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J:\Washington Township Municipal Authority (1798)\4000 - Sewer
System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS
Pumping Station
Design\CADD\Drawings\General\89-10798-G001.dwg
Mike Wiestling8 January 2016 - 9:41 AM
89-10798-G001
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
NOT TO SCALE
VICINITY MAP SITE ADDRESS
15205 BUCHANAN TRAIL EAST BLUE RIDGE SUMMIT, WASHINGTON TOWNSHIP, FRANKLIN CO., PA 17214
PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
PENNSYLVANIA ONE CALL SYSTEM, INC. 1-800-242-1776 OR 811
POCS SERIAL NUMBER - 20153561284
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE PENNSYLVANIA GENERAL ASSEMBLY UNDERGROUND UTILITY LINE PROTECTION ACT, PA ACT 287 OF 1974, AS AMENDED BY ACT 121 OF 2008, 73 P.S. 176 ET SEQ., FOR NOTIFICATION OF UTILITIES BEFORE EXCAVATION IN THE CONTRACT AREA. THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.
WEST PENN POWER C/O USIC 9045 NORTH RIVER ROAD STE 300 INDIANAPOLIS, IN 46240 CONTACT: USIC LOCATING SERVICE PERSONNEL
VERIZON BUSINESS FORMERLY MCI 2400 N GLENVILLE RICHARDSON, TX 75082 CONTACT: DEAN BOYERS EMAIL: [email protected]
WASHINGTON TOWNSHIP MUNICIPAL AUTHORITY 11102 BUCHANAN TRAIL EAST WAYNESBORO, PA 17268 CONTACT: MANAGER EMAIL: [email protected]
COMCAST CABLE COMMUNICATIONS INC C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT: USIC OFFICE PERSONNEL
CENTURYLINK FORMERLY EMBARQ 122 BALTIMORE STREET HANOVER, PA 17331 CONTACT: LEO HILBERT EMAIL: [email protected]
WASHINGTON TOWNSHIP FRANKLIN CO 13013 WELTY RD WAYNESBORO, PA 17268 CONTACT: MICHAEL CHRISTOPHER EMAIL: [email protected]
WAYNESBORO BOROUGH / WAYNESBORO BOROUGH AUTHORITY 57 E MAIN ST PO BOX 310 WAYNESBORO, PA 17268 CONTACT: KEVIN GRUBBS EMAIL: [email protected]
INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:
UNDERGROUND UTILITIES ACT:
14
0
1798.4005
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\General\89-10798-G002.dwgMike Wiestling8 January 2016 - 9:41 AM
89-10798-G002
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
5 ES003 EROSION AND SEDIMENTATION CONTROL SITE PLAN
6 C001 EXISTING SITE DEMOLITION PLAN
7 C002 SITE PLAN
8 C003 CIVIL DETAILS
9 C004 CIVIL DETAILS
13 E001 ELECTRICAL SITE PLAN AND SINGLE LINE DIAGRAM
14 E002 ELECTRICAL DETAILS AND INTERCONNECTION DIAGRAM
DOUBLE LINE SINGLE LINE
REDUCER
NEW GRAPHICS; EQUIPMENT, STRUCTURES, ETC., ARE SHOWN AS BOLD LINEWORK AND IN THIS TEXT FORMAT.
A S001
SECTION LETTER DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN ON DIFFERENT SHEET)
A S001
DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN
ON DIFFERENT SHEET)
ON DIFFERENT SHEET)
DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN
ON DIFFERENT SHEET)
TYPICAL DETAIL MARKS
ULTRASONIC LEVEL SENSOR
UNION
GENERAL NOTES (APPLY TO ALL DRAWINGS): 1. EXISTING FACILITIES AND PIPING SHOWN LIGHT. NEW FACILITIES AND PIPING SHOWN DARK.
2. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING PIPING ELEVATIONS, LOCATIONS, SIZE AND TYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS, AS REQUIRED, PRIOR TO ORDERING NEW EQUIPMENT.
3. ALL CONTRACTORS ARE TO FOLLOW APPROPRIATE BEST MANAGEMENT PRACTICES AS OUTLINED ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
4. CONTRACTOR SHALL COORDINATE ALL PIPING AND OTHER CONNECTIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS.
5. TOPOGRAPHY IS BASED ON SUBDIVISION DRAWING PROVIDED BY R. LEE ROYER & ASSOCIATES, 10764 BUCHANAN TRAIL EAST, WAYNESBORO, PA 17268 (717) 762-5619.
6. CONTOURS ARE BY AERIAL PHOTOGRAMMETRIC METHODS.
7. BENCHMARK: EXISTING MANHOLE RIM ELEVATION 1277.64.
ADD'L ADDITIONAL AFF ABOVE FINISHED FLOOR ADJ ADJUSTABLE AGGR AGGREGATE ALLOW ALLOWANCE ALT ALTERNATE ALUM ALUMINUM ARCH ARCHITECT OR ARCHITECTURAL ASSY ASSEMBLY APPROX APPROXIMATE
BLDG BUILDING BLK BLOCK BOT or B BOTTOM
CF CUBIC FEET CFM CUBIC FEET PER MINUTE CI CAST IRON CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CO CLEANOUT CONN CONNECTION CY CUBIC YARD CL CLEAR
CENTER LINE CONC CONCRETE CONT CONTINUOUS CPVC CHLORINATED POLYVINYL CHLORIDE CL JT CONTROL JOINT
DL DEAD LOAD DIAMETER
DIP DUCTILE IRON PIPE DWL DOWEL
EF EACH FACE EA EACH EL or ELEV ELEVATION ELEC ELECTRIC EQ EQUAL EX, EXIST EXISTING EXT EXTERIOR
FF FAR FACE/ FINISHED FLOOR FM FORCE MAIN FLR FLOOR FT FEET FTG FOOTING
G NATURAL GAS GPM GALLONS PER MINUTE GA GAUGE GAL GALLON GALV GALVANIZED
HDPE HIGH-DENSITY POLYURETHYLENE HWL HIGH WATER LEVEL HP HORSEPOWER
ID INSIDE DIAMETER IF INSIDE FACE INV INVERT I/O INPUT / OUTPUT
LF LINEAR FEET LL LIVE LOAD LWL LOW WATER LEVEL
M MOTOR MGD MILLION GALLONS PER DAY MH MANHOLE MJ MECHANICAL JOINT MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS
NPT NATIONAL PIPE THREAD NTS NOT TO SCALE
OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING
PRV PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLY / PE POLYETHYLENE
PLATE, PROPERTY LINE
R RADIUS REINF REINFORCING REQD REQUIRED
SF SQUARE FOOT SS STAINLESS STEEL SCH SCHEDULE SPEC SPECIFICATION SQ SQUARE STL STEEL STD STANDARD SYM SYMBOL
TEL TELEPHONE TEMP TEMPERATURE TYP TYPICAL
UV ULTRAVIOLET
W WATER WL WATER LEVEL W/O WITHOUT WWF WELDED WIRE FABRIC
ABBREVIATIONS:
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\E&S\89-10798-ES001.dwgMike Wiestling8 January 2016 - 9:42 AM
89-10798-ES001
AJSEDC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
SOIL DESCRIPTION
THE FOLLOWING INFORMATION IS FROM THE SOIL SURVEY OF FRANKLIN COUNTY AND FROM THE USDA NRCS WEBSOIL SURVEY AND ARE SHOWN ON DRAWING KP-1. SOILS WITHIN THE PROJECT AREA ARE CLASSIFIED AS FOLLOWS:
SOIL LIMITATION RESOLUTIONS: DEPTH TO SATURATED ZONE LIMITATIONS WILL BE ADDRESSED BY USE OF A PUMPED WATER FILTER BAG IF NECESSARY. DEPTH TO HARD BEDROCK LIMITATIONS WILL BE ADDRESSED BY USING A ROCK BREAKER OR BLASTING IF NECESSARY DURING THE TRENCHING PROCESS. SLOPE AND EROSION LIMITATIONS WILL BE ADDRESSED BY LIMITING THE AMOUNT OF THE SOIL THAT IS EXPOSED. AN EROSION CONTROL BLANKET WILL BE USED ON ALL SLOPES 3:1 OR GREATER. SLOPE LIMITATIONS WILL ALSO BE ADDRESSED BY REQUIRING THAT DAILY TRENCH EXCAVATION BE LIMITED TO THE LENGTH OF PIPE PLACEMENT AND BACKFILLING THAT CAN BE COMPLETED IN THE SAME DAY. ANY AND ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED USING TEMPORARY SEEDING. CONTRACTOR IS REQUIRED BY LAW TO FOLLOW OSHA REQUIREMENTS; THIS WILL ADDRESS ANY LIMITATIONS ASSOCIATED WITH CUTBANKS CAVING. LARGE STONES CONTENT LIMITATIONS FOR LANDSCAPING WILL BE ADDRESSED BY REQUIRING THAT A MINIMUM OF 6 INCHES OF TOPSOIL BE PLACED BEFORE PERMANENT SEEDING IS APPLIED. LIME WILL BE APPLIED IF NECESSARY TO ADDRESS PH LIMITATIONS. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.
MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROLS:
1. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN ALL THE BMPS. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS TO THOSE INSTALLED WILL BE REQUIRED.
2. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION WILL BE RETURNED TO UPLAND AREAS ON SITE AND INCORPORATED INTO THE SITE GRADING.
3. A LOG SHOWING THE DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THAT THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO THE FRANKLIN COUNTY CONSERVATION DISTRICT OR OTHER REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.
