Original Size 89-10798-G001 - BidNet

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

AS NOTED

1

1240 North Mountain Road

Harrisburg PA 17112 USA

T 1 717 541 0622 F 1 717 441 0161

E [email protected] W www.ghd.com

This Drawing shall not be used

for Construction unless Signed

and Sealed For Construction

Check

Drafting

DateDrawnRevisionNo

Original Size

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)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

NOT TO SCALELOCATION MAPPROJECT SITE

NOT TO SCALE

VICINITY MAP SITE ADDRESS

15205 BUCHANAN TRAIL EASTBLUE RIDGE SUMMIT, WASHINGTON TOWNSHIP,FRANKLIN CO., PA 17214

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICEFOR 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 LINEPROTECTION ACT, PA ACT 287 OF 1974, AS AMENDED BY ACT 121 OF 2008, 73 P.S. § 176 ET SEQ., FOR NOTIFICATION OF UTILITIESBEFORE EXCAVATION IN THE CONTRACT AREA. THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.

WEST PENN POWERC/O USIC9045 NORTH RIVER ROAD STE 300INDIANAPOLIS, IN 46240CONTACT: USIC LOCATING SERVICEPERSONNEL

VERIZON BUSINESS FORMERLY MCI2400 N GLENVILLERICHARDSON, TX 75082CONTACT: DEAN BOYERSEMAIL: [email protected]

WASHINGTON TOWNSHIP MUNICIPALAUTHORITY11102 BUCHANAN TRAIL EASTWAYNESBORO, PA 17268CONTACT: MANAGEREMAIL: [email protected]

COMCAST CABLE COMMUNICATIONS INCC/O USIC LOCATING SERVICES INC13085 HAMILTON CROSSING BLVD STE 200CARMEL, IN 46032CONTACT: USIC OFFICE PERSONNEL

CENTURYLINK FORMERLY EMBARQ122 BALTIMORE STREETHANOVER, PA 17331CONTACT: LEO HILBERTEMAIL: [email protected]

WASHINGTON TOWNSHIP FRANKLIN CO13013 WELTY RDWAYNESBORO, PA 17268CONTACT: MICHAEL CHRISTOPHEREMAIL: [email protected]

WAYNESBORO BOROUGH / WAYNESBOROBOROUGH AUTHORITY57 E MAIN STPO BOX 310WAYNESBORO, PA 17268CONTACT: KEVIN GRUBBSEMAIL: [email protected]

INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:

UNDERGROUND UTILITIES ACT:

PROJECT SITE

SCOTT CROSSWELL

Jan 8, 2016

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

AS NOTED

2



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

DRAWING INDEXNO. DRAWING

NO. DESCRIPTION

1 G001 COVERSHEET

2 G002 DRAWING INDEX, GENERAL NOTES & LEGEND

3 ES001 EROSION AND SEDIMENTATION CONTROL NOTES

4 ES002 EROSION AND SEDIMENTATION CONTROL DETAILS

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

10 S001 PUMP STATION - GENERAL NOTES AND DETAILS

11 S002 PUMP STATION - PLANS, SECTION AND DETAILS

12 M001 PUMP STATION - PLANS, SECTION AND DETAILS

13 E001 ELECTRICAL SITE PLAN AND SINGLE LINE DIAGRAM

14 E002 ELECTRICAL DETAILS AND INTERCONNECTION DIAGRAM

DOUBLE LINE SINGLE LINE

90° BEND

45° BEND

TEE

LATERAL WYE

REDUCER

ROTAMETER

UNION

PRESSURE REDUCING VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

Y STRAINER

CALIBRATION COLUMN

PRESSURE GAUGE

PULSATION DAMPENER

FLEXIBLE TUBING

VACUUM REGULATOR

MOTOR OPERATOR

POLYMER FLOW METER

QUICK CONNECT (FEMALE)

REDUCER

NEW GRAPHICS; EQUIPMENT, STRUCTURES, ETC., ARESHOWN AS BOLD LINEWORK AND IN THIS TEXT FORMAT.

