10R0015Amnd1dwgs.pdf

PHILADELPHIA DISTRICTAPPROXIMATEAPPROX

ASPHALTASPH

CONCRETECONC

BLDG

CATCH BASINCB

CI

CO

CURB INLET

CLEANOUT

CONN CONNECTION

COR

CTR CENTER

CENTERLINE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

E

EA EACH

EL/ELEV ELEVATION

EMH ELECTRIC MANHOLE

FH

FT

EXISTINGEX/EXIST

FIRE HYDRANT

FOOT, FEET

G

IN

GAS

INCH

L

MH

INV INVERT

LENGTH

MAX MAXIMUM

MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NTS

N NORTH

NOT TO SCALE

R

S

PVMT PAVEMENT

RADIUS

REF REFERENCE

REQ’D REQUIRED

SOUTH

CONTRACTING OFFICER REPRESENTATIVE

DIP DUCTILE IRON PIPE

LF LINEAR FEET

GV GATE VALVE

SAN SANITARY SEWER

RCP REINFORCED CONCRETE PIPE

PVC POLYVINYL CHLORIDE PIPE

EDGE OF PAVEMENTEP

CL C/L

C&G CURB AND GUTTER

INLET PROTECTIONIP

SCE STABILIZED CONSTRUCTION ENTRANCE

OUTLET PROTECTIONOP

SF SILT FENCE

GMH GAS MANHOLE

TYP TYPICAL

UG UNDERGROUND

W

W/

UTIL UTILITY

WITH

W/O WITHOUT

TC TOP OF CURB

WEST/WATER

WM WATER METER

TMH TELECOMMUNICATIONS MANHOLE

TELCO TELECOMMUNICATIONS

TD TRENCH DRAIN

WV WATER VALVE

BUILDING

WMA WATER MANAGEMENT ADMINISTRATION

CIVIL ABBREVIATIONS

SITE UTILITY NOTES

BUILDING

SIGN

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

STORM MANHOLE

STORM PIPE

CATCH BASIN

RIP RAP

SANITARY SEWER PIPE

SANITARY SEWER MANHOLE

UNDERGROUND ELECTRIC LINE

GAS LINE

WATER LINE

FIRE HYDRANT

WATER VALVE

DESCRIPTIONPROPOSED SYMBOLEXISTING SYMBOL

UNDERGROUND TELECOMM LINE

STANDARD EROSION AND SEDIMENT CONTROL NOTESCIVIL LEGENDS AND SYMBOLS

CONCRETE PAVEMENT

ASPHALT PAVEMENT

W

35.4

CB

EROSION & SEDIMENT CONTROL LEGEND

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

CULVERT END SECTION

SF

SITE REMOVAL LEGEND

TREE

CB

D

C

IV

IL

N

O T E S L E

G E

N D

S

A B

B R

E V

IA

T

IO

N S

C-001

VTP VITRIFIED TERRA COTTA PIPE

POST INDICATOR VALVE

C.O.

CU

EAST/ELECTRIC

UNDERGROUND COMMUNICATION LINE

SD STORM SEWER LINE

SS SANITARY SEWER LINE

STORM SEWER CLEAN OUT

STANDARD STABILIZATION NOTE

FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND FOURTEEN (14) DAYS AS TO ALL OTHER DISTURBED OR GRADED

AREAS ON THE PROJECT SITE.

LIMIT OF DISTURBANCE

BUILDING REMOVAL

BOLLARD

PERVIOUS PAVEMENT

LOD LOD

DRAINAGE DIVIDES

CURB INLET PROTECTION

AT GRADE INLET PROTECTION

SIP

CIP

AGIP

STANDARD INLET PROTECTION

SURVEY NOTES

OWNER’S / DEVELOPER’S CERTIFICATION

DESIGN CERTIFICATION

AS BUILT CERTIFICATION

I HEREBY CERTIFY THAT THE STORMWATER MANAGEMENT FACILITY SHOWN ON THE PLANS HAS (HAVE) BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT , EXCEPT AS NOTED IN RED ON THE "AS BUILT" DRAWINGS.

NAME SIGNATURE

MARYLAND REGISTRATION NUMBER DATE

MDE NO. FACILITY IDENTIFICATION (NUMBER AND/OR TYPE)

"CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED ON SUFFICIENT AND APPROPRIATE

ONSITE INSPECTIONS AND MATERIAL TESTS CONDUCTED DURING CONSTRUCTION.

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NO. EXPIRATION DATE:

I/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION, AND/OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND THAT ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND DEPARTMENT OF THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF EROSION AND SEDIMENT BEFORE BEGINNING THE PROJECT. I HEREBY AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC ON-SITE EVALUATION BY STATE OF MARYLAND, DEPARTMENT OF THE

ENVIRONMENT, COMPLIANCE INSPECTORS.

DATE OWNER/DEVELOPER SIGNATURE

CARD NO. PRINTED NAME AND TITLE

I/WE HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL, THE 2000 MARYLAND STORMWATER DESIGN MANUAL, VOLUMES I & II AND THE MARYLAND DEPARTMENT OF THE ENVIRONMENT EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT REGULATIONS.

DATE DESIGNER’S SIGNATURE

MD. REGISTRATION NO. PRINTED NAME

P.E.,R.L.S.,RLA OR R.A. (CIRCLE ONE)

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE NO. , EXPIRATION DATE: .

GENERAL SEQUENCE OF CONSTRUCTION

1. EXISTING CONDITIONS INFORMATION IS BASED ON AN EXISTING CONDITIONS/TOPOGRAPHIC SURVEY PERFORMED BY RICE &

ASSOCIATES IN FALL 2008.

2. NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE (COR) IMMEDIATELY IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON

PLANS.

3. GENERALLY NO EASEMENTS EXIST WITHIN MILITARY FACILITIES, AS THE SOVEREIGN OWNS THE GROUND AND THE UNDERLYING UTILITIES. NO WITNESS POSTS OR OTHER PHYSICAL EVIDENCE EXISTS AT THIS LOCATION THAT INDICATES THE EXISTENCE OF EASEMENTS; HOWEVER THIS DOES NOT PRECLUDE THEIR EXISTENCE. NO TITLE REPORT WAS FURNISHED TO RICE ASSOCIATES THEREFORE EASEMENTS AND OTHER ISSUES OF TITLE WERE NOT ADDRESSED AS A PART OF THIS SURVEY.

4. NO CEMETERY SITES WERE OBSERVED ON THE SUBJECT PROPERTY, HOWEVER THIS DOES NOT PRECLUDE THEIR EXISTENCE.

5. HORIZONTAL DATUM IS UTM WGS84 BASED ON EXISTING ABERDEEN PROVING GROUND CONTROL MONUMENTS. VERTICAL DATUM IS NAVD88 BASED ON EXISTING ABERDEEN PROVING GROUND CONTROL MONUMENTS. THE COORDINATES SHOWN HEREON DO NOT REPRESENT GRID COORDINATES. TO CONVERT THIS DRAWING FROM PROJECT COORDINATES TO GRID COORDINATES A SCALE FACTOR MUST BE APPLIED. THIS DATA MUST BE SCALED AROUND THE ORIGIN POINT OF N 14338178.0000, E 1320835.000 BY A COMBINED SCALE FACTOR OF 0.999716822. SUBSURFACE UTILITY DESIGNATION SHOWN ON THIS SURVEY

IS PROVIDED BY ACCURATE LOCATING INC. AND IS REFERENCED BY THE FOLLOWING:

QUALITY LEVEL D (QL "D") THIS INFORMATION IS OBTAINED ONLY FROM EXISTING UTILITY RECORDS.

APPROXIMATE LOCATION UTILITY IS FIELD LOCATED AND SURVEYED USING OTHER

(APPROX. LOC.) THAN ELECTRONICALLY DERIVED INFORMATION.

IT IS MORE RELIABLE THAN QUALITY LEVEL C (QLC),

BUT LESS THAN QUALITY LEVEL B (QLB)

ACCURATE LOCATING, INC. HAS EXERCISED ITS BEST PROFESSIONAL EXPERTISE AND GEOPHYSICAL PROSPECTING TECHNIQUES

TO DEVELOP THIS MAPPING OF SUBSURFACE UTILITIES WITHIN THE PROJECT LIMITS.

ACCURATE LOCATING, INC. DOES NOT GUARANTEE THAT UTILITIES SHOWN COMPRISE ALL UTILITIES WITHIN THE PROJECT AREA.

LOCATED UTILITIES MEET THE FEDERAL HIGHWAY ADMINISTRATION DEFINITION FOR QUALITY LEVEL "B" STANDARDS. UTILITY

SIZE INFORMATION IS BASED ON BEST AVAILABLE FIELD AND RECORD INFORMATION.

SITE REMOVAL NOTES

36.1

UTILITY POLE REMOVAL

WATER LINE REMOVAL

OVERHEAD ELECTRICAL LINE REMOVAL

SANITARY SEWER LINE REMOVAL

STEAM LINE REMOVAL

COMMUNICATION LINE REMOVAL

STORM SEWER LINE REMOVAL

S

CD SANITARY SEWER MANHOLE REMOVAL

STORM MANHOLE/INLET REMOVAL

CONCRETE PAVEMENT REMOVAL

GRAVEL PAVEMENT REMOVAL

ASPHALT PAVEMENT REMOVAL

EOI END OF INFORMATION

EORI END OF RECORD INFORMATION

MDE MARYLAND DEPARTMENT

OF THE ENVIRONMENT

P D

S G

R C

R C

CMP CORREGATED METAL PIPE

A/C AIR CONDITIONER

W WIDE

STEAM LINE

UTILITY POLE

UNKNOWN UTILITY LINEUNK

BORING LOCATION

UNKNOWN UTILITY STRUCTUREUK

BUILDING #4119

DATFI DEPICTED ACCORDING TO FIELD INVESTIGATION

NIC NOT IN CONTRACT

1. NOTIFY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) COMPLIANCE PROGRAM AND THE WATER MANAGEMENT ADMINISTRATION

(WMA) A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF ANY EARTH DISTURBANCE ACTIVITY.