STAGING OF CONSTRUCTION ACTIVITIES:
ALL EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZE OR UNTIL THAT ARE REPLACED BY ANOTHER BMP APPROVED BY THE FRANKLIN COUNTY CONSERVATION DISTRICT.
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ANY DEVIATION FROM THE FOLLOWING SEQUENCE MUST BE APPROVED IN WRITING FROM THE FRANKLIN COUNTY CONSERVATION DISTRICT.
STABILIZATION SPECIFICATIONS:
1. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.
2. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70%%% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.
3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE SURROUNDED BY FILTER FABRIC FENCE OR COMPOST FILTER SOCK. TOPSOIL STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SIDE SLOPES MUST BE 2H:1V OR FLATTER.
4. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.
5. TOPSOIL SHOULD NOT BE PLACED WHILE THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED SOILS SHOULD BE SCARIFIED 6 TO 12 INCHES ALONG CONTOUR WHENEVER POSSIBLE PRIOR TO SEEDING.
6. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.
7. AN EROSION CONTROL BLANKET WILL BE INSTALLED ON ALL DISTURBED SLOPES 3H:1V OR STEEPER, ALL AREAS OF CONCENTRATED FLOWS, AND DISTURBED AREAS WITHIN 50' OF A SURFACE WATER.
STAGING, LAYDOWN AND EQUIPMENT STORAGE:
STAGING, LAYDOWN AND EQUIPMENT STORAGE AREAS WILL BE AT THE PUMP STATION AS SHOW ON THE DRAWINGS. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE EROSION AND SEDIMENTATION CONTROL FOR THESE AREAS AND IS REQUIRED TO PROVIDE THE FRANKLIN COUNTY CONSERVATION DISTRICT WITH AN EROSION AND SEDIMENTATION CONTROL PLAN FOR ALL STAGING LAYDOWN AND DEVELOPMENT STORAGE AREAS.
STORAGE AND DISPOSAL AREAS FOR EXCESS EXCAVATED MATERIAL:
AREAS USED FOR STORAGE AND DISPOSAL OF EXCESS EXCAVATED MATERIAL WILL BE DETERMINED BY THE CONTRACTOR IN CONSULTATION WITH THE OWNER AND THE FRANKLIN COUNTY CONSERVATION DISTRICT AT THE PRE-CONSTRUCTION MEETING.
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MUST ENSURE THAT THE SITE RECEIVING THE EXCESS MATERIAL HAS AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS AND, IF REQUIRED BY THE SIZE OF THE AREA, AN NPDES PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE FRANKLIN COUNTY CONSERVATION DISTRICT IS TO BE NOTIFIED OF THE LOCATION OF ALL SOILS REMOVED FROM THE PROJECT SITE.
SEEDING AND FERTILIZING:
1. TEMPORARY SEEDING:TEMPORARY SEED IS TO BE ANNUAL RYEGRASS WITH 95%%% PURITY, 85%%% GERMINATION, AND 0.15%%% MAX WEED SEED. SEEDING RATE IS TO BE 40 LBS/ACRE. SEEDING DATES MARCH 1 TO OCTOBER 31.
2. PERMANENT SEEDING PERMANENT SEED IS TO BE FORMULA B AS PER PENNDOT PUBLICATION 408 WITH TEMPORARY NURSE CROP OF ANNUAL RYEGRASS (PENNDOT FORMULA E) AT A RATE OF 10 LBS PER 1000 SQUARE YARDS.
(FORMULA B: PERENNIAL RYEGRASS MIXTURE 20% BY WEIGHT, 98% PURITY, 90% GERMINATION, 0.15% MAX WEED SEED. CREEPING RED FESCUE OR CHEWINGS FESCUE 30% BY WEIGHT, 98% PURITY, 85% GERMINATION, 0.15% MAX WEED SEED. KENTUCKY BLUEGRASS MIXTURE 50% BY WEIGHT, 98% PURITY, 80% GERMINATION, 0.20% MAX WEED SEED).
SEEDING RATE IS TO BE 21 LBS PER 1000 SQUARE YARDS. SEEDING DATES MARCH 15 TO JUNE 1 AND AUGUST 1 TO OCTOBER 15.
3. FERTILIZING AND LIMING COMMERCIAL FERTILIZER CONFORMING TO THE REQUIREMENTS OF THE PENNSYLVANIA SOIL CONDITIONER AND PLANT GROWTH SUBSTANCE LAW.
TEMPORARY SEEDING FERTILIZER TO BE 10-10-10 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 500 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 1 TON / ACRE.
PERMANENT SEEDING FERTILIZER TO BE 10-10-20 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 1000 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 6 TONS / ACRE.
4. MULCHING MULCH MATERIAL, MULCH BINDERS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 805 AND WITH THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, DATED MARCH 2012. MULCH RATE FOR HAY AND STRAW TO BE 3 TONS/ACRE.
STRAW AND HAY MULCH ARE TO BE ANCHORED OR TACKIFIED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN; ANCHORING MAY BE DONE BY CRIMPING THE STRAW OR HAY INTO THE SOIL, STAPLING MULCH CONTROL NETTING OVER THE MULCH OR USING RECYCLED CELLULOSE FIBER BINDER. IF
CRIMPING IS USED, SLOPES MUST BE LESS THAN 3H:1V, AND THE MACHINERY IS TO BE OPERATED ON THE CONTOUR. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. MULCH ON SLOPE OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. IF MULCH CONTROL NETTING IS USED, IT IS TO BE STAPLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. BINDER RATE TO BE 160 LBS/1,000 SQ. YD. FOR RECYCLED CELLULOSE BINDER.
MULCHING WITHOUT SEEDING IS TO BE USED AS AN INTERIM STABILIZATION CONTROL DURING NON-GROWING SEASONS OF THE YEAR.
5. TOPSOIL A MINIMUM OF 6 INCHES OF TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS PRIOR TO SEEDING.
SOIL MAP UNIT SOIL NAME SLOPE HYDRIC SOIL LIMITATIONS
MyB MYERSVILLE SILT LOAM 3 - 8% NO CUTBANKS, CAVE, pH
RaB ROHRERSVILLE SILT LOAM 3 - 8% PARTIALLY DEPTH TO SATURATED ZONE, EASILY ERODIBLE, CUTBANKS CAVE, pH
Uu URBAN LAND-UDORTHENTS COMPLEX 0 - 25% NO SLOPE, CUTBANKS CAVE
CONSTRUCTION SEQUENCE FOR THE PUMP STATION WILL BE AS FOLLOWS:
1. AT LEAST (7) SEVEN DAYS STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICES, THE E&S PLAN PREPARER, AND A REPRESENTATIVE OF THE FRANKLIN COUNTY CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.
2. AT LEAST (3) THREE DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY.
3. INSTALLATION OF ALL E&S BMP'S AS SHOWN ON THE DRAWINGS.
4. INSTALLATION OF TEMPORARY BYPASS PUMPING FOR PUMP STATION.
5. INSTALLATION OF WET WELL AND CONCRETE PAD.
6. CONNECTION TO THE FORCE MAIN.
7. DEMOLITION OF EXISTING PUMP STATION BUILDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
8. REPAIRING.
9. ALL AREAS DISTURBED DURING CONSTRUCTION THAT ARE NOT PAVED ARE TO BE TOP-SOILED, SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SEEDING AND FERTILIZING SECTION.
10. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUTE SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF S A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.
11. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURGED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT THE FRANKLIN COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO THE REMOVAL / CONVERSION OF THE E&S BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF HTE BMPS'S SHALL BE STABILIZED IMMEDIATELY.
12. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVAL OF ALL TEMPORARY BMP'S AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT THE FRANKLIN COUNTY CONSERVATION DISTRICT FOR A FINAL INSPECTION.
EROSION AND SEDIMENTATION CONTROL NOTES:
1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (STAMPED, SIGNED AND DATED BY THE FRANKLIN COUNTY CONSERVATION DISTRICT) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE FRANKLIN COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE DISTRICT MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.
2. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION AND NOTIFY THE FRANKLIN COUNTY CONSERVATION DISTRICT.
3. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS.
4. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE EARTH DISTURBANCE ACTIVITY, OR FAILURE TO TAKE CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.
5. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH DEP'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1., AND 287.1 ET SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE THE SITE(S) RECEIVING THE EXCESS HAS AN APPROVED AND FULLY IMPLEMENTED EROSION AND SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE OR FEDERAL REGULATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.
8. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE
9. ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL.
10. ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY
11. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.
12. SEDIMENT TRACKED OR CONVEYED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, CULVERT OR SURFACE WATER.
13. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.
RECYCLING:
RECEIVING STREAM NAME/CHAPTER 93 CLASSIFICATION:
RED RUN: CWF, MF MINEY BRANCH: CWF, MF
50' MIN.
3 FT.
EARTH FILL
10 '
NOTES:
1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.
2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.
3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.
4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.
* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
ORGANIC MATTER CONTENT 80% - 100% (DRY WEIGHT BASIS) ORGANIC PORTION FIBROUS AND ELONGATED
pH 5.5 - 8.5 MOISTURE CONTENT 30% - 60%
PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVE SOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM
FL OW
DISTURBED AREA
2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-filament Polypropylene
(MFPP)
Strength 26 psi 26 psi 44 psi 202 psi
Ultraviolet Stability %
Original Strength
(ASTM G-155)
23% at 1000 hr. 23% at 1000 hr. 100% at 1000 hr.
100% at 1000 hr.
