall conform to AWWA Standard Specifications C110/A21 . 10-98 or C153/A21 . 53-00 , or latest revisions . All aboveground fittings shall be flanged joint. B . The pressure rating shall be 350 psi . C . All fittings shall be lined with the same materials as specified for the pipe , as per paragraph 4 . 05 . 4. 05 LINING AND COATING A. Unless otherwise indicated , all ductile iron pipe shall be factory lined and coated . B . Lininq : For 4" and larger, the interior of the pipe shall have a fusion-bonded ceramic epoxy lining . The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40 . 0 mils and shall be per the Approved Manufacturer' s Products List. If and where directed by the Engineer of Record and the IRCDUS , a polyethylene encasement shall be provided over pipe and fittings . C . Coating : Unless otherwise specified , the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1 . 0 mil . See Approved Manufacturer's Products List for coating material . 4 - 2 D . Lining Inspection : 1 . All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge . The thickness testing shall be done using the method outlined SSPC-PA-2 film thickness rating . 2 . The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2 , 500-volt test. 3 . Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on that date . E . Certification of Lining Inspection : The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification , and that the material used was as specified , and that the material was applied as required by the specification . F . Repair: Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease , and dirt and re-coated to a minimum dry film as specified for the individual piece . G . Encasement: If and when directed by the Engineer of Record and IRCDUS , a polyethylene encasement shall be provided around pipe , fittings , and valves . The material , installation , and workmanship shall conform to applicable sections of AWWA Standard Specifications C105/A21 . 5-99 , or latest revision . Installation methods A or B shall be employed using flat tube polyethylene . The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation . Backfilling following installation shall be completed without delay to avoid exposure to sunlight. H . All exposed sewer ductile iron pipe shall be coated (painted ) green per approved manufacturer's Product List. 4. 06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on , mechanical , or restrained joints in accordance with AWWA Standard Specifications C111 /A21 . 11 - 00 , or latest revision . Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by Engineer or IRCDUS . 4. 07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical characteristics ( requirements ) as set forth in the Handbook of Ductile Iron Pipe Research Association , latest 4 - 3 revisions . Flanges shall be in accordance with ANSI Specification 816 . 1 for Class 125 flanges . Bolts shall comply with ANSI Specification B18 . 2 . Be Flanged pipe shall be faced and drilled to the American Standard Drilling , unless special drilling is called for or required . Where tap or stud bolts are required , flanges shall be tapped . Flanges shall be accurately faced and drilled smooth and true , at right angles to the pipe axis , and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling . C , Flanged pipe with screwed-on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop , and the face of the flange and end of pipe refaced together, There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . D , Flanged joints shall be secured with bolts or stud bolts and nuts . Bolts , stud bolts , and nuts shall conform to American Standard heavy dimensions , semi-finished with square or hexagonal heads and cold punched hexagonal nuts , meeting the requirements of ASTM Designation A-307 . Bolt sizes shall be American Standard for the flanges specified , and bolts and nuts shall have good , true threads . E , Gaskets shall be in accordance with AWWA Standard Specifications C115/A21 . 15-99 , or latest revision . 4 . 08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the Engineer or IRCDUS , Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections . 4 . 09 MARKING A, Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe , See Trace Wire Detail M- 14 for specifications regarding installation . Be Trace wire is required over all pipes . C , A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed finished grade . 4 - 4 4. 10 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions . The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood , small animals , and any other foreign material that . would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering . All piping shall be placed in a dry trench , unless the Engineer or IRCDUS approves wet trench installation . B . Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches . Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level . Pipe must have the minimum cover described above and must be within +/- 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it does meet these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top . of ground elevations to see if they conform to the aforementioned requirements , at no cost to the Owner. END OF SECTION 4 - 5 SECTION 5 GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE SECTION 5 GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE 5. 01 SCOPE This section covers polyvinyl chloride pipe and fittings for gravity sanitary sewers . 5 . 02 GENERAL A. Polyvinyl chloride ( PVC) pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services ( IRCDUS ) may require the use of material other than polyvinyl chloride during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application . B . Polyvinyl chloride ( PVC) gravity sewer pipe can be used up to a depth of sixteen feet as specified herein . Ductile iron pipe shall be used for depths greater than 16 feet, except where other material is specifically specified and approved by IRCDUS 's Engineer. 5 . 03 GRAVITY SEWER PIPE AND FITTINGS A. Gravity sewers lines and laterals shall be extra strength polyvinyl chloride pipe and shall conform to the latest ASTM Designation D3034-SDR26 . Fittings installed in polyvinyl chloride pipe shall conform to the same specifications as the pipe in which they are installed . B . In addition to the requirements of ASTM specifications , the pipe shall not be out-of--round or crooked in alignment as determined by the Engineer. Any length of pipe 6 inches or greater in diameter whose inside diameters measured at right angles to each other vary more than '/ inch may be rejected . C . Polyvinyl chloride pipe shall be a maximum of 20 feet in length and shall be on the Approved Manufacturer' s Product List. D . Material shall meet or exceed the requirements of ASTM Designation 1784 , Type 1 , Grade 1 ( 12454- 8 ) . All P . V . C . materials shall be stored in accordance with the manufacturer' s specifications ( not in direct sunlight) . PVC pipe and fittings , which show signs of ultraviolet degradation , 5 - 1 are considered substandard and unfit for use , and will be rejected by the IRCDUS ' s Engineer, E . All wyes , fittings , laterals , and manhole couplings shall be manufactured by same manufacturing company as the pipe or approved equal , see Approved Manufacturer' s Product List . Adapters shall be compatible to the approved pipe and appurtenances . All joints shall be rubber gasketed . F . The pipe shall be green in color. 5 . 04 PIPE JOINT SEALS A. Joint seals in polyvinyl chloride pipe and fittings shall comply with ASTM Designation D3212 . B . The joint shall remain sealed by its own compression . Adhesives shall not be necessary to weld or fuse the gaskets together. C . The compressive stress which is developed in the gasket material shall be as high as is permitted by the strength of the bell in ring tension , with due regard to factor of safety , and this stress shall be at its maximum value when the joint is completely assembled . 5 . 05 RETROFITTING SEWER LATERALS Gravity sewer systems shall be designed such that laterals are provided to serve all units and lots . In cases where sewer laterals must be added to a gravity sewer main , connections shall be made by installing a sewer service wye branch and a sleeve-type adapter, whichever is specified by IRCDUS for the particular application . 5. 06 SUBMITTALS Before starting fabrication of the PVC pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the Engineer or IRCDUS . Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . 5. 07 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See trace wire Detail M- 16 for specifications regarding installation . B . Trace wire is required over all pipes . 5 - 2 C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed grade . 5 . 08 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions . The Contractor shall use every precaution during construction to protect the pipe against the entry of non-potable water, dirt, wood , small animals , and any other foreign material that would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench , unless the Engineer or IRCDUS approves wet trench installation . B . Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or . otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches . Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level . Pipe must have the minimum cover described above and must be within +/- 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it meets these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements , at no additional cost to the Owner. END OF SECTION 5 - 3 SECTION 6 WASTEWATER AND RECLAIMED WATER FORCE MAINS DUCTILE IRON PIPE AND FITTINGS k . ' SECTION 6 WASTEWATER AND RECLAIMED WATER FORCE MAINS DUCTILE IRON PIPE AND FITTINGS 6 . 01 SCOPE This section covers cast ductile iron pipe and fittings for wastewater and reclaimed water force mains . 6 . 02 GENERAL A. Ductile iron pipe shall be allowed for use as wastewater and reclaimed water force main pipe where compatible with the specific conditions of the project. The use of material other . than ductile iron may be required by Indian River County Department of Utility Services ( IRCDUS ) during construction permit review or by IRCDUS field personnel during construction if it is determined that ductile iron pipe is unsuitable for the particular application . Be All ductile iron pipes shall be manufactured in accordance with AWWA Standard Specifications C150/A21 . 50-96 and C151 /A51 - 96 , or latest revisions , and shall be pressure Class 300 or 350 minimum - as depicted on Table 6 . 1 on page 6 -2 . All ductile iron pipes crossing under roadways shall be pressure Class 350 minimum . C . Unless specifically indicated otherwise , underground piping shall be bell and spigot and aboveground piping shall be flanged . D . Cutting of ductile iron pipe shall be by sawing . 6 . 03 PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Standard Specifications C150/A21 . 50-96 and C151 /A51 -96 , or latest revisions . Cast ductile iron pipe shall have a minimum tensile strength of 60 , 000 psi with a minimum yield strength of 42 , 000 psi . Pipe wall thicknesses shall be computed in accordance with AWWA Standard Specification C150/A21 . 50-96 , or latest revision , using the physical characteristics cited above with a minimum working pressure of 200 psi and a Laying Condition "Type 2 . " Unless otherwise indicated or specified herein , the pipe shall have the minimum wall thickness according to class designation for diameters shown . All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch . 6 - 1 TABLE 6 . 1 PRESSURE CLASS OUTSIDE 300 PSI 350 PSI SIZE DIAMETER THICKNESS THICKNESS (INCHES) (INCHES) ( INCHES) ( INCHES) 3 3 . 96 --- 0 .25 4 4 . 80 --- 0 .25 6 6 .90 --- 0 . 25 8 9 . 05 --- 0 . 25 10 11 . 10 --- 0 . 26 12 13 .20 -- 0 .28 14 15 . 30 0 . 30 0 . 31 16 17 .40 0 . 32 0 . 34 18 19 . 50 0 . 34 0 . 36 20 21 . 60 0 . 36 0 . 38 24 25 . 80 0 .40 0 .43 30 32 . 00 0 .45 0 .49 36 38 .30 0 . 51 0 . 56 42 44 . 50 0 . 52 0 . 63 48 50 . 80 0 . 64 0 . 70 54 57 . 56 0 . 72 0 . 79 60 61 .61 0 . 76 0 . 83 64 65 .67 0 . 80 0 . 87 6 .04 FITTINGS A. All underground fittings shall be either push-on , restrained , or mechanical joint. Mechanical joints shall conform to AWWA Standard Specification C110/A21 . 10-98 ) or C153/A21 . 53 -00 ) , or latest revisions . All aboveground fittings shall be flanged joint . B . The pressure rating shall be 350 psi . C . All fittings shall be lined with the same material as specified for the pipe , as per paragraph 6 . 05 . 6 . 05 LINING AND COATING A . Unless otherwise indicated , all ductile iron pipes shall be factory lined and coated . B . Lining : For 4 " and larger, the interior of the pipe shall have a fusion- bonded ceramic epoxy lining . The epoxy material shall be applied in 1 coat with a minimum dry film thickness of 40 . 0 mils , see Approved Manufacturer' s Product List. If and where directed by IRCDUS , a polyethylene encasement shall be provided over pipes and fittings . 6 - 2 C . Coating : Unless otherwise specified , the exterior of the pipe shall have a bituminous coating to a minimum dry film thickness of 1 . 0 mil . D . Lininq Inspection : 1 . All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge . The thickness testing shall be done using the method outlined SSPC- PA-2 film thickness rating . 2 . The interior lining of all pipe and fittings shall be tested for pinholes with a nondestructive 2 , 500-volt test. 3 . Each pipe joint and fitting shall be marked with the date of application of the lining system and with its numerical sequence of application on that date . E . Certification of Lininq Inspection : The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification , and that the material used was as specified , and that the material was applied as required by the specification . F . Repair: Anywhere that the coating is removed purposely or accidentally , the area shall be cleaned of any rust, grease , and dirt and re-coated to a minimum dry film as specified for the individual piece . G . Encasement: If and when directed by IRCDUS 's Engineer, a polyethylene encasement shall be provided around pipe , fittings , and valves . The material , installation , and workmanship shall conform to applicable sections of AWWA Standard Specifications C105/A21 . 5-99 , or latest revision . Installation methods A or B shall be employed using flat tube polyethylene . The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation . Backfilling following installation shall be completed without delay to avoid exposure to sunlight. H . All exposed ductile iron pipes shall be painted green per Approved Manufacturer' s Product List . 6 . 06 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on , mechanical , or restrained joints in accordance with AWWA Standard Specifications C111 /A21 . 11 - 00 , or latest revision . Pipe restraints shall also be in accordance with IRCDUS Standards or as directed by IRCDUS ' s Engineer. 6 - 3 6 . 07 FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe Research Association . Flanges shall be in accordance with ANSI Specification 816 . 1 for Class 125 flanges . Bolts shall be stainless and comply with ANSI Specification 818 . 2 . Be Flanged pipes shall be faced and drilled to the American Standard Drilling , unless special drilling is called for or required . Where tap or stud bolts are required , flanges shall be tapped . Flanges shall be accurately faced and drilled smooth and true , at right angles to the pipe axis , and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling . C . Flanged pipe with screwed-on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . D . Flanged joints shall be made with bolts or stud bolts and nuts . Bolts , stud bolts , and nuts shall conform to American Standard heavy dimensions , semi-finished with square or hexagonal heads and cold punched hexagonal nuts ; meeting the requirements of ASTM Designation A-307 . Bolt sizes shall be American Standard for the flanges specified , and bolts and nuts shall have good , true threads . E . Gaskets shall be in accordance with AWWA Standard Specifications C115/A21 . 15-99 , or latest revisions . 6 .08 SUBMITTALS Before starting fabrication of the ductile iron pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS . Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . The drawings submitted shall show flanged joined sections placed so as to be removable without disturbance to the main pipe sections . 6 . 09 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See Trace Wire Detail M- 16 for specifications regarding installation . 6 - 4 B . Trace Wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below proposed finished grade . 6 . 10 INSTALLATION A . Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions . The Contractor shall use every precaution during construction to protect the pipe against the entry of non-potable water, dirt , wood , small animals , and any other foreign material that would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering equipment at no additional cost to the IRCDUS . All piping shall be placed in a dry trench , unless the Engineer and IRCDUS approves wet trench installation . B . Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches . Contractor shall determine top of . pipe elevation and top of ground elevation for every two joints of pipe installed using a level . Pipe must have the minimum cover described above and must be within +A 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it does meet these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements , at no cost to the Owner. END OF SECTION 6 - 5 SECTION 7 WASTEWATER AND RECLAIMED WATER FORCE MAINS POLYVINYL CHLORIDE PIPE SECTION 7 WASTEWATER AND RECLAIMED WATER FORCE MAINS POLYVINYL CHLORIDE PIPE 7 . 01 SCOPE This section covers polyvinyl chloride pipe and fittings for wastewater and reclaimed water force main . 7 .02 GENERAL Polyvinyl chloride ( PVC) pipe shall be allowed for use as wastewater and reclaimed water force main pipe where compatible with the specific conditions of the project. Indian River County Department of Utility Services ( IRCDUS ) may require the use of material , other than polyvinyl chloride , during construction permit review or by IRCDUS field personnel during construction if it is determined that polyvinyl chloride pipe is unsuitable for the particular application . 7 .03 PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying or transmitting wastewater or reclaimed water shall be designed for a minimum working pressure of 150 psi . B . Polyvinyl chloride pressure pipe shall conform to AWWA Standards Specifications C900 latest revision , or C909 , latest revision and ASTM D1784 and D2241 , latest revision . PVC pressure pipe shall be made from Class 12454-A or Class 12454- 13 material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR18 . C . Polyvinyl chloride pressure pipe less than 4" diameter shall be DR-21 , PR-200 . D . Polyvinyl chloride pipe shall be purchased per Approved Manufacturer's Product List, E . The pipe used for wastewater shall be green in color. The pipe used for reclaimed water shall be purple in color. 7 .04 PIPE MATERIALS FOR SIZES 14" THROUGH 36 " A. All pipe and fittings intended for conveying or transmitting wastewater or reclaimed water shall be designed for a minimum working pressure of 150 psi . B . Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards Specifications C905-97 and ASTM D1784 , latest revisions . PVC pressure pipe shall be made from Class 12454-A 7 - 1 or Class 12454B material and conform to the outside diameter of cast iron pipe with a minimum wall thickness of DR26 . C . Polyvinyl chloride pipe shall be purchased per the Approved Manufacturer's Product List , D . The pipe used for wastewater shall be green in color. The pipe used for reclaimed water shall be purple in color. 7 . 05 JOINTS A. Joints for PVC pressure pipe shall be bell and spigot push-on rubber gasket type only. No solvent weld or threaded joints will be permitted . Be The Engineer of Record or IRCDUS may consider other type joints for specific installation upon submission of specifications and approval . C . Restraint joints , when required , see Approved Manufacturer's Product List. 7 . 06 FITTINGS A. All underground fittings shall be either ductile iron push-on , restrained , or mechanical joint . Mechanical joints shall conform to AVW1/A Standard Specifications C110/A21 . 10 or C153/A21 . 53 latest revisions . Fittings shall be fusion-bonded ceramic epoxy lined . The epoxy material shall be applied in one coat with a minimum dry film thickness of 40 . 0 mils and shall be Protecto 401 or approved equal . All aboveground exposed fittings shall be flanged . Be The pressure rating shall be 350 psi . C . Joint restraint, when required ; see Approved Manufacturer's Product List. 7 . 07 SUBMITTALS Before starting fabrication of the PVC pipe and fittings , the Contractor shall submit complete detailed working drawings for approval by the Engineer and IRCDUS . Such drawings shall show the piping layouts and contain schedules of all pipe , fittings , valves , expansion joints , hangers and supports , and other appurtenances . Where special fittings are required , they shall be shown in large detail with all necessary dimensions . The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections . 7 - 2 7 . 08 MARKING A. Number 10 stranded conductor copper trace wire shall be spiral wrapped or affixed to the top of the pipe . See Trace Wire Detail M- 16 for specifications regarding installation . Be Trace wire is required over all pipes . C . A 2" wide magnetic I . D . location tape is required over all pipes . Tape is to be installed 12" below finished grade . 7 . 