2-150 Exihibit G continued - Design Plans 100% BJWSA Penn Center Water Relocations.pdf

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PROJECT TITLE SHEET C-100

C-101

C-102KEY MAP AND PROJECT OVERVIEW

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C-201

C-202

C-203

C-204

C-205

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C-300SEDIMENT & EROSION CONTROL DETAILS

C-301SEDIMENT & EROSION CONTROL DETAILS

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CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

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NOTES AND LEGEND

C-206EASEMENT PLAN

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WATER MAIN PLAN AND PROFILE

WATER MAIN PLAN AND PROFILE

WATER MAIN PLAN AND PROFILE

WATER MAIN PLAN AND PROFILE

WATER MAIN PLAN AND PROFILE

WATER MAIN PLAN AND PROFILE

CIP-2411

WATER REPLACEMENT PROJECT

PENN CENTER

BEAUFORT-JASPER WATER AND SEWER AUTHORITY

SHEET INDEX:

PROJECT AREA

PROJECT AREA

PIN: R300 016 000 0094 0000

PIN: R300 016 000 0094 0000

PIN: R300 016 000 0455 0000

NAVD88

VERTICAL DATUM:

NAD83-2011

HORIZONTAL DATUM:

W80° 34' 35"

N32° 23' 18"

GPS COORDINATE:

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C-207SEDIMENT AND EROSION CONTROL PLAN

100% DESIGN PLANS

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Docusign Envelope ID: 7BBF51A5-8289-4360-A958-AE3BC9EE6756

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THE RIGHT-OF-WAY. ALL TRAFFIC CONTROL PLANS SHALL CONFORM TO CURRENT MUTCD AND CURRENT SCDOT GUIDELINES AND SPECIFICATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A TRAFFIC CONTROL PLAN TO SCDOT FOR APPROVAL MINIMUM 48 HOURS PRIOR TO CONDUCTING WORK IN

WITH THE LOCAL AND/OR DISTRICT SCDOT ENGINEERING REPRESENTATIVE.

3. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CONSTRUCTION NOTIFICATION FORM (48 HOUR MINIMUM) AND COORDINATION OF ALL WORK WITHIN SCDOT RIGHTS-OF-WAY

2. CONTRACTOR TO REFER TO THE MOST CURRENT EDITION OF THE SCDOT STANDARD DRAWINGS.

1. CONTRACTOR SHALL REVIEW AND COMPLY WITH ALL CONDITIONS AND SPECIAL PROVISIONS CONTAINED IN THE SCDOT ENCROACHMENT PERMIT(S) ISSUED FOR THIS PROJECT.

WORK ON SCDOT RIGHT-OF-WAY:

L/P

AND WITH OPERATIONS OF EXISTING FACILITIES.

7. CONTRACTOR SHALL COORDINATE DEMOLITION, CLEARING AND CONSTRUCTION OF IMPROVEMENTS TO MINIMIZE INTERFERENCE WITH VEHICULAR AND PEDESTRIAN TRAFFIC

PROVIDE TRAFFIC CONTROL DEVICES, SIGNS AND FLAGMEN AS REQUIRED TO ENSURE PUBLIC SAFETY.

OF THE AGENCY HAVING JURISDICTION OVER THE ROADWAY. NOTIFY AGENCY HAVING JURISDICTION AT LEAST 5 DAYS BEFORE CLOSING ANY DRIVING LANES TO TRAFFIC.

6. AT LEAST ONE DRIVING LANE ON PUBLIC ROADS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. TRAFFIC LANES WILL ONLY BE CLOSED WITH THE EXPRESS WRITTEN CONSENT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

PROJECT SITE. DAMAGES TO EXISTING PAVEMENT DUE TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS OR IMPROPER TRANSPORTATION OF MATERIALS AND EQUIPMENT

5. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO WEIGHT LIMITS PRESCRIBED FOR ALL PUBLIC ROADS WHEN HAULING EQUIPMENT AND MATERIALS TO AND FROM THE

4. OFF-STREET PARKING FOR THE CONTRACTOR'S EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE MUST BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION.

3. HORIZONTAL DATUM IS IN THE SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83-2011), AND THE VERTICAL IS IN NAVD88.

NEAR THE CONSTRUCTION SITE.

MONDAY THRU FRIDAY AT LEAST THREE WORKING DAYS BEFORE COMMENCING CONSTRUCTION. REQUEST UNDERGROUND UTILITIES TO BE LOCATED AND MARKED WITHIN AND

UNDERGROUND LINES OR STRUCTURES MAY EXIST THAT ARE NOT SHOWN. CALL SOUTH CAROLINA 811 AT 811 OR 1-888-721-7877 BETWEEN THE HOURS OF 7:00 AM AND 7:00 PM

2. APPROXIMATE LOCATION OF CERTAIN EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES ARE SHOWN ON THE PLANS FOR INFORMATION ONLY. ADDITIONAL

1. BOUNDARY INFORMATION PROVIDED AND TREE/TOPOGRAPHIC SURVEY PERFORMED BY MEAD & HUNT.

GENERAL NOTES:

18. CONTRACTOR TO PROVIDE 18" OF SEPARATION BETWEEN TAPPING SADDLES FOR ALL WATER LATERALS.

17. GATE VALVES SHOWN FOR GRAPHICAL PURPOSES ONLY. CONTRACTOR TO PLACE ALL VALVES AT 18" FROM TEE. SEE BJWSA DETAIL G-15.

MECHANICAL RESTRAINTS.

MAINS MAY CONFLICT WITH OTHER UTILITIES, THE WATER MAIN CROSSING SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE, MECHANICAL JOINT 45-DEG. BENDS AND

16. ALL WATER MAINS SHALL BE INSTALLED WITH THIRTY-SIX INCHES (36") MINIMUM COVER (FROM FINISHED GRADE). MAXIMUM DEPTH SHALL BE FIVE FEET (5‘). WHERE WATER

UNDER THIS CONTRACT.

AUTHORIZATION TO CONNECT WILL BE GIVEN. COORDINATION OF TESTING, INSPECTION AND CONNECTIONS WITH THE BJWSA IS THE RESPONSIBILITY OF THE CONTRACTOR

BJWSA. ALL WATER IMPROVEMENTS UNDER THIS CONTRACT MUST BE CONSTRUCTED COMPLETE, TESTED, INSPECTED AND APPROVED BY THE BJWSA BEFORE ANY

15. THE CONTRACTOR UNDER THIS CONTRACT SHALL NOT MAKE ANY CONNECTIONS TO THE EXISTING WATER SYSTEMS UNLESS EXPRESSLY AUTHORIZED TO DO SO BY THE

14. PROVIDE VALVE AND PIPELINE MARKERS AS DETAILED AT MAINLINE VALVES AND BENDS 45° AND GREATER.

SURFACE FEATURES.