6 months 9 months 6 months 1 year 2 years
Two-ply systems
Fusion-welded junctures 3/4" x 3/4" Max. aperture size
Outer Filtration Mesh
mechanically fused via needle punch) 3/16" Max. aperture size
Sock fabrics composed of burlap may be used on projects lasting 6 months or less.
TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS
TABLE 4.2 COMPOST STANDARDS
EXISTING CONTOURS
2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
UNDISTURBED AREA COMPOST FILTER SOCK
1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.
2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURE. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
4. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.
5. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER S RECOMMENDATIONS.
6. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
12 IN
FILTER BAG
PLAN VIEW
ELEVATION VIEWNOTES:
LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.
BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.
NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
PROPERTY TEST METHOD MINIMUM STANDARD AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN
GRAB TENSILE ASTM D-4632 205 LB PUNCTURE ASTM D-4833 110 LB
MULLEN BURST ASTM D-3786 350 PSI UV RESISTANCE ASTM D-4355 70% AOS % RETAINED ASTM D-4751 80 SIEVE
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89-10798-ES002
AJSEDC
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for Construction unless Signed
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NO SCALE
NO SCALE
PUMPED WATER FILTER BAG DETAIL NO SCALE
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89-10798-ES003
AJSEC
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Title
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15105
LEGEND
LOD
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89-10798-C001
PJLEC
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15105
LEGEND
NOTES: 1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE
CONTRACTOR WITH A GENERAL SCOPE OF DEMOLITION WORK TO BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAY EFFECT DEMOLITION COSTS INCLUDING BUT NOT LIMITED TO EXACT EQUIPMENT AND PIPING LOCATIONS, ACTUAL EQUIPMENT AND PIPING SIZES, AND ALL INCIDENTAL EQUIPMENT OR PIPING NOT SHOWN BUT PART OF THE EQUIPMENT INDICATED TO BE REMOVED OR EFFECTING REMOVAL PROCESS.
2. PIPING TO BE REMOVED OR ABANDONED AS REQUIRED FOR INSTALLATION OF PUMP STATION UPGRADES.
3. VAULT TO BE REMOVED TO A DEPTH OF 4' BELOW GRADE (MINIMUM). CONTRACTOR TO CORE OR CREATE GROUNDWATER DRAIN HOLES NEAR BOTTOM OF STRUCTURE. BACK FILL WITH SUITABLE MATERIALS AND ABANDON.
4. REMOVE EXISTING DOPPLER FLOW METER AND TRANSMITTER AND REINSTALL TO NEW PUMP DISCHARGE PIPING.
MATERIALS KEYING LEGEND
01732: SELECTIVE DEMOLITION .A TO BE REMOVED
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C002.dwgMike Wiestling8 January 2016 - 10:59 AM
89-10798-C002
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15105
LEGEND
NOTES: 1. CONNECT TO RECENTLY INSTALLED 8" PVC FORCEMAIN.
2. CONNECT 3 4" COPPER WATER LINE TO EXISTING SERVICE PIPE WITH CORPORATION STOP
MATERIALS KEYING LEGEND
02605: MANHOLES - SANITARY & SEWER .A PRE-CAST MANHOLE
02700: PIPED UTILITIES .A DUCTILE IRON PIPE (MJ) .B COUPLING (MJ) .C PLUG VALVE WITH VALVE BOX AND STEM .D REDUCER (MJ) .E PVC FORCE MAIN .F TYPE K COPPER WATER PIPE
02741: ASPHALT PAVING .A ASPHALT PAVING
02821: CHAIN-LINK FENCES AND GATES .A CHAIN-LINK FENCE .B 12' SWING GATE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER
11310: CENTRIFUGAL WASTEWATER PUMPING SYSTEMS .D FRP ENCLOSURE
133 4"
33 4"
5'-0" 5" MIN. (TYP)
PRECAST REINFORCED CONCRETE BASE WITH RISER SECTION - CHANNEL FORMED ON JOB WITH CONCRETE - HOLES FOR PIPE CAST WITH RUBBER GASKET TO SUIT JOB CONDITIONS
NO. 8 OR NO. 57 COARSE AGGREGATE, TAMPED
O. D.
NOTES: 1. USE FLAST SLAB TOPS ON MANHOLES FOR
CONNECTING SEWER LINES HAVING LESS THAN 5' DEPTH OF COVER OVER SHALLOWEST PIPE.
2. FOUR THREADED INSERTS REQUIRED.
SECTION
PLAN
6" MI N.
2- #4 TYP.
R= 1 '-0"
4'-0", 5'-0", 6'-0"
MANHOLE STEPS 31
2" MIN. TO 4" MAX EMBEDMENT
SET TO FINAL WEARING COURSE GRADE AND SLOPE AS DIRECTED, OR SET TO FINISH GRADE IN UNPAVED AREAS
FRAME AND LEVELING RINGS (ONLY IF APPROVED) SEALED WATERTIGHT (SEE LEVELING RINGS AND BOLTED FRAME DETAIL)
5'-0" MAX.
35 8"
NO. 8 OR N0. 57 COARSE AGGREGATE, TAMPED
PIPE CONNECTION MADE WITH RUBBER GASKET. (SEE MANHOLE PIPE GASKETS DETAIL)
THREADED INSERT CAST INTO TOP SECTION
2'-0"
PLAN
4" MIN. 3 4" DIA. STAINLESS STEEL STUD, WASHER AND NUT COATED WITH ONE COAT OF STANDARD ASPHALT AFTER INSTALLATION
6" M
NOTES: 1. BOLTING OF MANHOLE FRAME AND COVER NOT REQUIRED
FOR MANHOLES INSTALLED IN PAVED SURFACES.
2. ALL STONE GRADATIONS ARE AASHTO CLASSIFICATION.
3. PIPES SHALL PROTRUDE 2" INSIDE MANHOLE WALL.
4. REFERENCE SPECIFICATION SECTION 02605 FOR ANTI-FLOATATION REQUIREMENTS.
5. MANHOLE FRAMES SHALL BE SET WITH PREFORMED PLASTIC GASKET (RUB-R-NEK) PRIOR TO RESTORATION TO PREVENT FILTRATION.
SECTION
PLAN MATCH PAVEMENT/GRADE AND SLOPE AS DIRECTED
FRAME AND LEVELING RINGS (ONLY IF APPROVED) SEALED WATERTIGHT (SEE LEVELING RINGS AND BOLTED FRAME DETAIL)
18" MAX. TO STOP STEP
MANHOLE STEPS 31
6" M
2'-0"
4'-0", 5'-0", 6'-0" 5" MIN. (TYP)
4" MIN. 3 4" DIA. STAINLESS STEEL STUD, WASHER AND NUT COATED WITH ONE COAT OF STANDARD ASPHALT AFTER INSTALLATION
6" MI N.
NO. 8 OR N0. 57 COARSE AGGREGATE, TAMPED
CONCRETE CHANNEL
TONGUE
GROOVE
SECTION
SECTION
SECTION
PLAN
PLAN NOTES: AFTER PIPE-TO-MANHOLE INSTALLATION, SEAL ANNULAR SPACE AROUND PIPE, INSIDE AND OUTSIDE OF MANHOLE WITH POLYURETHANE SEALING COMPOUNT. (TYP OF ALL CONNECTIONS)
TYPE 1 RUBBER GASKET CAST INTO
PRECAST PIPE OPENINGS
RING INSERT FOR PRECAST PIPE OPENINGS
END VIEW
END VIEW
STUD WITH NUT AND WASHER: 4" MIN. (4 BOLTS REQUIRED)
WHOLE PRECAST CONCRETE LEVELING RING - FULL WIDTH TO OUTSIDE OF CASTING (VARIED THICKNESS) RUBBER ADJUSTMENT RISERS ARE NOT PERMITTED)
2" MAXIMUM ALLOWABLE LEVELING RING ADJUSTMENT
THREADED INSERT CAST INTO TOP SECTION
DOUBLE APPLICATION OF PRE-FORMED FLEXIBLE PLASTIC JOINT SEALANT
SECTION NOTES: 1. ALL NON-SHRINK, NON-METALLIC GROUT SHALL BE TROWELLED
SMOOTH.
2. LEVELING AND/OR GRADE RINGS ARE NOT PREMITTED UNLESS AUTHORIZED BY THE ENGINEER. IN LIEU OF LEVELING/GRADE RINGS, PROVIDE "POURED CONCRETE ADJUSTMENT RISER".
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C003.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-C003
PJLEC
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NO SCALE
NO SCALE
LEVELING RINGS AND BOLTED FRAME DETAIL NO SCALE
TYPICAL PLAN OF MANHOLE CHANNELS
NO SCALE
VALVE BOX (ADJUSTABLE THREE-PIECE)
12" x 12" X 4" THICK CONCRETE BLOCK FLUSH WITH GRADE
NOTES: 1. VALVE BOXES AND RISERS TO BE AS MANUFACTURED BY:
a. BINGHAM AND TAYLOR b. BIBB-STE-CROIX FOUNDRIES OR c. APPROVED EQUAL
PVC SLEEVE
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C004.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-C004
PJLEC
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NO SCALE
PAVING NOTCH DETAIL NO SCALE
SUPERAVE ASPHAST MIXTURE DESIGN, HMA BASE COARSE, PG 64-62, 0.3 MILLION TO <3 MILLION ESALS, 25MM, 5" DEPTH
6" 2A SUBBASE
11 2" DEPTH SUPERPAVE ASPHALT
MIXTURE DESIGN, HMA WEARING COARSE, PG 64-62, 0.3 MILLION TO <3 MILLION ESALS, 12.5MM, 11
2" DEPTH SRL-L
NOTE: MANUFACTURER: EAST JORDAN IRON WORKS, FRAME: 1835Z1, COVER: 183565
PICKBAR DETAILSECTION
PICKHOLE DETAIL
251 8"
241 16"
311 2"
257 8"
211 2"
1 2"
1 2"
3 8"
(4) 7 8" DIAM. HOLES ON 28" DIA. BOLT CIRCLE
2" LETTERS (RAISED LETTERS)
3" DIA.