09 INSTALLATION A. Unless otherwise noted on the drawings or in other sections of this specification , the pipe shall be handled and installed in strict accordance with the manufacturer's instructions . The Contractor shall use every precaution during construction to protect the pipe against the entry of non-potable water, dirt, wood , small animals , and any other foreign material that would hinder the operation of the pipeline . Where the groundwater elevation is above the bottom of the trench , the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench , unless the Engineer of Record and IRCDUS approve wet trench installation . Be Depth of Cover and Pipe Elevation : Unless otherwise shown on the drawings , or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches . Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level . Pipe must have the minimum cover described above and must be within +/- 0 . 2 feet of the top of pipe elevation indicated on the drawings . Installed pipe , which does not meet these requirements , shall be reinstalled until it does meet these requirements . Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer of Record or his representative and IRCDUS . Engineer of Record or IRCDUS reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements , at no cost to the Owner. END OF SECTION 7 - 3 SECTION 8 SUBMERSIBLE WASTEWATER PUMPING STATION SECTION 8 SUBMERSIBLE WASTEWATER PUMPING STATION 8 . 01 GENERAL A. The station shall be complete with pumps , motors , piping , valves , electrical work (including motor controls ) , structure , connections and all other needed appurtenances , tested and ready for service prior to the sign-off or acceptance by IRCDUS . B . These specifications are intended to give a general description of what is required , but do not cover all details , which will vary in accordance with the requirements of the equipment as offered . It is , however, intended to cover the furnishing , the shop testing , the delivery and complete installation and field testing of all materials , equipment and appurtenances for the complete pumping units as herein specified , whether specifically mentioned in these specifications or not. C . For all units there shall be furnished and installed all necessary and desirable accessory equipment and auxiliaries , whether specifically mentioned in these specifications or not, and as required for an installation incorporating the highest standard for the type of service , including field testing of the entire installation and instructing the IRCDUS 's regular operating personnel in the care , operation and maintenance of all equipment. D . A manhole shall be constructed 20' upstream of a lift station . There shall be only one pipe connection from this manhole to the lift station . The pipe between the lift station and manhole shall be SDR-26 or C-900 PVC pipe . 8 . 02 DESCRIPTION OF SYSTEMS The pump station shall be comprised of a concrete wet well , concrete valve pit, RTU , at least two submersible wastewater pumps and controls , discharge piping and all appurtenances as specified herein or needed . The pump station will pump raw, unscreened , domestic wastewater into a force main . 8 . 03 QUALIFICATION A. To assure unity of responsibility, the motors and control system shall be furnished and coordinated by the pump manufacturer. The Engineer of Record shall assume responsibility for the satisfactory installation and operation of the entire pumping system , including pumps , motors , and controls as specified . 8 - 1 B . The pumps covered by these specifications are intended to be standard pumping equipment of proven ability as manufactured by a reputable manufacturer having extensive experience in the production of such pumps . The pumps furnished shall be designed , constructed and installed in accordance with the best practice and methods , and shall operate. satisfactorily when installed . Pumps shall be manufactured in accordance with the Hydraulic Institute Standards , C . The control system shall have an established record of successful performance for similar service and be approved by the IRCDUS . D . All equipment furnished under this specification shall be new, and shall be the standard product of manufacturers having a successful record of manufacturing and servicing the equipment and systems specified herein for a minimum of five (5 ) years . E . The pumps shall be furnished complete with controls and accessories required , and shall be as on the Approved Manufacturer's Product List. Grinders pumps shall be permitted for pumps 10 . 0 HP or less , unless otherwise approved by IRCDUS 's Engineer. Three phase electrical power will be required for all pumping stations . 120/240 volt service will be required for pump stations up to 25hp . 277/480 volt service will be required for pump stations larger than 25hp . 8 . 04 OPERATING INSTRUCTIONS A. Operating and maintenance manuals shall be furnished . The manuals shall be prepared specifically for this installation and shall include all required cuts , drawings , equipment lists , descriptions , etc. , that are required to instruct operating and maintenance personnel unfamiliar with such equipment . The number and special requirements shall be as specified by the County. B . A factory representative of all major component manufacturers , who has complete knowledge of proper operation and maintenance , shall be provided for one ( 1 ) full day to instruct representatives of the Owner and the Engineer on proper operation and maintenance . If there are difficulties in operation of the equipment due to the manufacturer' s design or fabrication , additional service shall be provided at no cost to the Owner. 8 - 2 8 . 05 TOOLS AND SPARE PARTS A. Any special tools required shall be provided . B . The manufacturer shall furnish a complete set of recommended spare parts necessary for the first three (3) years of operation of the pumping system , which shall include at least the following : 1 . 1 — set of upper bearings 2 : 1 — set of lower bearings 3 . 1 — set of upper and lower shaft seals 4 . 1 —relay and phase monitor for each type supplied with the pump control panel for each station 5 . 1 — spare impeller (5 - spare impellers for Grinder Pumps ) 6 . 1 — PUC-001 pump control module for R . T. U . 7. 1 -- Back Pack Radio for TAC Pack C . Spare parts shall be properly bound and labeled for easy identification without opening the packaging , and suitably protected for long -term storage . 8 . 06 WARRANTY A. The Contractor and the equipment manufacturers shall warrant all equipment supplied under this section for a period of one ( 1 ) year. Warranty period shall commence on final date when the IRCDUS accepts the project . B . The equipment shall be warranted to be free from defects in workmanship , design and materials . If any part of the equipment should fail during the warranty period , it shall be replaced in the machine (s ) and the unit(s ) restored to service at no expense to the IRCOUS . C . The manufacturer's warranty period shall run concurrently with the Contractor's warranty period . No exception to the provision shall be allowed . 8 . 07 MATERIALS AND EQUIPMENT A. The pumping units required under this section shall be complete , including pumps and motors with proper alignment and balancing of the individual units . All parts shall be so designed and proportioned as to have liberal strength , stability,. and stiffness , and to be especially adapted for the work to be done . Ample room shall be provided for inspection , repairs , and adjustments . B . Each foundation plate for each pump shall be rigidly and accurately anchored into position . The same pump manufacturer 8 - 3 shall furnish all necessary foundation bolts , plates , nuts , and washers for installation by the Contractor. Each foundation plate shall be %2" thick Type 316 stainless steel . Foundation bolts , nuts , washers , . and spare parts shall be Type 316 stainless steel . C . Stainless steel nameplates giving the name of the manufacturer, head , speed , and all other pertinent data shall be attached to each pump and motor. 8 . 08 PUMPS A. General 1 . The pumps shall be totally submersible centrifugal pumps with close-coupled motors designed to pump sewage . The design shall be such that the pumping units shall be automatically connected to the discharge piping when lowered into place on the discharge connection . The pumps shall be easily removable for inspection or service , requiring no bolts , nuts or other fastenings to be removed for this purpose , or need for personnel to enter the pump well . Each pump shall be fitted with a 316 stainless steel lifting cable of adequate strength , and shall be five (5 ) feet longer than wet well depth to control panel to permit raising the pump for inspection and removal . 2 . The impeller shall be constructed of nodular iron SP . The hydraulic design shall incorporate a single vane centrifugal impeller. The design shall permit low liquid velocities and gradual acceleration and change of flow direction of the pumped media . The impeller/casing design shall result in a passage free of surfaces to which solid or fibrous materials can adhere . The overall pump design shall combine high efficiency, low required NPSH , large ball passage and the ability to handle high solids concentrations efficiently. All other parts shall be of close grain gray iron construction , with all parts coming into contact with sewage protected by a coat of rubber-asphalt paint. All external bolts and nuts shall be of stainless steel . The impeller shall be of a centrifugal type , capable of passing 3-inch minimum diameter solids , fibrous material , and heavy sludge . If riser pipes are less than 3" in the wet well then the pumps must be grinder pumps . 3 . Each pump shall be provided with a tandem double mechanical seal running in an oil reservoir, composed of two separate lapped face seals , each consisting of one stationary and one rotating tungsten-carbide or silicon 8 - 4 carbide ring with each pair held in contact by a separate spring , so that the outside pressure assists spring compression in preventing the seal faces from opening . The compression spring shall be protected against exposure to the pumped liquid . The pumped liquid shall be sealed from the oil reservoir by one face seal and sealed from the oil reservoir from the motor chamber by the other. The seals shall require neither maintenance nor adjustment, and shall be easily replaced . Conventional double mechanical seals with a single spring between the rotating faces , requiring constant differential pressure to effect sealing and subject to opening and penetration by pumping forces , shall not be considered equal to tandem seal specified and required . 4 . A sliding guide bracket shall be an integral part of the pumping unit, and the pump casing shall have a machined connecting flange to connect with the cast iron discharge connection , which shall be bolted to the floor of the sump with stainless steel anchor bolts and so designed as to receive the pump connection without the need of any bolts or nuts . Sealing of the pumping units to the discharge connection shall be accomplished by a simple linear downward motion of the pump , with the entire weight of the pumping unit guided by 304 stainless steel guides which will press it tightly against the discharge connection . No portion of the pump shall bear directly on the floor of the sump , and no rotary motion of the pump shall be required for sealing . 5 . Pump motors shall be housed in an air-filled , watertight casing . Motors shall be a NEMA Design B with a 1 . 15 service factor. Insulation shall be moisture-resistant NEMA Class F with a maximum temperature rise of 90 degrees Celsius above ambient temperature (4 degrees Celsius ) . Motor characteristics are noted on the Drawings . Pump motors shall have cooling characteristics suitable to permit continuous operation , in a totally , partially or non- submerged condition . Each motor shall incorporate an ambient temperature compensated overheat sensing device and a moisture sending device wired in series . The protective devices shall be wired into the pump controls in such a way that if either device operates , the pump will shut down . The devices shall be self- resetting . The cable shall be fixed to the pump using a watertight trumpet assembly. The pump shall be capable of running continuously in a totally dry condition under full load , without damage , for extended periods . Before final acceptance , a field running test demonstrating this ability, with four (4 ) hours of continuous operation (water supplied by the contractor) under the above conditions , shall be 8 - 5 performed for all pumps being supplied , if required by the IRCDUS . Pump motor cables shall be suitable for submersible pump applications and shall be properly sealed . 6 . Motor windings shall be treated with a mildew preventative . B . Each pumping unit and its driving equipment shall be designed and constructed to withstand the maximum turbine runaway speed of the unit due to backflow through the pump . C . Performance Requirements For Performance Requirements , refer to IRCDUS Standards , Pumping Station Data Table on Drawing No . S- 15 . 8 . 09 ACCESS FRAMES AND GUIDES A. The pumping station shall be furnished with the necessary aluminum access frames , complete with hinged and hasp- equipped covers , stainless steel upper guide holder, power cable holder and level sensor cable holder. The frames shall be securely mounted above the pumps . Doors shall have safety locking handles in open position . Doors shall be of aluminum. checkered plate with stainless steel hinges and hardware . The access cover and frame shall be as sized on the Drawings . B . Lower guide holders shall be integral with the discharge connection . Guide bars shall be of Schedule 40 , 2" Welded 304 stainless steel pipe of the size indicated on the Drawings and of the length required by the pump manufacturer. 8 . 10 PUMP CONTROL SYSTEM MANUAL SYSTEM ( NON -REMOTE TRANSMITTER UNIT) (SEE DETAIL DRAWINGS S -16) A. General 1 . A pump controller shall be provided for the wastewater pumping station . The controller shall respond to the liquid level sensor to automatically start and stop pumps to pace pump station influent flow, and shall be approved by IRCDUS . 2 . The pump controller shall be the standard system of the manufacturer as modified for this application . The wet well levels to be used in operation are as shown on Detail Drawings S- 14 and S- 15 of the IRCDUS Standards . 8 - 6 B . Operation Requirements 1 . The control panels shall consist of a main circuit breaker and generator breaker with mechanical interlock , an emergency power receptacle , a motor circuit protector ( MCP ) and magnetic starter for each pump motor, and 20 ampere , 120 volt circuit breakers as required . MCP motor control panel shall meet all requirements of service entrance by properly bonding neutral or shall be UL service entrance rated . A low and high level alarm and pump shutoff shall be accomplished by float type , liquid level control system , with all components mounted in one common enclosure . Control switches shall provide means to operate each pump manually or automatically. When operated in the automatic mode , the control assembly shall provide means to manually select or automatically alternate the position of the " lead" and " lag" pumps after each pumping cycle . A three position alternate switch labeled "test-off-auto" shall be provided to manually select which pump shall be the lead pump , when necessary , and also be able to test the alternator to see if it is still operational . 2 . A float type liquid level control system shall continuously monitor wet well liquid level and control operation of the low-level cutoff for the pumps , and shall operate on a 24- volt circuit. 3 . An unfused safety switch shall be installed between the meter and panel . This switch shall be in a NEMA 3X , UL rated , stainless steel waterproof enclosure , per Approved Manufacturer's Product List. Amperage shall be at least equal to that of the main breaker. C . Construction 1 . The electrical control equipment shall be mounted within a modified NEMA 3X, UL rated , stainless steel , dead front enclosure . The enclosure shall be equipped with a door and may incorporate a removable back panel on which control components shall be mounted . Back panel shall be secured to enclosure with collar studs . All lines entering the enclosure shall be protected by diaphragm type seals at the source and shall be behind the dead front enclosure , entering from the side or bottom only. The seals shall prevent moisture from entering the enclosure . Two cable connectors per Approved 8 - 7 Manufacturer' s Product List shall be provided to terminate the motor cables in the control panel . The connectors shall be suitable for a 2 " conduit with a neoprene bushing suitable for the motor cables supplied . 2 . Components a . All motor branch circuit breakers , motor starters , and control relays shall be of highest industrial quality, securely fastened to the removable back panels with screws and lock washers . Back panels shall be tapped to accept all mounting screws . Self-tapping screws shall not be used to mount any component. A non-corrosive material shall be utilized for wire connection locations within the box. b . A thermal-magnetic air circuit breaker, per Approved Manufacturer's Product List, shall be furnished for the main breaker. The manufacturer shall seal all circuit breakers after calibration to prevent tampering . An Motor Control Panel ( MCP) shall be provided for each motor starter. Each MCP shall be adequately sized to meet the pump motor and station operating conditions . C, An open frame , across-the-line , NEMA rated , magnetic motor starter, Class 8536 , per Approved Manufacturer's Product List, shall be furnished for each pump motor. Reduced voltage motor starters , Class 8606 , per Approved Manufacturer's Product List, are required for all 30 HP and larger motors . All motor starters shall be equipped to provide under-voltage release and overload protection on all three phases . Motor starter contacts shall be easily replaceable without removing the motor starter from its mounted position . Overload reset push buttons shall be located on the inside of the control compartment door. d. An emergency power receptacle shall be installed in the side of the control panel and connected to the line side of the generator breaker. The receptacle ; shall be per Approved Manufacturer's Product List. e. A ground fault indicator duplex utility receptacle providing 120 volt, 20 amp , 60 hertz, single phase current shall be mounted on the internal door. 8 - 8 f. The control panel shall include an adjustable time delay relay to prevent both pumps from starting simultaneously. Time delay relays shall be electronic type . 3 . Operating Controls and Instruments a . All operating controls and instruments shall be securely mounted on the control compartment door. All controls and instruments shall be clearly labeled to indicate function . b . Pump mode selector switches shall be Hand-Off- Auto type to permit override of automatic level control and manual actuation of shutdown of either pump motor. Operation of pumps in manual mode shall bypass all safety shutdown circuits except pump motor overload shutdown . Switches shall be oil-tight, per Approved Manufacturer's Product List , providing three (3 ) switch positions , each of which shall be clearly labeled according to function . Separate indicator lamps , which shall operate at 115 volts input, shall be provided mounted above H . O .A. selector switches . Lamps shall be easily replaceable from the front of control compartment door without removing switch modules from their mounted positions . C, Indicator lamps shall be mounted in oil-tight modules , see Approved Manufacturer's Product List. Lamp modules shall be equipped to operate at 115-volt input. Lamps shall be easily replaceable from the front of the control compartment door without removing lamp module from its mounted position . d . A six (6 ) digit, non-reset elapsed time meter shall be connected to each motor starter to indicate the total running time of each pump in "hours " and "tenth of hours . " The elapsed time meters shall be per the Approved Manufacturer's Product List. 8 . 11 PUMP CONTROL SYSTEM ( REMOTE TRANSMITTER UNIT) A. A Remote Telemetry Unit ( RTU ) shall be supplied with the pump control system . The RTU shall be capable of acquiring analog and discrete data for transmission to the Central Telemetry Unit (CTU ) ; The RTU shall also be capable of receiving instructions from the CTU for the operation of the pumps . See Approved 8 - 9 Manufacturer' s Product List for the separate components . ( See IRCDUS Standards , Detail Drawings S- 16 . ) 8 . 12 SHOP PAINTING A. Before exposure to weather and prior to shop painting , all surfaces shall be thoroughly cleaned , dry and free from all mill. scale , rust, grease , dirt and other foreign matter. B . All pumps and motors shall be shop primed , with primer compatible with the field painting . C . All nameplates shall be properly protected during painting . D . Gears , bearing surfaces , and other similar surfaces obviously not to be painted shall be given a heavy shop coat of grease or other suitable rust-resistant coating . This coating shall be maintained as necessary to prevent corrosion during periods of storage and erection , and shall be satisfactory to the Engineer up to the time of final acceptance test. E . Control Panels shall be made of stainless steel . 8 . 13 FIELD PAINTING A. The primer and paint used in the shop shall be products of the same manufacturer as the field paint to assure compatibility. B . All nameplates shall be properly protected during painting . 8 . 