AS001

SECTION LETTERDRAWING NUMBER(INDICATES DRAWING WHERESECTION IS DRAWN IF SHOWNON DIFFERENT SHEET)

AS001

SECTIONAS001 1/4"=1'-0"SCALE :

1S001

DETAIL1S001 1/4"=1'-0"SCALE :

WIDE SECTION

SHORT SECTION

SECTION LETTER

DRAWING NUMBER(INDICATES DRAWING WHERESECTION IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

DETAIL NUMBERDRAWING NUMBER

(INDICATES DRAWING WHERESECTION IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

DETAIL NUMBER

DRAWING NUMBER(INDICATES DRAWING WHERESECTION IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

1S001

DEPICTION BOUNDARY

T

F

PI

SOLENOID OPERATOR

PNEUMATIC OPERATOR

TEMPERATURE GAUGE

FLOW CONTROL VALVE

FLOW METER

COALESCING FILTER

SCHEMATIC SYMBOLS LEGENDGENERAL LEGEND

TYPICAL SECTION MARKS (FOR PLANS)

TYPICAL SECTION SUB-TITLE (FOR SECTIONS)

TYPICAL DETAIL MARKS

TYPICAL DETAILING

PROCESS FLOW DIRECTION

PLUG VALVE

GATE VALVE

PIPING LEGEND

ORDETAIL NAME

PLUG VALVE

GATE VALVE

VALVE

WELDED JOINT (FOR STEEL/STAINLESSSTEEL PIPE AND FITTINGS)

ULTRASONIC LEVEL SENSOR

RUPTURE DISK

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 SHALLFIELD VERIFY AND COORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS, ASREQUIRED, PRIOR TO ORDERING NEW EQUIPMENT.

3. ALL CONTRACTORS ARE TO FOLLOW APPROPRIATE BEST MANAGEMENT PRACTICES AS OUTLINED ONTHE EROSION AND SEDIMENTATION CONTROL PLAN.

4. CONTRACTOR SHALL COORDINATE ALL PIPING AND OTHER CONNECTIONS WITH APPROVEDEQUIPMENT SHOP DRAWINGS.

5. TOPOGRAPHY IS BASED ON SUBDIVISION DRAWING PROVIDED BY R. LEE ROYER & ASSOCIATES, 10764BUCHANAN 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 ADDITIONALAFF ABOVE FINISHED FLOORADJ ADJUSTABLEAGGR AGGREGATEALLOW ALLOWANCEALT ALTERNATEALUM ALUMINUMARCH ARCHITECT OR ARCHITECTURALASSY ASSEMBLYAPPROX APPROXIMATE

BLDG BUILDINGBLK BLOCKBOT or B BOTTOM

CF CUBIC FEETCFM CUBIC FEET PER MINUTECI CAST IRONCIP CAST IRON PIPECMP CORRUGATED METAL PIPECO CLEANOUTCONN CONNECTIONCY CUBIC YARDCL CLEAR℄ CENTER LINECONC CONCRETECONT CONTINUOUSCPVC CHLORINATED POLYVINYL CHLORIDECL JT CONTROL JOINT

DL DEAD LOADDIA, Ø DIAMETERDIP DUCTILE IRON PIPEDWL DOWEL

EF EACH FACEEA EACHEL or ELEV ELEVATIONELEC ELECTRICEQ EQUALEX, EXIST EXISTINGEXT EXTERIOR

FF FAR FACE/ FINISHED FLOORFM FORCE MAINFLR FLOORFT FEETFTG FOOTING

G NATURAL GASGPM GALLONS PER MINUTEGA GAUGEGAL GALLONGALV GALVANIZED

HDPE HIGH-DENSITY POLYURETHYLENEHWL HIGH WATER LEVELHP HORSEPOWER

ID INSIDE DIAMETERIF INSIDE FACEINV INVERTI/O INPUT / OUTPUT

LF LINEAR FEETLL LIVE LOADLWL LOW WATER LEVEL

M MOTORMGD MILLION GALLONS PER DAYMH MANHOLEMJ MECHANICAL JOINTMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUS

NPT NATIONAL PIPE THREADNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOPNG OPENING

PRV PRESSURE RELIEF VALVEPSI POUNDS PER SQUARE INCHPVC POLYVINYL CHLORIDEPOLY / PE POLYETHYLENE⅊ PLATE, PROPERTY LINE

R RADIUSREINF REINFORCINGREQD REQUIRED

SF SQUARE FOOTSS STAINLESS STEELSCH SCHEDULESPEC SPECIFICATIONSQ SQUARESTL STEELSTD STANDARDSYM SYMBOL

TEL TELEPHONETEMP TEMPERATURETYP TYPICAL

UV ULTRAVIOLET

W WATERWL WATER LEVELW/O WITHOUTWWF 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

NO SCALE

3



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

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 PIPEPLACEMENT AND BACKFILLING THAT CAN BE COMPLETED IN THE SAME DAY. ANY AND ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED USINGTEMPORARY 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. MAINTENANCEMUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIALMAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMEDIMMEDIATELY. IF EROSION AND SEDIMENT BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS TO THOSE INSTALLED WILL BEREQUIRED.