13. CONTRACTOR SHALL USE ALLOWABLE PIPE DEFLECTION AS NECESSARY TO AVOID EXCESSIVE USE OF FITTINGS AND AVOID CONFLICTS WITH EXISTING UTILITIES AND

OR CONCRETE DRIVEWAYS SHALL BE NEATLY SAWCUT PERPENDICULAR TO THE LENGTH OF THE DRIVEWAY AT THE PROPERTY LINE OR WHERE INDICATED.

12. ANY DRIVEWAYS THAT ARE REMOVED OR DAMAGED AS A RESULT OF CONSTRUCTION MUST BE REPLACED WITH THE SAME MATERIAL AS THE EXISTING DRIVEWAYS. ASPHALT

PAVEMENT SHALL BE NEATLY SAWCUT IN A STRAIGHT LINE.

TRAVEL LANE EXCEPT WHERE OTHERWISE INDICATED. WHERE PAVEMENT REPAIR IS NOT PARALLEL TO A TRAVEL LANE, IT SHALL EXTEND 5' BEYOND EDGE OF TRENCH. ALL

11. THE CONTRACTOR SHALL CUT AND PATCH EXISTING PAVEMENT AS REQUIRED FOR THE INSTALLATION OF UTILITY LINES. PAVEMENT REPAIR SHALL BE THE FULL WIDTH OF THE

EXISTING SEWER LINE, PLACE ONE FULL LENGTH OF DUCTILE IRON PIPE WATER LINE SO THAT THE JOINTS ARE AS FAR FROM THE POINT OF CROSSING AS POSSIBLE.

WATER LINE IS ABOVE OR BELOW THE SANITARY SEWER LINE. WHENEVER POSSIBLE, LOCATE THE WATER LINE ABOVE THE SEWER LINE. WHERE A NEW WATER LINE CROSSES AN

SEWER FORCE MAINS TO PROVIDE A MINIMUM VERTICAL SEPARATION OF 18-INCHES BETWEEN THE OUTSIDE SURFACES OF THE PIPES. THIS SHALL BE THE CASE WHETHER THE

B.CROSSINGS: UNLESS OTHERWISE SPECIFICALLY SHOWN IN A SPECIAL DETAIL ON THE PLANS, INSTALL WATER LINES CROSSING SANITARY SEWERS OR SANITARY

BE LAID AT LEAST 18 INCHES ABOVE AND 3 FEET HORIZONTALLY AND IN A SEPARATE TRENCH FROM ANY FORCE MAIN, SANITARY SEWER, OR SEWER MANHOLE.

PIPES. IF 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAIN AND ANY FORCE MAIN, SANITARY SEWER OR SEWER MANHOLE CAN NOT BE ACHIEVED, WATER MAINS SHALL

FROM ANY EXISTING SANITARY SEWER OR SANITARY SEWER FORCE MAIN, THE DISTANCE BEING MEASURED IN A HORIZONTAL PLANE BETWEEN THE OUTSIDE SURFACES OF THE

A. PARALLEL INSTALLATION: UNLESS OTHERWISE SPECIFICALLY SHOWN IN A SPECIAL DETAIL ON THE PLANS, INSTALL WATER MAINS AT LEAST 10-FT HORIZONTALLY

10. SEPARATION OF WATER MAINS AND SEWERS:

9. ALL WATER MAINS SHALL BE STERILIZED AND PRESSURE TESTED IN ACCORDANCE WITH BJWSA SPECIFICATIONS.

8. CONTRACTOR SHALL INSTALL MECHANICAL RESTRAINTS ON ALL BENDS, PLUGS AND TEES, 2" OR LARGER, ON WATERLINES.

7. INSTALLATION OF WATER LINES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE BJWSA STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.

6. PIPE, FITTINGS, VALVES AND APPURTENANCES FOR WATER LINES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS CONTAINED IN THE BJWSA TECHNICAL SPECIFICATIONS.

5. THE CONTRACTOR MUST NOTIFY BJWSA FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION, INSPECTION OR TESTING OF THE WATER DISTRIBUTION SYSTEM.

4. NOTIFY THE PROJECT ENGINEER, IF CONFLICTS WITH EXISTING STRUCTURES REQUIRE THAT PROPOSED UTILITIES BE RELOCATED.

RESPONSIBILITY OF THE CONTRACTOR.

HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. ANY DAMAGES TO EXISTING UTILITIES DUE TO THIS CONSTRUCTION SHALL BE THE

3. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY OWNERS AND FOR FIELD VERIFICATION OF BOTH

MAINTENANCE.

2. BJWSA WILL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF ALL WATER AND SEWER SYSTEM CONSTRUCTION AND FOR ACCEPTANCE FOR OPERATION AND

SPECIFICATIONS.

1. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND BEAUFORT JASPER WATER AND SEWER AUTHORITY (BJWSA) REQUIREMENTS, STANDARDS AND

WATER LINE CONSTRUCTION:

CATCH BASINS, POWER POLES, OR PROPERTY CORNERS), TWO SURVEYED REFERENCE POINT LOCATIONS ARE REQUIRED FOR EACH FITTING.

IV. POINTS FOR PERMANENT VISIBLE STRUCTURES NEAR WATER SYSTEM ELEMENTS DESCRIBED ABOVE FOR REFERENCE (PAVEMENT, BUILDINGS, MANHOLES, III. CONCRETE MARKERS, CONNECTIONS TO EXISTING LINES, BACKFLOW PREVENTORS, AIR RELEASE VALVES

II. FIRE HYDRANTS

I. HORIZONTAL AND VERTICAL LOCATION OF ALL VALVES, BENDS, TEES, AND STORM/SANITARY CROSSING POINTS (FOR AS-BUILT SEPARATION CALCULATIONS)

A) WATER

6. AS BUILT SURVEY SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING:

ENGINEERING PLANS.

5. UTILITY AS-BUILT POINTS SHALL BE BASED UPON THE SC NAD83 COORDINATE SYSTEM AND THE ELEVATIONS SHALL BE BASED UPON THE SAME VERTICAL DATUM USED IN THE

CERTIFICATION ON THE UTILITY AS-BUILT DRAWING PREPARED BY ENGINEER UPON COMPLETION.

4. CONTRACTOR'S SURVEYOR SHALL BE A PROFESSIONAL LAND SURVEYOR LICENSED IN SOUTH CAROLINA. CONTRACTOR'S SURVEYOR WILL REVIEW AND SIGN THE BJWSA

HAS ACCESS TO ALL UTILITY COMPONENTS LISTED IN THESE NOTES.

CROSSING ELEVATIONS. MULTIPLE SURVEYOR MOBILIZATIONS MAY BE NEEDED. IF SURVEYOR IS NOT PRESENT DURING INSTALLATION, CONTRACTOR SHALL ENSURE SURVEYOR

3. CONTRACTOR SHALL SCHEDULE SURVEYOR TO BE PRESENT DURING INSTALLATION IN ORDER TO OBTAIN ACCURATE INFORMATION ON UNDERGROUND FITTINGS AND UTILITY

2. CONTRACTOR SHALL ALSO PROVIDE CORRESPONDING REDLINE DRAWING TO SUPPLEMENT OR CLARIFY ELECTRONIC FILE CONTENT.

1. CONTRACTOR SHALL PROVIDE ENGINEER WITH ELECTRONIC FILE OF SURVEYED UTILITY AS-BUILT POINTS. POINT DESCRIPTIONS SHALL BE CLEAR AND UNDERSTANDABLE.