14 LIFT STATION LINERS A. Liners shall be installed at all repumped lift stations and as required by IRCDUS 's Engineer. B . The lift station liner shall meet all requirements of ASTM Specifications D-3753 for glass fiber reinforced polyester manholes or lift stations . See Approved Manufacturer's Product List C . After the lift station lining operation has been completed , the Contractor in the presence of the IRCDUS 's representative shall visually inspect the lift station . In addition , at the IRCDUS ' s request, the Contractor shall be required within one year to visually inspect the lift stations that were lined . The Contractor shall redo any work that has become defective . D . Fiberglass liners shall have a three-year warranty period . END OF SECTION 8 - 10 S30NVN3iunddV (INV S3AIVA snO3Nd1133SIW 6 N01133S SECTION 9 MISCELLANEOUS VALVES AND APPURTENANCES 9 . 01 GENERAL A. All of the types of valves and appurtenances shall be products of well-established reputable firms who are fully experienced and qualified in the manufacturing of the particular equipment to be furnished . The equipment shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable . B . All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. C . All buried valves and appurtenances shall be mechanical joint. All aboveground/exposed valves and appurtenances shall be flanged . D . Gate valves shall be used on water, sewer, and reuse mains . E . Plug valves may be used in lift station valve vaults as approved by IRCDUS . F . IRCDUS 's Engineer on a case-by-case basis may approve valves and appurtenances other than those specifically called out in this Section for use . Criteria for approval shall include the interchangeability of the valve or appurtenance , or its parts , with those brands specifically called out in these specifications . G . All exposed valves and appurtenances shall be painted per the Approved Manufacturer's Product List. Water mains shall be painted blue , force mains shall be painted green , and reuse mains shall be painted purple. 9 . 02 GATE VALVES (3-INCH AND LARGER) A. All buried gate valves shall meet the requirements of AWWA Standard Specification C509-01 , or latest revision . Valves shall be rated for 150-psi working pressure and a minimum 300-psi test pressure . Valves shall be ductile iron body , bronze-mounted , resilient seated , non- rising stem type fitted with "O-Ring " seals . All bolts to be used in valve bonnet are to be stainless steel . The operating nuts shall be Standard AWWA 2" square . All valves shall open counterclockwise . Stuffing boxes shall be the "O- Ring " type . Gate valves shall be mechanical joint, ANSI Standards 21 411 , except where shown otherwise . 9 - 1 Be Where required , gate valves shall be provided with a box cast in the road and a box. cover. Box cover opening shall be for valve stem and nut. The contractor shall provide valve wrenches and extension stems from the same manufacturer as the valve to actuate the valves . The floor box and cover shall be per the Approved Manufacturer's Product List. ( See Drawing M-5 ) . 9 . 03 CHECK VALVES A. Check valves for ductile iron pipelines shall be swing type and shall meet the material requirements of AWWA Standard Specifications C508-01 , or latest revision . The valves shall be iron body, bronze mounted , single disc, 150 psi working water pressure , non-shock, non-slam , slow closing , and hydrostatically tested at 300 psi . Ends shall be 125 pound ANSI B16 . 1 flanges or 125 pound ANSI B2 . 1 threaded fittings , depending upon location . Be When there is no flow through the line , the disc shall hang lightly against its seat. When open , the disc shall swing clear of the waterway. C . Check valves shall have bronze seat and body rings , extended bronze hinge pins , and bronze nuts on the bolts of bolted covers . D . Valves shall be so constructed that disc and body seat may easily be removed and replaced without removing the valve from the line . Valves shall be fitted with an extended hinge arm with outside lever and weight, as necessary . E . Check valves for PVC pipe less than 3" in diameter shall be of PVC Type 1 , Series BC , with union , socket, threaded , or flanged ends , as required . Check valves for PVC pipes greater the 3" shall be bronze . PVC ball check valves shall be per the Approved Manufacturer's Product List. 9 . 04 PLUG VALVES A. Plug valves shall be non -lubricated eccentric type with semi -steel bodies , resilient faced plugs , and stainless steel or nickel seats in the body. Port area shall be at least 80 percent of full pipe area for valves 20 inches and smaller. Port area shall be 70 percent for all valves 24 inches and larger. All valves 4 inches and larger shall be of the bolted design . All exposed nuts , bolts , springs , and washers shall be hot dipped galvanized , except exposed hardware for submerged valves shall be of stainless steel . Valve bodies shall be semi-steel with 125-pound ANSI Standard flanged ends for interior or aboveground service ; mechanical joint for buried service and for use with threaded cast iron or ductile iron piping shall have screwed end connections . The plug shall be one piece and of sufficient design so as not to require a stiffening member opposite the face plug . 9 - 2 B . Plug valves 6 inches or greater in diameter shall be equipped with gear actuators , which shall clearly indicate valve position and an adjustable stop shall be provided . Construction of actuator housing shall be semi-steel . All gearing shall be enclosed , suitable for running in oil with seals provided on all shafts to prevent entry of dirt and water into the actuator. All shaft bearings shall be furnished with permanently lubricated bearing bushings . C . Three-way plug valves shall be non-lubricated gear operated . Valve bodies shall be semi-steel with 125-pound ANSI Standard flanges , and plugs shall be resilient faced . Three-way valves shall be 3-way, 3-port, 270-degree turn . D . Plug valves and actuators shall be as per the Approved Manufacturer's Product List. 9 . 05 AIR RELEASE VALVES A . The air release valves shall be installed as shown on the Drawings . Valves shall be provided with a vacuum check to prevent air from reentering the line . Aboveground air release valves for wastewater shall be per the Approved Manufacturer' s Product List . B . The fittings shall be threaded . Belowground air release valves for wastewater shall be as on the Approved Manufacturer's Product List. Air release valves for water lines shall be as per the Approved Manufacturer's Product List. 9 . 06 FIRE HYDRANTS Fire hydrants shall be traffic type , 5 '/4" valve opening and manufactured per the Approved Manufacturer' s Product List. Fire hydrants shall comply with the current AWWA Standard Specification C502-94 ! or latest revision , for fire hydrants for water works service . Each hydrant shall have 6" mechanical joint ends with harnessing lugs ("dog ears" ) and shall open by turning to the left (counterclockwise ) . Fire hydrant shall be of ample length for 18" clearance above centerline of roadway. It shall be provided with two 2 '/2" hose nozzles and one 4Y2" pumper nozzle , all having National Standard hose threads . Nozzles shall have caps attached by chains . Operating nuts shall be AWWA Standard ( pentagonal , measuring 1Y231 point to flat) . Fire hydrants shall be equipped with "O- Ring " packing . Fire hydrant shall be painted Federal Safety red . 9 - 3 9 . 07 BACKFLOW PREVENTERS All backflow preventers shall be mounted aboveground , in non -traffic areas on the customer's side of the meter. Aboveground piping shall be ductile iron . Brass or Copper pipe may be used for pipe 2" in diameter or smaller. Backflow preventers shall be of reduced pressure/double check type with two (2 ) independently operating check valves , and shall be designed to operate in a horizontal flow mode . An independent relief valve shall be located between the two check valves . Reduced pressure feature shall be included in all commerical applications . Preventers shall be University of Southern California ( USC) approved as per the Approved Manufacturer's Product List. 9 . 08 VALVE BOXES A. All buried valves shall have cast iron two or three-piece valve boxes with cast iron covers . Valve boxes shall be provided with suitable heavy bonnets and extend to match finished grade surface as directed by the Engineer. The barrel shall be one or two-piece , screw type , having 5 '/" shaft. Covers shall have 'WATER" cast into the top for all water mains , "SEWER" cast into the top for all wastewater force mains and " REUSE" cast into the top for all reuse mains All valves shall have actuating nuts extended to within 24 inches of the top of the valve box cover. B . Valve boxes shall be provided with concrete base and valve nameplate , with suitable anchors for casting in concrete . Nameplate shall be 3" diameter bronze disk with engraved lettering 1 /8" deep , as shown on the Drawings and manufactured per the Approved Manufacturer's Product List, C . Valve boxes shall be installed in a concrete pad , as specified in Drawing Detail M-5 . IRCDUS may eliminate concrete pad in asphalt pavement. 9 . 09 CORPORATION STOPS A. Corporation stops for connections to ductile iron or P .V . C . piping shall be all brass or bronze suitable for 150 psi operating pressure , shall be iron pipe or AWWA tapered thread design , shall be as per the Approved Manufacturer's Product List, and shall be of sizes required and/or noted on the Drawings . B . Saddles shall be stainless steel double strap with epoxy coated iron saddle as per the Approved Manufacturer's Product List. 9 - 4 9 . 10 FLEXIBLE COUPLINGS A. Flexible couplings shall be either the split type or the sleeve type . 1 . Split type coupling shall be used with all interior piping and with exterior piping as noted . The couplings shall be mechanical type for radius groove piping . The couplings shall mechanically engage and lock grooved pipe ends in a positive couple and allow for angular deflection and contraction and expansion . 2 . Couplings shall consist of ductile iron , ASTM Specification A47 , Grade 32510 housing clamps in two or more parts , a single chlorinated butyl composition sealing gasket with a " C" shaped cross-section and internal sealing lips projecting diagonally inward , and two or more oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification A183 and A194 to assemble the housing clamps . Bolts and nuts shall, be stainless steel . 3 . Sleeve type couplings shall be used with all buried piping . The couplings shall be of ductile iron and shall be per the Approved Manufacturer's Product List. The coupling shall be provided with stainless steel bolts and nuts , unless indicated otherwise . 4 . All couplings shall be furnished with the pipe stop removed . 5 . Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe . 6 . Ductile iron followers and middle rings conform to ASTM A- 536 , Grade 6545- 12, NSF-61 fusion bonded powder epoxy coating , Testing per AWWA C-219 (ANSI A21 - 11 ) , Rating 200 psi working pressure per AWWA C-219 , Compounded gaskets conform to compression test ASTM D-395 Method A & B , approved for water application. 9 . 11 STEEL CASING PIPE A. Steel casings shall conform to the requirements of ASTM Designation A139 Grade " B" and shall be coated inside and outside by a black bituminous coating , minimum 5 mils thick . The casing pipes shall have the minimum nominal diameter and wall thickness as indicated below. 9 - 5 CASING PIPE CASING PIPE INSIDE DIAMETER WALL THICKNESS ( INCHES ) ( INCHES ) 6 - 16 0 . 250 18 - 20 0 . 312 22 - 24 0 . 375 26 - 28 0 . 437 30 - 34 0 . 500 36 - 38 0 . 562 40 - 50 0 . 625 52 - 58 0 . 750 60 - 78 0 . 813 84 - 90 0 . 875 96 - 102 0 . 937 108 - 114 1 . 000 120 1 . 125 B . Field and shop welds of the casing pipes shall conform to the American Welding Society Standard Specifications . Field welds shall be complete penetration , single-vee groove or single-bevel groove type joints . 9 . 12 TAPPING SLEEVES AND VALVES A. Tapping sleeve and valves shall be stainless steel wraparound type or ductile iron on potable water mains . IRCDUS shall direct the contractor which type to be used . Tapping sleeve and valves shall be stainless steel wraparound type for wastewater force mains and reuse water mains per the Approved Manufacturer's Product List, 9 . 13 RESTRAINED JOINTS See Section 11 . 04 for Restrained Joints END OF SECTION 9 - 6 SECTION 10 TESTING AND INSPECTION OF WATER MAINS , RECLAIMED WATER FORCE MAINS , WASTEWATER FORCE MAINS , AND GRAVITY SEWERS SECTION 10 TESTING AND INSPECTION OF WATER MAINS , RECLAIMED WATER FORCE MAINS , WASTEWATER FORCE MAINS , AND GRAVITY SEWERS 10 . 01 PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. No hydrostatic testing will be permitted until as-built drawings have been submitted and approved by IRCDUS . B . At the beginning of the test period , thoroughly clean all new pipelines by whatever means necessary, including flushing , to remove all dirt , stones , pieces of wood , other material that may have entered the pipeline during the construction period , and all dirty and/or discolored water from the pipelines . If after this cleaning , any obstructions remain , they shall be removed . All debris cleaned from the pipelines shall be removed from the job site . Hydrostatic pressure and leakage tests shall conform to AWWA Standard Specifications C-605-94 , or latest edition , for PVC pipe , with the exception that Specifications C-600-99 , or latest revision , for D . I . P , and AWWA Standard Specifications . The Contractor shall furnish all gauges , meters , pressure pumps and other equipment needed to test the line . Engineer or designated representative shall be present during all testing , televising , and final inspections . The pressure required for the field hydrostatic pressure test shall be 1 . 5 times the normal working pressure at the point of testing , and not less than 1 . 25 times the working pressure at the highest point along the test section , but not less than 150 psi for water mains and 100 psig for sewer force mains . The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure . Corporation cocks at least 1 inch in diameter, pipe riser and angle glove valves shall be provided at each pipe dead-end in order to bleed air from the line . Duration of pressure test shall be at least 2 hours . The cost of these items shall be included as part of testing . C . The leakage test may be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration . All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines that fail to meet tests shall be repaired and re-tested as necessary until satisfactory test requirements are complied with . Defective materials , pipes , valves and accessories shall be removed and replaced . The pipe-lines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required . The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure . The amount of water required is a measure of the leakage . Testing shall be in accordance with the applicable provisions as set forth in Section 13 of AWWA Standard Specification c-600-99 , or latest revision . The allowable 10 - 1 rate of leakage shall be less than the number of gallons per hour determined by the following formula : L = NDx P ' 12 7400 L = allowable leakage in gallons per hour N = number of joints in the section tested D = nominal diameter of the pipe in inches P = average test pressure maintained during the leakage test in pounds per square inch gauge D . The Contractor must submit his plan for testing to the Engineer for review at least five (5 ) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. The Contractor shall repair any damage to the pipe coating . Lines shall be totally free and clean prior to final acceptance . E . The Engineer or his representative must be present during testing . F . If thrust blocks have been approved for use , thrust blocks shall not be backfilled until inspected by IRCDUS inspectors . 10 . 02 ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE ( PE) PIPES A. At the beginning of the testing period , thoroughly clean all new pipelines by whatever means necessary, including flushing , to remove all dirt, stones , pieces of wood , other material that may have entered during the construction period , and any dirty or discolored water from the lines . If, after this cleaning , any obstructions remain , they shall be removed . All debris cleaned from the lines shall be removed from the job site. B . All PE water mains shall be field-tested . The Contractor shall supply all labor, equipment, material , gauges , pumps , meters and incidentals required for testing . The Contractor shall pressure test each water main upon completion of the pipe laying and backfilling operations , including placement of any required temporary roadway surfacing . C . All water mains shall be tested to 150 percent of the operating design highest point along the test section by a recording type pressure gage and a copy of the readout shall be submitted to the Engineer upon completion of the design pressure of the pipe that is 100 psi . The test pressure shall be measured at the test. All testing shall be conducted in the presence of the Engineer or a designated representative . 10 - 2 D . Testing shall be conducted after backfilling has been completed and before placement of permanent surface . E . Allowable amount of makeup water for expansion during the pressure test of the pipe shall conform to Plastic Pipe Institute ( PPI ) Handbook of Polyethylene Pipe ; Inspection , Tests , and Safety Considerations , unless otherwise approved by the Engineer. The Operating Safety Considerations , Post Installation , Hydrostatic Testing , Monitored Make-up Water Test, Table 111 , is on Pages 24 and 25 of the Handbook. F . In any test of pipe laid disclosed leakage or significant pressure drop greater than the allowed , the Contractor shall , at its own expense , locate and repair the cause of leakage and retest the line . The amount of leakage that may be permitted shall be in accordance with AWWA Standard Specifications . G . All visible leaks are to be repaired regardless of the amount of leakage . H . The Contractor must submit his plan for testing to the Engineer-of- Record and Utility Inspector for review at least ten ( 10) days before starting the test. 10 . 03 DISINFECTING POTABLE WATER PIPELINES A. Before being placed in service , all potable water pipelines shall be disinfected in accordance with AWWA Standard Specifications C-651 -99 , or latest revision . The location of the chlorination and sampling points will be as shown on the drawings . The Contractor shall uncover and backfill taps for chlorination and sampling , as required . B . The general procedure for chlorination shall be first to flush all dirty or discolored water from .the lines , and then introduce chlorine in approved dosages in accordance with Table 10- 1 through a tap at one end , while water is being withdrawn at the other end of the line . The chlorine solutions shall remain in the pipeline for no less than 24 hours . C . The use of chlorine tablets is strictly prohibited . D . Following the chlorination period , all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system . The Contractor's lab shall then make bacteriological sampling and analysis of the replacement water in full accordance with AWWA Standard Specifications C-651 , or latest revision . The Contractor will be required to re-chlorinate , if necessary. The line shall not be placed in service until all the requirements of the State and County Environmental Health Departments are met. E . Special disinfecting procedures shall be used in connections to existing mains where the method outlined above is not practical . 10 - 3 F . The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Environmental Health for the collection and examination of samples of water from disinfected water mains . Note : The Contractor may not collect his own samples . These samples shall be examined for compliance with the Department of Environmental Health 's and Florida Department of Environmental Protection 's requirements . Sampling shall be made daily and continuously unfit two successive examinations are found satisfactory. Should one examination be found unsatisfactory, the line shall be flushed and disinfected again . PVC Certified copies of all laboratory analyses shall be provided to the IRCDUS . The cost al all sampling , flushing and disinfecting shall be included in the contract price . IRCDUS personnel shall operate all valves and be present to determine and control the volume of water used for flushing . TABLE 10 — 1 . Chlorine Required to Produce a 25-mq/L Concentration in 100ft of Pipe by Diameter 1 -percent Pipe 100-percent Chlorine Diameter Chlorine Solution (inches) (pounds) (gallons) 4 0 . 013 0 . 16 6 0 . 030 0 . 36 8 0 . 054 0 . 65 10 0 . 085 1 . 02 12 0 . 120 1 . 44 16 0 . 217 2 . 60 For Pipes larger than 16-inches in diameter see AWWA Standard Specifications C-651 -99 10 .04 TESTING OF GRAVITY SEWERS A. Leakage test by exfiltration and infiltration , as described below, shall be made on all pipes . B . Exfiltration tests shall be made on . all pipes after backfilling . All sewers shall be tested such that water is filled to the rim of the lowest manhole being tested within each section being tested , as directed by the IRCDUS . Mechanical plugs shall be used on the gravity sewer system in such a manner that the air can be released from the sewer while it is being filled with water. The test shall be continued for one hour and provisions shall be made for measuring the amount of water required to maintain the water at a constant level during this period . If test results are unsatisfactory, the Engineer and/or IRCDUS may direct that additional test be made on any section or the entire pipe . 