5 8"
21 4"
13 8"
O. D.
STRUCTURAL BACKFILL COMPACTED TO 95% MIN. COMPACTION PER ASTM D-698 (STD.)
DETECTABLE WARNING TAPE
TRENCH WALL SHALL BE MAINTAINED AS VERTICAL OR LAID BACK
UNDISTURBED SUBGRADE PIPE AASHTO NO. 8 AGGREGATE BEDDING
4' MI
NI MU
M - D
EP TH
V AR
IE S
6" M
ASPHALT PAVING DETAIL NO SCALE
SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING, PG64-22, 0.3 MILLION TO < 3 MILLION ESALS 12.55MM, 11
2" DEPTH, SRL-L
SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COARSE, PG64-22, 0.3 MILLION TO <3 MILLION ESALS 12.5MM, 5" DEPTH
6" 2A SUBBASE
4" - 03300.B 03300.A
1. COORDINATE FINAL WIDTH WITH ELECTRICAL PANELS BEING INSTALLED.
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Structural\89-10798-S001.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-S001
MSD
BASMGH
MSD
T 1 717 541 0622 F 1 717 441 0161
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14
0
1798.4005
A. Reinforced concrete design follows ACI 318-08 except for liquid containment structures which are designed in accordance with ACI 350-06, "Code Requirements for Environmental Engineering Concrete Structures and Commentary."
B. compressive strength and Type II Portland Cement. Refer to Section 03300 of the specification.
C. Reinforcement will be new Billet Steel, conforming to ASTM A-615 Grade 60, deformed.
D. Detail, fabricate and erect reinforcing bars in accordance with "Details and Detailing of Concrete Reinforcement," (ACI 315-99).
E. Unless otherwise shown, all reinforcing steel shall be provided with minimum concrete cover as follows: Slabs on grade - top reinf. (interior) 11
2" - top reinf. (exterior) 2"
- bottom reinf. 3"
Foundation slabs/footing - top reinf. 2" - bottom reinf. 3" Beams and columns - 2" Walls - 2"
F. Lap splices and embedments for reinforcement shall follow the chart shown on this drawing unless otherwise indicated on the drawings.
G. Any revisions to joint placement, pour sequencing or reinforcing splices must be submitted to the engineer for review and approval prior to submittal of reinforcing steel shop drawings.
H. 308-R01.
I. Concrete surfaces shall be finished per Section 03300 of the specification.
J. Chamfer exposed concrete edges 3 4" x 3 4" unless otherwise noted.
K. Equipment pad dimensions, housekeeping pad dimensions and openings for hatches, ducts and pipes must be coordinated with approved equipment shop drawings, and with the requirements shown on other drawings, this project set.
L. The contractor is responsible for maintaining stability and preventing floatation of structures during all phases of construction.
GENERAL CONCRETE CONSTRUCTION NOTES
1
(INCHES) MIN EMBEDMENT LENGTH
3 16 12 12 12
4 20 14 14 12
5 24 18 18 14
6 28 21 21 18
7 45 36 36 27
8 57 45 45 36
9 72 56 56 45
10 90 69 69 54
11 108 84 84 64
A. F'c = 4,500 PSI (NORMAL WEIGHT CONCRETE), Fy = 60,000 PSI. B. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE
CAST BELOW THE REINFORCEMENT. C. LAP SPLICES SHOWN ARE TENSION LAPS, CLASS B. D. MINIMUM CLEAR COVER IS 1.5 INCHES. MINIMUM SPACING IS 4 INCHES.
NOTES:
2
4
02300: EARTHWORK .A AGGREGATE SUBBASE
03300: CAST-IN-PLACE CONCRETE .A VAPOR RETARDER .B GRANULAR FILL .C JOINT FILLER STRIPS .E SEALANT
ELECTRICAL PANEL SUPPORT DETAIL NO SCALE-
5
L
A -
A -
L
1'- 0"
3'-0"
4 S001
ISOLATION JOINT
LIM IT
S OF
S TR
IP FO
OT IN
G AB
OV E
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Structural\89-10798-S002.dwgMike Wiestling8 January 2016 - 3:27 PM
89-10798-S002
MSD
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4'-0" 6'-0"
NOTES: 1. COORDINATE PIPE AND EQUIPMENT LOCATIONS WITH EQUIPMENT
MANUFACTURER'S REQUIREMENTS AND DRAWINGS OF OTHER DISCIPLINES.
2. PROVIDE SPLICE AT ONE-THIRD POINT.
3. APPLY 03300.D TO FACE OF PRECAST WET WELL PRIOR TO PLACEMENT OF STRIP FOOTING PIER.
SECTIONA - 3/8" = 1'-0"SCALE :
1
02300: EARTHWORK .A AGGREGATE SUBBASE
03300: CAST-IN-PLACE CONCRETE .A VAPOR RETARDER .B GRANULAR FILL .D EPOXY BONDING ADHESIVE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER .B 30"X30" ALUMINUM ACCESS HATCH
02700.A, 8" INV EL 1264.75
02700.A, 8" INV EL 1268.16
11310.A 11310.D
NOTE 1
PUMP ON EL 1261.50
BUBBLER BELL 2 -
CONCRETE PAD
NOTE 3
1 2" SCH. 80 PVC
BUBBLER LINE
STEEL ANCHOR BOLTS
12 "
3 16" STAINLESS
FLOAT SWITCH (TYP)
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Mechanical Process\89-10798-M001.dwgMike Wiestling8 January 2016 - 3:25 PM
89-10798-M001
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
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Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
4'-0" 6'-0"
2
1
02605: MAHOLES - SANITARY & SEWER .A PRE-CAST MANHOLE
02700: PIPED UTILITIES .A DUCTILE IRON PIPE (MJ) .B COUPLING (MJ) .C PLUG VALVE WITH VALVE BOX AND STEM .D REDUCER (MJ) .E PVC FORCE MAIN .F TYPE K COPPER WATER PIPE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER .B 30"X30" ALUMINUM ACCESS HATCH
11310: CENTRIFUGAL WASTEWATER PUMPING SYSTEMS .A SELF-PRIMING CENTRIFUGAL PUMP .B LEVEL FLOAT SWITCH .C PUMP CONTROL PANEL .D FRP ENCLOSURE .E 3-WAY PLUG VALVE
11331: WASTEWATER GRINDER .A GRINDER .B GRINDER SLIDE RAILS .C DRIVE MOTOR .D SS MOUNTING FRAME .E GRINDER CONTROL PANEL
13100: PIPING, VALVES & SPECIALS .A DUCTILE IRON PIPE (FLANGED) .B MODULAR SEAL .C PIPE SUPPORT .D PIPE FLARE FITTING .E BASE ELBOW .F SCH. 40 PVC PIPE .G FLOOR DRAIN .H CLEANOUT
NOTES: 1. CONNECT TO EXISTING GRAVITY SEWER. TEST PIT AS
REQUIRED TO VERIFY SIZE, DEPTH, LOCATION AND MATERIAL.
2. LOCATED GRINDER ON MANHOLE WALL SO THAT TOP CUTTER IS AT INFLUENT PIPE CENTERLINE AS RECOMMENDED BY GRINDER MANUFACTURER.
3. REINSTALL EXISTING DOPPLER FLOW METER TO PUMP DISCHARGE PIPING. MOUNT EXISTING FLOW METER TRANSMITTER INSIDE FRP PUMP ENCLOSURE.
4. PROVIDE FLOOR DRAIN WITH BLANK PLATE TO CAP AND SEAL.
5. COORDINATE PLUMBING STUB LOCATIONS WITH OWNER.
6. PROVIDE COPPER WATER SERVICE STUB UP WITH CAP (12" ABOVE SLAB) FROM CORPORATION STOP CONNECTION TO EXISTING WATER LINE. COORDINATE FINAL LOCATION WITH OWNER.
INTERIOR PLAN SCALE: 1/4"=1'-0"
TOP PLAN SCALE: 1/4"=1'-0"
TYPICAL PLUMBING STUB DETAIL NO SCALE-
3
89-10798-G001-Layout1
89-10798-G002-Layout1
89-10798-ES001-Layout1
89-10798-ES002-Layout1
89-10798-ES003-Layout1
89-10798-C001-Layout1
89-10798-C002-Layout1
89-10798-C003-Layout1
89-10798-C004-Layout1
89-10798-S001-Layout1
89-10798-S002-Layout1
89-10798-M001-Layout1
89-10798-E001
89-10798-E002
Mike Wiestling8 January 2016 - 9:41 AM
89-10798-G001
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
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NOT TO SCALE
VICINITY MAP SITE ADDRESS
15205 BUCHANAN TRAIL EAST BLUE RIDGE SUMMIT, WASHINGTON TOWNSHIP, FRANKLIN CO., PA 17214
PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
PENNSYLVANIA ONE CALL SYSTEM, INC. 1-800-242-1776 OR 811
POCS SERIAL NUMBER - 20153561284
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE PENNSYLVANIA GENERAL ASSEMBLY UNDERGROUND UTILITY LINE PROTECTION ACT, PA ACT 287 OF 1974, AS AMENDED BY ACT 121 OF 2008, 73 P.S. 176 ET SEQ., FOR NOTIFICATION OF UTILITIES BEFORE EXCAVATION IN THE CONTRACT AREA. THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.