BJWSA UTILITY AS-BUILT SURVEY REQUIREMENTS

6. SELECTIVE CLEARING AREAS SHALL BE CLEARED OF ALL BRUSH AND UNDERSTORY GROWTH.

LOCAL JURISDICTION AND FIRE DEPARTMENTS.

5. NO BURNING WILL BE ALLOWED WITHIN 50 FEET OF A TREE PROTECTION ZONE OR TREE DRIP LINE. CONTRACTOR SHALL COORDINATE ANY BURNING OPERATIONS WITH

4. EXERCISE CAUTION DURING CLEARING OPERATIONS TO AVOID FELLING TREES INTO DESIGNATED TREE PROTECTION ZONES.

OR CONSTRUCTION WORK ON THE PROJECT.

3. THE CONTRACTOR SHALL INSTALL A CONTINUOUS LINE OF FLAGGING OR FENCING ALONG THE LIMITS OF CLEARING PRIOR TO COMMENCING ANY CLEARING, DEMOLITION,

2. ONLY THOSE TREES DESIGNATED ON THE DRAWINGS FOR REMOVAL ARE TO BE REMOVED AS PART OF THE SITE CLEARING OPERATIONS.

UNLESS OTHERWISE SPECIFICALLY SHOWN ON THE PLANS.

1. NO CLEARING SHALL OCCUR WITHIN DESIGNATED BUFFER ZONES, TREE PROTECTION ZONES, OUTSIDE OF THE PROPERTY LINES OR BEYOND THE CLEARING LIMITS

SITE CLEARING AND DEMOLITION:

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CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH NEW MATERIAL.

6. ALL EXISTING DRAIN PIPING SHALL BE PROTECTED FROM DISTURBANCE OR REMOVED AND RESET TO ORIGINAL SLOPE AS REQUIRED. ANY PIPE DAMAGED BY

BUILDINGS, ADJACENT TO WALKS, CURBS, GUTTERS AND STRUCTURES TO ASSURE POSITIVE DRAINAGE.

5. FINISH GRADING SHALL INCLUDE THE PLACEMENT OF TOPSOIL OVER ALL UNPAVED AREAS NOT OCCUPIED BY BUILDINGS OR STRUCTURES AND FINE GRADING AROUND

4. ALL UTILITY PIPELINES, CONDUITS AND SLEEVES UNDER PAVED AREAS MUST BE IN PLACE PRIOR TO COMPLETION OF THE ROADWAY SUBGRADE COMPACTION.

3. FULL WIDTH OF STREET AND ROAD RIGHTS-OF-WAY MUST BE CLEARED AND GRADED AS SHOWN IN THE DETAILS ON THE DRAWINGS.

PREVENT OBSTRUCTION OF STORM SEWERS, PONDING IN TRAFFIC AREAS OR RISING OF WATER LEVELS WHICH WOULD ENTER ADJACENT BUILDINGS OR STRUCTURES.

2. TEMPORARY CONTROL OF STORM WATER DRAINAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEQUENCING AND CONSTRUCTION TECHNIQUES SHALL

RESPONSIBILITY OF THE CONTRACTOR.

COMPANIES FOR FIELD VERIFICATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGES TO EXISTING UTILITIES DUE TO THIS CONSTRUCTION SHALL BE THE

1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 72-HOUR NOTICE TO ALL RESPECTIVE UTILITY

SITE GRADING AND DRAINAGE:

APPROVED OTHERWISE.

CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS

19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF

EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM

18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER

UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.

17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED

D) SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

C) FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE.

B) WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.

A) WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL.

16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH

TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE

13. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.

12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY

DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.

11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE

DISCHARGES.

LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER

10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED

BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED

9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE

TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR

SCR100000.

OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ. AND

7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY

OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION

OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES

INTO ANY WATERS OF THE STATE.

EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK

SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS

CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

THAT A BMP HAS BEEN INAPPROPRIATELY, OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES

TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

B. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, AS PRACTICABLE.

A. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON

PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT

(REVISED MARCH 2014):

SCDES/OCRM SEDIMENT AND EROSION CONTROL STANDARD NOTES

FS1

T1

OH1

EXISTING WATER TO REMAIN IN SERVICE

EXISTING WATER TO BE ABANDONED

WATER FIRE HYDRANT

WATER VALVE

WATER METER

SEWER MANHOLE

SEWER CLEANOUT

SEWER LIFT STATION

EXISTING GRAVITY SEWER

EXISTING SEWER FORCEMAIN

EXISTING TELECOM LINE

POWER POLE

EXISTING OVERHEAD POWER LINE

PROPOSED WATER SERVICE LATERAL

PROPOSED FENCE LINE

EXISTING FENCE LINE

PROPOSED LIMITS OF DISTURBANCE

PROPOSED BJWSA EASEMENT

PROPOSED WATER CAP

TELECOM HANDHOLE

LEGEND

EXISTING CONCRETE SIDEWALK

EXISTING UNDERGROUND ELECTRIC LINEE1

GUY POLE

EXISTING DIRT/GRAVEL DRIVEWAY

EXISTING R/W OR PROPERTY LINE

EXISTING TREE

EXISTING SHRUB

EXISTING VEGETATION LINE

LIGHT POLE

CONTACTS

KEVIN.BARNES@MEADHUNT.COM

843-213-3268

KEVIN BARNES

MEAD & HUNT

ENGINEER

843-521-7424

BILL MCMULLAN

BRIGHTSPEED

TELECOMMUNICATION

JOSH_DOGGETT@COMCAST.COM

JOSH DOGGETT

COMCAST

MICHELLE.RUSSOM@HTC.HARGRAY.COM

MICHELLE RUSSOM

HARGRAY

KEVIN.FORD@DOMINIONENERGY.COM

KEVIN FORD

DOMINION ENERGY

ELECTRIC

BRANDON.CROSBY@DOMINIONENERGY.COM

843-540-3198

BRANDON CROSBY

DOMINION ENERGY

GAS

KATIE.HERRERA@BJWSA.ORG

843-226-1852

KATIE HERRERA

BEAUFORT-JASPER WATER AND SEWER AUTHORITY

WATER AND SEWER

PROPOSED WATER MAIN (PVC)

PROPOSED WATER MAIN (DIP)

PROPOSED SILT FENCESF

EXISTING BJWSA EASEMENT

MARK.CORNELIUS@MEADHUNT.COM

803-520-2969

MARK CORNELIUS (PLS #18263)

MEAD & HUNT

LAND SURVEYOR

SIDEWALK EXCAVATION

PROPOSED JACK AND BORE PIT /

PROPOSED WATER MAIN W/ CASING (JACK & BORE)

WATER BACKFLOW PREVENTER (RPZ)

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FRANCES BUTLER LN

PENN CENTER CIRCLE E

PENN CENTER CIRCLE E

PENN C

ENTER RD

S T

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x x x x x x x x x

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P R

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P R

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P R

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P R

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PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

C-200

C-201

C-202

C-203

C-204

C-205

C-102

0 50 100 150 200

N

SCALE = 1" = 50'

KEY MAP

NEW FIRE HYDRANT

HYDRANT

NEW FIRE

NEW FIRE HYDRANT

NEW FIRE HYDRANT

FIRE HYDRANT SH0946

REMOVE EX.