2. HOLD PRE-CONSTRUCTION MEETING WITH WMA AND ALL OTHER REQUIRED AUTHORITIES UNLESS PREVIOUSLY WAIVED IN WRITING.

3. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER EROSION & SEDIMENT CONTROL DEVICES. STABILIZE AREAS DISTURBED BY THE

PROCESS AT THE END OF EACH WORKING DAY.

4. REMOVE BUILDINGS 5033, 5032 AND 5031.

5. REMOVE EXISTING ASPHALT PAVEMENT, GRAVEL PAVEMENT, CONCRETE SIDEWALK AND OTHER SITE FEATURES, AS INDICATED TO BE REMOVED

ON THE PHASE I SITE REMOVAL PLAN.

6. CAP & REMOVE UTILITIES AS SHOWN ON THE PHASE I SITE REMOVAL PLAN.

7. PERFORM ROUGH GRADING OF THE SITE.

8. INSTALL NEW UTILITIES (STORM, SANITARY, GAS), AS SHOWN ON THE CONSTRUCTION PHASING PLAN.

9. CONSTRUCT THE C2 INTEGRATION FACILITY AND POV PARKING LOT, AS SHOWN ON THE CONSTRUCTION PHASING PLAN.

10. INSTALL PERIMETER EROSION & SEDIMENT CONTROL DEVICES AS SHOWN ON THE PHASE II EROSION & SEDIMENT CONTROL PLAN.

11. REMOVE BUILDING 5042.

12. REMOVE REMAINING ASPHALT PAVMENT, GRAVEL PAVEMENT, CONCRETE SIDEWALK AND OTHER SITE FEATURES, AS INDICATED TO BE

REMOVED ON THE PHASE II SITE REMOVAL PLAN.

13. INSTALL REMAINING NEW UTILITIES (WATER, STORM, ELECTRICAL & TELECOMMUNICATIONS).

14. CONSTRUCT SERVICE LOADING DOCKS, RETAINING WALLS, HARDSTAND AND CONCRETE SIDEWALKS.

15. PERFORM FINAL GRADING OF THE SITE.

16. PROVIDE PERMANENT VEGETATIVE STABILIZATION.

17. UPON PERMANENT STABILIZATION OF THE SITE AND WITH THE APPROVAL OF THE INSPECTOR, BEGIN CONSTRUCTION OF SURFACE SAND

FILTERS.

18. WITH MDE INSPECTOR’S APPROVAL, REMOVE ALL EROSION AND SEDIMENT

CONTROL DEVICES AND PERMANENTLY STABILIZE THE AREAS DISTURBED BY SUCH REMOVAL.

WATER AND SEWER GENERAL CONSTRUCTION NOTES

1. THE CONTRACTING OFFICER / CONTRACTOR SHALL NOTIFY THE CITY OF ABERDEEN, AT LEAST THREE (3) DAYS PRIOR TO STARTING CONSTRUCTION, ALL REQUIRED INSPECTIONS, AND TESTING, AT (410) 272-1600, EXT. 224.

2. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS AND DETAILS FOR WATER MAINS AND SANITARY SEWERS OF THE HARFORD COUNTY DEPARTMENT OF PUBLIC WORKS AND WITH THE CONTRACT PLANS AND SPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MARYLAND OCCUPATIONAL SAFETY LAWS. ALL MATERIALS USED ON THIS PROJECT SHALL BE LISTED IN THE APPROVED MATERIALS LIST AS IDENTIFIED IN THE RULES AND REGULATIONS OF THE DIVISION OF WATER AND SEWER AND AS AMENDED BY

THE CITY OF ABERDEEN.

3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES.

4. EXISTING UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR AND THE COMPLETENESS OR ACCURACY OF THE SAME IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF THE EXISTING UTILITIES BEFORE TRENCH EXCAVATION BEGINS. HE/SHE SHALL PROTECT SERVICE CONNECTIONS AND MAINTAIN THEIR UNINTERRUPTED SERVICE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. THE COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.

5. ALL PIPE ELEVATIONS ARE TO INVERT OF PIPE, UNLESS OTHERWISE SPECIFIED.

6. ALL TRENCH COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 02250, D.2A OF THE STANDARD SPECIFICATIONS, UNLESS

OTHERWISE NOTED ON THE PROFILES.

7. EXISTING SEWER MANHOLES, WHERE CONNECTIONS ARE MADE, TO BE REHABILITATED AS REQUIRED BY THE CITY OF ABERDEEN, INCLUDING SEWER BRICK CHANNELS AND BENCHES.

8. ALL PROPOSED WATER MAINS AND FITTINGS (LARGER THAN 2") TO BE DUCTILE IRON PIPE CLASS 52 (3/4" TO 2" TO BE TYPE- K COPPER TUBING AND FITTINGS) MINIMUM 3.5’ DEEP AND A SHUTOFF VALVE INSTALLED 5’ FROM THE BUILDING(S).

9. ALL SEWER PIPE TO BE SDR-35 MINIMUM 3.5’ DEEP AND A CLEANOUT INSTALLED 5’ FROM THE BUILDING.

10. NO CONNECTIONS TO THE EXISTING WATER AND SEWER SYSTEMS UNTIL CITY OF ABERDEEN INSPECTION APPROVAL.

11. VERIFICATION, BY THE CITY OF ABERDEEN, OF THE BACKFLOW PREVENTER INSTALLATION(S) IS REQUIRED PRIOR TO WATER

CONNECTION(S) TO ANY BUILDINGS.

12. PUBLIC WATER VALVES AND FIRE HYDRANTS SHALL BE OPERATED BY CITY OF ABERDEEN EMPLOYEES ONLY.

SURVEY DATES

SIGNATURE P.E. # DATE

PUBLIC UTILITY WORK AS-BUILT CERTIFICATION

"I HEREBY CERTIFY THAT THE ’AS-BUILT’ DRAWINGS CORRECTLY SHOW THE HORIZONTAL AND VERTICAL LOCATION OF THE WATER AND SEWER STRUCTURES AND APPURTENANCES. CERTIFY MEANS TO STATE OR DECLARE A PROFESSIONAL OPTION BASED UPON ON-SITE INSPECTIONS AND AS-BUILT SURVEYS WHICH ARE CONDUCTED AFTER THE WATER AND SEWER UTILITIES ARE CONSTRUCTED. THE ON- SITE INSPECTIONS AND AS-BUILT SURVEYS ARE THOSE VISUAL OBSERVATIONS AND SURVEYS DEEMED SUFFICIENT AND APPROPRIATE BY COMMONLY ACCEPTED ENGINEERING PRACTICES. CERTIFY DOES NOT MEAN OR IMPLY A GUARANTEE BY THE ENGINEER NOR DOES AN ENGINEER’S CERTIFICATION RELIEVE ANY OTHER PARTY FROM MEETING REQUIREMENTS IMPOSED BY CONTRACT, EMPLOYMENT, OR

OTHER MEANS, INCLUDING MEETING COMMONLY ACCEPTED INDUSTRY PRACTICES."

GENERAL NOTES

1. PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTACT "MISS UTILITY" AT 1-800-257-7777 AT LEAST 48 HOURS PRIOR TO

START OF WORK.

2. ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AWAY FROM BUILDINGS AT ALL TIMES.

3. ALL DIMENSION SHOWN ARE TO FACE OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.

4. THERE ARE NO EXISTING WETLANDS, BUFFERS OR 100-YEAR FLOOD PLAINS WITHIN THE VICINITY OF THE PROPOSED WORK.

1. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON BEST AVAILABLE RECORD MAPPING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION NECESSARY TO COMPLETE THE

REQUIRED WORK.

2. ANY UTILITIES SHOWN TO BE REMOVED SHALL BE FIELD VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY AND SCHEDULE ANY INTENDED UTILITY INTERRUPTIONS WITH THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO WORK.

3. COORDINATE ANY UTILITY REMOVAL WITH THE SITE UTILITY PLANS.

4. COORDINATE WITH SITE LAYOUT & GRADING PLAN FOR LIMITS OF REMOVAL.

5. COORDINATE PAVEMENT REMOVAL, BUILDING REMOVAL AND UTILITY REMOVAL WITH ADJACENT C2/CNT EAST PROJECT SITE

REMOVAL (BY OTHERS).

6. ALL UTILITY LINES IDENTIFIED FOR REMOVAL OR ABANDONMENT ON THE UTILITY DEMOLITION PLANS SHALL BE ABANDONED OR

REMOVED IN ACCORDANCE WITH THE HARFORD COUNTY STANDARD SPECIFICATIONS.

1. DIG TEST PITS AT ALL UTILITY TIE IN LOCATIONS AND EXISTING UTILITY CROSSINGS, TO VERIFY EXISTING INVERT INFORMATION, PIPE SIZES AND MATERIALS. IF FINDINGS DIFFER FROM WHAT IS SHOWN ON PLANS NOTIFY THE CONTRACTING OFFICER

REPRESENTATIVE IMMEDIATELY, PRIOR TO ANY CONSTRUCTION.

2. PROVIDE NECESSARY ADAPTERS TO TRANSITION FROM DIFFERENT PIPE SIZES AND MATERIALS SHOWN ON MECHANICAL AND

PLUMBING PLANS, TO PIPE SIZES AND MATERIALS SHOWN ON THE SITE UTILITY PLANS.

3. AN 18 INCH MINIMUM VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN PROPOSED WATERLINES AND EXISTING SANITARY SEWERS. IF WATERLINE IS LOCATED BELOW SANITARY SEWER THE WATERLINE SHALL BE CONCRETE ENCASED FOR A MINIMUM OF 10 FEET IN EITHER DIRECTION. WHERE FEASIBLE WATERLINES ARE TO BE CONSTRUCTED OVER SANITARY SEWERS. A 10 FOOT HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN ALL WATERLINES AND SANITARY SEWERS.