10 - 4 C . If any joint shows an appreciable amount of leakage , the jointing material shall be removed and joint remade . If any pipe is defective , it shall be removed and replaced . If the quantity of water required to maintain a constant level in the sewer for one hour does not exceed 100 gallons per inch of diameter per day per mile of sewer and if all the leakage is not confined to a few joints , the workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints or broken pipes , the Contractor shall correct them . D . Pipe shall be tested for infiltration after the backfill has been placed . Infiltration tests shall be made under the supervision of the Engineer and IRCDUS . The length of line to be tested shall be as directed by the Engineer and/or IRCDUS . The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. E . Rate of infiltration shall be determined by means of V-notch weirs , pipe spigot or by plugs in the end of the pipe , to be provided and installed by the Contractor in an approved manner and at such times and locations as may be directed by the Engineer and/or IRCDUS . F . In an inspection of the completed sewer or any part thereof shows any manholes , pipes or joints that allow the infiltration of water in a noticeable stream or jet, the defective work or material shall be replaced or repaired , as directed by the Engineer and/or IRCDUS . G . Leakage between two adjacent manholes may be double the amount above stated , provided the average leakage for a total length of any size does not exceed the amount first stated and provided there are not gushing or spurting leaks . H . All water used in testing and flushing shall be furnished at the Contractor's expense . The minimum amount of water to be used is two (2) times the volume of the pipe . I . The Contractor may use an air test in lieu of the exfiltration test as described above . If he elects to do this , he shall submit his proposed method to the Engineer and/or IRCDUS for approval . J . If the results of the air test are unsatisfactory , as determined by the County, the Contractor shall be required to perform the exfiltration test as outlined above . K. AT the conclusion of the work, the Contractor shall thoroughly clean the entire inside of the pipe by flushing with water or other means to remove all dirt, stones , and pieces of wood or other material that may have entered during the construction period . Debris cleaned from the lines shall be removed from the lowest outlet. If, after this outlet cleaning , obstructions remain , they shall be removed . After the pipe is cleaned and if the groundwater level is above the pipe , or following a heavy rain , the IRCDUS will examine the pipe for leaks . If defective pipes or joints are discovered at this time , the Contractor shall repair them at his expense . 10 - 5 L . Upon completion of the work, the sewer system or selected sections therein shall be subjected to a final test and inspection . All work in the system or sections therein being tested shall be complete, cleaned and ready for use . Tests shall be as specified herein and shall meet all requirements as to line , grade , clean lines , infiltration , exfiltration and workmanship . M . Inspection of mains shall be by use of a self-contained television system and lamping upon satisfactory completion and acceptance of final road base material . The facilities shall be provided and operated by the Contractor as specified below: The Contractor shall provide the IRCDUS with videotape recordings , on VHS format, of the interior of all main line gravity sewers and the interior of all sewer laterals . The tapes shall be contained in an approved cartridge-type container. The tapes shall be recorded by pulling a television camera through the line along the axis of the pipe . The television equipment shall consist of a self-contained camera and a monitoring unit connected by a coaxial cable . These recordings shall be done during the inspection of the mains . Monitors shall be available to the Engineer and Owner during these inspections . Monitors shall also be provided with a " Polaroid " type camera so that as may be requested by the Engineer, photographs shall be made of a particular portion of the main being viewed . The tapes shall be properly exposed and the camera shall be in proper focus so that good , clear recordings showing detail are produced . Tapes shall be identified by audio recordings noting the manhole numbers , distances to service lateral connections , direction of lateral connection and any leaks , cracks or pipe defects . Each cartridge shall be clearly marked as to the contents and number, with an index of all cartridges . Videotapes of the completed mains shall be delivered to IRCDUS . The Contractor shall provide any assistance required the IRCDUS or the Engineer of Record . END OF SECTION 10 - 6 SECTION 11 GENERAL DESIGN DATA SECTION 11 GENERAL DESIGN DATA 11 . 01 GRAVITY SEWERS A. A manhole shall be constructed 20 feet upstream of the lift station . There shall be only one pipe connection from the manhole to the lift station . The pipe between the lift station and the manhole shall be SDR-26 or C-900 PVC pipe . B . All sanitary sewers shall be constructed as required by the IRCDUS . Design to be done according to Recommended 10 State Standards for Wastewater Facilities , latest edition , and current regulatory agencies requirements . co Gravity sewers shall be designed for estimated peak flow at ultimate development, which shall be the product of a selected peaking factor and the projected or known average daily flow at ultimate system development. D . Projections of average daily flow shall be made using a per capita sewage flow of 100 gallons per day and in accordance with Indian River County ordinances . Peak hour (design ) flows shall be estimated using a peaking factor as outlined within Recommended 10 State Standards for Wastewater Facilities , latest edition . E . All sewers shall be sized to provide ample capacity for peak design flows . The minimum allowable pipe size shall be 8-inch for collection lines and 6-inch for service laterals . Sewers shall be designed at slopes providing minimum velocities of 2 feet per second when flowing full or half-full , using a Mannings Roughness Coefficient (n ) of 0 . 013 for ductile iron pipe and 0 . 012 for polyvinyl chloride pipe . In general , the following minimum slopes shall be provided for sewer sizes 8-inch to 36-inch or approved by IRCDUS : Pipe DIP PVC Diameter (inches) n = 0 . 013 n = 0 . 012 8 0 . 40% 0 . 34% 10 0 . 28% 0 . 24% 12 0 . 22% 0 . 19% 15 0 . 15 % 0 . 13 % 18 0 . 12 % 0 . 10 % 21 0 . 10% 0 . 09 % 24 0 . 08 % 0 . 07% F . Manholes shall be installed at the end of each line , at all changes in grade , size or alignment, at all junctions (excluding service laterals ) and at distances no greater than 400 feet apart. G . Sewer laterals shall not be connected directly into manholes unless approved by IRCDUS . IRCDUS will direct industrial wastewater into manholes on case-by- case basis . 11 - 1 H . Gravity sewers must be installed in front ( under driveway/roadway pavement) of new buildings and/or under roadway pavement in dedicated Rights-of-Way, all accessible to maintenance equipment. I . Gravity Mains shall be installed a minimum of 10 feet from any existing or proposed structure (walls , trees , transformer pads , etc. ) . 11 . 02 WASTEWATER PUMPING STATIONS A. A Remote Telemetry Unit ( RTU ) shall be included in all pump stations that are to be dedicated to Indian River County, B . Wastewater pumping stations shall be designed to peak ultimate development flow from all contributory areas , in accordance with the Indian River County Wastewater Master Plan . Design average daily flow and peak hour flow shall be as set forth in Section 11 . 01 . C . Design of private lift stations that may be dedicated to the County at a later date shall meet IRCDUS design standards and . shall be approved by IRCDUS . Any private station that does not meet IRCDUS design standards will not be taken over by the IRCDUS . Owners of private stations shall sign a form acknowledging future upgrade requirements if Owner is to dedicate a private station to the IRCDUS at a later date . D . At least 2 pumps shall be provided for stations handling flows of 700 gallons per minute (gpm ) or less . A minimum of 3 pumps shall be provided in stations where peak design flow exceeds 700 gpm unless otherwise approved by IRCDUS . In all cases , standby-pumping capability shall be provided such that if any one Pump is out of service , an alternate unit is available at equal or greater capacity. E . The sewage pump system shall be capable of pumping the design peak flow at the maximum computed system total dynamic head . Maximum residual head within existing force mains shall be obtained and coordinated through IRCDUS. F . Pumps shall be capable of passing spheres of at least 3-inches in diameter, and Pump suction and discharge piping shall be at least 4-inches in diameter. Grinder pumps shall be used when riser pipes in wet well are less than 3-inches . Minimum valve (all types ) size is 4-inches . G . Wet wells shall be a minimum of 6 -feet in diameter ( ID ) . All wet wells shall be sized to provide a minimum pump cycle of 15 minutes . Pumps shall be designed to provide a minimum pump run time equal to half the cycle time . Additionally, wet wells shall provide sufficient space for installed equipment and required suction pipe submergence and spacing . The wet well floor shall have a minimum slope of one-to-one to the hopper bottom . H . A separate valve vault shall be provided to house the gate valves , check valves and the emergency pump connection . The vault shall be of sufficient size to allow for installation , removal and maintenance of the valves . The bottom of the valve vault shall be a minimum of 12-inches above the high water level of the associated development. The wet well top elevation and the valve vault top 11 - 2 elevation shall be a minimum of 12-inches above the associated elevations shown on the FIRM ( Flood Insurance Rate Map) or 12 inches above the 25-year — .24-hour storm event elevation , whichever is greater. I . In IRCDUS maintained lift station , pumps shall be per the Approved Manufacturer' s Product List. If a grinder pump is proposed , see Approved . Manufacturers Product List . Only grinder pumps under 10 . 0 hp are permitted unless approved by IRCDUS . J . Lift Station Calculation Checklist (all assumptions shall be listed in calculations and in an orderly fashion ) : 1 . Design flow 2. Downstream force main size & down stream head pressure (in psi or feet of water) 3 . TDH of pumps shall exceed system head curve 4 . Pump selection make , model , HP , impeller 5 . a . Wet well dimensions b . Operating cycle and draw down time 6 . Buoyant computations Documentation : a . Buoyant force b . Downward force c. Safety factor d . Depth to water table 7 . Designer name , date , design firm , Indian River County project number, project name , designer name of revisions 11 . 03 WATER DISTRIBUTION A. All water mains shall be constructed in accordance with the Indian River County Water Master Plan , latest edition , or current AWWA Standard Specifications and current regulatory agencies requirements . B . All distribution systems shall be properly looped , where feasible , and valved to provide maximum flexibility in providing service . C . Design shall be based on an average daily consumption of 100-gallons per capita per day, a maximum day ( MD ) factor of 2 . 25 times average day and a peak hour factor of 4 . 5 times average day, per Indian River County Ordinance . D . Distribution systems shall be sized to provide for 100 percent of the combined required fire flow and maximum day demand rate , while maintaining a 20-psi residual pressure in the distribution system . E . All water mains shall be designed to provide a minimum pressure of 25-psi at ground level at all points in the distribution system under all conditions of flow (except as noted in D above ) . F . Dead-end 4-inch water distribution system mains may be used to serve up to 10 ERU 's , but shall not exceed 300 linear feet and down stream of last Fire Hydrant Assembly. 11 - 3 elevation shall be a minimum of 12-inches above the associated elevations shown on the FIRM ( Flood Insurance Rate Map ) or 12 inches above the 25-year - 24-hour storm event elevation , whichever is greater. I . In IRCDUS maintained lift station , pumps shall be per the Approved Manufacturer's Product List. If a grinder pump is proposed , see Approved Manufacturer' s Product List. Only grinder pumps under 10 . 0 hp are permitted unless approved by IRCDUS . J . Lift Station Calculation Checklist (all assumptions shall be listed in calculations and in an orderly fashion ) : 1 . Design flow 2 . Downstream force main size & down stream head pressure ( in psi or feet of water) 3 . TDH of pumps shall exceed system head curve 4 . Pump selection make , model , HP , impeller 5 . a . Wet well dimensions b . Operating cycle and draw down time 6 . Buoyant computations Documentation : a . Buoyant force b . Downward force c. Safety factor d . Depth to water table 7 . Designer name , date , design firm , Indian River County project number, project name , designer name of revisions K. Only one influent gravity main is allowed into the lift station . The first upstream manhole from the lift station must be located within 20 feet +/- 1 -foot of the lift station and as approved by IRCDUS . L. The owner of a private lift station must have a maintenance agreement with a qualified firm (individual ) to maintain the lift station . A label must be posted on the lift station stating the name and 24-hour phone number of the responsible firm before lift station may be placed into operation . 11 . 03 WATER DISTRIBUTION A. All water mains shall be constructed in accordance with the Indian River County Water Master Plan , latest edition , or current AWWA Standard Specifications and current regulatory agencies requirements . B . All distribution systems shall be properly looped , where feasible , and valved to provide maximum flexibility in providing service . C . Design shall be based on an average daily consumption of 100-gallons per capita per day , a maximum day (MD ) factor of 2 . 25 times average day and a peak hour factor of 4 . 5 times average day, per Indian River County Ordinance . 11 - 3 D . Distribution systems shall be sized to provide for 100 percent of the combined required fire flow and maximum day demand rate , while maintaining a 20-psi residual pressure in the distribution system . E . All water mains shall be designed to provide a minimum pressure of 25-psi at ground level at all points in the distribution system under all conditions of flow (except as noted in D above ) . F . Dead -end 4-inch water distribution system mains may be used to serve up to 10 ERU 's , but shall not exceed 300 linear feet and down stream of last Fire Hydrant Assembly, G . Fire flow requirements shall be as outlined within the Insurance Service Office ( ISO ) Fire Flow Requirements , H . The minimum size main in diameter serving fire hydrants shall not be less than 6- inches in diameter for residential (single family) areas and 8-inches in diameter for commercial areas and multifamily residential areas . I . Maximum fire hydrant spacing shall not exceed 1000-feet in single-family residential areas and 600-feet in commercial areas and multiple-family residential areas . No fire hydrant shall be over 500-feet from a single-family residence , multifamily residence , or commercial building . J . All public fire hydrants shall be painted ' Federal Safety Red . Private fire hydrants shall have the body painted red with a white painted bonnet. K. All fire mains shall be equipped with a detector check valve assembly as shown in IRCDUS Standards Detail W-8 . L. A gate valve must be installed within 204eet of all fire hydrants on the same water main as the fire hydrant. M . It shall be demonstrated that the water distribution system can supply the required demand rate and fire flow prior to acceptance by IRCDUS , and an on- site fire flow test shall be conducted by the Indian River County Fire Department or EMS . N . Service connections and fittings shall be located outside of pavement, concrete curb , and/or concrete sidewalk areas unless otherwise approved by the IRCDUS . O . Water mains and services shall be installed in front easements or in dedicated Rights-of-Way ( not under pavement) accessible to maintenance equipment. 11 . 04 EARTHWORK AND BACKFILL A. Excavation for all utilities and/or house connections shall be adequately guarded with barricades and lights , so as to protect the public from hazard . Streets , sidewalks , driveways , curbs , parkways and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the IRCDUS and/or Public Works . 11 - 4 Be Foundation material used for pipe bedding , from a minimum 6-inch distance below the pipe invert to the bottom 12- inches above the top of the pipe , shall be bank run sand and gravel . C . All gravity sewer installation procedures must be in accordance with pipe manufacturer's recommendations . All gravity sewers and force mains shall be installed to have a minimum depth of 36-inches . Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade . A maximum tolerance of %° dip will be accepted in gravity sewer construction . A 2-inch wide magnetic I . D . tape shall be placed continuously in the trench over all pipes , 12,, inches below grade . 1 . Trench — Trench width shall be kept to a minimum necessary for installation of the pipe and shall comply with current OSHA requirements . The trench bottom shall be graded uniformly to match the slope of the pipe . 2 . Backfill — Only good quality backfill ; free of stones , hardpan materials , roots , rocks , broken cement or other debris that might be damaging to the pipe shall be used . Backfill shall be placed in the trench in uniform lifts of 12-inches . 3 . Compaction — All fill must be compacted by hand tamping from under the pipe us to the center line . Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98% of maximum density in roadways , shoulders , and easements, in accordance with AASHTO Specifications T- 180 and ASTM D-2167 , 4 . Dewatering — Construction shall be accomplished in a dry trench . Well pointing may be required as necessary. All water entering excavations or other parts of the work shall be contained , collected and pumped to suitable places for disposal , as permitted by local and state regulation . 5 . Sheeting — Sheeting and shoring shall be installed as may be necessary for the protection of the work , preservation of adjacent property and structures and the safety of employees . Sheeting and backing shall be uniform to OSHA requirements. D . Installation of force mains (sewer or reused water) shall be in accordance with latest AWWA Standard Specifications C- 600 and the installation specifications for water lines in the Water Distribution Section , irrespective of the type of pipe selected . A 2-inch wide magnetic I . D . tape and tracer wire shall be placed continuously in the trench over all pipes per Detail M- 14 , 12-inches below grade . 1 . Trench — Trench width shall be kept to a minimum necessary for pipe installation and shall comply with current OSHA requirements . The trench bottom shall be graded and alignment shall be parallel with roadway , where possible . 11 - 5 2 . Backfill — Only good quality backfill , free of stones , roots , rocks , broken cement or other material that might be damaging to the pipe shall be used . Backfill must be put in the trench in lifts . 31 Compaction — All pipe must be compacted by hand tamping to the centerline , under the pipe . Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98 % of maximum density in roadways , shoulders , and easements in accordance with AASHTO Specifications T- 180 and ASTM 13-2167 . 4 . Dewatering — Construction shall be accomplished in a dry trench . Well pointing may be required , as necessary. All water entering excavations or other parts of the work shall be contained , collected and pumped to suitable places for disposal as permitted by the Local , State or Water Management District, 5 . Sheeting — Sheeting and shoring shall be installed as may be necessary for the protection of the work , preservation of adjacent property and structures and the safety of employees . Sheeting and bracing shall be uniform to OSHA requirements . E . Installation of water mains must be in accordance with latest AWWA Standard Specifications C- 600 Series , irrespective of the type of pipe selected . All installation procedures must also be in conformance with pipe manufacturer's recommendations . Minimum depth of cover shall be 36- inches . A 2-inch wide magnetic I . D . tape shall be placed continuously in the trench over all pipes , 12- inches below grade . Trace wire shall be wrapped on all pipes , per Detail MA4 , valves , fittings, and all appurtenances . Allowable deflection of the pipe joints and curvature of PVC pipe shall not exceed the manufacturer's specifications . 1 . Trench — Trench width shall be kept to a minimum necessary for pipe installation and shall comply with current OSHA requirements . The trench bottom shall be graded and alignment shall be parallel with roadway, where possible . 2 . Backfill — Only good quality backfill , free of stones , roots , rocks , broken cement or other material that might be damaging to the pipe shall be used . Backfill must be put in the trench in lifts . 3 . Compaction — All pipe must be compacted by hand tamping to the centerline , under the pipe . Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 98 % of maximum density in roadways , shoulders , and easements in accordance with AASHTO Specifications TA 80 and ASTM D-2167 . 4 . Dewatering — Construction shall be accomplished in a dry trench . Well pointing may be required , as necessary. All water entering excavations or other parts of the work shall be contained , collected and pumped to suitable places for disposal as permitted by the Local , State or Water Management District. 