WEST PENN POWER C/O USIC 9045 NORTH RIVER ROAD STE 300 INDIANAPOLIS, IN 46240 CONTACT: USIC LOCATING SERVICE PERSONNEL
VERIZON BUSINESS FORMERLY MCI 2400 N GLENVILLE RICHARDSON, TX 75082 CONTACT: DEAN BOYERS EMAIL: [email protected]
WASHINGTON TOWNSHIP MUNICIPAL AUTHORITY 11102 BUCHANAN TRAIL EAST WAYNESBORO, PA 17268 CONTACT: MANAGER EMAIL: [email protected]
COMCAST CABLE COMMUNICATIONS INC C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT: USIC OFFICE PERSONNEL
CENTURYLINK FORMERLY EMBARQ 122 BALTIMORE STREET HANOVER, PA 17331 CONTACT: LEO HILBERT EMAIL: [email protected]
WASHINGTON TOWNSHIP FRANKLIN CO 13013 WELTY RD WAYNESBORO, PA 17268 CONTACT: MICHAEL CHRISTOPHER EMAIL: [email protected]
WAYNESBORO BOROUGH / WAYNESBORO BOROUGH AUTHORITY 57 E MAIN ST PO BOX 310 WAYNESBORO, PA 17268 CONTACT: KEVIN GRUBBS EMAIL: [email protected]
INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:
UNDERGROUND UTILITIES ACT:
14
0
1798.4005
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\General\89-10798-G002.dwgMike Wiestling8 January 2016 - 9:41 AM
89-10798-G002
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
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for Construction unless Signed
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5 ES003 EROSION AND SEDIMENTATION CONTROL SITE PLAN
6 C001 EXISTING SITE DEMOLITION PLAN
7 C002 SITE PLAN
8 C003 CIVIL DETAILS
9 C004 CIVIL DETAILS
13 E001 ELECTRICAL SITE PLAN AND SINGLE LINE DIAGRAM
14 E002 ELECTRICAL DETAILS AND INTERCONNECTION DIAGRAM
DOUBLE LINE SINGLE LINE
REDUCER
NEW GRAPHICS; EQUIPMENT, STRUCTURES, ETC., ARE SHOWN AS BOLD LINEWORK AND IN THIS TEXT FORMAT.
A S001
SECTION LETTER DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN ON DIFFERENT SHEET)
A S001
DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN
ON DIFFERENT SHEET)
ON DIFFERENT SHEET)
DRAWING NUMBER (INDICATES DRAWING WHERE SECTION IS DRAWN IF SHOWN
ON DIFFERENT SHEET)
TYPICAL DETAIL MARKS
ULTRASONIC LEVEL SENSOR
UNION
GENERAL NOTES (APPLY TO ALL DRAWINGS): 1. EXISTING FACILITIES AND PIPING SHOWN LIGHT. NEW FACILITIES AND PIPING SHOWN DARK.
2. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING PIPING ELEVATIONS, LOCATIONS, SIZE AND TYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS, AS REQUIRED, PRIOR TO ORDERING NEW EQUIPMENT.
3. ALL CONTRACTORS ARE TO FOLLOW APPROPRIATE BEST MANAGEMENT PRACTICES AS OUTLINED ON THE EROSION AND SEDIMENTATION CONTROL PLAN.
4. CONTRACTOR SHALL COORDINATE ALL PIPING AND OTHER CONNECTIONS WITH APPROVED EQUIPMENT SHOP DRAWINGS.
5. TOPOGRAPHY IS BASED ON SUBDIVISION DRAWING PROVIDED BY R. LEE ROYER & ASSOCIATES, 10764 BUCHANAN TRAIL EAST, WAYNESBORO, PA 17268 (717) 762-5619.
6. CONTOURS ARE BY AERIAL PHOTOGRAMMETRIC METHODS.
7. BENCHMARK: EXISTING MANHOLE RIM ELEVATION 1277.64.
ADD'L ADDITIONAL AFF ABOVE FINISHED FLOOR ADJ ADJUSTABLE AGGR AGGREGATE ALLOW ALLOWANCE ALT ALTERNATE ALUM ALUMINUM ARCH ARCHITECT OR ARCHITECTURAL ASSY ASSEMBLY APPROX APPROXIMATE
BLDG BUILDING BLK BLOCK BOT or B BOTTOM
CF CUBIC FEET CFM CUBIC FEET PER MINUTE CI CAST IRON CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CO CLEANOUT CONN CONNECTION CY CUBIC YARD CL CLEAR
CENTER LINE CONC CONCRETE CONT CONTINUOUS CPVC CHLORINATED POLYVINYL CHLORIDE CL JT CONTROL JOINT
DL DEAD LOAD DIAMETER
DIP DUCTILE IRON PIPE DWL DOWEL
EF EACH FACE EA EACH EL or ELEV ELEVATION ELEC ELECTRIC EQ EQUAL EX, EXIST EXISTING EXT EXTERIOR
FF FAR FACE/ FINISHED FLOOR FM FORCE MAIN FLR FLOOR FT FEET FTG FOOTING
G NATURAL GAS GPM GALLONS PER MINUTE GA GAUGE GAL GALLON GALV GALVANIZED
HDPE HIGH-DENSITY POLYURETHYLENE HWL HIGH WATER LEVEL HP HORSEPOWER
ID INSIDE DIAMETER IF INSIDE FACE INV INVERT I/O INPUT / OUTPUT
LF LINEAR FEET LL LIVE LOAD LWL LOW WATER LEVEL
M MOTOR MGD MILLION GALLONS PER DAY MH MANHOLE MJ MECHANICAL JOINT MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS
NPT NATIONAL PIPE THREAD NTS NOT TO SCALE
OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING
PRV PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLY / PE POLYETHYLENE
PLATE, PROPERTY LINE
R RADIUS REINF REINFORCING REQD REQUIRED
SF SQUARE FOOT SS STAINLESS STEEL SCH SCHEDULE SPEC SPECIFICATION SQ SQUARE STL STEEL STD STANDARD SYM SYMBOL
TEL TELEPHONE TEMP TEMPERATURE TYP TYPICAL
UV ULTRAVIOLET
W WATER WL WATER LEVEL W/O WITHOUT WWF WELDED WIRE FABRIC
ABBREVIATIONS:
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\E&S\89-10798-ES001.dwgMike Wiestling8 January 2016 - 9:42 AM
89-10798-ES001
AJSEDC
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T 1 717 541 0622 F 1 717 441 0161
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for Construction unless Signed
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SOIL DESCRIPTION
THE FOLLOWING INFORMATION IS FROM THE SOIL SURVEY OF FRANKLIN COUNTY AND FROM THE USDA NRCS WEBSOIL SURVEY AND ARE SHOWN ON DRAWING KP-1. SOILS WITHIN THE PROJECT AREA ARE CLASSIFIED AS FOLLOWS:
SOIL LIMITATION RESOLUTIONS: DEPTH TO SATURATED ZONE LIMITATIONS WILL BE ADDRESSED BY USE OF A PUMPED WATER FILTER BAG IF NECESSARY. DEPTH TO HARD BEDROCK LIMITATIONS WILL BE ADDRESSED BY USING A ROCK BREAKER OR BLASTING IF NECESSARY DURING THE TRENCHING PROCESS. SLOPE AND EROSION LIMITATIONS WILL BE ADDRESSED BY LIMITING THE AMOUNT OF THE SOIL THAT IS EXPOSED. AN EROSION CONTROL BLANKET WILL BE USED ON ALL SLOPES 3:1 OR GREATER. SLOPE LIMITATIONS WILL ALSO BE ADDRESSED BY REQUIRING THAT DAILY TRENCH EXCAVATION BE LIMITED TO THE LENGTH OF PIPE PLACEMENT AND BACKFILLING THAT CAN BE COMPLETED IN THE SAME DAY. ANY AND ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED USING TEMPORARY SEEDING. CONTRACTOR IS REQUIRED BY LAW TO FOLLOW OSHA REQUIREMENTS; THIS WILL ADDRESS ANY LIMITATIONS ASSOCIATED WITH CUTBANKS CAVING. LARGE STONES CONTENT LIMITATIONS FOR LANDSCAPING WILL BE ADDRESSED BY REQUIRING THAT A MINIMUM OF 6 INCHES OF TOPSOIL BE PLACED BEFORE PERMANENT SEEDING IS APPLIED. LIME WILL BE APPLIED IF NECESSARY TO ADDRESS PH LIMITATIONS. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.
MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROLS:
1. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN ALL THE BMPS. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS TO THOSE INSTALLED WILL BE REQUIRED.
2. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION WILL BE RETURNED TO UPLAND AREAS ON SITE AND INCORPORATED INTO THE SITE GRADING.
3. A LOG SHOWING THE DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THAT THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO THE FRANKLIN COUNTY CONSERVATION DISTRICT OR OTHER REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.
STAGING OF CONSTRUCTION ACTIVITIES:
ALL EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZE OR UNTIL THAT ARE REPLACED BY ANOTHER BMP APPROVED BY THE FRANKLIN COUNTY CONSERVATION DISTRICT.
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ANY DEVIATION FROM THE FOLLOWING SEQUENCE MUST BE APPROVED IN WRITING FROM THE FRANKLIN COUNTY CONSERVATION DISTRICT.