4. PROVIDE 45^ VERTICAL BENDS TO ROUTE WATERLINES BENEATH OTHER UTILITIES WHERE THERE IS A CONFLICT, AS REQUIRED.

MINIMUM 18" VERTICAL SEPARATION REQUIRED BETWEEN UTILITIES.

5. REROUTE AND RELOCATE ANY EXISTING UTILITY IMPACTED FROM CONSTRUCTION, AS NECESSARY TO MAINTAIN PROPER COVER

AND SERVICE OF EXISTING UTILITIES AFTER FINAL GRADING.

6. CONSTRUCT ALL SANITARY AND STORM SEWERS BEGINNING AT THE MOST DOWNSTREAM LOCATION AND CONSTRUCT UPSTREAM.

7. FIRE HYDRANTS SHALL CONFORM WITH THE CURRENT HARFORD COUNTY DESIGN MANUAL AND CITY OF ABERDEEN CODE.

a a a

1. THE CONTRACTOR SHALL NOTIFY THE WATER MANAGEMENT ADMINISTRATION (WMA) AT (410) 537-3510 SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE ADMINISTRATION, SHALL BE REQUIRED TO HOLD A PRE- CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A REPRESENTATIVE OF WMA.

2. THE CONTRACTOR MUST NOTIFY WMA IN WRITING AND BY TELEPHONE AT THE FOLLOWING POINTS:

A. THE REQUIRED PRE- CONSTRUCTION MEETING.

B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.

C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT STORMWATER MANAGEMENT STRUCTURES) AT THE REQUIRED INSPECTION POINTS (SEE INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO

COMMENCING CONSTRUCTION OF EACH STEP IS MANDATORY.

D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).

E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.

F. PRIOR TO FINAL ACCEPTANCE.

3. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND SHALL HAVE THEM INSPECTED AND APPROVED BY THE AGENCY INSPECTOR OR WMA INSPECTOR PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE WMA INSPECTOR. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM WMA INSPECTOR AND AGENCY INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOR AGENCY AND WMA APPROVAL FOR CHANGES TO THE SEDIMENT CONTROL PLAN AND/OR SEQUENCE OF

CONSTRUCTION.

4. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL MATERIALS DEPOSITED ONTO PUBLIC ROADS SHALL BE REMOVED IMMEDIATELY.

5. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM WMA INSPECTOR

AND AGENCY INSPECTOR.

6. ALL SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES, PERIMETER DIKES, SWALES AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED WITH SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO THREE (3)

DAYS FOR SENSITIVE AREAS.)

7. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES WITHIN FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION.

(REQUIREMENT MAY BE REDUCED TO SEVEN (7) DAYS FOR SENSITIVE AREAS.)

8. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY DISTURBED AREAS USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH REQUIRED SOIL AMENDMENTS AND AN APPROVED ANCHOR MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE DURING THE SEEDING SEASON SHALL BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE, BUT NOT LATER THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. WHEN PROPERTY IS BROUGHT TO FINISHED GRADE DURING THE MONTHS OF NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE IMPRACTICAL, TEMPORARY SEED AND ANCHORED STRAW MULCH SHALL BE APPLIED TO DISTURBED AREAS. THE FINAL PERMANENT STABILIZATION OF SUCH PROPERTY SHALL BE APPLIED BY MARCH 15 OR EARLIER IF GROUND AND WEATHER CONDITIONS ALLOW.

9. THE SITE’S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOK, AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY DULY AUTHORIZED OFFICIALS OF WMA AND THE AGENCY RESPONSIBLE

FOR PROJECT.

10. SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR BY INSTALLING PROTECTIVE DEVICES TO LOWER THE WATER DOWN SLOPE WITHOUT CAUSING EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT THE TOP OF A CUT OR FILL SLOPE UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FULLY STABILIZED, AT WHICH TIME THEY MUST BE REMOVED AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE. PROTECTIVE METHODS MUST BE PROVIDED AT POINTS OF CONCENTRATED FLOW WHERE

EROSION IS LIKELY TO OCCUR.

11. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITH SOD OR SEED WITH AN APPROVED EROSION CONTROL MATTING, RIP-RAP, OR BY OTHER APPROVED STABILIZATION MEASURES.

12. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION OF WMA INSPECTOR AND AGENCY INSPECTORS, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OR PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE

CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL.

13. NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN MAINTENANCE AREAS.

A SLOPE GRADIENT OF UP TO 2:1 WILL BE PERMITTED IN NON-MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN WITH A LOW-MAINTENANCE GROUND COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1 WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.

14. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO PREVENT WATER FROM PONDING FOR MORE THAN TWENTY FOUR (24) HOURS AFTER THE END OF A RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOW AREAS MAY TAKE AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL EVENT TO DRAIN. AREAS DESIGNED TO HAVE

STANDING WATER SHALL NOT BE REQUIRED TO MEET THIS REQUIREMENT.

15. SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION THAT EXISTS OR IS UNDER CONSTRUCTION.

NO STRUCTURE MAY BE CONSTRUCTED WITHIN 20 FEET OF AN ACTIVE SEDIMENT TRAP OR BASIN.

16. THE WMA INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED

NECESSARY.

17. ALL TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL TRAPS MUST HAVE A STABLE OUTFALL. ALL

TRAPS AND BASINS SHALL HAVE STABLE INFLOW POINTS.

18. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER TO APPROPRIATE SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SODDING, AND GROUND COVERS.

19. SEDIMENT SHALL BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL DEPTH OF THE TRAP OR BASIN. TOTAL DEPTH SHALL BE MEASURED FROM THE

TRAP OR BASIN BOTTOM TO THE CREST OF THE OUTLET.

20. SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE- SAVE AREA. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT MAY BE USED IF SEDIMENT TRAPS THEMSELVES

ARE BEING PUMPED OUT.

21. ALL WATER REMOVED FROM EXCAVATED AREAS SHALL BE PASSED THROUGH A WMA APPROVED DEWATERING PRACTICE OR PUMPED TO A SEDIMENT TRAP OR BASIN PRIOR TO DISCHARGE TO A FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND

SURFACE.

22. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED CONTROLS OR AS DIRECTED BY ENGINEER

OR WMA INSPECTOR:

A. CALL "MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO THE START OF WORK.

B. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.

C. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACK FILLED, COMPACTED, AND STABILIZED AT THE END OF EACH WORKING

DAY. NO MORE TRENCH SHALL BE OPENED THAN CAN BE COMPLETED THE SAME DAY, UNLESS;

D. TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN

DISTURBED FOR MORE THAN ONE DAY.

23. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL BUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.

24. OFF-SITE SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY WMA AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL AGENCIES; OTHERWISE APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES.

ALL WASTE AND BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND STABILIZED.

25. SITES WHERE INFILTRATION DEVICES ARE USED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BE TAKEN TO PREVENT RUNOFF FROM UNSTABILIZED AREAS FROM ENTERING THE STRUCTURE DURING CONSTRUCTION. SEDIMENT CONTROL DEVICES PLACED IN INFILTRATION AREAS MUST HAVE BOTTOM ELEVATIONS AT LEAST TWO (2) FEET HIGHER THAN THE FINISHED GRADE BOTTOM ELEVATION OF THE INFILTRATION PRACTICE. WHEN CONVERTING A SEDIMENT TRAP TO AN INFILTRATION DEVICE, ALL ACCUMULATED SEDIMENT MUST BE REMOVED AND DISPOSED OF PRIOR TO FINAL GRADING OF INFILTRATION DEVICE.

26. WHEN A STORM DRAIN SYSTEM OUTFALL IS DIRECTED TO A SEDIMENT TRAP OR SEDIMENT BASIN AND THE SYSTEM IS TO BE USED FOR TEMPORARILY CONVEYING SEDIMENT LADEN WATER, ALL STORM DRAIN INLETS IN NON-SUMP AREAS SHALL HAVE TEMPORARY ASPHALT BERMS CONSTRUCTED AT THE TIME OF BASE PAVING TO DIRECT GUTTER FLOW INTO THE INLETS TO AVOID

SURCHARGING AND OVERFLOW OF INLETS IN SUMP AREAS.

27. SITE INFORMATION:

A. TOTAL AREA OF FACILITY: 72,500 AC. (APG), 7.25 AC. (C2 INTEGRATION FACILITY)

B. AREA DISTURBED: 7.25 AC.

C. AREA TO BE ROOFED OR PAVED: 4.29 AC.

D. TOTAL CUT: 5,600 CY.

E. TOTAL FILL: 6,200 CY.

F. OFF-SITE WASTE/BORROW AREA LOCATION: TO BE DETERMINED

a

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A

D a t e

A p p r

D e s c r ip t io n S y m b o l

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D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b y h ie f

A r c h

B r a n c

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G T

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IN

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T E

L

F A

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U .S

A R

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IN

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US Army Corps of Engineers

Sheet of

:0

:4 c p w w o rk in g g b n a d a rm o fp c d m s

C

IS

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A B

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D E

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IL

A D

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T R

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DESIGN FILE:

DATE: TIME: USER: $$DATE $$TIME $$USER

$$DGN

D a t e

P lo t d a t e

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P n o

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D e s ig n f il e n o

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FOR OFFICIAL USE ONLY

Sheet Reference

Number:

PHILADELPHIA DISTRICT

D a t e

A p p r

D e s c r ip t io n S y m b o l

B

C

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D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b ie f

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$$DGN

D a t e

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FOR OFFICIAL USE ONLY

Sheet Reference

Number:

N

30’ 60’0 15’

SCALE:1"=30’-0"