11 - 6 5 . Sheeting — Sheeting and shoring shall be installed as may be necessary for the protection of the work , preservation of adjacent property and structures and the safety of employees . Sheeting and bracing shall be uniform to OSHA requirements . 11 . 05 RESTRAINED JOINTS A. Restrained joints shall be used on lines per the Table of the IRCDUS Standards Drawing M-3 . Section of piping having restrained joints or those requiring restrained joints shall be constructed using pipe and fittings with restrained " Locked-type" joints and the joints shall be capable of holding against withdrawal for line pressures up to 150 pounds per square inch (psi ) . The pipe fittings shall be as shown for restrained push -on joints or restrained mechanical joints on Page 416 in Section VI , in the Hand book of Cast Iron Pipe , 4t' Edition . In all cases , restrained joints must be used per Section C below, with thrust blocks , per contract drawings . B . Restrained pipe joints that achieve restraint by incorporating cutout sections installed in the bell of the pipe shall have a minimum wall thickness at the point of cutout that corresponds with the minimum specified wall thickness for the rest of the pipe . C . The minimum number of restrained joints required for resisting forces at fittings and changes in direction of pipe shall be determined from the length of restrained pipe on each side of fittings and changes in direction necessary to develop adequate resisting friction with the soil . Drawing and formula below are provided for the Contractor as a guideline . Where : L = 1 . 5PAM1 COS X) fw L = Length of pipe on each side of fittings or change in direction P = 150 psi , unless otherwise noted A = Cross-sectional area in square inches based on outside diameter (O . D . ) of pipe X = Angle of bend or change in direction in degrees f = Coefficient of friction = 0 .4 (maximum ) W = W (earth ) + W (pipe) + W (water in pipe) W (earth ) _ (density of soil*) (depth of cover in feet) (O . D . in feet) * Maximum 12-lbs/cubic ft above maximum water table elevation and 60-lbs/cubic ft below maximum water table 11 - 7 D . Bolts and nuts for restrained joints shall be A-53 stainless steel , low alloy, high strength steel . E . The Contractor shall also provide restrained joints in accordance with the above criteria wherever below ground fittings are on lines 12- inches in diameter or less . 11 . 06 HORIZONTAL SEPARATION A. All water and/or sewer utilities shall be located a minimum horizontal separation equal to the depth of the pipe plus the diameter of the pipe from any permanent above ground structures (i . e . , walls , trees , transformer pads , etc. ) . B . A minimum 4-feet separation is required between water/sewer utilities and other underground utilities such as telephone , gas , cable , irrigation , etc. C . All water and/or sewer utilities shall be located a minimum horizontal separation equal to 2 times the depth of the pipe plus the diameter of the pipe from the top of bank of any bodies of water ( I . e . , storm water ponds , canals , etc. ) . 11 . 07 VERTICAL SEPARATION A. Maintain 18 ' vertical clearance between any water/sewer utility and any other underground utilities such as telephone , gas , cable , irrigation , etc. END OF SECTION 11 - 8 SECTION 12 PROCEDURES FOR SUBMITTAL, PERMITTING , CONSTRUCTION , AND ACCEPTANCE OF PRIVATE DEVELOPMENT PROJECTS SECTION 12 PROCEDURES FOR SUBMITTAL, PERMITTING , CONSTRUCTION , AND ACCEPTANCE OF PRIVATE DEVELOPMENT PROJECTS 12 . 01 SUBMITTAL A. The applicant shall submit the following items for a project to be considered for a utility construction permit: 1 . Completed Utility permit application , copy of Department of Environmental Protection ( FDEP ) permit applications if applicable , copy of Department of Transportation ( FDOT) permit application , Indian River County Right-of-Way permit, legal description , and applicable fees . Prior to the issuance of utility permit, applicant shall provide proof of all fee payment (i . e . capacity charges . Line extension fee , etc) 2. Three (3 ) sets of 24"x36" construction plans , signed and sealed by a Professional Engineer registered in the State of Florida shall be submitted with application . Plans shall include a plan view of the water and/or wastewater systems with all elevations and inverts , sewer profiles (gravity and force mains ) , all appropriate details , a drainage plan with all elevations and inverts , and water line profiles where the water main crosses other utilities and as requested by IRCDUS . Water lines shall be stationed on the plans . All existing and proposed rights-of-ways , easements , and property lines shall be shown . Also , an accurate location map is to be provided . The limits of proposed dedication of the system (s ) to Indian River County shall be specified on the plans . 3 . A complete engineer's design report, signed and sealed by a Professional Engineer registered in the State of Florida , setting forth the basis of design , shall contain the following , as a minimum : a . Water distribution system : ( 1 ) Description of geographic area to be served . (2) Existing and predicted population of areas to be served . (3 ) The effect of the proposed water distribution system on existing or proposed water distribution facilities . (4) The estimated daily flow. (5 ) Fire flow calculations for all hydrants being fed by lines smaller than 8" , or as required by IRCDUS . (6 ) Description of materials to be used . (7) A preliminary cost estimate . (8 ) Any other factors which would affect design and use of the water distribution system . b . Gravity sewer system : ( 1 ) Description of geographic area to be served . 12- 1 (2) Existing and predicted population of areas to be served . (3 ) The effect of the proposed gravity sewer collection system on existing and proposed gravity sewer collection systems or pumping stations and force mains . Pump stations shall be modeled , and all in-line pumping stations and force mains receiving these additional flows shall be considered . c. The effect of the proposed gravity sewer collection system on the wastewater treatment plant receiving the flows . ( 1 ) The estimated daily flow. (2) Description of materials to be used . (3 ) A preliminary cost estimate . (4 ) Any other factors which would affect design and use of the sewage system . d . Pumping station and force main system : ( 1 ) Description of geographical area to be served . (2 ) Existing and predicted population of area to be served . (3 ) Calculations for projected flows , . wet well sizing , pump sizing and selection , force main sizing , and buoyancy . (4 ) The effect of the proposed pumping station and force main system on existing or proposed pumping station and force main systems or gravity sewer systems receiving these additional flows . Pump stations shall be hydraulically modeled , along with all in-line pumping stations and force mains . (5 ) The effects of the proposed pumping station and force main systems on the wastewater treatment plant receiving these flows . (6 ) Description of materials to be used . (7) A preliminary cost estimate . (8 ) Any other factor which would affect design and use of the pumping station and force . main system . 4 . A review fee , as set forth in the current rate schedule . This fee shall cover review of a water system , a sewer system , or both , if submitted at the same time . 5 . One original signed and sealed Department of Environmental Protection permit application for IRCDUS records . 12 . 02 CONSTRUCTION PERMIT A. Prior to permit issuance and scheduling of a pre-construction meeting , three (3 ) sets of construction plans and specifications shall be submitted , signed and sealed by a Professional Engineer registered in the State of Florida , to be approved , stamped , and signed by IRCDUS . One ( 1 ) set shall be retained for IRCDUS records , one ( 1 ) set shall be delivered to the IRCDUS inspector, and one ( 1 ) set shall be returned to the Engineer of Record . 12-2 B . .The Utility Construction Permit shall be valid for a period of one year from the date of issuance . If construction has not commenced within this time , a new utility construction permit with fee shall be submitted . C . Payment of fee shall not constitute automatic approval of original plans . D . The utility construction permit does not constitute a permit for operation . E . Construction shall not begin until a copy of the Indian River County and all State and local permits that are required have been received for any construction in the right-of-way. 12 . 03 CONSTRUCTION A. The Engineer of Record shall have a pre-construction meeting with IRCDUS a minimum of five working days before beginning construction , whereupon construction plans shall be reviewed , and a minimum of three (3 ) sets of shop drawings shall be provided . One ( 1 ) set to Indian River County Utilities Department, one ( 1 ) set to the IRCDUS inspector and the remaining sets to the Engineer of Record . No appurtenances shall be installed until approved by IRCDUS . B . The Contractor and Engineer of Record shall notify IRCDUS a minimum of 48 hours prior to beginning construction or performing any system tests . C . The water distribution system shall be constructed , flushed , disinfected , and tested in accordance with FDEP and IRCDUS Specifications . D . All equipment, materials , and workmanship shall meet or exceed all current Indian River County Water and Wastewater Utility Standards and shall be subject to the unconditional inspection and approval of IRCDUS . E . The Engineer of Record shall have an on-site inspector ( representative) who shall witness and document all materials used , installation procedures , problems encountered , and witness and certify all tests specified by the operation permit checklists . Daily construction reports shall be submitted monthly to IRCDUS , and no later than seven days after completion of the construction . Indian River County has unconditional rights to inspect the construction and materials at any time . F . Where water outages will occur, a minimum of five (5 ) working days notice to IRCDUS and the public is required . The IRCDUS water plant operator shall be notified a minimum of five . ( 5 ) working days prior to flushing of lines : A five (5 ) working days notice is required for access to private property. G . The Property Owner, Developer, engineering firm , and Contractor shall hold Indian River County harmless in any suits , claims , and/or liabilities arising from subject construction . 12-3 H . All connections to the IRCDUS water system shall be made in the presence of IRCDUS inspectors . IRCDUS personnel for the purpose of flushing , testing , and putting the system on line shall operate all valves on the IRCDUS systems . 12 . 04 ACCEPTANCE A. No system shall be cleared for use by IRCDUS until all requirements of the operation permit checklist have been satisfied and approved by IRCDUS . See Part IV of these Standards for the requirements for IRCDUS Utility Construction Check Lists for Potable Water Distribution System and Wastewater Collection/Distribution System . END OF SECTION 12-4 SECTION 13 WATER AND SEWER TREATMENT PLANTS SECTION 13 WATER AND SEWER TREATMENT PLANTS 13 . 01 GENERAL This section sets forth the general requirements for design and installation of sewer and water treatment plants to be constructed within the County. 13 . 02 DESIGN STANDARDS Required Reference : Facilities shall comply with the design and installation requirements as established by the Florida Department of Environmental Protection and additional specific requirements stated in these standards . The criteria set forth in the "Ten State Standards-Recommended Standards for Water Works " , latest edition , should be used as a design guide for water treatment facilities . The criteria set forth in the "Ten State Standards- Recommended Standards for Wastewater Facilities" , latest edition , shall be used as a design guide for sewage treatment facilities . 13 . 03 STANDARD REQUIREMENTS A. Building and Structure Sites 1 . Clearing — Clear and remove obstructions within building sites only as required to provide adequate workspace and/or accomplish the specified construction . The removal of trees or permanent structures within the specified construction areas shall be done only as approved or directed by the County. Should the removal of valuable trees or shrubs be required , this work shall be done in cooperation with the local communities , in which the work takes place , in order that they may be replanted , if so desired . At sites of new structures , remove only such trees and shrubs as are necessary to facilitate the work and protect trees to remain against damage during construction period . 2 Grubbing — Grubbing shall be performed where required , including , but not limited to , areas where fill will be placed , structures erected , or where other installation is required . It shall include the complete removal of all obstructions resting on or protruding through the surface of the existing ground to a depth of three feet below finished grade . Where excavation is done , all stumps , roots and deleterious material thereby exposed shall be removed to a depth of three feet minimum below the excavated surface . 3 . Disposal of Cleared and Grubbed Material — All refuse from clearing and grubbing operations shall be disposed of either by burning or removal to a dump area approved by the County. Burning shall be done at locations , and at times as directed , in a manner that will avoid all hazards . Permit(s ) shall be obtained from all applicable authorities for burning and burning shall be kept under constant attendance until the fires have burned out or have been extinguished . Burning operations shall be done in compliance with all applicable regulations . 13- 1 4 . Unsuitable Material — All muck or other unsuitable material within the limits of building sites , or other designated areas , shall be excavated and removed . Depth of removal shall be that required to reach an approved suitable material . Removal and subsequent backfilling shall be maintained within the limits of the designated construction area unless specifically approved otherwise by the County. Sheeting shall be installed and left in place along the site boundary , where required , in order to preclude infringement on adjacent property and prevent damage by future de-mucking . The Contractor shall dispose of muck or other unsuitable material . 5 . Fill — Suitable fill material shall be placed and compacted where muck or other unsuitable material has been removed and as required to elevate the site to finished grade . Fill material shall conform to U . S . Bureau of Public Roads , Classification A-3 , and as approved by a testing laboratory and the Public Works Division . Fill shall be placed in successive layers of not more than 12 inches , loose measure , and suitably I compacted to 95 % minimum of maximum density, as determined by AASHTO Specifications T- 180 , unless higher percentage is necessary in specific locations . Side slopes shall not exceed 2 . 5 (horizontal ) to 1 (vertical ) , unless specifically approved otherwise , and shall be protected from erosion by staggered solid grass sodding , or other approved method . An approved , Florida State Certified testing laboratory shall make density tests for determination of the specified compaction . 6 . Grading — All building sites shall be properly graded , including all cutting and filling necessary for the construction . Finish building site elevations shall be as required to preclude flooding and shall receive prior approval from the County. Filling shall be accomplished , if necessary , to provide acceptable site elevations . Finish surface grades shall eliminate potholes , abrupt changes in grade and bring the ground to an even surface , and shall provide adequate drainage for the complete site , with special consideration for the following . The grade shall be sloped evenly to provide drainage away from the building walls in all directions at Y4 inch per foot minimum for at least 10 feet from the building walls . Drainage swales shall have a minimum flow-line grade of not less than 1 /8 inch per foot. Rounding shall be provided at top and bottom of banks and at other breaks in grade . 7 . Asphaltic Concrete Pavement — Driveways , parking locations and other vehicular traffic areas at building sites shall be paved with an asphaltic concrete surface course . The dimensions for said surfacing shall be in accordance with good engineering practice and suitable for the designated service . Roadbed stabilization shall be 6-inch minimum below the base course and shall have a minimum Florida Bearing Value of 50 pounds per square inch . Base course shall be limerock or soil-cement, placed to 6-inch minimum thickness . Prime coat shall be rapid curing cutback asphalt RC-70 , applied at the rate of 0 . 10 gallon per square yard . Asphaltic Concrete Surface Course shall be 1 -inch minimum thickness , Type ll . 13-2 8 . Concrete Walks — In order to provide an all-weather surface for foot- traffic ways , concrete walks shall be provided between points of frequent travel . Walks shall be minimum 4 feet wide by 4 inches thick , with concrete construction in accordance with the standards specified under Section 13 . 03 . 13 . 3 . The base material shall be thoroughly compacted to 95 % of maximum density per AASHTO Specification T- 180 . Walks shall be provided with expansion joints at structures and/or intervals not exceeding 18 feet, with dummy groove joints at 6-feet intervals . A broom finish shall be provided . 9 . Fencing a . General — All building sites shall be totally enclosed by protective fencing , unless specifically excluded from this requirement by the County. Said fence shall consist of 6-foot high chain link fabric , surmounted with 3 strands of barbed wire , for a total height of 7 feet. Fence shall be fabricated and installed in accordance with good standard practices and shall be complete , including top rail ; stretcher bars and clips ; all end , comer, pull and gate posts ; post braces ; ornamental post tops ; barbed wire and support arms ; and other necessary items . The fence . shall include a minimal of one gate opening 12 feet in width , consisting of two 6-feet wide locking , 180 degree , swing gates , with total height equal to the fence (7 feet) . b . Materials — Fencing shall be fabricated in compliance with the following minimum material standards : Chain Link Fabric — 2" mesh woven from 9 gage steel wire . End , Corner and Pull posts — 2-%2" Schedule 40 steel pipe . Gate Posts — 6" maximum width : 2-%' Schedule 40 steel pipe ; and , 6 ' to 12' width ; 3 %2" Schedule 40 steel pipe . Gate Frames and Intermediate Posts — 1 . 875" outside diameter (O . D . ) , 2 . 71 pounds per foot ( Lb ./Ft. ) steel tube . Post Braces and Top Rails — 1 . 625" O . D . , 2 . 27 Lb./Ft, steel tube . Barbed Wire — Two twisted strands of 12-gage steel wire , with 14 gage , 4 point, barbs spaced on 5" centers . Accessories — Steel . Coatings — Hot dip galvanized with 1 .2 ounces of zinc per square foot, applied after weaving for fabric and following fabrication for all other ferrous metal items . 13-3 Concrete — 2 , 500 pounds per square inch compressive strength . C , Installation — The fencing shall be installed to proper grade , alignment and plumb , with corner posts and bracing provided at all angles in alignment. Posts shall be set 3 feet deep in concrete footings : 1 ' -4" diameter for line posts : and , 2' -0" diameter for gate and comer posts . 10 . Landscaping and Grassing a . General — Building sites shall be suitably landscaped in order to be harmonious with the existing or projected adjacent development, provide screening plants and , in general , present a pleasing appearance . Plants shall equal or exceed Standards for Florida No . 1 , as given in " Grades and Standards for Nursery Plants ," Part 1 ( 1963 ) and Part II , State of Florida Department of Agriculture . The landscaper shall install the approved planting (grass , trees and shrubbery) in accordance with Indian River County Code Type A buffer and maintain said items until hardy growth has been established . 1 Landscaping — The Builder shall provide the County with landscaping plans for approval prior to installation . Said plan shall be prepared by an experienced landscaping company and shall include only such plants which are established for the area of construction and which require minimal maintenance . 2 Grassing — The Builder shall place solid sod , where not covered by structures or surfacing , over the total area of small facility sites ( pumping stations , etc. ) and over the prime area of large sites (Treatment Facilities ) , with additional placement, as required for erosion control . Where not solid-sodded , balance of the site area shall be totally grassed by sprigging . Unless approved otherwise by the IRCDUS , the grass shall be Argentine Bahia . Sod and sprigs shall be fresh and uninjured to time of installation , and sod shall be clean , have a well-matted root system , and have a minimum thickness of 2 inches . b . Buildings and Structures 1 . Excavation and Fill Excavation shall not proceed until building lines have been surveyed and staked . The Contractor shall remove and dispose of all unwanted material , supply all fill material , and install all dewatering facilities , shoring and/or bracing needed . Bearing capacity of surfaces in excavations or on compacted fill shall be adequate to support the building or structure to be placed thereon . County shall require testing by an 134 independent testing laboratory to verify adequacy of the foundation design and/or to require special foundation features , such as larger footings , piles , increased compactions , etc. Fill and backfill shall be compacted to 95 % of maximum density at optimum moisture , as determined by ASTM D- 1557 , Method D , or AASHTO Specification Method T- 180 . Building site shall be kept clear of rubble and any material , which may be hazardous to persons or impede construction progress . 