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 BEMAINTAINED ON THE SITE AND BE MADE AVAILABLE TO THE FRANKLIN COUNTY CONSERVATION DISTRICT OR OTHER REGULATORY AGENCY OFFICIALS AT THETIME 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 OFTHOSE BMPS. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZE OR UNTIL THAT ARE REPLACED BYANOTHER 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 IMMEDIATELYSTABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED INEACH 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 DISTURBANCEACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION ANDSEDIMENTATION 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 ADENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHERMOVEMENTS.

3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALLEXPOSED 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 TOPLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPESSHALL 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 ACONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED SOILS SHOULD BE SCARIFIED 6 TO 12INCHES 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 YEARMUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINAL GRADE ORWHICH 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 DISTURBEDAREAS 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 PROVIDEADEQUATE EROSION AND SEDIMENTATION CONTROL FOR THESE AREAS AND IS REQUIRED TO PROVIDE THE FRANKLIN COUNTY CONSERVATION DISTRICT WITH ANEROSION 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 ANDTHE 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 ANAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS AND, IFREQUIRED BY THE SIZE OF THE AREA, AN NPDES PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE FRANKLIN COUNTYCONSERVATION 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. SEEDINGRATE 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 CHEWINGSFESCUE 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 LIMINGCOMMERCIAL 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 RATETO BE 1 TON / ACRE.

PERMANENT SEEDING FERTILIZER TO BE 10-10-20 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 1000 LB/ACRE; AGRICULTURAL LIMESTONE RATETO BE 6 TONS / ACRE.

4. MULCHINGMULCH MATERIAL, MULCH BINDERS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 805 AND WITH THEPA 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 DONEBY “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 INLONG STRANDS, NOT CHOPPED OR FINELY BROKEN. MULCH ON SLOPE OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. IF MULCH CONTROLNETTING IS USED, IT IS TO BE STAPLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. BINDER RATE TO BE 160 LBS/1,000 SQ. YD. FOR RECYCLEDCELLULOSE BINDER.

MULCHING WITHOUT SEEDING IS TO BE USED AS AN INTERIM STABILIZATION CONTROL DURING NON-GROWING SEASONS OF THE YEAR.

5. TOPSOILA 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% PARTIALLYDEPTH TO SATURATED ZONE, EASILY ERODIBLE, CUTBANKSCAVE, 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 INVITEALL CONTRACTORS, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICES, THE E&S PLAN PREPARER, AND A REPRESENTATIVE OF THE FRANKLIN COUNTYCONSERVATION 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 SEEDINGAND FERTILIZING SECTION.

10. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUTE SLOPES IN COMPETENT BEDROCK AND ROCKFILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF S A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BEBLANKETED 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 SHALLCONTACT THE FRANKLIN COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO THE REMOVAL / CONVERSION OF THE E&S BMP'S. AREAS DISTURBEDDURING 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) MUSTBE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE FRANKLIN COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVEDPLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE DISTRICT MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL ATITS DISCRETION.

2. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THECONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENTPOLLUTION 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 SEDIMENTREMOVAL 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 TOTAKE CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEINGINSTITUTED 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 INMISDEMEANOR 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 WASTEMANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1., AND 287.1 ET SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALSSHALL 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 APPROVEDAND FULLY IMPLEMENTED EROSION AND SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE OR FEDERALREGULATIONS.

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 OTHERWASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISEAUTHORIZED. (THE TERM “USED ASPHALT” DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE).

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 THEORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BYTHE 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, ELECTRONICDATA 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 DILIGENCEUNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL ORRELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TODETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY “MANAGEMENTOF CLEAN FILL.”

11. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINALCROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THISPLAN 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 WORKDAY 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:

WHERE FEASIBLE, WASTE MATERIALS ARE TO BE RECYCLED.

RECEIVING STREAM NAME/CHAPTER 93 CLASSIFICATION:

RED RUN: CWF, MFMINEY BRANCH: CWF, MF

50' MIN.

3FT.

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

MIN 8" AASHTO #1

MOUNTABLEBERM (6 IN. MIN.)*

10'

MIN.

10'

MIN.

20'

MIN.

PROFILE

PLAN VIEW

NOTES:

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULLWIDTH OF ENTRANCE.

2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERINGROCK CONSTRUCTION ENTRANCE.