E X

IS

T

N D

IT

IO

N S

P L A

N

PROJECT LIMITS

PROJECT LIMITS

P D

S G

R C

R C

P-7

B-6

P-6

B-7

B-8

B-9

SWM-2

NEW SANITARY SEWER

LIFT STATION (NIC)

NEW 8" DIP SANITARY

SEWER FORCE MAIN (NIC)

NEW ELECTRICAL

MANHOLE (NIC)

NEW ELECTRICAL

SWITCHGEAR (NIC)

NEW 34.5kV 2-WAY

ELECTRICAL

DUCTBANK (NIC)

NEW 12" PVC

SANITARY SEWER (NIC)

NEW 12" PVC

SANITARY SEWER (NIC) NEW 12" PVC

SANITARY SEWER (NIC)

NEW SANITARY

SEWER MANHOLE (NIC)

NEW SANITARY

SEWER MANHOLE (NIC)

NEW SANITARY

SEWER MANHOLE (NIC)

NEW 34.5kV 4-WAY

ELECTRICAL DUCTBANK (NIC)

NEW 4160V 2-WAY

ELECTRICAL DUCTBANK (NIC)

NEW ELECTRICAL

MANHOLE (NIC)

NEW 34.5kV 4-WAY

ELECTRICAL DUCTBANK (NIC)

NEW ELECTRICAL

MANHOLE (NIC)

NEW ELECTRICAL

SWITCHGEAR (NIC)

NEW 34.5kV ELECTRICAL

DUCTBANK (NIC)

NEW ELECTRICAL

MANHOLE (NIC)

NEW ELECTRICAL

MANHOLE (NIC)

NEW 34.5kV ELECTRICAL

DUCTBANK (NIC)

NEW 34.5kV ELECTRICAL

DUCTBANK (NIC)

NEW 34.5kV ELECTRICAL

DUCTBANK (NIC)

NEW SANITARY SEWER

MANHOLE S2 (NIC)

C-101

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

126 14337194.8219 1320626.9757 32.7572 IRON ROD AND CAP

127 14337541.7270 1320905.6874 31.4348 IRON ROD AND CAP

149 14338307.7610 1320707.8264 31.7800 IRON ROD AND CAP

SURVEY CONTROL POINTS

EXISTING POWER

POLE #50 C9

NOTES:

1. THE SANITARY SEWER LIFT STATION/FORCE MAIN AND ELECTRICAL DISTRIBUTION INFRASTRUCTURE IMPROVEMENT PROJECTS HAVE AN ANTICIPATED CONSTRUCTION COMPLETION DATE OF AUGUST 15, 2010. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH MULTIPLE CONTRACTORS AND TRADES ON A DAILY BASIS WHILE THE ADJACENT INFRASTRUCTURE PROJECTS ARE UNDER

CONSTRUCTION.

2. CONTRACTOR SHALL ENSURE THAT ALL UTILITY SERVICES TO BUILDINGS 5042 & 5045 ARE MAINTAINED AND UNINTERRUPTED UNTIL BUILDINGS ARE VACATED. CONTRACTOR SHALL PROVIDE ALL NECESSARY APPURTENANCES TO CONNECT TO EXISTING UTILITIES.

3. CONTRACTOR CAN UTILIZE EXISTING POWER POLE #50 C9 FOR TEMPORARY ELECTRICAL SERVICE. CONTRACTOR SHALL PROVIDE ALL

NECESSARY APPURTENANCES FOR TEMPORARY ELECTRICAL SERVICE.

a a a

N O

T

V

IS

D

E R

D E

V

IE

W

EOI

EOI EOI

G V

S

W V

W V

S S

W V

W V

W V

SS

S

G V

W V

G W P

W V

G V

G W P

W V

U K

W V

A S

P H

W A

L K

CONC. WALK

BOOTHBY HILL AVENUEASPH.

H A

R V

A

R E

E T

E R

R Y

H

P L E

P L E

CONC. WALK

C A

M O

R E

P O

W

L E

V

C O

M

L E

T E

L E

P H

O

L E

N O

COMBO POLE

# 50 B 10 T E

L E

P H

O

L E

GUY POLE

# 50 A 20

C O

M

L E

COMBO POLE

# 50 B 9

COMBO POLE

# 50 A 18

C O

M

L E

C O

M

L E

C O

M

L E

COMBO POLE

# 50 A 17

C O

L E

P O

W

L E

P O

W

L

W V

W V

S

W V

W V

S

S

4" APPLE 10’

16" MAPLE 30’

(4) BUSH

S H

G

L E

BUILDING

# 4125

(7) BUSH

HEDGE HEDGE HEDGE

18" OAK 40’

C A

M O

R E

T

COMBO POLE

# 41 C 9

G

L E

A/C ON

PAD

A/C ON

CONC. PAD

C O

N C

P A

D

A/C ON

PAD

F U

K

C O

N C

P A

D

SHRUBS

C A

M O

R E

C A

M O

R E

E

P L E

16" MAPLE 34’

A P

S H

12" MAPLE 32’

27" MAPLE 65’

C O

M

L E

W

IG

H T

C O

L E

IR

E N

C O

M

L E

H T

N O

CONC. DITCH CONC. DITCH

C O

M

L E

H T

CONC. WALK

C O

M

L E

N O

C O

M

L E

H T

SIGN

C O

N C

C U

R B

CONC. WALK

CONC. PAD

H

18" LOCUST 54’

C O

N C

C U

R B

C O

N C

C U

R B

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

COMBO POLE

W/ LIGHT

NO #

C O

M

L E

2" MAPLE 4’

2" MAPLE 4’

T E

L E

P H

O N

E

M A

N H

O L E

COMBO POLE

# 41 A 6

BUILDING

# 5037

BUILDING

# 5035 BUILDING

# 5032

BUILDING

# 5033

BUILDING

# 5042

BUILDING

# 5045

BUILDING

# 5047

GUY POLE

# 40 E 4

SIGN

A/C ON

CONC. PAD

A/C ON

CONC. PAD

SHED

C O

M

L E

C O

M

L E

C O

M

L E

N O

POWER POLE

A/C ON

CONC. PAD

FUEL TANK

ON CONC. PAD6

C H

A

IN

L

N C

E

C O

M

L E

C O

M

L E

C O

M

L E

GUY POLE

# 50 A 14

C O

M

L E

N O

COMBO POLE

# 50 A 13

COMMUNICATION

MANHOLE

A/C ON

CONC. PAD

CONC.

CONC.

A/CA/C A/CA/C

GRAVEL

S H

E D

A B

O

O U

N D

S T

E

E

POWER POLE

NO #

ABOVE GROUND

GAS LINE

IL

N K

N C

P A

D

A B

O

O U

N D

S T

E

E

C O

N C

W A

L K

A

C O

N C

P A

D

ABOVE GROUND

STEAM LINE

P O

W

L E

POWER POLE

NO #

A/C

A/C

A/C

S H

E D

CONC.

PAD

A/C ON

CONC. PAD

CONC.

GUY POLE

# 50 A 26

POWER POLE

W/ LIGHT

# 50 A 25

POWER POLE

# 50 A 23

POWER POLE

NO #

P O

W

L E

N O

GRAVEL SHOULDER

GRAVEL SHOULDER

C H

A

IN

L

N C

E

SHED

POWER POLE

# 50 A 24

ABOVE GROUND

STEAM LINE

POWER POLE

# 50 A 28 1/2

P O

W

L E

POWER POLE

# 50 C 13

P R

O P

A

N K

N C

P A

D

A/C ON

CONC. PAD

A/C ON

CONC. PAD

8’ CHAIN

LINK FENCE

NO ACCESS

POWER POLE

# 50 C 17

POWER POLE

NO #

POWER POLE

# 50 C 16

C O

N C

P A

D

8’ CHAIN

LINK FENCE

NO ACCESS

COMBO POLE

# 50 C 12

POWER POLE

W/ LIGHT

# 50 C 10

POWER POLE

# 50 C 11

MIXED WOODS

ABOVE GROUND

STEAM LINE

STEAM

MANHOLE

E A

M

M A

N H

O L E

S T

O R

M

M A

N H

O L E

S T

E A

M

M A

N H

O L E

POWER POLE

# 50 C 9

POWER POLE

W/ LIGHT

# 50 C 8 A

C O

N C

P A

D

7’ CHAIN

LINK FENCE

POWER POLE

# 50 A 27

POWER POLE

W/ LIGHT & SIREN

# 50 L 5

H A

R V

A

R E

E T

POWER POLE

W/ LIGHT

# 50 L 4

POWER POLE

W/ LIGHT & SIREN

# 50 L 3

P O

W

L E

N O

TELEPHONE

MANHOLE

P O

W

L E

H T

FUEL TANK ON

CONC. PAD

W E

A T

IO

N A

S P

H

W V

S

S

CONC. APRON

GRAVEL

GRAVEL

A/C ON

CONC. PAD

A/C ON

CONC. PAD

POWER POLE

W/ LIGHT

# 50 C 4

C O

M

L E

B U

IL

D

IN

G

A S

P H

C O

N C

C U

R B

C O

N C

A S

P H

C O

N C

A P

R O

N

ASPH.

C O

M

L E

N O

F U

E L

T A

N K

CONC.

STOOP

T R

A N

S F

O R

M E

R

CONC. WALL

TELEPHONE POLE

# 50 L 8

N O

POWER POLE

NO #

C O

N C

P A

D

STEAM

MANHOLE

IR

O

N

R A

IL

POWER POLE

NO #

S H

E D

POWER POLE

NO #

P O

W

L E

ASPH.

GRAVEL SHOULDER

CONC.

CONC.

CONC.

CONC.

PAD

UNKNOWN

VAULT

ELEC. BOX

ON POST

P O

W

L E

H T

TELEPHONE

MANHOLE

T E

L E

P H

O

L

COMMUNICATION

MANHOLE

C H

IM

N E

Y

CHIMNEY

C O

N C

C U

R B

C O

N C

C U

R B

SIGN

G R

A V

O U

L D

E R

GRAVEL SHOULDER

GRAVEL

GRAVELGRAVEL

A S

P H

C O

N C

ASPH.