2 . Soil Treatment — Termite Control When structures are to be constructed of, or are to contain , any wood or wood products , soil treatment shall be required for termite control . Chemicals shall be one of the following water-based emulsions , uniform in composition , containing a dye that will be readily seen to the naked eye after application to the soil , and containing in concentration by weight: a . Chlordane , 1 . 0 percent b . Dieldrin , 0 . 5 percent C , Aldrin , 0 . 5 percent d . Heptochlor, 0 . 5 percent e . Or equal Application of chemical selected shall be made to all areas along foundation walls , around piers and under all concrete slabs at the following rates : a . Foundation walls and piers , all sides — 4 gallons per 10 linear feet, mixed with backfill , to a depth of ( 1 ) foot below finished grade for concrete ; for masonry, increase application rate proportionately by depth of foundation or piers . b . Within voids of masonry foundation walls or piers , apply to void at or near bottom of foundation at rate of 2 gallons for each 10 linear feet. C, Under all concrete slabs less than 6 feet below finish grade — ( 1 ) gallon per 10 square feet. 3 . Concrete Work Design , material , workmanship and practices shall conform to American Concrete Institute Manual of Standard Practice (ACI 315 ) and the Code of Standard Practice of the Concrete Reinforcing Steel Institute ( CRSI ) . 13-5 Field and laboratory tests shall be conducted by independent testing laboratory on structural concrete pours for buildings to ascertain that concrete design slumps and strengths are attained . Applicable standards shall include latest editions of the following : a . Southern Standard Building Code b . Building Code Requirements for Reinforced Concrete — ACI 318 C, Concrete proportions and placing — ACI 211 . 1 and ACI 301 d . Concrete design for sanitary engineering structures — ACI Committee 350 Report 68-50 e . Formwork — ACI 347 f. Reinforcing bars — ASTM A-615 , Grade 60 g . Stirrups and ties — ASTM A-615 , Grade 40 h . Welded wire fabric — ASTM A- 185 L Cement for concrete not exposed to sewage — ASTM C- 150 , Type I j . Cement for concrete exposed to sewage — ASTM C- 150 , Type II , or ASTM C- 150 , Type I , with sulfate resistant properties equal to Type II if Type II is not available and the design engineer affirms the acceptability of Type I k . Watertight and chemical resistant concrete — ACI 614 I . Aggregate — ASTM C-33 , salt free M . Water — potable (free from oil , alkali , acid , salt, organic matter, etc . ) n . Ready-mix — ASTM C-94 o . Slump test — ASTM C- 143 P , Compression Test — ASTM C-39 , at cylinder ages of 7 days , 28 days and finally, if indicated and directed by design engineer, at extended time period , not to exceed 45 days q . Test Cylinders-ASTM C-31 minimum of 3 per 50 coy . of pour or fraction thereof. Water stops and vapor barriers shall be provided as follows : a . Water stops shall be installed at all construction joints in concrete structures retaining liquid and at all construction joints at or below ground level in concrete structures required to remain dry. b . Damp check or waterproof membranes shall be installed under and around all concrete slabs to be placed against soil , with joints lapped a minimum of 6 inches . 4 . Masonry Work 13-6 Concrete masonry units shall be of a modular design and conform to ASTM C-90 , Grade U - 1 . Brick masonry units shall be clay and conform to ASTM C- 216 , Grade SW for below groundwork and grade MW for the above groundwork . Reinforcement of all masonry unit walls shall be provided at alternate courses with " Dur-O-Wall , " "Wal-lock, " " Block-Lok" or approved equal . Anchors and ties shall be of ferrous metal , with zinc coating conforming to ASTM A- 153 , Class B- 1 , B-2 , or B -3 , as appropriate , and as follows : a . Rigid steel : 1 " x '/4" x 24" , with ends turned down 3" . b . Wire mesh : 16 gage , %2-inch mesh , 3" x 16" c. Veneer ties : No 6 W & M gage wire bent 90 degrees to form 2-inch hook for mortar embedment, or 22 U . S . gage corrugated sheet metal . d . Spacing of ties shall be such that each tie shall not support more than 3 square feet of wall area with vertical spacing not more than 24" , and with additional ties at wall openings . Mortar shall conform to ASTM C-270 (except that slag cements shall not be used ) , Type M or S . Type N may be used for non-bearing interior walls and partitions above grade . . 5 . Waterproofing Waterproofing shall be provided in two (2 ) coats on all exterior surfaces of subgrade concrete or masonry walls , with outside lap of vapor barriers , damp checks or waterproof membranes thoroughly sealed into the sidewall waterproofing material . Waterproofing material shall be an asphalt base coating applied in accordance with manufacturer' s recommendations — Tnemec Co . No . 461 , " Foundation Coating " ( black) or approved equal . Minimum film thickness (dry) after application shall be 8 . 0 mils for first coat, 6 . 0 mils for second coat. 6 . Architecture and Wall Finishes Complete architecture plans and specifications for building shall be submitted for approval by the County prior to construction . In no case shall a structure be planned or designed without regard to aesthetic appearance and maintenance costs . 13-7 Exterior wall finishes for permanent above-grade buildings or structures shall comply with one or more of the following selection of materials : a . Stucco/stucco brick b . Rubbed concrete C . Brick, over masonry or sturdy wood frame d . Stone aggregate on masonry e . Stone f. Asbestos-cement on masonry substrate 7 . Metal Fabrications Steel or other ferrous materials shall conform to the following : a . Structural shapes and plates — ASTM A-36 b . Pipe — ASTM A-53 c . Bolts , machine — ASTM A-307 d . Bolts , high tensile — ASTM A-325 e . Galvanizing — ASTM A- 123 or A- 153 , as applicable f. Iron castings — ASTM A-48 , Class 25 g . Abrasive cast iron (nosings ) — American Abrasive Metals Co . " Feralun , " or approved equal . h . Cast steel — ASTM A-27 , Grade N2 i . Stainless steel — Type 304 , unless otherwise required or specified j . Fabrication and erection — AISC Manual of Steel Construction . Aluminum materials shall conform to the following : a . Rolled shapes , smooth or checkered plates and extruded pipe — ALCOA 6061 -T6 or approved equal b . Other extruded shapes — ALCOA 6063-T5 or approved equal C, Sheets -- ALCOA 3003 or approved equal d . Pipe hand railing — ASTM B429 8 . Windows Natural light is preferred for all buildings , and use of common sizes , spaced for adequate natural lighting of interiors is encouraged . Windows and frames shall conform to quality standards ANSI A-34 and AAMS 30 for high performance series . Frames shall be basic aluminum 6063-T5 with fasteners of aluminum or stainless steel . Plate glass shall be a minimum thickness of 7/32" and set in vinyl glazing material . 13-8 All windows shall be sealed all around , both sides , with a non" shrink silicone-base caulk . 9 . Metal Doors and Frames Door frames shall be a combination buck and frame type , with adjustable anchors for masonry applications . Frames shall be filled with sand-cement grout when installed . Doors shall be constructed of honeycomb material with metal laminated facing . Minimum door thickness is 1 3/<° . Height is 6,..8)" All doors and frames shall be mortised and reinforced to receive hardware . Non-ferrous metal should be used at all areas exposed to corrosive atmosphere . All door frames shall be sealed all around , both sides , with a non -shrink silicone base caulk . 10 . Finish Hardware Hardware shall be heavy-duty type with non-magnetic accessories and compatible with door and frame materials . Panic exit devices shall be provided in all areas of corrosive or hazardous atmosphere that may be encountered by occupants . Finish hardware shall include : a . Locksets — cylinder type with dead latch , suitable for master keying b . Butt hinges — 1 % pairs per door, ball bearing type preferred C, Door closers , holders and silencers d . Thresholds — aluminum e . Flush bolts f. Panic exit devices , as indicated 11 . Carpentry All carpentry components shall be of high quality, with galvanized fasteners and treated wood where in contact with all masonry, metal or exposed to weather. Rough Carpentry of construction grade lumber shall conform to standards as follows : a . National Lumber Association — Specification for stress grade lumber and its fasteners b . American Institute of Timber Construction - Uniform Specifications 13-9 c . . Truss Plate Institute Specifications Finish carpentry or millwork shall be of "B " or better yard grade seasoned lumber, conforming to applicable requirements of the Architectural Woodwork Institute . Shelving , cabinet doors , tops and ends shall be a minimum of Y4itplywood with all exposed edges trimmed with hardwood . Joints shall be tight and formed to conceal shrinkage . 12 . Roofing Moisture controls methods and materials for roofing shall be similar to Johns-Manville or Bird Specifications or approved equal for built-up and shingle roofs . Flat roofs shall have a minimum slope of 1 / 16" per foot, with 5-ply built-up roofing meeting the requirements for a 20-year bond . All built-up roofs on concrete slabs or metal decking shall be applied to 1 " rigid insulation board . Pitched shingle roofs shall have a minimum pitch of 3 %" vertical to 12° horizontal , with seal-down type asphalt or fiberglass shingles at 300 Ib . per square on two (2 ) layers of 15 lb . underlayment, meeting requirements for a minimum of 15 years' warranty. Fascia , gravel stops and soffits shall be of low maintenance materials , architectural metal or masonry preferred . Flashing and trim shall be either galvanized steel , 24 gage minimum thickness , conforming to Fed . Spec. QQ-S775 , Type I , Class C ; or aluminum 0 . 019" minimum thickness . Gutters and downspouts shall be provided on all permanent buildings . Screen protection from debris and concrete splash blocks are required for all downspouts . Materials shall be as follows : a . Gutters — 24 gage galvanized steel or 0 . 032" anodized aluminum b . Downspouts — 26 gage galvanized steel or 0 . 025" anodized aluminum C, Hanger straps — same material as gutters , as 3' -0" on centers , with blocking behind downspouts 13 . Specialties and Accessories Stairs shall be of reinforced concrete or all -welded structural aluminum . Nosing and treads shall be non-skid . Tread widths and riser heights shall conform to applicable codes 13- 10 wherever possible . The use of ship-ladders or vertical ladders is discouraged . Handrails shall be of all-welded 1 '/s' O . D . aluminum pipe , 42" high with intermediate rails . Rail post spacing shall not exceed 8' -0" . Kick plates shall be used on all areas above the first floor. Grating and checkered plate shall be of aluminum ( preferred ) or galvanized steel , and designed to carry a uniform live load of 200 lbs . per sq . ft. with a safety factor of 5 , based on ultimate strength . Reinforcing shall be utilized to preclude deflections greater than 1 / 160 of span . All grating and plates shall have non-skid surface(s ) . Plumbing fixtures shall include , but not necessarily be limited to water closets and lavatories . IRCDUS may require shower, water heater and drinking fountain at larger facilities . Appropriate toilet partitions and stainless steel accessories shall be provided as indicated . Provide handicap facilities as required . Fire extinguishers shall be 10 Ib . Type ABC rechargeable units , provided and spaced as applicable in all buildings and structures . Other safety equipment shall be provided wherever hazardous materials or equipment are utilizes , such as eyewash fountains , gas masks , emergency lighting , etc . 13 . 04 PAINTING General This section includes the general requirements for painting materials and workmanship , as applicable to all sewer and water facilities . Painting materials shall be delivered to the work site in the original and unbroken containers , marked with the manufacturer name , type of material and analysis of the product, and stored at one location . Special care shall be exercised in the handling and maintenance of painting materials , and all applicable safety regulations shall be followed . 1 . Painting System Schedule shall be included in the project specifications for specific facility items and surfaces . Said schedule shall include , but not be limited to , the specific surface to be coated and specified painting system , with minimum dry mil thickness per coat required . 13- 11 a . Materials All paints and painting materials shall be high-grade products of manufacturers of established reputation and shall be "Approved" for the intended use . To ensure a satisfactory end product, it is essential that paint coats be mutually compatible ; both shop and field applications . To this end , insofar as possible , all paints applied to a given surface shall be the product of a single manufacturer. The paint material set forth in Subsection B . 3 .4 , " Paint Schedule , " shall be the minimum acceptable type for the application indicated . b . Application The Builder shall do a complete painting job throughout the project in accordance with generally approved modern practice for work of high quality . Additionally, surface preparation and application shall be in strict compliance with the manufacturer' s recommendations , and paint shall not be extended or modified . Factory finish coatings shall be inspected following installation and any mars or blemishes shall be touched up in the field with the original color and type of paint. C. Painting Requirements Table I , " Paint Schedule , " attached hereto , specifies in general the surfaces to be painted ; service conditions for the indicated surfaces ; finish paint coating for the specific surface and service condition ; and other special requirements . The total painting system (surface treatment, primer, finish coat and other necessary applications ) and minimum dry mil thickness per coat required to achieve the specified finish for the specific surface and service condition shall be in strict compliance with the paint manufacturer' s recommendations . For convenience of description and as a standard for a quality comparative reference , the " Paint Schedule" indicates the finish coating by name , number, or both , for products manufactured by Tnemec Company, Inc . or an approved equal , for the subject manufacturer, and approved equal products are acceptable . In addition to the data contained herein , painting for water storage tanks shall comply with AWWA Standard Specifications D102-97 , or latest revision , "Coatings for Steel Water Storage Tanks . " 13- 12 Unless specifically indicated under "Pipe Color Code" , the color for surfaces to be painted shall be as selected by the IRCDUS and in compliance with OSHA regulation . The finish paint color for exposed sewerage and water facilities piping shall be as follows for the specified service : Pipe Color Code : Sewage—Gray (Solid ) Sludge—Brown (Solid ) Potable Water—Blue (Solid ) Raw Water (water facilities }—Blue (with 2-inch bright orange bands spaced 24 inches apart) Non-Potable Water ( Plant)—( Bright Orange (Solid ) Gas or Fuel Oil—Red (Solid ) Compressed Air—Green (Solid ) Chlorine Gas—Yellow (Solid ) Chlorine or other chemical solutions—Yellow (with 24 inch red bands spaced 24 inches apart) Other Services—As directed by the County Note : Banding shall be accomplished by painting or approved durable plastic adhesive tape . Surfaces which shall not require painting (unless service color coding , or other specific coatings are required ) , are as follows : exterior piping , below ground ; factory finished equipment; galvanized fencing ; stainless steel ; aluminum and brass ; plastic or rubber; concrete floors and stair treads ; interior of concrete below grade dry pits ; and exterior concrete surfaces (as specifically approved ) . TABLE 1 PAINT SCHEDULE Surface to be Painted Service Conditions Finish Paint Coating General Application Masonry & Concrete (Walls & Interior Above Grade — Normal Conditions Series 6 or 7 Ceilings ) Masonry & Concrete (Building & Exterior Above Grade — Normal Conditions Series 6 or Series 156/157 Tanks Wood Interior — Normal Conditions Ponkote 300 Enamel Primer Series 36-601 Exterior — Normal Conditions Finish Series 23 or 23 HG Metal (Machinery, Piping , Systems , Interior — Normal Conditions — Nonsubmerged Primer 50 — 330 etc. Exterior — Normal Conditions — Nonsubmerged Finish Interior Series 66 Finish Exterior Series 73 Metal (Machinery, Piping , Systems , Severe Moisture & Condensations Conditions Primer Series 50-330 etc. Nonsubmerged Finish Series 73 Metal — Large Areas (Tank Surfaces , Exterior — Moderate to Normal Conditions — Primer Series 66- 1211 Structural Steel , etc. ) Nonsubmerged Interior Series 66 — Finish Series 73 13- 13 Sewerage Facilities Concrete (Wet Wells, Tanks , Submerged or Severe Conditions — Color – Series 46-413 Coal Tar Channels , etc. ) Ri ortex 3324 Enamel 104-----Series 104 Metal (Equipment, Piping Systems , Submerged , or Intermittently Submerged , or Primer Series 661211 — Tanks , etc. ) Extreme Conditions Finish 46-413 (2 coats , 8 mil . ea . )--46H ( 1 coat, 16 mil . Metal (moving Parts – Chains , Gates , Submerged or Intermittently Submerged Grease Coating etc. Water Facilities Concrete (Tanks , Troughs , Basins , Submerged , or Intermittently Submerged Primer Series 20- 1255, etc. ) Beige 3-5 mil – Filler Series 63 – 1500, as applicable –Finish Series 20-BB82 , 4-6 mils Metal (Tanks , Piping Systems , Submerged , or Intermittently Submerged Primer Series 20- 1255, Equipment) Beige 3-5 mil – Filler Series 63 – 1500, as applicable –Finish Series 20-BB82, 4-6 mils Special Notes : 1 . All galvanized or other nonferrous surfaces requiring painting shall be pretreated with an approved conditioner or passivator, as recommended by the paint manufacturer, prior to application of the painting system . 2. Bituminous coated pipe shall be coated with Inertol Tar Stop or approved equal , as recommended prior to application of the painting system. 3. Metal surfaces , in contact with concrete or masonry, shall be protected with Tnemec46-413 Coal Tar coating or approved equal , as recommended . This provision shall not apply to concrete reinforcement, piping and fittings , or conduits and accessories . 13 . 05 ELECTRIC A. General The provisions of this Section , including other specific design considerations , shall be the minimum standards as applicable to all sewage and water facilities . It shall be the responsibility of the Contractor to advise the appropriate electrical power company regarding the proposed facility prior to installation and to make the necessary provisions for service thereto . In accordance with the provisions of the General Conditions , complete shop drawings and technical data shall be submitted to the IRCDUS including , but not limited to , motor control centers and control systems , with wiring diagrams and components ; manufacturer' s data for switches , transformers , relays , lighting fixtures and other accessories ; panel boards ; and all other applicable information . Be Materials , Equipment and Installation 13- 14 General Requirements : Materials , equipment and workmanship shall conform to the applicable portions of the codes , specifications , standards and statutes listed below: National Fire Protection Association : NFPA No . 70 National Electrical Code Local Codes : At the place of the work , all applicable local codes , regulations and ordinances that are in effect will apply. National Electrical Manufacturers Association : AB 1 Circuit Breakers — Molded Case FB 1 Conduit Fittings , Cable Fittings and Accessories IC 1 Industrial Control SGB 1 Connectors — Electric Power KS 1 Enclosed Switches PB 1 Panel boards TR 1 Transformers SG 8 . 2 Connectors for Copper Conductors IC 4 Industrial Enclosures WC 5 Thermoplastic — Insulated Wire & Cable American National Standards Institute : C80 . 1 Rigid Steel Conduit C6 . 1 Terminal Markings for Electrical Apparatus Underwriters' Laboratories , Inc. Standards for Cabinets and Boxes Standards for Service Equipment Standard for Industrial Control Equipment . Standard for Thermoplastic-Insulated Wire Illuminating Engineering Society: IES Lighting Handbook United States Federal Government: Williams—Steiger Occupational Safety and Health Act of 1970 (OSHA) Special Requirements : Phase rotation of electrical service shall be : L1 , L2 , L3 (Al B , C ) left to right when facing equipment. 13- 15 Generator receptacles for portable emergency power connection shall be provided for all electrically operated facilities and shall be as described in the lit station portion of the standards . Electrical Motors : Environment: Motors shall have enclosure types which provide safe protection from exposure to unusual environments such as chemical fumes , damp places , outdoors , poorly ventilated rooms or places with restricted air circulation . In general , enclosures shall be NEMA standardized motor types . Insulation : Motor insulation materials shall be Class F Systems " Size : Motors for non -submersible service shall be sized such that the nameplate horsepower rating shall not be less than 1 . 