3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPECOVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZEDAPPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THESPECIFIED 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 THECONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ONROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITIONIS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTOROADWAY 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 - 8.5MOISTURE CONTENT 30% - 60%

PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVESOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM

FLOW

FLOW

SECTION VIEW

PLAN VIEW

102

101

100

COMPOST FILTER SOCK

NOTES:

BLOWN/ PLACED FILTER MEDIA

DISTURBED AREAUNDISTURBED AREA

DISTURBED AREA

2 IN. x 2 IN. WOODEN STAKESPLACED 10 FT ON CENTER

Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPEMulti-filamentPolypropylene

(MFPP)

Heavy DutyMulti-filamentPolypropylene

(HDMFPP)

MaterialCharacteristics

Photo-degradable

Photo-degradable

Biodegradable Photo-degradable

Photo-degradable

SockDiameters

12"18"

12"18"24"32"

12"18"24"32"

12"18"24"32"

12"18"24"32"

Mesh Opening 3/8" 3/8" 3/8" 3/8" 1/8"Tensile

Strength 26 psi 26 psi 44 psi 202 psi

UltravioletStability %

OriginalStrength

(ASTM G-155)

23% at 1000 hr. 23% at 1000 hr. 100% at 1000hr.

100% at 1000hr.

MinimumFunctionalLongevity

6 months 9 months 6 months 1 year 2 years

Two-ply systems

Inner Containment Netting

HDPE biaxial netContinuously wound

Fusion-welded junctures3/4" x 3/4" Max. aperture size

Outer Filtration Mesh

Composite Polypropylene Fabric(Woven layer and non-woven fleece

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 4.1COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TABLE 4.2COMPOST STANDARDS

EXISTINGCONTOURS

2 IN. x 2 IN. WOODEN STAKESPLACED 10 FT ON CENTER

UNDISTURBED AREACOMPOSTFILTER SOCK

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROLMANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSIONCONTROL MANUAL.

2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THESOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCKALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ONFIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SOSPECIFIED BY THE MANUFACTURE. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOSTFILTER SOCKS.

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUNDHEIGHT 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 SOCKSSHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACEDWITHIN 24 HOURS OF INSPECTION.

5. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLESOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TOMANUFACTURER’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, THEMESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

12 IN

.MI

N.

COMPOST FILTER SOCK DETAIL #4-1

FILTER BAG

WELL VEGETATED, GRASSY AREA

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSEPUMP

DISCHARGE HOSECLAMPS

CLAMPSDISCHARGE HOSE

PUMP INTAKE HOSE

HEAVY DUTY LIFTING STRAPS(RECOMMENDED)

PLAN VIEW

ELEVATION VIEWNOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLESTITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGSSHALL 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 OFSEDIMENT. 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 BAGSCOME 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 ANDFLOW 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 SLOPESEXCEEDING 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 THISPURPOSE.

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 STANDARDAVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN

GRAB TENSILE ASTM D-4632 205 LBPUNCTURE ASTM D-4833 110 LB

MULLEN BURST ASTM D-3786 350 PSIUV RESISTANCE ASTM D-4355 70%AOS % RETAINED ASTM D-4751 80 SIEVE


89-10798-ES002

AJSEDC

MRW

NO SCALE

4



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

STANDARD CONSTRUCTION DETAIL #3-1ROCK CONSTRUCTION ENTRANCE

NO SCALE

STANDARD CONSTRUCTION DETAIL #4-1COMPOST FILTER SOCK

NO SCALE

PUMPED WATER FILTER BAG DETAILNO SCALE


89-10798-ES003

AJSEC

MRW

AS NOTED

5



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

0 20'

SCALE 1"=10' AT ORIGINAL SIZE

15105

SITE PLANSCALE: 1'=10'

LEGEND

EXISTING CONTOUR - MAJOR

EXISTING CONTOUR - MINOR

EXISTING SEWER - UNDERGROUND

EXISTING WATER LINE - UNDERGROUND

EXISTING ELECTRIC - UNDERGROUND

EXISTING TREELINE

EXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING GRAVEL DRIVE

SOILTYPE BOUNDARY

SOILTYPE

PIPE - UNDERGROUND

COMPOST FILTER SOCK

LIMIT OF DISTURBANCE

S S

W W

E E

Uu

CFS CFS

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

AS NOTED

6



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

0 20'


15105


LEGEND






EXISTING TREELINE




ITEM TO BE DEMOLISHED

S S

W W

E E

NOTES:1. THIS DRAWING HAS BEEN PREPARED TO PROVIDE THE

CONTRACTOR WITH A GENERAL SCOPE OF DEMOLITION WORKTO BE REQUIRED. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO FIELD VERIFY ALL ITEMS THAT MAYEFFECT DEMOLITION COSTS INCLUDING BUT NOT LIMITED TOEXACT EQUIPMENT AND PIPING LOCATIONS, ACTUALEQUIPMENT AND PIPING SIZES, AND ALL INCIDENTALEQUIPMENT OR PIPING NOT SHOWN BUT PART OF THEEQUIPMENT INDICATED TO BE REMOVED OR EFFECTINGREMOVAL PROCESS.