BUILDING

# 5031

WOOD RAMP

TELEPHONE POLE

NO #

C O

M

L E

A S

P H

C O

N C

A S

P H

T E

L E

P H

O

L E

N O

P O

W

L E

H T

POWER POLE

NO #

G

L E

2 COMBO POLE

W/ LIGHT

NO #

GRAVEL

POWER POLE

# 50 C 14

P O

W

L E

GRAVEL

GUY POLE

# 50 C 9 1/2

POWER POLE

# 50 C 7

POWER POLE

# 50 C 5

POWER POLE

# 50 C 6

ASPH.

CONC.

ASPH.

MONITORING

WELL

SHED

MONITORING

WELL

WALL

C O

N C

C U

R B

C O

N C

C U

R B

CONC. CURB

TRANSFORMERS

ON CONC. PAD

TRANSFORMERS

ON CONC. PAD

GRAVEL

8’ CHAIN

LINK FENCE

NO ACCESS

TRANSFORMERS

ON CONC. PAD

C E

S S

W V

W V

ASPH.

CONC.

ASPH.

CONC.

ASPH.

ASPH.

GRAVEL

CONC.CONC.

GRAVEL

CONC.

PAD

W

V

BOOTHBY HILL AVENUE

CONC. WALK

GRAVEL

S T

E E

L

P L

A T

E

ROD AND CAP

RA #149

ROD AND CAP

RA #128

ROD AND CAP

RA #127

B Z C

A C B C

C

C D

C P

C Q

C R

C N

C G

R C P

IN

V

.7

P

IN

V

.3

C M P

IN

V

.9

C M P

IN

V

.7

F F

E

.7

F F

E

.7

F F

E

.3

F F

E

.3

F F

E

.7

FFE

= 33.35

FFE

= 33.37

FFE

= 33.38

FFE

= 33.38

FFE

= 32.38

FFE

= 32.39

EXPOSED

GROUND

FFE

= 32.39

FFE

= 32.37

F F

E

.6

F F

E

.6

FFE

= 31.59

F F

E

.5

F F

E

.5

FFE

= 31.59

FFE

= 31.18

FFE

= 31.23

F F

E

.1

F F

E

.1

F F

E

.1

F F

E

.1

CONC.

HAND

RAIL

D R

O P

B O

X

R RR

R

(EMPTY)

(EMPTY)

A B

A N

D O

N

T E

R

ABANDONED

(EMPTY)

(EMPTY)

(EMPTY)

E

M P

T Y

E

M P

T Y

(EMPTY)

E

M P

T Y

Q

L D

W (QL"D")

T/DUCT

(DATFI)

(QL"D")

(DATFI)

R

R

RR

R

EOI

R

Q

L D

E

EORI

EORI

EORI

W V

W V

W V

Q

L D

Q

L D

Q

L D

(QL"D")

Q

L D

(QL"D")

(QL"D")

(QL"D")

Q

L D

Q

L D

Q

L D

(QL"D

Q

L D

(QL"D") (QL"D")

R

ASPH.

RAVENNA ROAD RAVENNA ROADASPH.

ASPH.

ASPH.

C O

N C

C U

R B

CONC.

R C P

IN

V

.6

R

C P

IN

V

.6

A B

O V

E

G R

O U

N D

S T

E

E

C

34.5KV

.1

K

V

G V

(QL"D")

WV

R

STEAM

(QL"D")

R

C

O

EOI

EOI

WV

(QL"D")

WV

(QL"D")

W V

W V

W V

EOI

EOI

EORI

EORI

Q

L D

Q

L D

EOI

R

R

EOI

EORI

Q

L D

34.5KV 34.5KV

34.5KV

34.5KV

.5

K V

.5

K V

.5

K V

.5

K V

EOI

EOI

EOI

EOI

UNK (QL"D")EORI

E

CO

(QL"D")

C

O

C

O

TMH

EORI

C

O

EOI

EORI

Q

L D

Q

L D

EOI

(QL"D")(QL"D")

Q

L D

CO (QL"D")

A B

A N

D O

N E

D

Q

L D

(Q L "D

Q

L D

Q

L D

CO (QL"D")

Q

L D

Q

L D

(Q L "D

Q

L D

Q

L D

Q

L D

Q

L D

W V

EOI

EOI

EOI

STMH

(QL"D")

32 32

EOI

EOI

E(QL"D")

R

R

EORI

EORI

E

W V

EOI

33 33

E

EORI

EOI

EOI

EOI

EOI

EOI

Q

L D

Q

L D

Q

L D

Q

L D

Q

L D

(QL"D")

Q

L D

(QL"D") (QL"D")

EOI

EOI

EOI

S S

SS

CB

YI

YI

TRANSFORMER T-1 TRANSFORMER T-2

PMS-SS4A PMS-SS4B PMS-SS4C

5MVA XFMR5MVA XFMR

SWITCH SWITCHSWITCH

VAULT BELOW

24" W 24" W

24" W 14" W

24" W 24" W 24" W

24" W

24" W 24" W

YI

SUBSTATION SS-4

COMPACTED SUBGRADE

UNTREATED GRADED

AGGREGATE BASE

RAPID DRAINING MATERIALS

(RDM) BASE COURSE

UNTREATED GRADED AGGREGATE

BASE COURSE

GEOTEXTILE FABRIC

SAWCUT EXISTING PAVEMENT

18" BEYOND PAVEMENT LIMITS

SHOWN ON PLANS

EXISTING

SUBBASE

REMOVE EXISTING PAVEMENT

TO SUBBASE ELEVATION

EXISTING PAVEMENT

SECTION

BITUMINOUS CONCRETE SURFACE COURSE

BITUMINOUS CONCRETE BASE COURSE

PHILADELPHIA DISTRICT

S

T

A

IL

S

D1 NO SCALE

A3 NO SCALE

D5

NO SCALE

A1 NO SCALE

POST INDICATOR VALVE

C1 NO SCALE

WATER VALVE BOX

WATER MAIN

CONCRETE VALVE SEAT

POST INDICATOR

VALVE

12"

INDICATOR POST

FINISH GRADE

TOP OF CURB

FINISHED GRADE

UNTREATED GRADED

AGGREGATE BASE

RAPID DRAINING MATERIALS

(RDM) BASE COURSE

UNTREATED GRADED AGGREGATE

BASE COURSE

ASPHALT PAVEMENT SECTION

PAVEMENT TRANSITION DETAIL

FIRE HYDRANT

FINISHED

GRADE

MAINTAIN ARRANGEMENT AND

CLEARANCES. DO NOT USE WOOD

FOR PERMANENT BLOCKING.

DETECTABLE

WARNING

TAPE

8" 6"6"

2’ MIN.

(TYP.)

2" MIN.

20"

12’-0"

6’-0"

7’-0"

BONDING RIBBON

(3 EACH SIDE)

8" DIA.

SUMP

TOP SECTION

4,360 LBS

2-TON PULL/LIFT ANCHOR

(1 EACH CORNER)

1" DIA. GROUND ROD KNOCKOUT

(1 PLACE IN FLOOR)

12’-0"

B

(4) - 2-TON LIFT ANCHORS

2’-3" 6’-0"

A

B

A

2’-7"

2’-3"

2’-9"

6"

6"

6" 6"

1/2" DIA. INSERT

(3 EACH END)

7’-0"

BUTYL RESIN SEALANT (TYPICAL)

CL

2’-3"

LC

2’-3"

TERMINAL BANK

TYPICAL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

BONDING RIBBON ON

INSIDE PERIMETER OF

MANHOLE

PULL/LIFT IRON

(2 EACH END)

16.5" (TYP.)

3/4" DIA. 10’-0" LONG

GROUND ROD

KNOCKOUT

(1 PLACE IN FLOOR)

NOTE 11

34" OR 55"

CABLE RACK

NOTE 10

PULL/LIFT IRON

(2 EACH END)

14.

DETAIL NOTES:

SECTION AA

SECTION BB

PLAN VIEW

2-TON PULL/LIFT

ANCHOR

(1 EACH CORNER)

42" DIA.

ACCESS

FINISHED

GRADE

42" DIA.

ACCESS

NONMETALLIC

CABLE RACKS

5 ON LONG

SIDES 2 ON

SHORT SIDES

NONMETALLIC

CABLE RACKS

5 ON LONG

SIDES 2 ON

SHORT SIDES

(10 EACH SIDE, 12 EACH END)

BASE SECTION 3,460 LBS.

15.

MINIMUM INSIDE CLEAR DIMENSION SHALL BE 12’-0"L x 6’-0"W x 7’-0"D.

COORDINATE EXACT PLACEMENT OF MANHOLES WITH DOIM.

MAXIMUM DISTANCE BETWEEN MANHOLES SHALL NOT EXCEED 600 FEET.

CONCRETE ENFORCE ALL MANHOLE COLLARS PLACED IN ROADWAYS OR PARKING AREAS.

PLACE MANHOLE A MINIMUM OF 24" DEPTH BELOW GROUND LEVEL.

GROUND ROD WILL BE PLACED IN THE REAR CORNER OF MANHOLE OPPOSITE THE SIDE TERMINATOR.

PLACE MANHOLES NEAR INTERSECTION WHERE POSSIBLE.

CONCRETE ENCASE ALL 45/90 DEGREE SWEEPS.

PULLING IRONS REQUIRED FOR EACH WALL.

1/2" X 2 1/2" GALVANIZED MACHINE BOLT AND CONCRETE INSERT (TYP.).

CABLE RACK (TYP.) ATTACHED TO S OR L CABLE BACK SUPPORT.

CABLE RACK SUPPORT (TYP.).

14" CABLE HOOK (TYP.).

PROVIDE CABLE TAGS PER DOIM REQUIREMENTS.