STABILIZATION SPECIFICATIONS:
1. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.
2. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70%%% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.
3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE SURROUNDED BY FILTER FABRIC FENCE OR COMPOST FILTER SOCK. TOPSOIL STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SIDE SLOPES MUST BE 2H:1V OR FLATTER.
4. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.
5. TOPSOIL SHOULD NOT BE PLACED WHILE THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED SOILS SHOULD BE SCARIFIED 6 TO 12 INCHES ALONG CONTOUR WHENEVER POSSIBLE PRIOR TO SEEDING.
6. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.
7. AN EROSION CONTROL BLANKET WILL BE INSTALLED ON ALL DISTURBED SLOPES 3H:1V OR STEEPER, ALL AREAS OF CONCENTRATED FLOWS, AND DISTURBED AREAS WITHIN 50' OF A SURFACE WATER.
STAGING, LAYDOWN AND EQUIPMENT STORAGE:
STAGING, LAYDOWN AND EQUIPMENT STORAGE AREAS WILL BE AT THE PUMP STATION AS SHOW ON THE DRAWINGS. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE EROSION AND SEDIMENTATION CONTROL FOR THESE AREAS AND IS REQUIRED TO PROVIDE THE FRANKLIN COUNTY CONSERVATION DISTRICT WITH AN EROSION AND SEDIMENTATION CONTROL PLAN FOR ALL STAGING LAYDOWN AND DEVELOPMENT STORAGE AREAS.
STORAGE AND DISPOSAL AREAS FOR EXCESS EXCAVATED MATERIAL:
AREAS USED FOR STORAGE AND DISPOSAL OF EXCESS EXCAVATED MATERIAL WILL BE DETERMINED BY THE CONTRACTOR IN CONSULTATION WITH THE OWNER AND THE FRANKLIN COUNTY CONSERVATION DISTRICT AT THE PRE-CONSTRUCTION MEETING.
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MUST ENSURE THAT THE SITE RECEIVING THE EXCESS MATERIAL HAS AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS AND, IF REQUIRED BY THE SIZE OF THE AREA, AN NPDES PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE FRANKLIN COUNTY CONSERVATION DISTRICT IS TO BE NOTIFIED OF THE LOCATION OF ALL SOILS REMOVED FROM THE PROJECT SITE.
SEEDING AND FERTILIZING:
1. TEMPORARY SEEDING:TEMPORARY SEED IS TO BE ANNUAL RYEGRASS WITH 95%%% PURITY, 85%%% GERMINATION, AND 0.15%%% MAX WEED SEED. SEEDING RATE IS TO BE 40 LBS/ACRE. SEEDING DATES MARCH 1 TO OCTOBER 31.
2. PERMANENT SEEDING PERMANENT SEED IS TO BE FORMULA B AS PER PENNDOT PUBLICATION 408 WITH TEMPORARY NURSE CROP OF ANNUAL RYEGRASS (PENNDOT FORMULA E) AT A RATE OF 10 LBS PER 1000 SQUARE YARDS.
(FORMULA B: PERENNIAL RYEGRASS MIXTURE 20% BY WEIGHT, 98% PURITY, 90% GERMINATION, 0.15% MAX WEED SEED. CREEPING RED FESCUE OR CHEWINGS FESCUE 30% BY WEIGHT, 98% PURITY, 85% GERMINATION, 0.15% MAX WEED SEED. KENTUCKY BLUEGRASS MIXTURE 50% BY WEIGHT, 98% PURITY, 80% GERMINATION, 0.20% MAX WEED SEED).
SEEDING RATE IS TO BE 21 LBS PER 1000 SQUARE YARDS. SEEDING DATES MARCH 15 TO JUNE 1 AND AUGUST 1 TO OCTOBER 15.
3. FERTILIZING AND LIMING COMMERCIAL FERTILIZER CONFORMING TO THE REQUIREMENTS OF THE PENNSYLVANIA SOIL CONDITIONER AND PLANT GROWTH SUBSTANCE LAW.
TEMPORARY SEEDING FERTILIZER TO BE 10-10-10 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 500 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 1 TON / ACRE.
PERMANENT SEEDING FERTILIZER TO BE 10-10-20 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 1000 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 6 TONS / ACRE.
4. MULCHING MULCH MATERIAL, MULCH BINDERS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 805 AND WITH THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, DATED MARCH 2012. MULCH RATE FOR HAY AND STRAW TO BE 3 TONS/ACRE.
STRAW AND HAY MULCH ARE TO BE ANCHORED OR TACKIFIED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN; ANCHORING MAY BE DONE BY CRIMPING THE STRAW OR HAY INTO THE SOIL, STAPLING MULCH CONTROL NETTING OVER THE MULCH OR USING RECYCLED CELLULOSE FIBER BINDER. IF
CRIMPING IS USED, SLOPES MUST BE LESS THAN 3H:1V, AND THE MACHINERY IS TO BE OPERATED ON THE CONTOUR. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. MULCH ON SLOPE OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. IF MULCH CONTROL NETTING IS USED, IT IS TO BE STAPLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. BINDER RATE TO BE 160 LBS/1,000 SQ. YD. FOR RECYCLED CELLULOSE BINDER.
MULCHING WITHOUT SEEDING IS TO BE USED AS AN INTERIM STABILIZATION CONTROL DURING NON-GROWING SEASONS OF THE YEAR.
5. TOPSOIL A MINIMUM OF 6 INCHES OF TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS PRIOR TO SEEDING.
SOIL MAP UNIT SOIL NAME SLOPE HYDRIC SOIL LIMITATIONS
MyB MYERSVILLE SILT LOAM 3 - 8% NO CUTBANKS, CAVE, pH
RaB ROHRERSVILLE SILT LOAM 3 - 8% PARTIALLY DEPTH TO SATURATED ZONE, EASILY ERODIBLE, CUTBANKS CAVE, pH
Uu URBAN LAND-UDORTHENTS COMPLEX 0 - 25% NO SLOPE, CUTBANKS CAVE
CONSTRUCTION SEQUENCE FOR THE PUMP STATION WILL BE AS FOLLOWS:
1. AT LEAST (7) SEVEN DAYS STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICES, THE E&S PLAN PREPARER, AND A REPRESENTATIVE OF THE FRANKLIN COUNTY CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.
2. AT LEAST (3) THREE DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY.
3. INSTALLATION OF ALL E&S BMP'S AS SHOWN ON THE DRAWINGS.
4. INSTALLATION OF TEMPORARY BYPASS PUMPING FOR PUMP STATION.
5. INSTALLATION OF WET WELL AND CONCRETE PAD.
6. CONNECTION TO THE FORCE MAIN.
7. DEMOLITION OF EXISTING PUMP STATION BUILDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
8. REPAIRING.
9. ALL AREAS DISTURBED DURING CONSTRUCTION THAT ARE NOT PAVED ARE TO BE TOP-SOILED, SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SEEDING AND FERTILIZING SECTION.
10. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUTE SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF S A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.
11. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURGED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT THE FRANKLIN COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO THE REMOVAL / CONVERSION OF THE E&S BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF HTE BMPS'S SHALL BE STABILIZED IMMEDIATELY.
12. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVAL OF ALL TEMPORARY BMP'S AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT THE FRANKLIN COUNTY CONSERVATION DISTRICT FOR A FINAL INSPECTION.
EROSION AND SEDIMENTATION CONTROL NOTES:
1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (STAMPED, SIGNED AND DATED BY THE FRANKLIN COUNTY CONSERVATION DISTRICT) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE FRANKLIN COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE DISTRICT MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.
2. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION AND NOTIFY THE FRANKLIN COUNTY CONSERVATION DISTRICT.
3. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS.
4. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE EARTH DISTURBANCE ACTIVITY, OR FAILURE TO TAKE CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.
5. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH DEP'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1., AND 287.1 ET SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE THE SITE(S) RECEIVING THE EXCESS HAS AN APPROVED AND FULLY IMPLEMENTED EROSION AND SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE OR FEDERAL REGULATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.
8. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE
9. ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL.
10. ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY
11. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.
12. SEDIMENT TRACKED OR CONVEYED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, CULVERT OR SURFACE WATER.
13. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.
RECYCLING:
RECEIVING STREAM NAME/CHAPTER 93 CLASSIFICATION:
RED RUN: CWF, MF MINEY BRANCH: CWF, MF
50' MIN.
3 FT.
EARTH FILL
10 '
NOTES:
1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.
2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.
3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.
4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.
* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
ORGANIC MATTER CONTENT 80% - 100% (DRY WEIGHT BASIS) ORGANIC PORTION FIBROUS AND ELONGATED
pH 5.5 - 8.5 MOISTURE CONTENT 30% - 60%
PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVE SOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM
FL OW
DISTURBED AREA
2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-filament Polypropylene
(MFPP)
Strength 26 psi 26 psi 44 psi 202 psi
Ultraviolet Stability %
Original Strength
(ASTM G-155)
23% at 1000 hr. 23% at 1000 hr. 100% at 1000 hr.
100% at 1000 hr.
6 months 9 months 6 months 1 year 2 years
Two-ply systems
Fusion-welded junctures 3/4" x 3/4" Max. aperture size
Outer Filtration Mesh
mechanically fused via needle punch) 3/16" Max. aperture size
Sock fabrics composed of burlap may be used on projects lasting 6 months or less.
TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS
TABLE 4.2 COMPOST STANDARDS
EXISTING CONTOURS
2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
UNDISTURBED AREA COMPOST FILTER SOCK
1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.
2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURE. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
4. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.
5. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER S RECOMMENDATIONS.
6. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
12 IN
FILTER BAG
PLAN VIEW
ELEVATION VIEWNOTES:
LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.
BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.
NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
PROPERTY TEST METHOD MINIMUM STANDARD AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN
GRAB TENSILE ASTM D-4632 205 LB PUNCTURE ASTM D-4833 110 LB
MULLEN BURST ASTM D-3786 350 PSI UV RESISTANCE ASTM D-4355 70% AOS % RETAINED ASTM D-4751 80 SIEVE
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\E&S\89-10798-ES002.dwgMike Wiestling8 January 2016 - 9:42 AM
89-10798-ES002
AJSEDC
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for Construction unless Signed
and Sealed For Construction
Title
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NO SCALE
NO SCALE
PUMPED WATER FILTER BAG DETAIL NO SCALE
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\E&S\89-10798-ES003.dwgMike Wiestling8 January 2016 - 9:42 AM
89-10798-ES003
AJSEC
MRW
T 1 717 541 0622 F 1 717 441 0161
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for Construction unless Signed
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Title
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15105
LEGEND
LOD
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C001.dwgMike Wiestling8 January 2016 - 9:42 AM
89-10798-C001
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
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15105
LEGEND
NOTES: 1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE
CONTRACTOR WITH A GENERAL SCOPE OF DEMOLITION WORK TO BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAY EFFECT DEMOLITION COSTS INCLUDING BUT NOT LIMITED TO EXACT EQUIPMENT AND PIPING LOCATIONS, ACTUAL EQUIPMENT AND PIPING SIZES, AND ALL INCIDENTAL EQUIPMENT OR PIPING NOT SHOWN BUT PART OF THE EQUIPMENT INDICATED TO BE REMOVED OR EFFECTING REMOVAL PROCESS.
2. PIPING TO BE REMOVED OR ABANDONED AS REQUIRED FOR INSTALLATION OF PUMP STATION UPGRADES.
3. VAULT TO BE REMOVED TO A DEPTH OF 4' BELOW GRADE (MINIMUM). CONTRACTOR TO CORE OR CREATE GROUNDWATER DRAIN HOLES NEAR BOTTOM OF STRUCTURE. BACK FILL WITH SUITABLE MATERIALS AND ABANDON.
4. REMOVE EXISTING DOPPLER FLOW METER AND TRANSMITTER AND REINSTALL TO NEW PUMP DISCHARGE PIPING.
MATERIALS KEYING LEGEND
01732: SELECTIVE DEMOLITION .A TO BE REMOVED
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C002.dwgMike Wiestling8 January 2016 - 10:59 AM
89-10798-C002
PJLEC
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for Construction unless Signed
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15105
LEGEND
NOTES: 1. CONNECT TO RECENTLY INSTALLED 8" PVC FORCEMAIN.
2. CONNECT 3 4" COPPER WATER LINE TO EXISTING SERVICE PIPE WITH CORPORATION STOP
MATERIALS KEYING LEGEND
02605: MANHOLES - SANITARY & SEWER .A PRE-CAST MANHOLE
02700: PIPED UTILITIES .A DUCTILE IRON PIPE (MJ) .B COUPLING (MJ) .C PLUG VALVE WITH VALVE BOX AND STEM .D REDUCER (MJ) .E PVC FORCE MAIN .F TYPE K COPPER WATER PIPE
02741: ASPHALT PAVING .A ASPHALT PAVING
02821: CHAIN-LINK FENCES AND GATES .A CHAIN-LINK FENCE .B 12' SWING GATE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER
11310: CENTRIFUGAL WASTEWATER PUMPING SYSTEMS .D FRP ENCLOSURE
133 4"
33 4"
5'-0" 5" MIN. (TYP)
PRECAST REINFORCED CONCRETE BASE WITH RISER SECTION - CHANNEL FORMED ON JOB WITH CONCRETE - HOLES FOR PIPE CAST WITH RUBBER GASKET TO SUIT JOB CONDITIONS
NO. 8 OR NO. 57 COARSE AGGREGATE, TAMPED
O. D.
NOTES: 1. USE FLAST SLAB TOPS ON MANHOLES FOR
CONNECTING SEWER LINES HAVING LESS THAN 5' DEPTH OF COVER OVER SHALLOWEST PIPE.
2. FOUR THREADED INSERTS REQUIRED.
SECTION
PLAN
6" MI N.
2- #4 TYP.
R= 1 '-0"
4'-0", 5'-0", 6'-0"
MANHOLE STEPS 31
2" MIN. TO 4" MAX EMBEDMENT
SET TO FINAL WEARING COURSE GRADE AND SLOPE AS DIRECTED, OR SET TO FINISH GRADE IN UNPAVED AREAS
FRAME AND LEVELING RINGS (ONLY IF APPROVED) SEALED WATERTIGHT (SEE LEVELING RINGS AND BOLTED FRAME DETAIL)
5'-0" MAX.
35 8"
NO. 8 OR N0. 57 COARSE AGGREGATE, TAMPED
PIPE CONNECTION MADE WITH RUBBER GASKET. (SEE MANHOLE PIPE GASKETS DETAIL)
THREADED INSERT CAST INTO TOP SECTION
2'-0"
PLAN
4" MIN. 3 4" DIA. STAINLESS STEEL STUD, WASHER AND NUT COATED WITH ONE COAT OF STANDARD ASPHALT AFTER INSTALLATION
6" M
NOTES: 1. BOLTING OF MANHOLE FRAME AND COVER NOT REQUIRED
FOR MANHOLES INSTALLED IN PAVED SURFACES.
2. ALL STONE GRADATIONS ARE AASHTO CLASSIFICATION.
3. PIPES SHALL PROTRUDE 2" INSIDE MANHOLE WALL.
4. REFERENCE SPECIFICATION SECTION 02605 FOR ANTI-FLOATATION REQUIREMENTS.
5. MANHOLE FRAMES SHALL BE SET WITH PREFORMED PLASTIC GASKET (RUB-R-NEK) PRIOR TO RESTORATION TO PREVENT FILTRATION.
SECTION
PLAN MATCH PAVEMENT/GRADE AND SLOPE AS DIRECTED
FRAME AND LEVELING RINGS (ONLY IF APPROVED) SEALED WATERTIGHT (SEE LEVELING RINGS AND BOLTED FRAME DETAIL)
18" MAX. TO STOP STEP
MANHOLE STEPS 31
6" M
2'-0"
4'-0", 5'-0", 6'-0" 5" MIN. (TYP)
4" MIN. 3 4" DIA. STAINLESS STEEL STUD, WASHER AND NUT COATED WITH ONE COAT OF STANDARD ASPHALT AFTER INSTALLATION
6" MI N.
NO. 8 OR N0. 57 COARSE AGGREGATE, TAMPED
CONCRETE CHANNEL
TONGUE
GROOVE
SECTION
SECTION
SECTION
PLAN
PLAN NOTES: AFTER PIPE-TO-MANHOLE INSTALLATION, SEAL ANNULAR SPACE AROUND PIPE, INSIDE AND OUTSIDE OF MANHOLE WITH POLYURETHANE SEALING COMPOUNT. (TYP OF ALL CONNECTIONS)
TYPE 1 RUBBER GASKET CAST INTO
PRECAST PIPE OPENINGS
RING INSERT FOR PRECAST PIPE OPENINGS
END VIEW
END VIEW
STUD WITH NUT AND WASHER: 4" MIN. (4 BOLTS REQUIRED)
WHOLE PRECAST CONCRETE LEVELING RING - FULL WIDTH TO OUTSIDE OF CASTING (VARIED THICKNESS) RUBBER ADJUSTMENT RISERS ARE NOT PERMITTED)
2" MAXIMUM ALLOWABLE LEVELING RING ADJUSTMENT
THREADED INSERT CAST INTO TOP SECTION
DOUBLE APPLICATION OF PRE-FORMED FLEXIBLE PLASTIC JOINT SEALANT
SECTION NOTES: 1. ALL NON-SHRINK, NON-METALLIC GROUT SHALL BE TROWELLED
SMOOTH.
2. LEVELING AND/OR GRADE RINGS ARE NOT PREMITTED UNLESS AUTHORIZED BY THE ENGINEER. IN LIEU OF LEVELING/GRADE RINGS, PROVIDE "POURED CONCRETE ADJUSTMENT RISER".
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C003.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-C003
PJLEC
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for Construction unless Signed
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NO SCALE
NO SCALE
LEVELING RINGS AND BOLTED FRAME DETAIL NO SCALE
TYPICAL PLAN OF MANHOLE CHANNELS
NO SCALE
VALVE BOX (ADJUSTABLE THREE-PIECE)
12" x 12" X 4" THICK CONCRETE BLOCK FLUSH WITH GRADE
NOTES: 1. VALVE BOXES AND RISERS TO BE AS MANUFACTURED BY:
a. BINGHAM AND TAYLOR b. BIBB-STE-CROIX FOUNDRIES OR c. APPROVED EQUAL
PVC SLEEVE
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Civil\89-10798-C004.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-C004
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
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for Construction unless Signed
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NO SCALE
PAVING NOTCH DETAIL NO SCALE
SUPERAVE ASPHAST MIXTURE DESIGN, HMA BASE COARSE, PG 64-62, 0.3 MILLION TO <3 MILLION ESALS, 25MM, 5" DEPTH
6" 2A SUBBASE
11 2" DEPTH SUPERPAVE ASPHALT
MIXTURE DESIGN, HMA WEARING COARSE, PG 64-62, 0.3 MILLION TO <3 MILLION ESALS, 12.5MM, 11
2" DEPTH SRL-L
NOTE: MANUFACTURER: EAST JORDAN IRON WORKS, FRAME: 1835Z1, COVER: 183565
PICKBAR DETAILSECTION
PICKHOLE DETAIL
251 8"
241 16"
311 2"
257 8"
211 2"
1 2"
1 2"
3 8"
(4) 7 8" DIAM. HOLES ON 28" DIA. BOLT CIRCLE
2" LETTERS (RAISED LETTERS)
3" DIA.