2. PIPING TO BE REMOVED OR ABANDONED AS REQUIRED FORINSTALLATION OF PUMP STATION UPGRADES.

3. VAULT TO BE REMOVED TO A DEPTH OF 4' BELOW GRADE(MINIMUM). CONTRACTOR TO CORE OR CREATEGROUNDWATER DRAIN HOLES NEAR BOTTOM OF STRUCTURE.BACK FILL WITH SUITABLE MATERIALS AND ABANDON.

4. REMOVE EXISTING DOPPLER FLOW METER AND TRANSMITTERAND REINSTALL TO NEW PUMP DISCHARGE PIPING.

MATERIALS KEYING LEGEND

01732: SELECTIVE DEMOLITION.A TO BE REMOVED


89-10798-C002

PJLEC

MRW

AS NOTED

7



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

0 20'


15105


LEGEND






EXISTING TREELINE




PIPE - UNDERGROUND

PAVING

S S

W W

E E

NOTES:1. CONNECT TO RECENTLY INSTALLED 8" PVC FORCEMAIN.

2. CONNECT 3 4" COPPER WATER LINE TO EXISTING SERVICE PIPEWITH CORPORATION STOP


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"

10"

1 12 "

ALUMINUMMANHOLE STEP

3/4

12" / FT.

SPACED ON12" CENTERS(TYP)

5'-0"5" MIN.(TYP)

PRECAST REINFORCED CONCRETEBASE WITH RISER SECTION -CHANNEL FORMED ON JOB WITHCONCRETE - HOLES FOR PIPE CASTWITH RUBBER GASKET TO SUITJOB CONDITIONS

NO. 8 OR NO. 57 COARSEAGGREGATE, TAMPED

O.D.

#4 @ 6" E.W.

2 - #4 TYP.24"

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"VA

RIES

6"

MIN.

4'-6

" CLE

AR

ALUMINUM MANHOLESTEPS 31

2" MIN. TO 4"MAX EMBEDMENT

6" MIN.

2- #4 TYP.

R= 1'-0"

4'-0", 5'-0", 6'-0"

SPACED ON12" CENTERS

(TYP)

PRECAST REINFORCED CONCRETEBASE WITH RISER SECTION

JOINTS SEALED WATERTIGHT(SEE MANHOLE GASKET DETAIL)

MANHOLE STEPS31

2" MIN. TO 4" MAX EMBEDMENT

SET TO FINAL WEARING COURSE GRADEAND SLOPE AS DIRECTED, OR SET TOFINISH GRADE IN UNPAVED AREAS

FRAME AND LEVELING RINGS (ONLYIF APPROVED) SEALED WATERTIGHT(SEE LEVELING RINGS AND BOLTEDFRAME DETAIL)

5'-0"MAX.

35 8"

5" MIN.(TYP)

SECTION

NO. 8 OR N0. 57 COARSEAGGREGATE, TAMPED

PIPE CONNECTION MADEWITH RUBBER GASKET.(SEE MANHOLE PIPEGASKETS DETAIL)

THREADED INSERT CASTINTO TOP SECTION

2'-0"

PLAN

4" MIN. 3 4" DIA. STAINLESS STEELSTUD, WASHER AND NUT COATEDWITH ONE COAT OF STANDARDASPHALT AFTER INSTALLATION

6" M

IN.

VARI

ESVA

RIES

3'-0"

MIN

.

6" MIN.

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 FORANTI-FLOATATION REQUIREMENTS.

5. MANHOLE FRAMES SHALL BE SET WITH PREFORMED PLASTICGASKET (RUB-R-NEK) PRIOR TO RESTORATION TO PREVENTFILTRATION.

SECTION

PLANMATCH PAVEMENT/GRADE ANDSLOPE AS DIRECTED

FRAME AND LEVELING RINGS (ONLYIF APPROVED) SEALED WATERTIGHT(SEE LEVELING RINGS AND BOLTEDFRAME DETAIL)

18" MAX. TO STOP STEP

MANHOLE STEPS31

2" MIN. 4" MAX EMBEDMENT

6" M

IN.

VARI

ESVA

RIES

3'-0"

MIN

.

THREADED INSERT CASTINTO TOP SECTION

2'-0"

4'-0", 5'-0", 6'-0"5" MIN.(TYP)

4" MIN. 3 4" DIA. STAINLESS STEELSTUD, WASHER AND NUT COATEDWITH ONE COAT OF STANDARDASPHALT AFTER INSTALLATION

6" MIN.