COORDINATE CONDUIT KNOCKOUT REQUIREMENTS WITH DETAIL E4/C504.

CONDUIT KNOCKOUT

(10 EACH SIDE,

12 EACH END)

B4

NO SCALE

NOTE 12

CABLE

BACK

SUPPORT

1/2" X 2/12"

BOLT

CABLE

HOOK

NOTE 13

MIDDLE SECTION

5,620 LBS.

2-TON LIFT

ANCHOR

(4 PLACES

IN TOP)

PROVIDE H20 TRAFFIC

RATED LOCKING COVER.

TURN 3 KEYS OVER TO

DOIM.

VERIFY MANHOLE NUMBER

WITH DOIM AND STENCIL

ON INSIDE OF COLLAR

8" DIA.

SUMP W.

GRATE ON

TOP

BONDING

RIBBON

(3 EACH

SIDE)

E5 NO SCALE

CURB TRANSITION DETAIL

E1 NO SCALE

TYPICAL PERVIOUS PAVEMENT DETAIL

SUBGRADE

GEOTEXTILE FABRIC

PERVIOUS PAVEMENT SYSTEM

NOTE: PERVIOUS PAVEMENT SECTION SHALL BE IN ACCORDANCE WITH ONE

OF THE FOLLOWING SYSTEMS:

GRASSCRETE

GEOBLOCK 5150

TERRACELL- CELLULAR CONFINEMENT SYSTEM

SURFACELL- CELLULAR CONFINEMENT SYSTEM

GRASSROAD PAVERS PLUS

GEOWEB SYSTEM

PRESTO GEOWEB CELLULAR CONFINEMENT SYSTEM

TELECOMMUNICATION DUCTBANK

P D

S G

R C

R C

#5 BARS WITH

#3 TIES AT 30" O.C.

PROVIDE REINFORCING

UNDER PAVED AREA OR

BUILDING FOUNDATION

ONLY

TELECOMMUNICATION / ELECTRICAL MANHOLE

UNTREATED GRADED

AGGREGATE BASE COURSE

SCHED. 40 PVC (TYP.) SIZE

TELECOM DUCT BANK PER

1/T-101. PROVIDE BELL ENDS @

MANHOLE JUNCTIONS. PROVIDE

FACTORY BENT SWEEPS INTO

EQUIPMENT ENCLOSURES.

MINIMUM BEND RADIUS SHALL

BE 36".

TOPSOIL WITH GRASS (APPLY TOPSOIL

IN ACCORDANCE WITH PROJECT

SPECIFICATIONS)

C-503

NO SCALED3

ABANDONMENT OF PIPE AT MANHOLE

a a a

D E

T A

D

E R

D E

V

IE

W

A

D a t e

A p p r

D e s c r ip t io n S y m b o l

B

C

D

E

D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b ie f

A r c h

B r a n

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

IT

E

U .S

A R

R

G

IN

E E

Sheet of

:1

:5 c p w w o rk in g g b n a d a rm o fp c d m s

C

IS

R

W H

C

.d g n

C

IS

R

P

H A S E

II

A B

E R

D E

O V

O U

N D

M A

R Y L A

E

N

IL

A D

E L

P

T R

IC

T

C

IN

T E

G R

A T

C

IL

$$DGN

D a t e

P t e

R n o

W

B U

R

D e s ig n f il e n o

F il e n a m e

P lo t s c a le

R e v n o

C

IS

R

W H

C

.d g n

M

FOR OFFICIAL USE ONLY

Sheet Reference

Number:

A6 NO SCALE

S

T

A

IL

S

R C

P D

S G

D* DENOTES DOWEL DIAMETER

TRANSVERSE

LONGITUDNAL

NOTE: SAW CUT WILL NOT EXTEND BELOW STEEL REINFORCING.

h

2 2

D* h

1"

D* DENOTES DOWEL DIAMETER, EITHER ONE PIECE OR

THREADED SPLIT-TYPE DOWELS MAY BE USED

LONGITUDNAL

DOWEL

EXPANSION CAP

SLIP FIT

PAINT AND OIL

END OF DOWEL

h

2 2

D*

D* DENOTES DOWEL DIAMETER, EITHER ONE PIECE OR

THREADED SPLIT-TYPE DOWELS MAY BE USED

TRANSVERSE

CONSTRUCTION JOINT

EXPANSION JOINT

d d d d d

WIDTH, IN.

MIN. MAX.

<25

24 - 50

>50

1/2

3/4

1.0

5/8

7/8

1-1/8

TABLE

JOINT SPACING

FT.

W = WIDTH OF SEALANT RESERVIOR (SEE TABLE)

D = DEPTH OF SEALANT (1.0 TO 1.5 X W )

T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER (CONSTRUCTION JOINT)

a). 14" SLAB THICKNESS FOR PAVEMENT LESS THAN 12 INCHES b). 3 INCHES FOR PAVEMENT 12-18 INCHES c). 18" SLAB THICKNESS FOR PAVEMENT MORE THAN 18 INCHES d

WWF IS NOT CARRIED

THROUGH JOINTS

XX X XX X XXXXX X

XX X XX X X X XX X

XX X XX X XXXXX X

XX X XX X XXXXX X

XX X XX X XX X XX X

XX X XX XX

JOINT SEALANT

FORMED BUTT JOINT

3" MAX 3" MAX

WWF IS NOT CARRIED

THROUGH JOINT

6x6-W2.9xW2.9 WWF

PAINT AND OIL

ONE END OF

DOWEL

DOWELED TRANSVERSE OR LONGITUDNAL

3" MAX3" MAX

h

1"

6x6-W2.9xW2.9 WWF h h

2 2

D*d 3" MAX 3" MAX

WWF IS NOT CARRIED

THROUGH JOINT

JOINT SEALANT

6x6-W2.9xW2.9 WWF

PAINT AND OIL

ONE END OF

DOWEL

EITHER ONE PIECE OR

THREADED SPLIT TYPE

DOWEL MAY BE USED

h

3" MAX. (TYP)

3"

2" 1"

6x6-W2.9xW2.9 WWF

3" MAX

d h d h

3/4" MIN.

WWF IS NOT CARRIED

THROUGH JOINT

JOINT SEALANT

EXPANSION

JOINT

h

T

BACKER

MATERIAL

BACKER

MATERIAL

BACKER

MATERIAL

JOINT

BOTTOM

POURED

JOINT

SEALER

INITIAL

SAWCUT (1/8)

OR INSERT

CRACK

CONTRACTION JOINT

W W

D D

PAVEMENT

SURFACE

PAVEMENT

SURFACE

PAVEMENT

SURFACE

POURED

JOINT

SEALER

BUTT

JOINT

JOINT

FILLER

POURED

JOINT

SEALER

3/4"

MIN.

6x6-W2.9xW2.9 WWF h

3"

.2 h d

5’ MIN.

C6 NO SCALE

CONTRACTION JOINT DETAIL FOR CONCRETE PAVEMENT

EXPANSION JOINT DETAIL FOR CONCRETE PAVEMENT

NOTE: ALL DOWEL BARS TO BE #4 BARS

h =DEPTH OF NEW PAVEMENT d

NOTE: ALL DOWEL BARS TO BE #4 BARS

h =DEPTH OF NEW PAVEMENT d

NOTE: ALL DOWEL BARS TO BE #4 BARS

h =DEPTH OF NEW PAVEMENT d

NOTE: ALL DOWEL BARS TO BE #4 BARS

h =DEPTH OF NEW PAVEMENT

A4 NO SCALE

EDGE OF CONCRETE PAVEMENT DETAIL

5’ MIN.5’ MIN.

ASPHALT PAVEMENT SECTION

C501

E1

A1 NO SCALE

EDGE OF CONCRETE PAVEMENT DETAIL

THICKENED EDGE OF

CONCRETE PAVEMENT C505

A4

CONCRETE PAVEMENT

SECTION C501

C1

B4 NO SCALE

JOINT SEALANT DETAIL

PAINT

WHITE

PAINT

BLUE

PAINT

WHITE

B1 NO SCALE

HANDICAP PARKING SPACE

D6 NO SCALE

CONSTRUCTION JOINT DETAIL FOR CONCRETE PAVEMENT

6x6 - W2.9xW2.9 WWF

3"

C-505

D4 NO SCALE

RESERVED FOR LOW EMISSION VEHICLES SIGN

D1 NO SCALE

WATER MAIN CROSSING STORM DRAIN

a a

D E

T

D

E R

D E

V

IE

W

A

D a t e

A p p r

D e s c r ip t io n S y m b o l

B

C

D

E

D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b ie f

A r c h

B r a n

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

IT

E

U .S

A R

R

G

IN

E E

Sheet of

:1

:1 c p w w o rk in g g b n a d a rm o fp c d m s

C

IS

R

W H

C

.d g n

C

IS

R

P

H A S E

II

A B

E R

D E

O V

O U

N D

M A

R Y L A

E

N

IL

A D

E L

P

T R

IC

T

C

IN

T E

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A T

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IL

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D a t e

P t e

R n o

W

B U

R

D e s ig n f il e n o

F il e n a m e

P lo t s c a le

R e v n o

C

IS

R

W H

C

.d g n

M

FOR OFFICIAL USE ONLY

COMPACTED SUBGRADE GEOTEXTILE

OR EQUAL

UNTREATED GRADED AGGREGATE

BASE COURSE

UNTREATED GRADED AGGREGATE

BASE COURSE

RAPID DRAINING MATERIALS

(RDM) BASE COURSE

PCC SLAB

(FLEXURAL STRENGTH 700 PSI)

RESERVED

PARKING

FOR LOW

EMISSION

VEHICLES

12"

Sheet Reference

Number:

R

C PARKING STALLL Z

R

R=18’

M T

4" WIDE BLUE

STRIPING

NOTE:

REFER TO DETAIL E3/C-502

FOR ADDITIONAL INFORMATION 4’-6"

6"

4" 10"

6"

6"

20"

12"

1"

G E

5’-0" OR

8’-0"

AS PER PLANS

30’ 60’0 15’

SCALE:1"=30’-0"

CD-102

U T

IL

M O

L

IT

A

N P

H A S E

I

C2/CNT EAST LIMITS

(ALL WORK IN CROSS HATCHED

AREA TO BE REMOVED BY OTHERS)

REMOVE

STORM SEWER

REMOVE

CATCH BASIN

REMOVE

STORM

STRUCTUREREMOVE

FENCE

REMOVE

STEAM LINE

REMOVE

OVERHEAD

POWER LINE

REMOVE

GAS LINE

REMOVE

UTILITY LINE

REMOVE

WATER LINE

REMOVE

STORM SEWER

REMOVE

MONITORING

WELL

REMOVE

UTILITY LINE

REMOVE

COMMUNICATION

DUCTBANK

REMOVE

OVERHEAD POWER

LINE

REMOVE

COMMUNICATION

DUCTBANK

REMOVE

GAS LINE

REMOVE

POWER POLE

(TYP.)