FIRE HYDRANT SH0944

REMOVE EX.

REMOVE EX. FIRE HYDRANT SH0942

REMOVE EX. FIRE HYDRANT SH0943

TO REMAIN IN SERVICE

EX. FIRE HYDRANT SH0950

PROPOSED 8" WATER MAIN (TYP.)

EX. FIRE HYDRANT SH1256

STATE ROAD S-7-45

JACK & BORE UNDER

SH0941

FIRE HYDRANT

REMOVE EX.

HYDRANT

NEW FIRE

PROPOSED 8" WATER MAIN (TYP.)

M

M

M

V

V

V

V

V

V

V

V V

V

V

M

V

V

V V

M

P

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C-200

PENN CENTER CIRCLE E

S T

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E N T E R C

IR

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MM

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PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

P R

E S R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

ARBORIST ON-SITE DURING ANY EXCAVATIONS ADJACENT TO PROTECTED TREES.

3. ARBORIST TO DETERMINE EXTENT OF TREE PROTECTION. CONTRACTOR TO COORDINATE WITH

MAIN WITH BJWSA OPERATIONS.

2. CONTRACTOR TO COORDINATE TIME AND DURATION OF SHUTDOWN PROCEDURE OF EXSITING WATER

OLD METER BOXES AFTER BJWSA REMOVES METERS.

METERS INTO NEW METER BOXES AND CONNECT METERS TO SERVICE LINES. CONTRACTOR TO REMOVE

AND WATER SERVICE FROM NEW WATER MAIN TO METER BOX. BJWSA WILL INSTALL RELOCATED OR NEW

1. BJWSA TO PROVIDE NEW WATER METER BOXES. CONTRACTOR TO INSTALL NEW WATER METER BOXES

NOTES:

S C

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IN

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IN

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L A

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HUNT, INC.

MEAD &

BY OTHERS

PROPOSED SIDEWALK

IN PLACE

ABANDON EX. 8" WATER MAIN

IN PLACE

ABANDON EX. 8" WATER MAIN

SEE SHEET C-205

LINE W-2

BY OTHERS

PROPOSED FENCE

36 OAK

36 OAK

24 OAK

30 OAK

40 OAK

27 OAK

36 OAK

22 OAK

DEAD

60 OAK

40 OAK

S

S

SEE NOTE #3

SEE SHEET C-201

173-LF 1" HDPE DR11 WATER SERVICE

DIRECTIONAL BORE

AND RECONNECT NEW SERVICE

EXISTING METER #227676

CONTRACTOR TO LOCATE

BJWSA EASEMENT

EXISTING 10' WIDE

SEE DETAIL W-09

1 - 8"X1" TAPPING SADDLE

OF SERVICE TAP DURING CONSTRUCTION.

CONTRACTOR TO DETERMINE LOCATION

TO REMAIN IN SERVICE

EXISTING 8" WATER MAIN

V

V

N

S H

E E

T C -2

M A

T C

H L

IN

E

WATER MAIN PLAN

SHEET C-201

MATCHLINE

C-201

P E

N N C

E N

T E

R R

D

L /P

E

O H

V

V

V

M M

M

M M

M

V

M

0+50 1+00

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+250+00

0+00

1+00

2+00

3+00

4+00

5+00

ARBORIST ON-SITE DURING ANY EXCAVATIONS ADJACENT TO PROTECTED TREES.

4. ARBORIST TO DETERMINE EXTENT OF TREE PROTECTION. CONTRACTOR TO COORDINATE WITH

INSTALLATION OF WATER MAIN.

3. CONTRACTOR TO RESTORE GRAVEL ROADS TO EXSITING CONDITIONS OR BETTER AFTER

POWER POLES. COORDINATE WITH DOMINION DURING CONSTRUCTION IF POLE SUPPORT IS REQUIRED.

2. CONTRACTOR TO INSTALL NEW WATER MAIN AT A MINIMUM OF 5' HORIZONTALLY FROM DOMINION'S

OLD METER BOXES AFTER BJWSA REMOVES METERS.

METERS INTO NEW METER BOXES AND CONNECT METERS TO SERVICE LINES. CONTRACTOR TO REMOVE

AND WATER SERVICE FROM NEW WATER MAIN TO METER BOX. BJWSA WILL INSTALL RELOCATED OR NEW

1. BJWSA TO PROVIDE NEW WATER METER BOXES. CONTRACTOR TO INSTALL NEW WATER METER BOXES

NOTES:

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A

IN

P

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HUNT, INC.

MEAD &

T C

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IN

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S H

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T C -2

SHEET C-202

MATCHLINE

M A

T C

H L

IN

E S

H E

E T C -2

IN PLACE

ABANDON EX. 8" WATER MAIN

20.3'

.0

.4

W-1 STA 0+00 TO 5+25

WATER MAIN PLAN

NOTIFY ENGINEER OF ANY DISCREPANCIES.

BELOW EXISTING GRADE. CONTRACTOR TO VERIFY AND

AND TELECOM LINES ARE ASSUMED AT TWO (2) FEET

EXISTING GRADE, AND DEPTHS OF EXISTING ELECTRIC

LINES ARE ASSUMED AT THREE (3) FEET BELOW

DEPTHS OF EXISTING WATER AND SEWER FORCEMAIN

NOTE:

WATER MAIN

8" C900 DR18 PVC

INSTALL 418-LF

LINE W-1

HYDRANT ASSEMBLY (SH0946)

REMOVE EXISTING FIRE

SCALE: 1" = 20' (HORIZ.); 1" = 2' (VERT.)

WATER MAIN PROFILE

36 OAK

32 OAK

62 OAK

20 OAK

24 OAK

PALM TREE

24 OAK

36 OAK

14 OAK

HYDRANT ASSEMBLY (SH0944)

REMOVE EXISTING FIRE

W/ PIPELINE MARKER

1 - 8" 45° MJ HORIZ. BEND

W-1 STA 5+17.46

.6

WATER MAIN

8" C900 DR18 PVC

INSTALL 84-LF

LINE W-1

7.0'

W/ PIPELINE MARKER

1 - 8" 45° MJ HORIZ. BEND

W-1 STA 5+15.44

.1

.6

INSTALL 2 - 8'' MJ CAPS

AFTER INSTALLATION.