PRECAST REINFORCED CONCRETEBASE WITH RISER SECTION

JOINTS SEALED WATERTIGHT(SEE MANHOLE GASKET DETAIL)

NO. 8 OR N0. 57 COARSEAGGREGATE, TAMPED

CONCRETECHANNEL

R= 1'-0"

SPACED ON12" CENTERS

(TYP)

3/4 O.D.

12" / FT.

PREFORMEDFLEXIBLE PLASTICJOINT SEALANT

TONGUE

GROOVE

SECTION

SECTION

SECTION

PLAN

PLANNOTES:AFTER PIPE-TO-MANHOLE INSTALLATION, SEALANNULAR SPACE AROUND PIPE, INSIDE ANDOUTSIDE OF MANHOLE WITH POLYURETHANESEALING COMPOUNT.(TYP OF ALL CONNECTIONS)

TYPE 1RUBBER GASKET CAST INTO

PRECAST PIPE OPENINGS

TYPE 2RUBBER GASKET COMPRESSION

RING INSERT FORPRECAST PIPE OPENINGS

END VIEW

END VIEW

GASKETRUBBERWEDGE

PIPE

MANHOLE

GASKET

PIPE

MANHOLE

34" DIA. STAINLESS STEEL

STUD WITH NUT AND WASHER:4" MIN. (4 BOLTS REQUIRED)

WHOLE PRECAST CONCRETE LEVELINGRING - FULL WIDTH TO OUTSIDE OFCASTING (VARIED THICKNESS)RUBBER ADJUSTMENT RISERS ARE NOTPERMITTED)

2" MAXIMUM ALLOWABLELEVELING RING ADJUSTMENT

THREADED INSERTCAST INTO TOP SECTION

DOUBLE APPLICATIONOF PRE-FORMED FLEXIBLEPLASTIC JOINT SEALANT

SECTIONNOTES:1. ALL NON-SHRINK, NON-METALLIC GROUT SHALL BE TROWELLED

SMOOTH.

2. LEVELING AND/OR GRADE RINGS ARE NOT PREMITTED UNLESSAUTHORIZED BY THE ENGINEER. IN LIEU OF LEVELING/GRADE RINGS,PROVIDE "POURED CONCRETE ADJUSTMENT RISER".


89-10798-C003

PJLEC

MRW

AS NOTED

8



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

PRECAST CONCRETE MANHOLEWITH PRECAST CONCRETE BASE

NO SCALE

PRECAST CONCRETE SHALLOW MANHOLEWITH PRECAST CONCRETE BASE

NO SCALE

MANHOLE GASKETNO SCALE

MANHOLE PIPE GASKET DETAILNO SCALE

LEVELING RINGS AND BOLTED FRAME DETAILNO SCALE

TYPICAL PLAN OFMANHOLE CHANNELS

NO SCALE

VALVE BOX(ADJUSTABLE THREE-PIECE)

12" x 12" X 4" THICK CONCRETE BLOCKFLUSH WITH GRADE

NOTES:1. VALVE BOXES AND RISERS TO BE AS MANUFACTURED BY:

a. BINGHAM AND TAYLORb. BIBB-STE-CROIX FOUNDRIES ORc. APPROVED EQUAL

PVC SLEEVE


89-10798-C004

PJLEC

MRW

AS NOTED

9



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

HEAVY DUTY SELF SEALINGMANHOLE FRAME AND COVER DETAIL

NO SCALE

TRENCH DETAILNO SCALE

VALVE BOX WITH STEM DETAILNO SCALE

PAVING NOTCH DETAILNO SCALE

SUPERAVE ASPHAST MIXTUREDESIGN, HMA BASE COARSE,PG 64-62, 0.3 MILLION TO <3 MILLIONESALS, 25MM, 5" DEPTH

6" 2A SUBBASE

0'-1"LIMIT OF MILLING

SAW CUT EXISTING PAVING

112" 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

PLAN

PLAN MANHOLE FRAME DETAIL

SECTION

NOTE: MANUFACTURER: EAST JORDAN IRON WORKS, FRAME: 1835Z1, COVER: 183565

PICKBAR DETAILSECTION

PICKHOLE DETAIL

2518"

24116"

3112"

2578"

2112"

12"

1 2"

38"

71 16"3"

(4) 7 8" DIAM. HOLES ON28" DIA. BOLT CIRCLE

2" LETTERS(RAISED LETTERS)

(2) CLOSED PICKHOLES

(2) PICKBARS

11 2"

2334"

14" DIA. NEOPRENE

GASKET 112" SPH. R.

3" DIA.

5 8"

214"

138"

1"7 16

"

1 4"

3"

O.D.

STRUCTURAL BACKFILLCOMPACTED TO 95% MIN.COMPACTION PERASTM D-698(STD.)