REMOVE

SANITARY SEWER

MANHOLE

REMOVE

COMMUNICATION

DUCTBANK

REMOVE

OVERHEAD

POWER LINE

REMOVE GUY

WIRE (TYP.)

REMOVE

OVERHEAD

POWER LINE

REMOVE

STORM SEWER

REMOVE

ELECTRICAL

EQUIPMENT

REMOVE

SANITARY

CLEANOUT

REMOVE

STORM

SEWER

REMOVE

VALVE

REMOVE STORM

MANHOLE

REMOVE UTILITY

STRUCTURE

REMOVE

STEAM

MANHOLE

REMOVE

VALVES

AND FIRE

HYDRANT

R C

P D

SEAL DRAINAGE

INLET AT PIPE

OPENING

MAINTAIN POLE

DURING

DEMOLITION

SEAL DRAINAGE

INLET AT PIPE

OPENING

REMOVE & CAP

30" STORM SEWER

AT THE LIMITS OF

PHASE I REMOVAL

CAP STEAM LINE AT

LIMITS OF PHASE I

REMOVAL

REMOVE OH

POWER LINE

REMOVE OH

POWER LINE

REMOVE SANITARY

SEWER MANHOLE

REMOVE COMM.

DUCTBANK

SEAL PIPE OPENING

AT MANHOLE

REMOVE

WATER LINE

REMOVE

STEAM LINECAP STEAM LINE AT

LIMITS OF PHASE I

REMOVAL

REMOVE STORM

MANHOLE

REMOVE STORM

STRUCUTRE

CAP STEAM LINES AT

LIMITS OF PHASE I

REMOVAL

REMOVE

STEAM LINES

REMOVE

STEAM LINES

SEAL COMMUNICATION

DUCTBANK AT LIMITS

OF PHASE 1 REMOVAL

REMOVE TO POLE AND

TERMINATE AT POLE

(TYP)

CAP 6" WATER LINE

AT LIMITS OF PHASE I

REMOVAL

CAP EX. 6" WATER

LINE

CAP EX. 6" WATER

LINE

REMOVE 8"

SANITARY SEWER

REMOVE 8"

SANITARY SEWER

REMOVE 6"

WATER LINE

CAP 8" SANITARY SEWER

AT LIMITS OF PHASE I

REMOVAL

REMOVE 6"

SANITARY SEWER

REMOVE 8" SANITARY

SEWER

REMOVE 6"

WATER LINE

CAP 6"

WATER LINE

D3

C503

REMOVE EX.

OVERHEAD POWER LINE

(SEE NOTE 6)

REMOVE EX.

POWER POLE

(SEE NOTE 6)

REMOVE EX.

POWER POLE

(SEE NOTE 6)

REMOVE EX.

OVERHEAD POWER LINE

(SEE NOTE 6)

REMOVE EX.

POWER POLE

(SEE NOTE 6)

REMOVE

OVERHEAD

POWER LINE

(SEE NOTE 6)

REMOVE EX.

POWER POLE

(SEE NOTE 6)

REMOVE

OVERHEAD

POWER LINE

(SEE NOTE 6)

REMOVE

POWER POLE

(SEE NOTE 6)

REMOVE

OVERHEAD

POWER LINE

REMOVE

OVERHEAD

POWER LINE

(SEE NOTE 6)

NOTE:

1. COORDINATE PAVEMENT REMOVAL, BUILDING REMOVAL AND UTILITY REMOVAL

WITH ADJACENT C2/CNT EAST PROJECT SITE REMOVAL (BY OTHERS).

2. BUILDING 5035 SHALL BE VACATED AND ABLE TO BE DEMOLISHED BY JULY 15,

2010. CONTRACTOR SHALL CLEAR AND ROUGH GRADE AREA TO DRAIN PROPERLEY,

AND TURN OVER AREA LOCATED OUTSIDE THE PROJECT LIMITS (AS DEFINED ON

SHEET C-101) TO THE CONTRACTOR FOR THE ADJACENT C2/CNT EAST PROJECT.

3. ANY VALVES (OTHER THAN CORPORATION STOPS), MANHOLES, AND CLEANOUTS

ON LINES INDICATED TO BE REMOVED AND WITHIN THE LIMITS OF REMOVAL SHALL

ALSO BE REMOVED, THE SERVICE CAPPED AND CONCRETE ENCASED. MANHOLES

OR INLETS AT LIMITS OF UTILITY LINE REMOVAL SHALL BE SEALED IN ACCORDANCE

WITH DETAIL A2/C503.

4. WATER AND SEWER LINES SHALL BE PROPERLY ABANDONED AND AS DIRECTED BY

THE CITY OF ABERDEEN.

5. CONTRACTOR SHALL REPAIR ANY AND ALL EXISTING UTILITIES THAT ARE DAMAGED

AS A RESULT OF CONSTRUCTION, AS DIRECTED BY THE CITY OF ABERDEEN DPW.

6. EXISTING OVERHEAD ELECTRICAL LINES AND POWER POLES SHALL REMAIN IN

SERVICE UNTIL THE ELECTRICAL DISTRIBUTION INFRASTRUCTURE PROJECT IS

COMPLETED AND IN SERVICE. CONTRACTOR SHALL PROTECT AS NECESSARY.

a a a a a a a a a a a

N O

T

V

IS

D

E R

D E

V

IE

W

A

D a t e

A p p r

D e s c r ip t io n S y m b o l

B

C

D

E

D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b ie f

A r c h

B r a n

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

U .S

A R

R

G

IN

E E

Sheet of

:1

:3 c p w w o rk in g g b n a d a rm o fp c d m s

C

IS

R

W H

C D

.d g n

C

IS

R

P

H A S E

II

A B

E R

D E

O V

O U

N D

M A

R Y L A

E

N

IL

A D

E L

P

T R

IC

T

C

IN

T E

G R

A T

C

IL

$$DGN

D a t e

P t e

R F

P n o

W

B U

R

D e s ig n f il e n o

F il e n a m e

P lo t s c a le

R e v n o

C

IS

R

W H

C D .d g n

M A

R

FOR OFFICIAL USE ONLY

Sheet Reference

Number:

EOI

EOI EOI

G V

S

W V

W V

S S

W V

W V

W V

SS

S

G V

W V

G W P

W V

G V

G W P

W V

U K

W V

A S

P H

W A

L K

CONC. WALK

BOOTHBY HILL AVENUEASPH.

H A

R V

A

R E

E T

E R

R Y

H

P L E

P L E

CONC. WALK

C A

M O

R E

P O

W

L E

C O

M

L E

T E

L E

P H

O

L E

N O

COMBO POLE

# 50 B 10 T E

L E

P H

O

L E

GUY POLE

# 50 A 20

C O

M

L E

COMBO POLE

# 50 B 9

COMBO POLE

# 50 A 18

C O

M

L E

C O

M

L E

C O

M

L E

COMBO POLE

# 50 A 17

C O

L E

P O

W

L E

P O

W

L

W V

W V

S

W V

W V

S

S

4" APPLE 10’

16" MAPLE 30’

(4) BUSH

S H

G

L E

# 4125

(7) BUSH

HEDGE HEDGE HEDGE

18" OAK 40’

C A

M O

R E

T

COMBO POLE

# 41 C 9

G

L E

A/C ON

PAD

A/C ON

CONC. PAD

C O

N C

P A

D

F U

C O

N C

P A

D

SHRUBS

C A

M O

R E

C A

M O

R E

E

P L E

16" MAPLE 34’

A P

S H

12" MAPLE 32’

27" MAPLE 65’

C O

M

L E

H T

C O

L E

E N

C O

M

L E

H T

N O

CONC. DITCH CONC. DITCH

C O

M

L E

H T

CONC. WALK

C O

M

L E

N O

C O

M

L E

H T

SIGN

C O

N C

C U

R B

CONC. WALK

CONC. PAD

H

18" LOCUST 54’

C O

N C

C U

R B

C O

N C

C U

R B

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

4" CHERRY 10’

COMBO POLE

W/ LIGHT

NO #

C O

M

L E

2" MAPLE 4’

T E

L E

P H

O N

E

M A

N H

O L E

COMBO POLE

# 41 A 6

BUILDING

# 5037

BUILDING

# 5035 BUILDING

# 5032

BUILDING

# 5033

BUILDING

# 5042

BUILDING

# 5045

BUILDING

# 5047

GUY POLE

# 40 E 4

SIGN

A/C ON

CONC. PAD

A/C ON

CONC. PAD

SHED

C O

M

L E

C O

M

L E

C O

M

L E

N O

POWER POLE

A/C ON

CONC. PAD

FUEL TANK

ON CONC. PAD6

C H

A

IN

L

N C

E

C O

M

L E

C O

M

L E

C O

M

L E

GUY POLE

# 50 A 14

C O

M

L E

N O

COMBO POLE

# 50 A 13

COMMUNICATION

MANHOLE

A/C ON

CONC. PAD

CONC.