EX. CI WATER MAIN

REMOVE 18-LF

SEE DETAIL W-09

46-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 4+16.01

SEE DETAIL W-03

NUMBER SH0944 TO NEW HYDRANT

& RELOCATE EXISTING BRASS TAG

INSTALL FIRE HYDRANT ASSEMBLY

1 - 8"X6" MJ TEE

W-1 STA 4+38.66

SEE DETAIL G-16

CENTERED ON GRAVITY SEWER.

18-LF 8" DIP WATER MAIN (PC 350)

INSTALL

W-1 STA 4+31.66

SEE DETAIL W-09

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+63.58

SEE DETAIL W-09

28-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+97.78

SEE DETAIL W-09

33-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+95.35

SEE NOTE #4

SEE NOTE #4

SEE NOTE #1

WATER METER BOX.

REMOVE EXISTING

SEE NOTE #1

INSTALL NEW WATER METER BOX.

WATER METER #227600

RECONNECT TO EXISTING

INSTALL 2 - 8'' MJ CAPS

AFTER INSTALLATION.

EX. CI WATER MAIN

REMOVE 18-LF

WATER MAIN

8" C900 DR18 PVC

INSTALL 26-LF

W/ PIPELINE MARKER

1 - 8" 45° MJ HORIZ. BEND

SEE DETAIL W-03

1 - 8"X6" MJ REDUCER

NUMBER SH0946 TO NEW HYDRANT.

& RELOCATE EXISTING BRASS TAG

INSTALL FIRE HYDRANT ASSEMBLY

W-1 STA 0+00.00

1 - 8" MJ GATE VALVE W/ MARKER

1 - 8" MJ TEE

W-1 STA 0+5.00

APPROX. 250' EAST

NEAREST ISOLATION VALVE

1 - 8" MJ GATE VALVE W/ MARKER

W-1 STA 0+7.00

REMOVE EX. VALVE

CUT AND CAP EXISTING WATER MAIN W/ 1 - 8" MJ CAP

INSTALL PIPELINE MARKER.

TO EXISTING 8" WATER MAIN.

1 - 8" 45° MJ HORIZ. BEND

CUT IN

(APPROX. 15' TO BE RELOCATED)

EXISTING TELECOMMUNICATIONS LINE

WATER METERS

RECONNECT TO (2) EXISTING

M

V

V V

V

EX. UNDERGROUND ELECTRIC

W-1 STA 0+72.83

.8

.4

WATER MAIN

8" C900 DR18 PVC

LINE W-1

.2

EXISTING GROUND

FL = 17.23

EXISTING 8" GRAVITY SEWER

W-1 STA 4+31.66

CENTERED ON GRAVITY SEWER

8" DIP WATER MAIN (PC 350)

INSTALL 18-LF

LINE W-1

WATER MAIN

8" C900 DR18 PVC

LINE W-1

AFTER INSTALLATION

REMOVE EX. 8" WATER

W-1 STA 4+96.54

EX. TELECOM

W-1 STA 5+11.60

ASSEMBLY

INSTALL FIRE HYDRANT

1 - 8"X6" MJ TEE

W-1 STA 4+38.66

.5

.7

.9

1 - 8" 45° MJ HORIZ. BEND

W-1 STA 5+15.44

1 - 8" 45° MJ HORIZ. BEND

W-1 STA 5+17.46

.8

.4

46-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 4+16.01

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+63.58

33-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+95.35

28-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-1 STA 0+97.78

1 - 8" MJ GATE VALVE

W-1 STA 0+7.00

1 - 8" MJ TEE

W-1 STA 0+5.00

1 - 8"X6" MJ REDUCER

INSTALL FIRE HYDRANT ASSEMBLY

W-1 STA 0+0.00

C-202

.4

PENN CENTER CIRCLE E

S T

A T E R

O A

D S -7 -4

S

S

S S

H H

L

O H

O H

O H

T

T

T

T

5+25 0+00 0+50 1+00

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

5+50 6+00 6+50 7+00 7+50 8+00

1+00 0+00

6+00

7+00

P R

E S R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

ARBORIST ON-SITE DURING ANY EXCAVATIONS ADJACENT TO PROTECTED TREES.

4. ARBORIST TO DETERMINE EXTENT OF TREE PROTECTION. CONTRACTOR TO COORDINATE WITH

MAIN WITH BJWSA OPERATIONS.

3. CONTRACTOR TO COORDINATE TIME AND DURATION OF SHUTDOWN PROCEDURE OF EXSITING WATER

POWER POLES. COORDINATE WITH DOMINION DURING CONSTRUCTION IF POLE SUPPORT IS REQUIRED.

2. CONTRACTOR TO INSTALL NEW WATER MAIN AT A MINIMUM OF 5' HORIZONTALLY FROM DOMINION'S

OLD METER BOXES AFTER BJWSA REMOVES METERS.

METERS INTO NEW METER BOXES AND CONNECT METERS TO SERVICE LINES. CONTRACTOR TO REMOVE

AND WATER SERVICE FROM NEW WATER MAIN TO METER BOX. BJWSA WILL INSTALL RELOCATED OR NEW

1. BJWSA TO PROVIDE NEW WATER METER BOXES. CONTRACTOR TO INSTALL NEW WATER METER BOXES

NOTES:

S C

A L E

J

D A

T E

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V

IS

IO

N

SHEET

D R

A

B E

A U

F O

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A R

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IN

A

T E

L E

P H

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-8

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H A

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S T

O N S

C

C

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D

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P H

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M Y

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L E B

E A

C H S

C

W

E L L

N E

S S D

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P E

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T E

R W

A T

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L

IN

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L A

C E

M E

N T

W A

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A

IN

P

L A

N A

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S E

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AB .J

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OUT

R E

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HUNT, INC.

MEAD &

T C

H L

IN

E

S H

E E

T C -2

M A

T C

H L

IN

E S

H E

E T C -2

REPLACE EXISTING SIDEWALK

SAWCUT, REMOVE, AND

BY OTHERS

PROPOSED SIDEWALK

WATER MAIN IN PLACE

ABANDON EX. 8"

EXISTING FENCE

REMOVE AND RESET

IN SERVICE

MAIN TO REMAIN

EXISTING 12" WATER

IN SERVICE

MAIN TO REMAIN

EXISTING 12" WATER

8" C900 DR18 PVC WATER MAIN

INSTALL 100-LF

LINE W-2

WATER MAIN

8" C900 DR18 PVC

INSTALL 36-LF

LINE W-1

M A

T C

H L

IN

E

S H

E E

T C -2

M A

T C

H L

IN

E S

H E

E T C -2

NOTIFY ENGINEER OF ANY DISCREPANCIES.