2 times the required shaft brake horsepower output. Appropriate NEMA design shall be used to provide torque and/or other load requirements . Electrical Characteristics : Motor electrical rating shall be compatible with station electrical service . Mounting : Motor Mounting shall be of standard NEMA design and shall be compatible with the driven apparatus . Controls : Motors shall be controlled by NEMA standard controllers for all across the line or reduced voltage starting . Where variable speed pumping is required , the specifications or variable speed pumping is required , the specifications or variable speed control equipment shall be coordinated with the County. In general , motors shall be equipped with all necessary controls and devices for complete and operable systems . END OF SECTION 13- 16 SECTION 14 APPROVED MANUFACTURER' S PRODUCTS LIST 1 AIR RELEASE VALVES (SEWER) 1 . ARI AIR RELEASE VALVES (WATER) 1 . ARI 2 . GA INDUSTRIES 3 . VALMATIC 4 , APCO BACKFLOW PREVENTER (RPZ) AND DOUBLE DETECTOR CHECK 1 . AMES SILVER BULLET 2 . FEBCO 3 . WILKENS 4 . WATTS BLOW-OFF VALVES 1 , JOHN C . KUPFERLE FOUNDY CO . MODEL ECLIPSE NO . 85 OR APPROVED EQUAL BRONZE GATE VALVES 1 . AMERICAN 2 . RED -WHITE 3 , NIBCO 4 , UNITED CASING SPACERS/ INSULATORS L APS - ADVANCE PRODUCTS SYSTEMS 2 , CASCADE WATERWORKS MFG. 3 . RACI 4 , PSI- PIPELINE SEAL AND INSULATOR CHECK VALVES- WEIGHT & LEVER- RESILENT SEAT 1 . AMERICAN DARLING 2 , CLOW 3 , M&H 4 , KENNEDY 5 , MUELLER 6 , VALMATIC CORPORATION STOPS 1 . FORD : FB 1100G, FB 1700 2 . MUELLER: H- 15028 & H10046 3 . MCDONALD 2 COUPLINGS 1 . HYMAX 2 , SMITH-BLAIR 3 , DRESSER 4. . EBG-IRON CURB STOPS 1 . FORD : KV43 -342WG, KV43444WG, BA43342WG, BA43444WG, B41666WG, B41777WG, BFA43 -666WG * & BFA43777WG 2 . MUELLER : (EQUAL FORD PART NUMBERS) 3 . MCDONALD : (EQUAL TO FORD PART NUMBERS ) DUCTILE IRON PIPE WATER: CEMENT LINED CLASS 350/50 SEWER/FORCEMAIN: PROTECTO 401 LINED CLASS 350/50 1 . AMERICAN 2 , CLOW 3 . MCWANE 4, US PIPE 5 . GRIFFIN DUCTILE IRON FITTINGS : WATER: CEMENT LINED CLASS 350 FORCEMAIN : PROTECTO 401 LINED CLASS 350, LINERGARD 100 1 . AMERICAN 2 . UNION 3 . TYLER 4 . US PIPE 5 . STAR 6 . RUSSELL ELECTRICAL EQUIPMENT 1 , UNFUSED SAFETY SWITCH-SQUARE D 2 , CABLE CONNECTORS-CROUSE-HINDS TYPE "CGB " 3 . THERMAL-MAGNETIC AIR CIRCUIT BREAKER--- SQUARE D 4 , MAGNETIC MOTOR STARTER-SQUARE D 5 , REDUCED VOLTAGE MOTOR STARTER-SQUARE D 6 . EMERGENCY POWER RECEPACLE-3W CROUSE-HINDS NO . AR1042 -S22 WITH AR610 PANEL ADAPTOR FOR PUMPS LESS THAN 25 HP & AR2042 -S22 WITH AR610 PANEL ADAPTOR FOR PUMPS 25 HP & LARGER. 7 , PUMP MODE SELECTOR SWITCH-SQUARE D 8 , INDICTATOR LAMPS-SQUARE D 9 . ELAPSED TIME METER-EAGLE SIGNAL BULLETIN 705 , HK SERIES 10 , OR APPROVED EQUAL 3 FIRE HYDRANTS- 5 1/4VALVE OPENING 1 , CLOW MEDALLIAN F2545 2 . MUELLER A-423 PE PIPE & TUBING 3/4"-2" SDR 9 CTS 3 "-48" DRl l DIPS 1 . PHILLIPS 2 . ENDOT/YARDLEY 3 , POLYPIPE 4 . JM 5 . VANGUARD 6 . FLYING "W" LIFT STATION ACCESS DOOR 1 . BILCO TYPE J-AL SINGLE LEAF W/S . S . HARDWARE (WATERPROOF) 2 . HALIDAY SINGLE LEAF W/S . S . HARDWARE (WATERPROOF) LIFT STATION JOINT SEALER L EMBECO GROUT (RAM NECK) LIFT STATION AND MANHOLE SEALANT AND COATINGS 1 . KOPPERS 300 COAL TAR EPDXY 2 . TNEMEC LIFT STATION VALVE PIT ACCESS DOOR 1 . BILCO TYPE JO-AL DOUBLE LEAF 2 , HALIDAY LIFT STATION VALVE PIT QUICK DISCONNECT 1 . KAMLOC MALE KWIK DISCONNECT KAMLOC COULPER 4" MARKER BALLS ELECTRONIC 1 . WATER: 3M 1403 2 . SEWER: 3M 1404 MANHOLES FRAMES AND COVERS 1 , U. S . FOUNDRY DWG. NO , 420A MANHOLES FLEXIBLE PLASTIC GASKETS 1 , RAMNECK 4 MANHOLE AND LIFT STATION LININGS (FIBERGLASS) 1 . ASSOCIATED FIBERGLASS ENGINEERS 2 . LF MANUFACTURING COMPANY MANHOLE-PIPE CONNECTION(BOOT) 1 . . KOR-N-SEAL INC --NEOPRENE BOOT WITH SS ACCESSORIES MANHOLE WATERTIGHT RAIN GUARD BOOT FOR MANHOLES 1 . FOSROC INC ./THOROC SEWER GUARD 20 .25 I. D . X 22 . 5 O .D . 2 . LF MANUFACTURING COMPANY MECHANICAL JOINT RESTRAINTS 1 , FORD MEGALUGS & 1390-C 2 . EBBA MEGALUGS & BELL RESTRAINTS 3 , US PIPE FIELD LOCK GASKETS 4 . AMERICAN FIELD LOCK GASKETS 5 , SIGMA MEGALUGS & BELL RESTRAINTS METER BOXES 1 . POLYMER CONCRETE & FIBERGLASS BY CDR SYSTEMS CORP . SIZES 11 "X18 ", 13 "X249 , 17"X30", 245lX36 " WITH PREDRILLED HOLE FOR TOUCH HEAD AND CI OPENING LID METERS FOR SEWER FORCE MAINS MAG-METER (ON CASE BY CASE BASIS) 1 . Fisher Porter 2 . ABB PLUG VALVES 1 . DEZURIK SERIES 100 2 . KENNEDY 3 . CLOW 4, M&H 5 . PRATT 6 . VALVEMATIC SERIES 1500 PVC PIPE WATER/FORCEMAIN : DR18 C900/C909 SEWER: SDR 35 3034 . 1 . J-M MANUFACTORING COMPANY, INC . 2 , ETI 3 . DIAMOND 4 , FREEDOM 5 , CERTAINTEED 6 , NATIONAL 7 , NORTH AMERICAN 5 REDUCE PRESSURE BACKFLOW PREVENTER ASSEMBLY 1 , AMES 4000SS & 40OSS 2 . WILKENS 975 3 . FEBCO 825Y 4. WATTS 909 REMOTE TRANSMITTER UNIT 1 . Model TAC II telemetry unit, complete with Model PCU-001 pump control module, BPR backpack radio/TAC pack, power supply with battery backup , Model RTU-03 enclosure, cable and antenna, as supplied by Data Flow Systems, Inc . RESILENT SEAT GATE VALVES 1 . M&H 2 . MUELLER 3 , DEZURIK 4 , PRATT 5 . CLOW 6 , AMERICAN DARLING SERVICE SADDLES- STAINLESS STEEL STRAPS/ EPDXY COATED I . SMITH BLAIR 317 2 . ROMAC 3 . JCM 4 . FORD METER BOX CO . 5 , CASCADE SEWER FITTINGS 3034 1 , HARCO 2 . VASSALLO 3 . MULTIFITTINGS 4 , PLASTIC TRENDS SLEEVE TYPE COUPLINGS 1 . DRESSER STYLE 38 2 , SMITH BLAIR STYLE 413 3 . BAKER ALLSTEEL 4 . JCM 5 , FORD SUBMERSIBLE PUMPS 1 , FLYGT 2 . ABS— If a grinder pump is proposed , only ABS type grinders pumps under 7 . 0 hp are permitted . ABS V2 PIRANA GRINDER PUMPS ARE NOT PERMITTED . 6 TAPPING SLEEVES (DUCTILE IRON) 1 . MUELLER 2 , AMERICAN 3 . US PIPE 4. M&H 5 . , CLOW 6 . ' KENNEDY TAPPING SLEEVES (STAINLESS STEEL) 1 . FORD FTSS 2 . JCM 432 3 . SMITH BLAIR 663 4 . ROMAC 5 . DRESSER TIE RODS 1 , TIE RODS SHALL BE STAINLESS STEEL TRACE WIRE COVERING 1 . SCOTCH "33 " TAPE 2 . SKRINK WRAP 3 . SCOTCH KOTE WATERPROOFING COMPOUND VALVE BOXES (461 -S) 1 . RUSSELL 2 , TYLER 3 . US FOUNDRY 4, STAR 5 . GENERAL FOUNDRY VALVE NAME PLATE 1 , SHIEDOW BRONZE CORP . KINGWOOD, WEST VIRGINIA 2 . WAGER COMPANY 3 , LF MANUFACTURING COMPANY 7 IV - PERMIT APPLICATIONS AND CHECKLISTS INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST Permit Issuance Date : <- - - 2002 Permit No . : <UCP # > Project Name . . < > Owner/Developer . < > Engineer-of-Record : < > Description : < - - > Rece Desch x ..,x �„ ,is° ,ry T s1 t ©n ��. ' ( r a - - - 1 . Three (3 ) sets of Record Drawings (hard copy and electronic format) , consisting of one set of reproducible mylars and two sets of blue/black line prints signed and sealed by the Engineer-of-Record. The. Engineer-of-Record must be registered to practice in the State of Florida. - - - 2 . Copy of a satisfactory hydrostatic pressure test, signed by the Engineer-of- Record. - - - 3 . One complete set of daily field inspection records prepared by the on-site inspector certified by the Engineer-of-Record, - - - 4 . Copy of a satisfactory bacteriological main clearance certified by the Engineer- of-Record. - - - 5 . Record by the design firm of the estimated amount of water used by the contractor during the construction and flushing of the water lines . - - - 6 . Certification by the Engineer-of-Record that the water line was sanitized in accordance with County specifications . - - - 7 . Certification by the Engineer-of-Record that the construction of the water distribution system is complete and in accordance with County construction and material specifications . Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. - - - 8 . Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP) authorizing the water distribution system to be placed into service . - - - 9 . Dedication of the water distribution system and accompanying easements . The dedication is to include an itemized list of all materials along with total materials, construction and engineering costs . - - - 10 . Where the water distribution system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction costs . - - - 11 . Complete on-site inspection by a County utility inspector with confirmation that the water distribution system appears acceptable , - - - 12 . $ 150 . 00 review fee payment. . . . 13 . Arrangements for payment of all impact fees and other costs of connections . - - - 14 . Release of lien(s) from each Contractor, Subcontractor and Vendor. . . . 15 . A one-year maintenance bond in an amount equaling 25 % of the total cost for construction of the system . UTILITY CONSTRUCTION PERMIT CHECKLIST FAUtilitim UTILITY - CONSTRI f(:TiON STANDARDSWim; mode\i Uility Cnnsmmeinn Permit - Chmklist-PUBLIC.dm INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST — WASTEWATER COLLECTION/TRANSMISSION SYSTEM Permit Issuance Date : G - - 2002 Permit No. . <UCP # > Project Name : < > Owner/Developer : < > Engineer-of-Record : < > Description : Rl,erTSG s .. DeSCI1 " 4 >» " �"?n + � '5 ` "R - - - 1 . Three (3 ) sets of Record Drawings (hard copy and electronic format), consisting of one set of reproducible mylars and two sets of blue/black line prints signed and sealed by the Engineer-of-Record. The Engineer-of-Record must be registered to practice in the State of Florida. - - - 2 . Copy of a satisfactory hydrostatic pressure test or infiltration/exfiltration test, signed by the Engineer-of-Record. - - - 3 . One complete set of daily field inspection records prepared by the on-site I n ector certified by the Engineer-of-Record. - - - 4 . Copy of a satisfactory television test and a certified report by the Engineer-of- Record. - - - 5 . Certification by the Engineer-of-Record that the construction of the wastewater collection/transmission system is complete and in accordance with County construction and material specifications . Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. - - - 6 . Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP) authorizing the wastewater collection/transmission system to be placed into service . - - - 7 . Dedication of the wastewater collection/transmission system and accompanying easements . The dedication is to include an itemized list of all materials along with total materials , construction and engineering costs . - - - 8 . Where the wastewater collection/transmission system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction costs . - - - 9 . Complete on- site inspection by a County utility inspector with confirmation that the wastewater collection/transmission system appears acceptable . - - - 10 . $ 150 . 00 review fee payment. - - - 11 . Arrangements for payment of all impact fees and other costs of connections . . . . 12 . Release of lien(s) from each Contractor, Subcontractor and Vendor. . . . 13 . A one -year maintenance bond in an amount equaling 25 % of the total cost for construction of the system. . . . 14 . A set of lift station specifications (if applicable) , two sets of operations and maintenance manuals , warranty, and all spare parts as required by County standards . - - - 15 . Transfer of lift station ' s electric account from Developer to County. UTILITY CONSTRUCTION PERMIT CHECKLIST FAUtilities\UTILITY - CONSTRUCTION STANDARDSVinal mods\Utility Construction Permit - Checklist-PUBLIC.doc INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MAJOR USER WASTEWATER AND/OR WATER UTILITIES CONSTRUCTION PERMIT APPLICATION FORM A. APPLICANT NAME ADDRESS CITY STATE ZIP CODE TELEPHONE ( ) B . OWNER/AUTHORIZED REPRESENTATIVE ( IF DIFFERENT FROM APPLICANT) NAME ADDRESS CITY STATE ZIP CODE TELEPHONE ( ) C . PROJECT PROJECT NAME PARCEL ID LEGAL DESCRIPTION TYPE OF PROJECT HOURS OF OPERATION ANTICIPATED CONSTRUCTION SCHEDULE START COMPLETION D . METHOD (S) OF FLOW DERIVATION (CHECK APPROPRIATE LINE(S ) ( ) EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE ( ) SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE ( ) EXISTING FACILITY/PREVIOUS RECORDS 1 . ERU DETERMINATION TABLE (COPY ATTACHED) : TYPE OF ESTABLISHMENT SQUARE FEET PAGE 1 APPLICABLE UNITS WATER: PROJECTED FLOW (ERUs) x 250 GALLONS I DAY = GPD (ADF ) WASTEWATER: PROJECTED FLOW (ERUS) x 250 GALLONS / DAY = GPD (ADF) 2 . SPECIFIC INDUSTRIAL USE : TYPE (S ) OF USE WATER: PROJECT FLOW WASTEWATER: PROJECT FLOW 3 . EXISTING FACILITYIPREVIOUS RECORDS , THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE ANTICIPATED FLOW . THIS INFORMATION SHALL INCLUDE , BUT NOT BE LIMITED TO , TWENTY- FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF THE DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS OF OPERATION , TYPE OF USES , NUMBER OF EMPLOYEES , ETC . E . GENERAL : ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING , BUT NOT REQUESTED ( ESTIMATED ) ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING , BUT NOT REQUESTED (ESTIMATED ) HIGH STRENGTH WASTE - YES* NO * IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION B O D ( BIOCHEMICAL OXYGEN DEMAND ) S S (SUSPENDED SOLIDS ) PHOSPHORUS PAGE 2 F. OTHER REQUIREMENTS : I . WILL THE DEVELOPMENT UTILIZE THE FOLLOWING ? RETROFIT EXISTING PLUMBING FIXTURES WITH WATER SAVING DEVICES YES NO IRRIGATION REUSE SYSTEMS YES NO IF YES, PLEASE ATTACH A STATEMENT CERTIFIED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO INCLUDE SUPPORTING THE DOCUMENTED HISTORICAL DATA, PLEASE NOTE: MANUFACTURERS LITERATURE /S NOT ADEQUATE. 2. ZONING EXISTING ZONING ON PROPERTY TO BE DEVELOPED IS EXISTING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT? YES NO 3 . PLATTING IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED DEVELOPMENT? YES NO IF YES , PLEASE INDICATE THE PLAT BOOK AND PAGE NUMBER PLAT BOOK PAGE 4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS A WATER OR SEWER EXTENSION REQUIRED ? YES NO IF YES , THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE ISSUANCE OF A COUNTY PERMIT 5 . SITE PLAN YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF-SITE SANITARY SEWER AND/OR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF CONNECTION (S) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE WATER SYSTEM . 6. ITEMS SUBMITTED WITH CHECK LIST ❑ PROPERTY APPRAISERS MAP/EQUIVALENT ( FOR LOCATION ) ❑ SITE PLAN ( REQUIRED ) ❑ BUILDING PLANS ❑ FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPECIFICATIONS PAGE 3 7 . SEE ATTACHED PROJECT CHECKLIST OF ITEMS REQUIRED FOR FINAL PROJECT C . O.. SIGNED DATE TYPE OR PRINT APPLICANT: NAME AND TITLE PAGE 4 INDUSTRIAL WASTE PERMIT APPLICATION FORM Note : Please read all attached instructions prior to completing this application . Section A — GENERAL INFORMATION 1 . Facility Name : a . Operator Name : b . Is the Operator identified in 1 . a . the owner of the facility? Yes ( ) No ( ) If no , provide the name and address of the operator and submit a copy of the contract and/or other documents indicating the operator's scope of responsibility for the facility. 2 . Facility Address : Street: City: State : Zip : 3 , Business Mailing Address : Street or P . O . Box: City: State : _ Zip : 4 . Designated signatory authority of the facility: Attach similar information for each authorized representative Name : Title : Address : City: State Zip : PhnnP#m Section B — Business Activity 1 . If your facility employs or will be employing processes in any of the industrial categories or business activities listed below (regardless of whether they generate wastewater, waste sludge , or hazardous wastes ) , place a check beside the category of business activity (check all that apply) . Industrial Categories* ( ) Aluminum Forming ( ) Asbestos Manufacturing ( ) Battery Manufacturing ( ) Can Making ( ) Carbon Black ( ) Coal Mining ( ) Coil Coating ( ) Copper Forming ( ) Electric and Electronic Components Manufacturing ( ) Electroplating ( ) Feedlots ( ) Fertilizer Manufacturing ( ) Foundries ( Metal Molding and Casting ) ( ) Glass Manufacturing ( ) Grain Mills ( ) Inorganic Chemicals ( ) Iron and Steel ( ) Leather Tanning and Finishing ( ) Metal Finishing ( ) Nonferrous Metals Forming ( ) Nonferrous Metals Manufacturing ( ) Organic Chemicals Manufacturing ( ) Paint and Ink Formulating ( ) Paving and Roofing Manufacturing ( ) Pesticides Manufacturing ( ) Petroleum Refining ( ) Pharmaceutical ( ) Plastic and Synthetic Materials Manufacturing ( ) Plastics Processing Manufacturing ( ) Porcelain Enamel ( ) Pulp , Paper, and Fiberboard Manufacturing ( ) Rubber 1 Span anri DPteraent Mantifacturina A facility with processes inclusive in these business areas may be covered by Environmental Protection Agency's ( EPA) categorical pretreatment standards . These facilities are termed "categorical users . " 2 . Give a brief description of all operations at this facility including primary products or services (attach additional sheets if necessary) : 3 : Indicate applicable Standard Industrial Classification ( SIC) for all processes ( If more then one applies , list in descending order of importance . ) : a , b , ce d . e . 4 . PRODUCT VOLUME : PAST CALENDAR YEAR ESTIMATE THIS CALENDAR YEAR PRODUCT Amounts per day Amounts per day ( Brandname ) ( Daily Units) ( Daily Units ) Levels with others and no u . 1 Average Maximum Average Maximum SECTION C — WATER SUPPLY 1 . Water Sources : (Check as many as are applicable) ( ) Private Well ( , ) Surface Water ( ) Municipal Water Utility (Specify City) : ( ) Other (Specify) 2 . Name on the water bill : Name : Street: City: State : Zip : 3 . Water service account number: 4 . List average water usage on premises : ( New facilities may estimate ) Type Average Water Indicate Estimated (E ) Usage (GPD ) or Measured ( M ) a . Contact cooling water b . Non-contact cooling water c. Boiler feed d . Process e . Sanitary f. Air pollution control g . Contained in product h . Plant & equipment washdown I . Irrigation & lawn watering j . Other SECTION D — SEWER INFORMATION 1 . a . For an existing business : Is the building presently connected to the public sanitary sewer system ? ( ) Yes : Sanitary sewer account number ( ) No : Have you applied for a sanitary sewer hookup? ( ) Yes ( ) No b . For a new business : I . Will you be occupying an existing vacant building (such as in an industrial park ) ? ( ) Yes ( ) No II . Have you applied for a building permit if a new facility will be constructed ? ( ) Yes ( ) No III . Will you be connected to the public sanitary sewer system? ( ) Yes ( ) No 2 . List size , descriptive location , and flow of each facility sewer which connects to the County's sewer system . ( If more than three , attach additional information on another sheet. ) Descriptive Location of Sewer Average Flow Sewer Size Connection or Discharge Point (GPD ) SECTION E — WASTEWATER DISCHARGE INFORMATION 1 . Does (or will ) this facility discharge any wastewater other than from restrooms to the County sewer? ( ) Yes If the answer to this question is "yes" , complete the remainder of . the application . ( ) No If the answer to this question is " no" , skip to Section I . 2 . Provide the following information on wastewater flow rate . ( New facilities may estimate) a . Hours/Day Discharged (e . g . , 8 hours/day) : M T W TH F SAT SUN b . Hours of Discharge (e . g . , 9 a . m . to 5 p . m . ) M T W TH F SAT SUN C, Peak hourly flow rate ( GPD ) d . Maximum daily average (GPD ) e . Annual daily average (GPD ) 3 . If batch discharge occurs or will occur, indicate : ( New facilities may estimate ) a . Number of batch discharges per day b . Average discharge per batch (GPD ) C, Time of batch discharges at (days of week) ( hours of day) d . Flow rate gallons/minute e . Percent of total discharge 4 . Schematic Flow Diagram — For each major activity in which wastewater is or will be generated , draw a diagram of the flow of materials , products , water and wastewater from the start of the activity to its completion , showing all unit processes . Indicate which processes use water and which generate waste streams . Include the average daily volume and maximum daily volume of each waste stream (new facilities may estimate ) . If estimates are used for flow data this must be indicated . Number each unit process having wastewater discharges to the community sewer. Use these numbers when showing the unit processes in the building layout in Section H . This drawing must be certified by a State Registered Professional Engineer. Facilities that checked activities in question 1 of Section B are considered Categorical Industrial Users and should skip to question 6 . 5 , For Non =Categorical Users Only: List average wastewater discharge , maximum discharge , and type of discharge ( batch , continuous , or both ) , for each plant process . Include the reference number from the process schematic that corresponds to each process . ( New facilities should provide estimates for each discharge) . Process Average Maximum Type of Discharge No . Description Flow ( GPD ) Flow ( GPD ) Batch , Continuous , None ANSWER QUESTIONS 6 & 7 ONLY IF YOU ARE SUBJECT -TO CATEGORICAL PRETREATMENT STANDARDS 6 . For Categorical Users : Provide the wastewater discharge flows for each of your processes or proposed processes . Include the Reference number from the process schematic that corresponds to each process . ( New facilities should provide estimates for Each discharge) . Regulated Average Maximum Type of Discharge No . Description Flow (GPD ) Flow ( GPD ) Batch , Continuous , None Unregulated Average Maximum Type of Discharge No . Description Flow ( GPD ) Flow ( GPD ) Batch , Continuous , None Average Maximum Type of Discharge No , Dilution Flow ( GPD ) Flow ( GPD ) Batch , Continuous , None 7 . For Categorical Users Subject to Total Toxic Organic (TTO ) Requirements : Provide the following (TTO ) information . a . Does (or will ) this facility use any of the toxic organics that are listed under the TTO standard of the applicable categorical pretreatment standards published by EPA? ( ) Yes ( ) No b . Has a baseline monitoring report ( BMR) been submitted which contains TTO information ? ( ) Yes ( ) No C, Has a toxic organics management plan (TOMP ) been developed ? ( ) Yes ( Please attach a copy) ( ) No 8 . Do you have , or plan to have , automatic sampling equipment or continuous wastewater flow metering equipment at this facility? Current: Flow metering ( ) Yes ( ) No ( ) N/A Sampling Equipment ( ) Yes ( ) No ( ) N/A Planned : Flow metering ( ) Yes ( ) No ( ) N/A Sampling Equipment ( ) Yes ( ) No ( ) N/A If so , please indicate the present or future location of this equipment on the sewer schematic and describe the equipment below: 9 . Are any process changes or expansions planned during the next three years that could alter wastPwatPr volumes or rharac:tPristics ? CnnsidPr nroressPs as well as air or water 10 . Briefly -describe these changes and their effects on the wastewater volume and characteristics : (Attach additional sheets if needed ) . 