5 8"
21 4"
13 8"
O. D.
STRUCTURAL BACKFILL COMPACTED TO 95% MIN. COMPACTION PER ASTM D-698 (STD.)
DETECTABLE WARNING TAPE
TRENCH WALL SHALL BE MAINTAINED AS VERTICAL OR LAID BACK
UNDISTURBED SUBGRADE PIPE AASHTO NO. 8 AGGREGATE BEDDING
4' MI
NI MU
M - D
EP TH
V AR
IE S
6" M
ASPHALT PAVING DETAIL NO SCALE
SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING, PG64-22, 0.3 MILLION TO < 3 MILLION ESALS 12.55MM, 11
2" DEPTH, SRL-L
SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COARSE, PG64-22, 0.3 MILLION TO <3 MILLION ESALS 12.5MM, 5" DEPTH
6" 2A SUBBASE
4" - 03300.B 03300.A
1. COORDINATE FINAL WIDTH WITH ELECTRICAL PANELS BEING INSTALLED.
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Structural\89-10798-S001.dwgMike Wiestling8 January 2016 - 9:43 AM
89-10798-S001
MSD
BASMGH
MSD
T 1 717 541 0622 F 1 717 441 0161
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14
0
1798.4005
A. Reinforced concrete design follows ACI 318-08 except for liquid containment structures which are designed in accordance with ACI 350-06, "Code Requirements for Environmental Engineering Concrete Structures and Commentary."
B. compressive strength and Type II Portland Cement. Refer to Section 03300 of the specification.
C. Reinforcement will be new Billet Steel, conforming to ASTM A-615 Grade 60, deformed.
D. Detail, fabricate and erect reinforcing bars in accordance with "Details and Detailing of Concrete Reinforcement," (ACI 315-99).
E. Unless otherwise shown, all reinforcing steel shall be provided with minimum concrete cover as follows: Slabs on grade - top reinf. (interior) 11
2" - top reinf. (exterior) 2"
- bottom reinf. 3"
Foundation slabs/footing - top reinf. 2" - bottom reinf. 3" Beams and columns - 2" Walls - 2"
F. Lap splices and embedments for reinforcement shall follow the chart shown on this drawing unless otherwise indicated on the drawings.
G. Any revisions to joint placement, pour sequencing or reinforcing splices must be submitted to the engineer for review and approval prior to submittal of reinforcing steel shop drawings.
H. 308-R01.
I. Concrete surfaces shall be finished per Section 03300 of the specification.
J. Chamfer exposed concrete edges 3 4" x 3 4" unless otherwise noted.
K. Equipment pad dimensions, housekeeping pad dimensions and openings for hatches, ducts and pipes must be coordinated with approved equipment shop drawings, and with the requirements shown on other drawings, this project set.
L. The contractor is responsible for maintaining stability and preventing floatation of structures during all phases of construction.
GENERAL CONCRETE CONSTRUCTION NOTES
1
(INCHES) MIN EMBEDMENT LENGTH
3 16 12 12 12
4 20 14 14 12
5 24 18 18 14
6 28 21 21 18
7 45 36 36 27
8 57 45 45 36
9 72 56 56 45
10 90 69 69 54
11 108 84 84 64
A. F'c = 4,500 PSI (NORMAL WEIGHT CONCRETE), Fy = 60,000 PSI. B. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE
CAST BELOW THE REINFORCEMENT. C. LAP SPLICES SHOWN ARE TENSION LAPS, CLASS B. D. MINIMUM CLEAR COVER IS 1.5 INCHES. MINIMUM SPACING IS 4 INCHES.
NOTES:
2
4
02300: EARTHWORK .A AGGREGATE SUBBASE
03300: CAST-IN-PLACE CONCRETE .A VAPOR RETARDER .B GRANULAR FILL .C JOINT FILLER STRIPS .E SEALANT
ELECTRICAL PANEL SUPPORT DETAIL NO SCALE-
5
L
A -
A -
L
1'- 0"
3'-0"
4 S001
ISOLATION JOINT
LIM IT
S OF
S TR
IP FO
OT IN
G AB
OV E
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Structural\89-10798-S002.dwgMike Wiestling8 January 2016 - 3:27 PM
89-10798-S002
MSD
BASMGH
MSD
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
4'-0" 6'-0"
NOTES: 1. COORDINATE PIPE AND EQUIPMENT LOCATIONS WITH EQUIPMENT
MANUFACTURER'S REQUIREMENTS AND DRAWINGS OF OTHER DISCIPLINES.
2. PROVIDE SPLICE AT ONE-THIRD POINT.
3. APPLY 03300.D TO FACE OF PRECAST WET WELL PRIOR TO PLACEMENT OF STRIP FOOTING PIER.
SECTIONA - 3/8" = 1'-0"SCALE :
1
02300: EARTHWORK .A AGGREGATE SUBBASE
03300: CAST-IN-PLACE CONCRETE .A VAPOR RETARDER .B GRANULAR FILL .D EPOXY BONDING ADHESIVE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER .B 30"X30" ALUMINUM ACCESS HATCH
02700.A, 8" INV EL 1264.75
02700.A, 8" INV EL 1268.16
11310.A 11310.D
NOTE 1
PUMP ON EL 1261.50
BUBBLER BELL 2 -
CONCRETE PAD
NOTE 3
1 2" SCH. 80 PVC
BUBBLER LINE
STEEL ANCHOR BOLTS
12 "
3 16" STAINLESS
FLOAT SWITCH (TYP)
J:\Washington Township Municipal Authority (1798)\4000 - Sewer System Assignments\4005 - Blue Ridge Summit PS Study\400503 - BRS Pumping Station Design\CADD\Drawings\Mechanical Process\89-10798-M001.dwgMike Wiestling8 January 2016 - 3:25 PM
89-10798-M001
PJLEC
MRW
T 1 717 541 0622 F 1 717 441 0161
E [email protected] W www.ghd.com
for Construction unless Signed
and Sealed For Construction
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:
(Project Director)
4'-0" 6'-0"
2
1
02605: MAHOLES - SANITARY & SEWER .A PRE-CAST MANHOLE
02700: PIPED UTILITIES .A DUCTILE IRON PIPE (MJ) .B COUPLING (MJ) .C PLUG VALVE WITH VALVE BOX AND STEM .D REDUCER (MJ) .E PVC FORCE MAIN .F TYPE K COPPER WATER PIPE
03410: PLANT PRE-CAST STRUCTURAL CONCRETE .A WET WELL, 8' INSIDE DIAMETER .B 30"X30" ALUMINUM ACCESS HATCH
11310: CENTRIFUGAL WASTEWATER PUMPING SYSTEMS .A SELF-PRIMING CENTRIFUGAL PUMP .B LEVEL FLOAT SWITCH .C PUMP CONTROL PANEL .D FRP ENCLOSURE .E 3-WAY PLUG VALVE
11331: WASTEWATER GRINDER .A GRINDER .B GRINDER SLIDE RAILS .C DRIVE MOTOR .D SS MOUNTING FRAME .E GRINDER CONTROL PANEL
13100: PIPING, VALVES & SPECIALS .A DUCTILE IRON PIPE (FLANGED) .B MODULAR SEAL .C PIPE SUPPORT .D PIPE FLARE FITTING .E BASE ELBOW .F SCH. 40 PVC PIPE .G FLOOR DRAIN .H CLEANOUT
NOTES: 1. CONNECT TO EXISTING GRAVITY SEWER. TEST PIT AS
REQUIRED TO VERIFY SIZE, DEPTH, LOCATION AND MATERIAL.
2. LOCATED GRINDER ON MANHOLE WALL SO THAT TOP CUTTER IS AT INFLUENT PIPE CENTERLINE AS RECOMMENDED BY GRINDER MANUFACTURER.
3. REINSTALL EXISTING DOPPLER FLOW METER TO PUMP DISCHARGE PIPING. MOUNT EXISTING FLOW METER TRANSMITTER INSIDE FRP PUMP ENCLOSURE.
4. PROVIDE FLOOR DRAIN WITH BLANK PLATE TO CAP AND SEAL.
5. COORDINATE PLUMBING STUB LOCATIONS WITH OWNER.
6. PROVIDE COPPER WATER SERVICE STUB UP WITH CAP (12" ABOVE SLAB) FROM CORPORATION STOP CONNECTION TO EXISTING WATER LINE. COORDINATE FINAL LOCATION WITH OWNER.
INTERIOR PLAN SCALE: 1/4"=1'-0"
TOP PLAN SCALE: 1/4"=1'-0"
TYPICAL PLUMBING STUB DETAIL NO SCALE-
3
89-10798-G001-Layout1
89-10798-G002-Layout1
89-10798-ES001-Layout1
89-10798-ES002-Layout1
89-10798-ES003-Layout1
89-10798-C001-Layout1
89-10798-C002-Layout1
89-10798-C003-Layout1
89-10798-C004-Layout1
89-10798-S001-Layout1
89-10798-S002-Layout1
89-10798-M001-Layout1
89-10798-E001
89-10798-E002