BELOW EXISTING GRADE. CONTRACTOR TO VERIFY AND

AND TELECOM LINES ARE ASSUMED AT TWO (2) FEET

EXISTING GRADE, AND DEPTHS OF EXISTING ELECTRIC

LINES ARE ASSUMED AT THREE (3) FEET BELOW

DEPTHS OF EXISTING WATER AND SEWER FORCEMAIN

NOTE:

AND RECONNECT TO EXISTING SERVICE.

PROVIDE SERVICE FROM NEW WATER LINE

LOCATE EXISTING SERVICE AND METER.

.1

.7

SCALE: 1" = 20' (HORIZ.); 1" = 2' (VERT.)

WATER MAIN PROFILE

EX. PUMP STATION REMOVE EXISTING FIRE HYDRANT ASSEMBLY (SH0941)

48 OAK

36 OAK

24 PALM

24 OAK

PALM TREE

13 PALM

PALM TREE

36 OAK

PALM TREE

8 OAK

CEDAR TREE

36 OAK

.6

WATER MAIN

8" C900 DR18 PVC

INSTALL 85-LF

LINE W-1

WATER MAIN

8" C900 DR18 PVC

INSTALL 21-LF

LINE W-1

1 - 8" 22.5° MJ HORIZ. BEND W/ PIPELINE MARKER

W-1 STA 7+88.32

IN PLACE

WATER MAIN

ABANDON EX. 8"

W-2 STA 0+00 TO 1+00

W-1 STA 5+25 TO 7+93

WATER MAIN PLAN

AND RECONNECT TO EXISTING SERVICE.

PROVIDE SERVICE FROM NEW WATER LINE

LOCATE EXISTING SERVICE AND METER.

(10' X 40')

JACK & BORE PIT

(8' X 10')

JACK & BORE PIT

SEE NOTE #3

1 - 8" MJ CAP

EXISTING 8" WATER MAIN W/

CUT AND CAP

SEE NOTE #3

1 - 8" MJ CAP

EXISTING 8" WATER MAIN W/

CUT AND CAP

.2

ROAD S-7-45 EX. CL 25.23' LT

J&B EXIT

W-1 STA 7+71.32

ROAD S-7-45 EX. CL 25.75' RT

J&B ENTRY

W-1 STA 7+20.82

APPROX. 125' SOUTH

NEAREST ISOLATION VALVE

SEE DETAIL G-03

16" STEEL CASING PIPE 0.5" WT

51-LF 8" C900 DR18 PVC W/

JACK & BORE

SEE DETAIL W-03

NUMBER SH0941 TO NEW HYDRANT

& RELOCATE EXISTING BRASS TAG

INSTALL FIRE HYDRANT ASSEMBLY

1 - 8"X6" MJ TEE

W-2 STA 0+82.82

SEE DETAIL G-16

8" DIP WATER MAIN (PC 350)

INSTALL 75-LF

W-1 STA 5+61.00 TO 6+36.00

SEE NOTE #4

INSTALL MARKER

ON EXISTING 12" WATER MAIN.

1 - 12" MJ GATE VALVE

CUT IN

INSTALL MARKER

ON EXISTING 12" WATER MAIN.

1 - 12" MJ GATE VALVE

CUT IN

EXISTING FENCE

REMOVE AND RESET

SEE NOTE #3

ON NEW 8" WATER MAIN.

INSTALL 1 - 8" MJ GATE VALVE W/ MARKER

1 - 12" X 8" MJ TEE ON EXISTING 12" WATER MAIN.

CUT IN

W-1 STA 7+92.41

SEE NOTE #3

ON NEW 8" WATER MAIN.

INSTALL 1 - 8" MJ GATE VALVE W/ MARKER

1 - 12" X 8" MJ TEE ON EXISTING 12" WATER MAIN.

CUT IN

W-2 STA 0+00.00

V

V V

V

V

EXISTING GROUND

WATER MAIN

8" C900 DR18 PVC

LINE W-1

FL = 17.06

GRAVITY SEWER

EXISTING 8"

W-1 STA 5+69.72

FL = 14.55

EXISTING 8" GRAVITY SEWER

W-1 STA 5+99.01

.5

1 - 8" 22.5° MJ HORIZ. BEND

W-1 STA 7+88.32

(8' X 10')

JACK AND BORE PIT

EXISTING R/W

ROAD S-7-45

EXISTING CL

EXISTING R/W

EX. TELECOM

W-1 STA 7+64.82

EX. TELECOM

W-1 STA 7+11.69

EX. TELECOM

W-1 STA 7+03.79

(10' X 40')

JACK AND BORE PIT

ON NEW 8" WATER MAIN

1 - 8" MJ GATE VALVE

INSTALL

ON EXISTING 12" WATER MAIN

1 - 12" X 8" MJ TEE

CUT IN

W-1 STA 7+92.71

J&B EXIT

W-1 STA 7+71.32

16" STEEL CASING PIPE 0.5" WT

51-LF 8" C900 DR18 PVC W/

JACK & BORE

J&B ENTRY

W-1 STA 7+20.82

.0

.7

.8

WATER MAIN

8" C900 DR18 PVC

LINE W-1

8" DIP WATER MAIN (PC 350)

INSTALL 75-LF

W-1 STA 5+61.00 TO 6+36.00

.0

.5

WATER MAIN

8" C900 DR18 PVC

LINE W-1

.7

WATER MAIN

8" C900 DR18 PVC

LINE W-2

EXISTING GROUND

.5

INSTALL FIRE HYDRANT ASSEMBLY

1 - 8"X6" MJ TEE

W-2 STA 0+82.82

1 - 8" MJ GATE VALVE ON NEW 8" WATER MAIN

INSTALL

1 - 12" X 8" MJ TEE ON EXISTING 12" WATER MAIN

CUT IN

W-2 STA 0+00.00

CIRCLE W

PENN CENTER

BUILDING

PENN CENTER

S

E

T1

MM

M

M

MM

M

M

1+00 1+50 2+00 2+50 3+00 3+50 3+75

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

1+00 2+00

C-203

EXCAVATIONS ADJACENT TO PROTECTED TREES.

4. ARBORIST TO DETERMINE EXTENT OF TREE PROTECTION. CONTRACTOR TO COORDINATE WITH ARBORIST ON-SITE DURING ANY

3. CONTRACTOR TO RESTORE GRAVEL ROADS TO EXSITING CONDITIONS OR BETTER AFTER INSTALLATION OF WATER MAIN.

WITH DOMINION ELECTRIC DURING CONSTRUCTION IF POLE SUPPORT IS REQUIRED.

2. CONTRACTOR TO INSTALL NEW WATER MAIN AT A MINIMUM OF 5' HORIZONTALLY FROM DOMINION'S POWER POLES. COORDINATE

METERS TO SERVICE LINES. CONTRACTOR TO REMOVE OLD METER BOXES AFTER BJWSA REMOVES METERS.