DETECTABLEWARNING TAPE

6" TOPSOIL ORSEE PAVING DETAILFINISH GRADE

TRENCH WALL SHALLBE MAINTAINED ASVERTICAL OR LAID BACK

UNDISTURBED SUBGRADE PIPEAASHTO NO. 8AGGREGATE BEDDING

4' MI

NIMU

M - D

EPTH

VAR

IES

6" M

IN.

6" MIN.

2' MI

N.

6"

TO D

ETEC

TION

TAP

E

MIN.6"

MIN.O.D.

ASPHALT PAVING DETAILNO SCALE

SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING, PG64-22,0.3 MILLION TO < 3 MILLION ESALS12.55MM, 11

2" DEPTH, SRL-L

SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COARSE, PG64-22,0.3 MILLION TO <3 MILLION ESALS12.5MM, 5" DEPTH

6" 2A SUBBASE

112"

90° HOOK

LAP

SPLIC

E(U

NO)

90° H

OOK

90° HOOK

LAP

SPLIC

E(U

NO)

90° H

OOK

SLABTHICKNESS

14" - 03300.C

14" x 14" - 03300.E

4" - 03300.B03300.A

6" - 02300.A

6'-0"

6'-0"

5'-0"NOTE 1

4'-0"

MIN

.

158" UNI-STRUT

(MIN OR EQUAL)

POST BASE(2-BOLT)

158" UNI-STRUT

(MIN OR EQUAL)

ADJUSTABLEBRACE FITTING

14" ALUMINUM

BACK PLATE

NOTE:

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

AS NOTED

10



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

A. Reinforced concrete design follows ACI 318-08 except for liquid containment structures which aredesigned in accordance with ACI 350-06, "Code Requirements for Environmental EngineeringConcrete Structures and Commentary."

B. Unless noted otherwise, all concrete shown is structural concrete with a 4500 psi 28-daycompressive 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 ConcreteReinforcement," (ACI 315-99).

E. Unless otherwise shown, all reinforcing steel shall be provided with minimum concrete cover asfollows: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 unlessotherwise indicated on the drawings.

G. Any revisions to joint placement, pour sequencing or reinforcing splices must be submitted to theengineer for review and approval prior to submittal of reinforcing steel shop drawings.

H. Cure concrete at a minimum temperature of 50° F for seven days, following the criteria of ACI308-R01.

I. Concrete surfaces shall be finished per Section 03300 of the specification.

J. Chamfer exposed concrete edges 34" x 3 4" unless otherwise noted.

K. Equipment pad dimensions, housekeeping pad dimensions and openings for hatches, ducts andpipes must be coordinated with approved equipment shop drawings, and with the requirementsshown on other drawings, this project set.

L. The contractor is responsible for maintaining stability and preventing floatation of structures duringall phases of construction.

GENERAL CONCRETE CONSTRUCTION NOTES

CONCRETE CONSTRUCTION NOTESNO SCALE-

1

BAR SIZEMIN LAP SPLICE LENGTH

(INCHES)MIN EMBEDMENT LENGTH

(INCHES)

TOP BARS OTHER BARS TOP BARS OTHER BARS

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:

SPLICE AND EMBEDMENT CHARTNO SCALE-

2

CORNER WALLREINFORCEMENT DETAIL3

- NO SCALE

ISOLATION JOINT DETAILNO SCALE-

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 DETAILNO SCALE-

5

21'-8

"

1'-0"

19'-8

"1'-

0"

1'-0"

17'-8

"1'-

0"

18'-0"

1'-0"16'-0"1'-0"

1'-0" 14'-0" 1'-0"

7'-0"9'-0"

C PRECASTWET WELL03410.A

L

A-

A-

#5 @ 12"(TYP)

#5 @ 12"(TYP)

#5 @ 12"(TYP)

NOTE

2(T

YP)

1'-0"(TYP)

19'-8

"

16'-0"

C PRECASTWET WELL03410.A

L

FF EL 1276.50

1-

ISOLATIONJOINT

A-

A-

C 6"Ø PIPE STUB(NOTE 1)L




03410.B

EL 1276.50 EL 1276.50

EL 1273.00

2" CLR#5 @ 12"T & B

1'-0"

3" CLR #5 @ 12" EF

3'-0"

#5 @ 12"T & B

1'-0"(TYP)

19'-8"

1'-0"18'-8"

C PRECAST WET WELL03410.AL

4S001

ISOLATIONJOINT

1-

4" - 03300.B03300.A

6" - 02300.A

9"

(NOTE 3)

6" - 02300.A

PRECASTWET WELL03410.A

#5 @ 12"(TYP)

PLAN

PRECAST WET WELL03410.A

LIMIT

S OF

STR

IPFO

OTIN

G AB

OVE

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

AS NOTED

11



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

0 2'-0"

SCALE 3/8"=1'-0" AT ORIGINAL SIZE

4'-0" 6'-0"

TOP PLANSCALE: 3/8"=1'-0"

FOUNDATION PLANSCALE: 3/8"=1'-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 OFSTRIP FOOTING PIER.