CONC.

A/CA/C A/CA/C

GRAVEL

S H

E D

A B

O

O U

N D

S T

E

E

POWER POLE

NO #

ABOVE GROUND

GAS LINE

N K

N C

P A

D

A B

O

O U

N D

S T

E

E

C O

N C

W A

L K

A

C O

N C

P A

D

ABOVE GROUND

STEAM LINE

P O

W

L E

POWER POLE

NO #

A/C

A/C

A/C

S H

E D

CONC.

PAD

A/C ON

CONC. PAD

CONC.

GUY POLE

# 50 A 26

POWER POLE

W/ LIGHT

# 50 A 25

POWER POLE

# 50 A 23

POWER POLE

NO #

P O

W

L E

N O

GRAVEL SHOULDER

GRAVEL SHOULDER

C H

A

IN

L

N C

E

SHED

POWER POLE

# 50 A 24

ABOVE GROUND

STEAM LINE

POWER POLE

# 50 A 28 1/2

P O

W

L E

POWER POLE

# 50 C 13

P R

O P

A

N K

N C

P A

D

A/C ON

CONC. PAD

A/C ON

CONC. PAD

8’ CHAIN

LINK FENCE

NO ACCESS

POWER POLE

# 50 C 17

POWER POLE

NO #

POWER POLE

# 50 C 16

C O

N C

P A

D

8’ CHAIN

LINK FENCE

NO ACCESS

COMBO POLE

# 50 C 12

POWER POLE

W/ LIGHT

# 50 C 10

POWER POLE

# 50 C 11

MIXED WOODS

ABOVE GROUND

STEAM LINE

STEAM

MANHOLE

E A

M

M A

N H

O L E

S T

O R

M

M A

N H

O L E

S T

E A

M

M A

N H

O L E

POWER POLE

# 50 C 9

POWER POLE

W/ LIGHT

# 50 C 8 A

C O

N C

P A

D

7’ CHAIN

LINK FENCE

POWER POLE

# 50 A 27

POWER POLE

W/ LIGHT & SIREN

# 50 L 5

H A

R V

A

R E

E T

POWER POLE

W/ LIGHT

# 50 L 4

POWER POLE

W/ LIGHT & SIREN

# 50 L 3

P O

W

L E

N O

TELEPHONE

MANHOLE

P O

W

L E

H T

FUEL TANK ON

CONC. PAD

W E

A T

IO

N A

S P

H

W V

S

S

CONC. APRON

GRAVEL

GRAVEL

A/C ON

CONC. PAD

A/C ON

CONC. PAD

POWER POLE

W/ LIGHT

# 50 C 4

C O

M

L E

B U

IL

D

IN

G

A S

P H

C O

N C

C U

R B

C O

N C

A S

P H

C O

N C

A P

R O

N

ASPH.

C O

M

L E

N O

F U

E L

T A

N K

CONC.

STOOP

T R

A N

S F

O R

M E

R

CONC. WALL

TELEPHONE POLE

# 50 L 8

N O

POWER POLE

NO #

C O

N C

P A

D

STEAM

MANHOLE

IR

O

N

R A

IL

POWER POLE

NO #

S H

E D

POWER POLE

NO #

P O

W

L E

ASPH.

GRAVEL SHOULDER

CONC.

CONC.

CONC.

CONC.

PAD

UNKNOWN

VAULT

ELEC. BOX

ON POST

P O

W

L E

H T

TELEPHONE

MANHOLE

T E

L E

P H

O

L

COMMUNICATION

MANHOLE

C H

IM

N E

Y

CHIMNEY

C O

N C

C U

R B

C O

N C

C U

R B

SIGN

G R

A V

O U

L D

E R

GRAVEL SHOULDER

GRAVEL

GRAVELGRAVEL

A S

P H

C O

N C

ASPH.

BUILDING

# 5031

WOOD RAMP

TELEPHONE POLE

NO #

C O

M

L E

A S

P H

C O

N C

A S

P H

T E

L E

P H

O

L E

N O

P O

W

L E

H T

POWER POLE

NO #

G

L E

2 COMBO POLE

W/ LIGHT

NO #

GRAVEL

POWER POLE

# 50 C 14

P O

W

L E

GRAVEL

GUY POLE

# 50 C 9 1/2

POWER POLE

# 50 C 7

POWER POLE

# 50 C 5

POWER POLE

# 50 C 6

ASPH.

CONC.

ASPH.

MONITORING

WELL

SHED

MONITORING

WELL

WALL

C O

N C

C U

R B

C O

N C

C U

R B

CONC. CURB

TRANSFORMERS

ON CONC. PAD

TRANSFORMERS

ON CONC. PAD

GRAVEL

8’ CHAIN

LINK FENCE

NO ACCESS

TRANSFORMERS

ON CONC. PAD

C E

S S

W V

W V

ASPH.

CONC.

ASPH.

CONC.

ASPH.

ASPH.

GRAVEL

CONC.CONC.

GRAVEL

CONC.

PAD

W

V

BOOTHBY HILL AVENUE

CONC. WALK

GRAVEL

S T

E E

L

P L

A T

E

ROD AND CAP

RA #149

ROD AND CAP

RA #128

ROD AND CAP

RA #127

B Z C

A C B C

C

C D

C P

C Q

C R

C N

C G

R C P

IN

V

.7

P

IN

V

.3

C M P

IN

V

.9

C M P

IN

V

.7

F F

E

.7

F F

E

.7

F F

E

.3

F F

E

.3

F F

E

.7

FFE

= 33.35

FFE

= 33.37

FFE

= 33.38

FFE

= 33.38

FFE

= 32.38

FFE

= 32.39

EXPOSED

GROUND

FFE

= 32.39

FFE

= 32.37

F F

E

.6

F F

E

.6

FFE

= 31.59

F F

E

.5

F F

E

.5

FFE

= 31.59

FFE

= 31.18

FFE

= 31.23

F F

E

.1

F F

E

.1

F F

E

.1

F F

E

.1

CONC.

HAND

RAIL

D R

O P

B O

X

R RR

R

(EMPTY)

(EMPTY)

A B

A N

D O

N

T E

R

ABANDONED

(EMPTY)

(EMPTY)

(EMPTY)

E

M P

T Y

E

M P

T Y

(EMPTY)

E

M P

T Y

Q

L D

W (QL"D")

T/DUCT

(DATFI)

(QL"D")

(DATFI)

R

R

RR

R

EOI

R

Q

L D

E

EORI

EORI

EORI

W V

W V

W V

Q

L D

Q

L D

Q

L D

(QL"D")

Q

L D

(QL"D")

(QL"D")

(QL"D")

Q

L D

Q

L D

Q

L D

(QL"D

Q

L D

(QL"D") (QL"D")

R

ASPH.

RAVENNA ROAD RAVENNA ROADASPH.

ASPH.

ASPH.

C O

N C

C U

R B

CONC.

R C P

IN

V

.6

R

C P

IN

V

.6

A B

O V

E

G R

O U

N D

S T

E

E

C

.1

K

V

G V

E

N :1

N :1

E

E

N :1

E

N :1

E

N :1

E

N :1

N :1

E

(QL"D")

WV

R

STEAM

(QL"D")

R

C

O

EOI

EOI

WV

(QL"D")

WV

(QL"D")

W V

W V

W V

EOI

EOI

EORI

EORI

Q

L D

Q

L D

EOI

R

R

EOI

EORI

Q

L D

34.5KV 34.5KV

34.5KV

34.5KV

.5

K V

.5

K V

.5

K V

.5

K V

EOI

EOI

EOI

EOI

UNK (QL"D")EORI

E

CO

(QL"D")

C

O

C

O

TMH

EORI

C

O

EOI

EORI

Q

L D

Q

L D

EOI

(QL"D")(QL"D")

Q

L D

CO (QL"D")

A B

A N

D O

N E

D

Q

L D

(Q L "D

Q

L D

Q

L D

CO (QL"D")

Q

L D

Q

L D

(Q L "D

Q

L D

Q

L D

Q

L D

Q

L D

W V

EOI

EOI

EOI

STMH

(QL"D")

EOI

EOI

E(QL"D")

R

R

EORI

EORI

E

W V

EOI

E

EORI

EOI

EOI

EOI

EOI

EOI

Q

L D

Q

L D

Q

L D

Q

L D

Q

L D

(QL"D")

Q

L D

(QL"D") (QL"D")

EOI

EOI

EOI

C

O

S S

SS

YI

YI

TRANSFORMER T-1 TRANSFORMER T-2

PMS-SS4A PMS-SS4B PMS-SS4C

5MVA XFMR5MVA XFMR

SWITCH SWITCHSWITCH

24" W 14" W

24" W 24" W 24" W

24" W

24" W 24" W

YI

D a t e

A p p r

D e s c r ip t io n S y m b o l

B

C

D

E

D a t e

A p p r

D e s c r ip t io n S y m b o l

2 3 4 5 6

2 3 4 5

D w n b y

D e s ig n e d b y

R e v ie w e d b y :C k d b y

S u b m it t e d b ie f

A r c h

B r a n

L

IN

G T

O N

V

IR

G

T E

L

F A

X

R

R

E

U .S

A R

R

G

IN

E E

Sheet of

:1

:2 c p w w o rk in g g b n a d a rm o fp c d m s

C

IS

R

W H

C D

.d g n

C

IS

R

P

H A S E

II

A B

E R

D E

O V

O U

N D

M A

R Y L A

E

N

IL

A D

E L

P

T R

IC

T

C

IN

T E

G R

A T

C

IL

$$DGN

D a t e

P t e

R F

P n o

W

B U

R

D e s ig n f il e n o

F il e n a m e

P lo t s c a le

R e v n o

C

IS

R

W H

C D .d g n

M A

R

FOR OFFICIAL USE ONLY

Sheet Reference

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