11 . Are any materials or water reclamation systems in use or planned ? ( ) Yes ( ) No , (Skip question 12 ) 12 . Briefly describe recovery processes , substances recovered , percent recovered , and the concentration in the spent solution . Submit a flow diagram for each process ) : (Attach additional sheets if needed ) . SECTION F — CHARACTERISTICS OF DISCHARGE All . current industrial users are required to submit monitoring data on all pollutants that are regulated specific to each process . Use the tables provided in this section to report the analytical results . DO NOT LEAVE BLANKS . For all other ( non-regulated ) pollutants , indicate whether the pollutant is known to be present ( P ) , suspected to be present ( S ) , or know not to be present (0 ) , by placing the appropriate letter in the column for average reported values . Indicate on either the top of each table , or on a separate sheet, if necessary, the sample location and type of analysis used . Be sure methods conform to 40 CFR Part 136 ; if they do not, indicate what method was used . New discharges should use the table to indicate what pollutants will be present or are suspected to be present in proposed waste streams by placing a P (expected to be present) , S ( may be present) , or O (will not be present) under the average reported values . Detection Number Pollutant Level Maximum Daily Value Average of Analyses of Units Used Analyses Cone . Mass Cone. Mass Cone. Mass Acenaphthene Acrolein --- Acrylonitrile -- Benzene Benzidine Carbon tetrachloride _ Chlorobenzene �- 1 ,2,4 - Trichlorobenzene �— Hexachlorobenzene _ --�-- 1 ,2 — Dichloroethane ---- 1 , 1 , 1 — Trichloroethane Hexachloroethane _ 1 , 1 — Dichloroethane ---- 1 , 1 ,2 — Trichloroethane -- ---- 1 , 1 ,2 ,2 — Tetrachloroethane ---- Chloroethane -- Bis (2-chloroethyl) ether _ 17 Bis (chloro methyl) ether _ 2 — Chloroethyl vinyl ether _ 2 — Chloronaphthalene 2 ,4 ,6 — Trichlorophenol — -- Parachlorometa cresol --- Chloroform -- --- --.-- 2 — Chlorophenol 1 ,2 — Dichlorobenzene 1 ,3 — Dichlorobenzene 1 ,4 — Dichlorobenzene — —' 3 ,3 — Dichlorobenzidine 131 — Dichloroethylene 1 ,2 — Trans-dichloroethylene -- 2,4 — Dichloropheno 112 — Dichloropropane 1 ,2 — Dichloropropylene 1 , 3 — Dichloropropylene 11 Detection Number Pollutant Level Maximum Daily Value Average of Analyses of Units Used Analyses Conc. Mass Conc. Mass Conc. Mass 2 ,4 — Dimethylphenol 2,4 — Dinitrotoluene 2,6 — Dinitrotoluene 122 — Diphenylhydrazine Ethylbenzene Fluoranthene 4 — Chlorophenyl phenyl ether 4 — Bromophenyl phenyl ether Bis (2-chlorisopropyl) ether Bis (2-chloroethoxy) methane Methylene chloride Methyl chloride Methyl bromide Bromoform Dichlorobromomethane Chlorodibromomethane Hexachlorobutadiene Hexachlorocyclopentadiene Isophorone Naphthalene Nitrobenzene Nitrophenol 2 — Nitrophenol 4 — Nitrophenol 2,4 — Dinitrophenol 4,6 — Dinitro-o-cresol N-nitrosodimethylamine N-nitrosodiphenylamine N-nitrosodi-n-propylamine Pentachlorophenol Phenol Bis (2-ethylhexyl) phthalate Butyl benzyl phthalate Di-n-butyl phthalate 12 Detection Number Pollutant Level Maximum Daily Value Average of Analyses of Units Used Analyses Conc. Mass Conc. Mass Conc. Mass Di-n-octyl phthalate Diethyl phthalate Dimethyl phthalate _ Benzo (a) anthracene Benzo (a) pyrene _ 314 – benzofluoranthene _ Benzo (k) fluoranthane Clnysene Acenaphthylene Anthracene -- Benzo (ghi) perylene _ Fluorene Phenanthrene _ Dibenzo (a,h) anthracene Indeno ( 1 ,2, 3 -cd) pyrene -- Pyrene -- Tetrachloroethylene Toulene — ---- Trichloroethylene -- Vinyl chloride ----- Aldrin Dieldrin ---- Chlordane 4,4 ' – DDT 4,4 ' – DDE 4,4 ' – DDD A pha-endosulfan Beta-endosulfan Endosulfan sulfate — -- Endrin —�--- Endrin aldehyde -- Heptachlor — --- Heptachlor epoxide 13 Pollutant Level Maximum Daily Value Average of Analyses of Used Analyses Cone. Mass Cone. Mass Cone. Mass Alpha — BHC Beta — BHC Gamma — BHC Delta — BHC PCB — 1242 PCB — 1254 PCB — 1221 PCB — 1232 PCB — 1248 PCB — 1260 PCB — 1016 Toxaphene (TCDD) Asbestos Acidity Alkalinity Bacteria BODS COD Chloride Chlorine Flouride Hardness Magnesium NH3 — N Oil and Grease TSS TOC Kjeldahl N Nitrate N Nitrite N Organic N Orthophosphate P Phosphorous 14 Detection Number Pollutant Level Maximum Daily Value Average of Analyses of Units Used Analyses Conc. Mass Conc. Mass Conc. Mass Sodium Specific Conductivity Sulfate (SO4) Sulfide (S) Sulfite (SOO Antimony ---- Arsenic Barium Beryllium Cadmium _ Chromium ---- Copper --- --' Cyanide Lead -- -- -- Mercury -- Nickel Selenium --.-- Silver — Thallium Zinc 15 SECTION G - TREATMENT 1 . Is . any form of wastewater treatment (see list below) practiced at this facility? ( ) Yes ( ) No 2 . Is any form of wastewater treatment (or changes to an existing wastewater treatment ) planned for this facility within the next three years? ( ) Yes , describe : ( ) No 3 . Treatment devices or processes used or proposed for treating wastewater or sludge (check as many as appropriate) . ( ) Air flotation ( ) Centrifuge ( ) Chemical precipitation ( ) Chlorination ( ) Cyclone ( ) Filtration ( ) Flow equalization ( ) Grease or oil separation , type : ( ) Grease trap ( ) Grinding filter ( } Grit removal ( ) Ion exchange ( ) Neutralization , pH correction ( ) Ozonation ( ) Reverse Osmosis ( ) Screen ( ) Sedimentation ( ) Septic tank ( ) Solvent separation ( ) Spill protection ( } Sump ( ) Biological treatment, type : ( ) Rainwater diversion or storage ( ) Other chemical treatment, type : ( ) Other physical treatment, type : ( ) Other, type : 16 4 . Description Describe the pollutant loadings , flow rates , design capacity physical size , and operating procedures of each treatment facility checked above . 5 . Attach a process flow diagram for each existing treatment system . Include process equipment, by-products, by-product disposal method , waste and by- product volumes , and design and operating conditions . 6 . Describe any changes in treatment or disposal methods planned or under construction for the wastewater discharge to the sanitary sewer. Please Include estimated completion dates . 7 . Do you have a treatment operator? ( ) Yes ( ) No (if Yes) Name : Title : Phone : Full time : (specify hours) Part time : (specify hours) 8 . Do you have a manual on the correct operation of your treatment equipment? ( ) Yes ( ) No 9 . Do you have a written maintenance schedule for your treatment equipment? ( ) Yes ( ) No 17 SECTION H — FACILITY OPEATIONAL CHARACTERISTICS 1 . Shift Information Work Days ( ) ( ) ( ) ( ) ( ) ( ) ( ) MON TUE WED THUR FRI SAT SUN Shifts per work day: Empl 's per 1sT shift: 2ND Shift 1 sT start and 2nd end times : 3RD 2 . Indicate whether the business activity is : ( ) Continuous through the year, or ( ) Seasonal - Circle the months of the year during which the business activity occurs : J F M A M J J A S O N D COMMENTS : 3 . Indicate whether the facility discharge is : ( ) Continuous through the year, or Seasonal — Circle the months of the year during which the business activity occurs : J F M A M J J A S O N D COMMENTS : 18 4 . Does operation shut down for vacation , maintenance , or other reasons? ( ) Yes, indicate reasons and period when shutdown occurs : ( ) No 5 . List types and amounts (mass or volume per day) of raw materials used or planned for use (attach list if needed) : 6 . List types and quantity of chemicals used or planned for use (attach list if needed) . Include copies of Manufacturer' s Safety Data Sheets (if available) for all chemicals identified : Chemical Quantity 19 7 . Building Layout — Draw to scale the location of each building on the premises . Show map orientation and location of all water meters , storm drains, numbered unit processes (from schematic flow diagram) , public sewers , and each facility sewer line connected to the public sewers . Number each sewer and show existing and proposed sampling locations . This drawing must be certified by a State Registered Professional Engineer. A blueprint or drawing of the facilities showing the above items may be attached in lieu of submitting a drawing on this sheet. 20 SECTION I — SPILL PREVENTION 1 . Do you have chemical storage containers , bins , or ponds at your facility? ( ) Yes ( ) No If yes , please give a description of their location , contents , size, type , and frequency and method of cleaning . Also , indicate in a diagram or comment on the proximity of these containers to a sewer or storm drain . Indicate if buried metal containers have cathodic protection . 2 . Do you have floor drains in your manufacturing or chemical storage area (s) ? ( ) Yes ( ) No If yes ; where do they discharge to? 3 . If you have chemical storage containers, bins , or ponds in manufacturing area , could an accidental spill lead to a discharge to: (Check all that apply) . ( ) an onsite disposal system ( ) public sanitary sewer system (e. g . through a floor drain) ( ) storm drain ( ) to ground ( ) other, specify ( ) not applicable, no possible discharge to any of the above routes 4 . Do you have an accidental spill prevention plan (ASPP) to prevent spills of chemicals or slug discharges from entering the Control Authority 's collection system ? ( ) Yes — (Please enclose a copy with the application) ( ) No ( ) N/A, Not applicable since there are no floor drains and//or the facility discharage(s) only domestic wastes . 5. Please describe below any previous spill events and remedial measures taken to prevent their reoccurrence . 21 SECTION J — NON DISCHARGED WASTES 1 . Are any waste liquids or sludges generated and not disposed of in the sanitary sewer system ? " ( ) Yes , please describe below ( ) No , skip the remainder of Section J . Waste Generated Quantity (per Year) Disposal Method 2 . Indicate which wastes identified above are disposed of at an off-site Treatment facility and which are disposed of on-site . 3 . If any of your wastes are sent to an off-site centralized waste treatment facility , identify the waste and the facility. 4 . If an outside firm removes any of the above checked wastes , state the name(s) and address(es) of all waste haulers . a . b . Permit No . Permit No . (if applicable) : (if applicable) : 5. Have you been issued any Federal , State, or local environmental permits? ( ) Yes ( ) No If yes , please list the permit(s) : 22 SECTION K — AUTHORIZED SIGNATURES Compliance Certification : 1 . Are all applicable Federal , State or local pretreatment standards and requirements being met on a consistent basis? Yes ( ) No ( ) Not yet discharging ( ) 2 . If No : a . What additional operations and maintenance procedures are being considered to bring the facility into compliance? Also , list additional treatment technology or practice being considered in order to bring the facility into compliance. b. Provide a schedule for bringing the facility into compliance . Specify major events planned along with reasonable completion dates . Note that if the Control Authority issues a permit to the applicant, it may establish a schedule for compliance different from the one submitted by the facility. Milestone Activit Completion Date 23 Authorized Representative Statement: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted . Based on my inquiry of the person or persons who manage the system , or those persons directly responsible for gathering the information , the information submitted is , to the best of my knowledge and belief, true , accurate , and complete. I am aware that there are significant penalties for submitting false information , including the possibility of fine and imprisonment for knowing violations . Name(s) Title Signature Date Phone 24 INSTRUCTIONS TO FILL OUT WASTEWATER DISCHARGE PERMIT APPLICATION All questions must be answered . DO NOT LEAVE BLANKS . If you answer " no " to question E . 1 , you may skip to Section 1 , otherwise , if a question is not applicable , indicate so on the form , instructions to some questions on the permit application are given below. SECTION A — INSTRUCTIONS (GENERAL INFORMATION) 1 . Enter the facility ' s official or legal name. Do not use a colloquial name. a . Operator Name: Give the name , as it is legally referred to , of the person , firm , pubic organization , or any entity, which operates the facility described in this application . This may or may not be the same name as the facility. b . Indicate whether the entity which operates the facility also owns it by marking the appropriate box: (i) If the response is " No " , clearly indicate the operator' s name and address and submit a copy of the contract and/or other documents indicating the operator's scope of responsibility for the facility. 2 . Provide the physical location of the facility that is applying for a discharge permit. 3 . Provide the mailing address where correspondence from the Control Authority may be sent. 4 . Provide all the names of the authorized signatories for this facility for the purposes of signing all reports . The designated signatory is defined as : a . A responsible corporate officer, if the Industrial User submitting the reports is a corporation . For the purpose of this paragraph , a responsible corporate officer means : (i) a president, secretary , treasurer, or vice president of the corporation in charge of a principle business function, or any other person who performs similar policy — or decision-making functions for the corporation , or (ii) the manager of one or more manufacturing , production , or operation facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second-quarter 1980 dollars) , if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures . 25 b. A general partner or proprietor, if the Industrial User submitting the reports is a partnership or sole proprietorship respectively. C. The principal executive officer or director having responsibility for the overall operation of the discharging facility if the Industrial User submitting the reports is . a . Federal , State , or local governmental entity, or their agents. d . A duly authorized representative of the individual designated in paragraph (a) , (b) , or (c) of this section if: (i) the authorization is made in writing by the individual described in paragraph (a) , (b) , or (c) ; (ii) the authorization specifies either an individual or a position having responsibility for the overall operation of the facility from which the Industrial Discharge originates , such as the position of plant manager, operator of a well , or well field superintendent, or a position of equivalent responsibility, or having overall responsibility for environmental matters for the company; and (iii) the written authorization is submitted to the County. e . If an authorization under paragraph (d) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, or overall responsibility for environmental matters for the company, a new authorization satisfying the requirements of paragraph (d) of this section must be submitted to the County prior . to or together with any reports to be signed by an authorized representative . 5 . Provide the name of a person who is thoroughly familiar with the facts reported on this form and who can be contacted by the Control Authority (e. g . , the plant manager) . 26 SECTION B — INSTRUCTIONS (BUSINESS OPERATIONS) 1 . Check off all operations that occur or will occur at your facility. if you have any questions regarding how to categorize your business activity, contact the Control Authority for technical guidance . 2 . For all . processes found on the premises , indicate the Standard Industrial Classification (SIC) Code Number, as found in the most recent Edition of Standard Industrial Classification manual prepared by the Executive Office of the President, Office of Management and Budget. This document is available from the Government Printing Office in Washington D . C . , or in San Francisco, California . DO NOT USE PREVIOUS EDITIONS OF THE MANUAL. Copies of the manual are also available at most public libraries . 3 . List the types of products , giving the common or brand name and the proper or scientific name. Enter from your records the average and maximum amounts produced daily for each operation for the previous calendar year, and the estimated total daily production for this calendar year. Be sure to specify the daily units of production . Attach additional pages as necessary. SECTION C — INSTRUCTIONS (WATER SUPPLY) 4 . Provide daily average water usage within the facility . Contact cooling water is cooling water that during the process comes into contact with process materials , thereby becoming contaminated . Non-contact cooling water does not come into contact with process materials . Sanitary water includes only water used in restrooms . Plant and equipment wash down includes floor wash down . If sanitary flow is not metered, provide an estimate based on 15 gallons per day (gpd) for each employee . SECTION D — INSTRUCTIONS (WASTEWATER DISCHARGE INFORMATION) 5 . If you answer " no " to this question , skip to Section I ; otherwise complete the remainder of the application . 6 . A schematic flow diagram is required to be completed and certified for accuracy by a State registered professional engineer. Assign a sequential reference number to each process starting with No . 1 . An example of a drawing is shown below in Figure 1 . To determine your average daily volume and maximum daily volume of wastewater flow, you may have to read water meters , sewer meters , or make estimates of volumes that are not directly measurable . 27 FIGURE 1 - SCHEMATIC FLOW DIAGRAM 28 7 . Non-categorical users should report average daily and maximum daily wastewater flows from each process, operation , or activity present at the facility . Categorical users should skip to questions 6 . 8 . Categorical users should report average daily and maximum daily wastewater flows from every regulated , unregulated , and dilution process . A regulated wastewater is defined as wastewater from an Industrial process that is regulated for a particular pollutant by a categorical pretreatment standard . Unregulated waste streams are waste streams from an industrial process that are not regulated by a categorical pretreatment standard and are not defined as a dilution waste stream . Dilution waste streams include sanitary wastewater, boiler blow-down , non-contact cooling water or blow-down , storm water streams, demineralizer backwash streams and process waste streams from certain industrial subcategories exempted by EPA from categorical pretreatment standards . ( For further details see 40 CFR 403 . 6 (e) . 9 . Total toxic Organics (TTO) means the sum of the masses or concentrations of specific toxic organic compounds found in the industrial user's process discharge. The individual organic compounds that make up the TTO value and the minimum reportable quantities differ according to the particular industrial category (see applicable categorical pretreatment standards, 40 CFR Parts 405471 ). SECTION H — INSTRUCTIONS (FACILITY OPERATIONAL CHARACTERISTICS) 1 . Indicate whether the business activity is continuous throughout the year or if it is seasonal . If the activity is seasonal , circle the months of the year during which the discharge occurs . Make any comments you feel are required to describe the variation in operation of your business activity. 2 . Indicate any shut down in operation , which may occur during the year and indicate the reasons for shutdown . 3 . Provide a listing of all primary raw materials used (or planned) in the facility ' s operations . Indicate amount of raw material used in daily units . 4. Provide a listing of all chemicals used (or planned) in the facility ' s operations. Indicate the amount of used or planned in daily units . Avoid the use of trade names of chemicals . If trade names are used , also provide chemical compounds . Provide copies of all available manufacturer' s safety data sheets for all chemicals identified . 29 5 . A building layout or plant site plan of the premises is required to be completed and certified for accuracy by a State registered professional engineer. Approved building plans may be substituted . An arrow showing North as well as the map scale must be shown . . The location of each existing and proposed sampling location and facility sewer line must be clearly identified as well as all sanitary and wastewater drainage plumbing . Number each unit process discharging wastewater to the public sewer. Use the same numbering system shown in Figure 1 , the schematic flow diagram . FIGURE 2 — BUILDING LAYOUT 30 SECTION I — INSTRUCTIONS (SPILL PREVENTION) 6 . Describe how the spill occurred, what was spilled , when the spill happened , where it occurred, how much was spilled, and whether or not the spill reached the sewer. Also explain what measures have been taken to prevent a reoccurrence or what measures have been taken to limit damage if another spill occurs . SECTION J — INSTRUCTIONS (NON-DISCHARGED WASTES) 1 . For wastes not discharged to the Control Authority' s sewer, indicate types of waste generated, amount generated, the way in which the waste is disposed (e . g, incinerated, hauled, etc. ) , and the location of disposal . 2 . On-site disposal system could be a septic system , lagoon , holding pond (evaporative type) , etc. 3. Types of permits could be: air, hazardous waste , underground injection , solid waste , NPDES (for discharges to surface water) , etc. SECTION K — INSTRUCTIONS (AUTHORIZED SIGNATURES) See instructions for question 4 in Section A, for a definition of an authorized representative . 31