SECTIONA- 3/8" = 1'-0"SCALE :

STRIP FOOTING PIER DETAILSCALE : 3/8" = 1'-0"-

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.A11310.D

11310.E

EL 1276.50

13100.E, 6"13100.D, 6"02300.A, 6"

NOTE 1

02700.B

02300.A, 6"

11331.D

CONCRETE FILL

INV EL 1265.00

11331.ANOTE 2

11331.C

11331.B

03410.A

11310.B(TYP)

13100.B(TYP)

13100.C(TYP)

LOW LEVEL ALARM EL 1258.50PUMP OFF EL 1259.50

PUMP ON EL 1261.50

HIGH LEVEL ALARM EL 1265.00

BUBBLER BELL2-

1-

EL 1256.50

EL 1264.50

13100.A, 6"

02605.A, 6'(ROTATED FOR CLARITY)

CONCRETE PAD

NOTE 3

A-

A-

02700.C

02700.D6"X8"

02700.E, 8"

02700.A, 6"FORCEMAIN

02700.A, 8"

02700.A, 8"

02700.B

02605.A, 6'

11331.A

NOTE 1

CONCRETEPAD ABOVE

WET WELL ℄

2'-0"

13100.F, 4"

13100.F, 3"

A-

A-

19'-8

"

16'-0"

02700.C

02700.D6"X8"

11310.A

02700.E, 8"

02700.A, 6"FORCEMAIN

11310.C

11310.D

03410.B 03410.A

CONCRETE PAD

02700.A, 8"

02700.A, 8"

02700.B

02605.A, 6'

NOTE 1

6" M

IN.

WET WELL ℄

2'-0"

11331.E

11310.B

NOTE 3

NOTE 3

13100,F, 4"NOTE 5

3-

13100,F, 3"NOTE 5

3-

13100.GNOTE 4

13100.F, 4"

13100.F, 3"

7'-0"

13100.HNOTE 6

02700.F, 3 4"

STAINLESS STEELU-BOLT WITHSTAINLESS STEELUNI-STRUT BRACE

12" SCH. 80 PVC

BUBBLER LINE

2" SCH. 80 PVC

38" STAINLESS

STEEL BOLT

14" THICK STAINLESS

STEEL BENT PLATE

38" X 3" STAINLESS

STEEL ANCHOR BOLTS

3'-0"

MAX

WET WELL BOTTOM

10"

PIPE SUPPORT

2" SCH. 80 PVC CAP

12"

GROMMET(TYP)

STAINLESS STEELMOUNTING BRACKETTYRAP(TYP)

316" STAINLESS

STEEL CHAIN

WEIGHT(TYP)

WEIGHT

CABLE BY FLOATMANUFACTURER(TYP)

FLOATSWITCH(TYP)

WET WELL

PVC STUB

PVC CAP

12"

12"

MIN.

CONCRETE PAD

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

AS NOTED

12



T 1 717 541 0622 F 1 717 441 0161





Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design



(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Contract No.

Sht of

SCOTT CROSSWELL

Jan 8, 2016

14

0

1798.4005

0 2'-0" 8'-0"

SCALE 1/4"=1'-0" AT ORIGINAL SIZE

4'-0" 6'-0"

SECTIONA- 1/4"=1'-0"SCALE:

BUBBLER BELL DETAILNO SCALE-

2

13100.B(TYP)

LEVEL FLOAT DETAILNO SCALE-

1


02300: EARTHWORK.A AGGREGATE SUB-BASE

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 CUTTERIS AT INFLUENT PIPE CENTERLINE AS RECOMMENDED BYGRINDER MANUFACTURER.

3. REINSTALL EXISTING DOPPLER FLOW METER TO PUMPDISCHARGE PIPING. MOUNT EXISTING FLOW METERTRANSMITTER 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 TOEXISTING WATER LINE. COORDINATE FINAL LOCATION WITHOWNER.

INTERIOR PLANSCALE: 1/4"=1'-0"

TOP PLANSCALE: 1/4"=1'-0"

TYPICAL PLUMBING STUB DETAILNO SCALE-

3

Original Size 89-10798-G001 - BidNet

Documents

Transcript of Original Size 89-10798-G001 - BidNet