NEW WATER MAIN TO METER BOX. BJWSA WILL INSTALL RELOCATED OR NEW METERS INTO NEW METER BOXES AND CONNECT

1. BJWSA TO PROVIDE NEW WATER METER BOXES. CONTRACTOR TO INSTALL NEW WATER METER BOXES AND WATER SERVICE FROM

NOTES:

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SHEET

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IN

A

T E

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E (8

-8

N O

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H C

H A

R L E

S T

O N S

C

C

O R

E R

D

T E

L E

P H

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-1

M Y

R T

L E B

E A

C H S

C

W

E L L

N E

S S D

R

P E

N N C

E N

T E

R W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

W A

T E

R M

A

IN

P

L A

N A

N D P

R O

F

IL

E

C H

E C

K

B

D A

T E

.0

S h e e ts \P

C

U T

L P

P

C .d g n

OLIN

A

CAR

S

OUTH

IN

E

G

SSION

A L

R E

G

IS

T E

R

S E

N R

AB .J

N

I

V E

K

S

OUT

R E

T

IZ

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N

HUNT, INC.

MEAD &

T C

H L

IN

E

S H

E E

T C -2

MATCHLINE

SHEET C-204

M A

T C

H L

IN

E S

H E

E T C -2

M A

T C

H L

IN

E

S H

E E

T C -2

.7

WATER MAIN IN PLACE

ABANDON EX. 8"

EXISTING WATER SERVICE LINE

WATER MAIN

8" C900 DR18 PVC

INSTALL 238-LF

LINE W-2

.4

WATER MAIN IN PLACE

ABANDON EX. 8"

W-2 STA 1+00 TO 3+75

WATER MAIN PLAN

NOTIFY ENGINEER OF ANY DISCREPANCIES.

BELOW EXISTING GRADE. CONTRACTOR TO VERIFY AND

AND TELECOM LINES ARE ASSUMED AT TWO (2) FEET

EXISTING GRADE, AND DEPTHS OF EXISTING ELECTRIC

LINES ARE ASSUMED AT THREE (3) FEET BELOW

DEPTHS OF EXISTING WATER AND SEWER FORCEMAIN

NOTE:

7.5'

5.8'

4.6'

WATER MAIN

8" C900 DR18 PVC

INSTALL 19-LF

LINE W-2

SCALE: 1" = 20' (HORIZ.); 1" = 2' (VERT.)

WATER MAIN PROFILE

HYDRANT ASSEMBLY (SH0942)

REMOVE EXISTING FIRE

60 OAK

36 OAK

W/ PIPELINE MARKER

1 - 8" 45° MJ HORIZ. BEND

W-2 STA 2+83.28

W/ PIPELINE MARKER

1 - 8" 45° MJ HORIZ. BEND

W-2 STA 2+93.53

W/ PIPELINE MARKER

1 - 8" 11.25° MJ HORIZ. BEND

W-2 STA 3+16.83

SEE DETAIL W-09

10-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 1+12.00

SEE DETAIL G-16

CENTERED ON GRAVITY SEWER.

INSTALL 18-LF 8" DIP WATER MAIN (PC 350)

W-2 STA 3+47.39

SEE DETAIL W-03

NUMBER SH0942 TO NEW HYDRANT

& RELOCATE EXISTING BRASS TAG

INSTALL FIRE HYDRANT ASSEMBLY

1 - 8" X 6" MJ TEE

W-2 STA 2+96.29

SEE DETAIL W-09

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 1+18.63

SEE DETAIL W-09

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 3+70.55

SEE DETAIL W-09

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 3+71.02

SEE NOTE #4

SEE NOTE #1

INSTALL NEW WATER METER BOX.

SEE NOTE #1

WATER METER BOX.

REMOVE EXISTING

WATER METER #227868

RECONNECT TO EXISTING

SEE NOTE #1

INSTALL (2) NEW WATER METER BOXES.

REMOVE (2) EXISTING WATER METER BOXES.

M

M

V

M

EXISTING GROUND

WATER MAIN

8" C900 DR18 PVC

LINE W-2

.0

.0

.1

.3

1 - 8" 45° MJ HORIZ. BEND

W-2 STA 2+83.28

1 - 8" 45° MJ HORIZ. BEND

W-2 STA 2+93.53

INSTALL FIRE HYDRANT ASSEMBLY

1 - 8" X 6" MJ TEE

W-2 STA 2+96.29

FL = 17.28

EXISTING 8" GRAVITY SEWER

W-2 STA 3+47.39

1 - 8" 11.25° MJ HORIZ. BEND

W-2 STA 3+16.83

EX. UNDERGROUND ELECTRIC

W-2 STA 2+57.18

CENTERED ON GRAVITY SEWER

8" DIP WATER MAIN (PC 350)

INSTALL 18-LF

LINE W-2

10-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 1+12.00

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 1+18.63

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 3+70.55

5-LF 1" HDPE DR11 WATER SERVICE

1 - 8"X1" TAPPING SADDLE

W-2 STA 3+71.02

CIRCLE W

PENN CENTER

FRANCES BUTLER LN

S T

A T E R

O A

D S -7 -4

T

T

T

E

MM

9+50 10+00 10+50 11+00 11+50 12+00 12+50

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN COMMUNITY SERVICE INC

PIN: R300 016 000 0455 0000

10+00 11+00

12+00

P R

E S R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

C-205

EXCAVATIONS ADJACENT TO PROTECTED TREES.

3. ARBORIST TO DETERMINE EXTENT OF TREE PROTECTION. CONTRACTOR TO COORDINATE WITH ARBORIST ON-SITE DURING ANY

2. CONTRACTOR TO COORDINATE TIME AND DURATION OF SHUTDOWN PROCEDURE OF EXSITING WATER MAIN WITH BJWSA OPERATIONS.

1. CONTRACTOR TO RESTORE GRAVEL ROADS TO EXSITING CONDITIONS OR BETTER AFTER INSTALLATION OF WATER MAIN.

NOTES:

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-8

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S T

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C

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IN

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L A

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A

IN

P

L A

N A

N D P

R O

F

IL

E

C H

E C

K

B

D A

T E

.0

S h e e ts \P

C

U T

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P

C .d g n

OLIN

A

CAR

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IN

E

G

SSION

A L

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G

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OUT

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HUNT, INC.

MEAD &

E E

T C -2

M A

T C

H L

IN

E

M A

T C

H L

IN

E

S H

E E

T C -2

TO REMAIN IN SERVICE

EXISTING 12" WATER MAIN

WATER MAIN IN PLACE

ABANDON EX. 8"

OF EXISTING 12" WATER MAIN

CONTRACTOR TO VERIFY LOCATION

WATER MAIN

8" C900 DR18 PVC

INSTALL 322-LF

LINE W-2

W-2 STA 9+50 TO 12+72

WATER MAIN PLAN

NOTIFY ENGINEER OF ANY DISCREPANCIES.

BELOW EXISTING GRADE. CONTRACTOR TO VERIFY AND

AND TELECOM LINES ARE ASSUMED AT TWO (2) FEET

EXISTING GRADE, AND DEPTHS OF EXISTING ELECTRIC

LINES ARE ASSUMED AT THREE (3) FEET BELOW

DEPTHS OF EXISTING WATER AND SEWER FORCEMAIN

NOTE:

SCALE: 1" = 20' (HORIZ.); 1" = 2' (VERT.)

WATER MAIN PROFILE

TO REMAIN IN SERVICE

EX. FIRE HYDRANT SH0950

108 OAK

60 OAK 8 OAK 42 OAK

36 OAK

40 OAK

30 OAK

24 OAK

36 OAK

22 OAK

36 OAK

27 OAK

60 OAK

DEAD

S

SEE NOTE #2

AFTER INSTALLATION OF W-1 & W-2.

2 - 8" MJ CAPS

EXISTING 8" WATER MAIN W/

CUT AND CAP

APPROX. 930' NORTH

NEAREST ISOLATION VALVE

SEE NOTE #3

SEE NOTE #3

TO REMAIN IN SERVICE

EXISTING 12" WATER MAIN

INSTALL MARKER

ON EXISTING 12" WATER MAIN.

1 - 12" MJ GATE VALVE

CUT IN

SEE NOTE #2

ON NEW 8" WATER MAIN.

INSTALL 1 - 8" MJ GATE VALVE W/ MARKER

CUT IN 1 - 12" X 8" MJ TEE

W-2 STA 12+71.54

S H

E E

T C -2

M A

T C

H L

IN

E

(APPROX. 70' TO BE RELOCATED)

EXISTING TELECOMMUNICATIONS LINE

V

V

EXISTING GROUND

.7

WATER MAIN

8" C900 DR18 PVC

LINE W-2

EX. UNDERGROUND ELECTRIC

W-2 STA 11+29.98

.5

EX. TELECOM

W-2 STA 12+57.37

.0

INSTALL 1 - 8" MJ GATE VALVE ON NEW 8" WATER MAIN

1 - 12" X 8" MJ TEE ON EXISTING 12" WATER MAIN.

CUT IN

W-2 STA 12+71.54

C-206

0 50 100 150 200

SCALE = 1" = 50'

EASEMENT PLAN

PENN CENTER CIRCLE E

S T

A T E R

O A

D S -7 -4

PENN CENTER CIRCLE E

PENN C

ENTER R

D

PENN CENTER CIRCLE E

C

IR

C L E W

P E

N N C

E N

T E

R

FRANCES BUTLER LN

CIRCLE W

PENN CENTER

L/P

S

S

S

S

S

S

S

H H

L

T

T

T

E

E1

OH1

O H

O H

O H

T

T

T

T

OH1

T1

E

E

T1 x x x

V

V

V

V

V

V

M

M

MM

M

M

M

M M

M

M

M

MM

M

M

M

M M

M

V

M

M

E A

S E

M E

N T P

L A

N

PROP. OWNER: PENN COMMUNITY SERVICE INC

PIN: R300 016 000 0455 0000

D A

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SHEET

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C H

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D A

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S h e e ts \P

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MEAD &

CAR

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A L

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IS

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AB .J

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P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

N

15.0' (TYP.)

15.0

' (TYP.)

BJWSA EASEMENT

EXISTING 10' WIDE

BJWSA EASEMENT

PROPOSED 15' WIDE

BJWSA EASEMENT

PROPOSED 15' WIDE

EXISTING 25' R/W

25' R/W

EXISTING

EXISTING 25' R/W

EXISTING 25' R/W

M

M

M

V

V

V

V

V

V

V

V V

V

V

M

V

V

V V

M

P

C-207

0 50 100 150 200

PENN CENTER CIRCLE E

S T

A T E R

O A

D S -7 -4

PENN CENTER CIRCLE E

PENN C

ENTER R

D

PENN CENTER CIRCLE E

C

IR

C L E W

P E

N N C

E N

T E

R

FRANCES BUTLER LN

CIRCLE W

PENN CENTER

SCALE = 1" = 50'

SEDMENT AND EROSION CONTROL PLAN

ACREAGE OF DISTURBANCE = 0.22 ACRES

L/P

S

S

S

S

S

S

S

H H

L

T

T

T

E

E1

OH1

O H

O H

O H

T

T

T

T

OH1

T1

E

E

T1 x x x x x

S

S

V

V

V

V

V

V

M

M

MM

M

M

M

M M

M

M

M

MM

M

M

M

M M

M

V

M

M

PROP. OWNER: PENN COMMUNITY SERVICE INC

PIN: R300 016 000 0455 0000

S E

D

IM

E N

T A

N D E

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A R

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IN

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J

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IN

E R

E P

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C

C

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M Y

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E A

C H S

C

W

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N E

S S D

R

C H

E C

K

B

D A

T E

.0

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A L E

S h e e ts \P

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HUNT, INC.

MEAD &

CAR

S

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IN

E

G

SSION

A L

R E

G

IS

T E

R

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N R

AB .J

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I

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K

P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S . 2

' R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

P R

E S R /W

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

PROP. OWNER: PENN AGR SCHOOL

PIN: R300 016 000 0094 0000

N

PROPOSED SILT FENCE

PROPOSED SILT FENCE

OF DISTURBANCE

PROPOSED LIMITS

OF DISTURBANCE

PROPOSED LIMITS

DEAD

PALM

OAK

PALM

TREE

PALM

TREE

PALM

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

PALM

PINE

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

OAK

36 OAK

OAK

OAK

OAK

TREE

PALM

TREE

PALM

TREE

CEDAR

OAK

24 OAK

20 OAK

10.0' (TYP.)

4.0' (TYP.)

.0 (T

Y P

.0 (T

Y P

M

M

M

V

V

V

V

V

V

V

V V

V

V

M

V

V

V V

M

P

D

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E N

T E

R O

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N C

O N

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O L D

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S

C-300

N T S

D A

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B E

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F O

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A R

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A D

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N N C

E N

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R W

A T

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L

IN

E R

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L A

C E

M E

N T

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P H

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-8

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H A

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C

C

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-1

M Y

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E A

C H S

C

W

E L L

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S S D

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SECTION

PLAN

CANOPY DRIP LINE

PROTECTIVE FENCING

DURING CONSTRUCTION

FENCE LOCATION AT

DRIP LINE OR 15'

FROM TRUNK,

WHICHEVER IS GREATER

AND SHALL ENCLOSE

TREE

TREE FENCING SHALL

BE A MINIMUM OF

4' HIGH ORANGE

POLYETHYLENE

LAMINAR SAFETY

NETTING

POSTS SETTING TO

2' IN GROUND MADE

OF DURABLE METAL

"T" OR EQUIVALENT

SEE SECTION

PROTECTED ROOT ZONE WITHIN THE

CANOPY DRIP LINE-ACTUAL FEEDER ROOTS

EXTEND WELL BEYOND DRIP LINE

TREE PROTECTION

NOT TO SCALE

S E

D

IM

E N

T E

R O

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A D

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L A

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N T

T E

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P H

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C

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