Roseboro EMS Plans CIVIL ENGINEERING FULL SET.pdf

LIMITS OF DISTURBANCE

EXIST. AERIAL ELECTRIC

SILT FENCE ROCK OUTLET

FENCE

CLEANOUT

EXIST. SAN. SEWER

SANITARY SEWER

SILT FENCE

EXIST. STORM

EXIST. SANITARY MH

EXIST. WATER

AREA LIGHTING

EXIST. FIBER

WATER

EXIST. GAS

LEGEND

SURFACE FLOW

SHEET No.

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PROJECT SITE

VICINITY MAP

PROJECT SITE

ROSEBORO EMS STATION

SAMPSON COUNTY EMERGENCY SERVICES

CONSTRUCTION NOTES

1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE NORTH

CAROLINA BUILDING CODE, NCDOT, SAMPSON COUNTY, AND TOWN OF

ROSEBORO REQUIREMENTS.

2. UTILITY LINES AND SERVICES SHOWN HEREON ARE APPROXIMATE.

CONTRACTOR MUST NOTIFY NORTH CAROLINA 811, nc811.org, AT LEAST THREE

WORKING DAYS PRIOR TO THE START OF EXCAVATION OR TRENCHING TO HAVE

UNDERGROUND UTILITES LOCATED. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO

CONSTRUCTION AND ARRANGE FOR PROTECTION OF UTILITIES IN CONFLICT WITH

PROPOSED WORK. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING

UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD

SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OR THE

COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN

THE WORK AREA. POTHOLING PRIOR TO CONSTRUCTION MAY BE NECESSARY.

ALL WORK TO VERIFY UTILITY LOCATIONS AND DEPTHS IS INCIDENTAL AND IS

INCLUDED IN THE CONTRACTORS BID PRICE.

3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING

UTILITIES IN SERVICE AND PROTECTED DURING CONSTRUCTION. CONTRACTOR

SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING

MATERIAL AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE

INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT

WITH THE UTILITY PROVIDER AND NOTIFICATION TO SERVICE CUSTOMER.

4. CONTRACTOR SHALL NOTIFY JIM BLANCHARD ASSOCIATES 48 HOURS IN

ADVANCE OF STARTING CONSTRUCTION.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, BRUSH, ROOTS,

EXCESS TOPSOIL, AND OTHER EXCESS MATERIAL OFF SITE. MATERIALS SHALL BE

DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE STATE

REGULATIONS.

6. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE

PROJECT SITE AT ALL TIMES WITH ALL KNOWN CHANGES REDLINED ON THE

WORKING PLAN SET FOR THE SOLE PURPOSE OF RECORDING AS BUILT

INFORMATION OF IMPROVEMENTS AND LOCATION AND DEPTH OF ANY EXISTING

UTILITIES ENCOUNTERED.

7. ANY ALTERATIONS OR VARIATIONS FROM THESE PLANS EXCEPT MINOR

FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE

APPROVED BY THE DESIGNER OF RECORD. CONTRACTOR SHALL KEEP RECORD

OF ALL CHANGES AND NOTE ON AS BUILT PLANS. CONTRACTOR SHALL SUBMIT

ACCURATE AND COMPLETE "AS-BUILT" INFORMATION TO THE OWNER UPON

COMPLETION OF CONSTRUCTION.

8. THE CONTRACTOR SHALL. PERFORM ALL WORK NECESSARY TO COMPLETE

THIS PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS

AS MAY BE NECESSARY TO PROVIDE A COMPLETE PROJECT.

9. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND VERIFY

ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR

SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY

ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR

SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE

CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL

REPORTED TO THE OWNER AND DESIGNER OF RECORD FOR CLARIFICATION OR

CORRECTION.

10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL

CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM

OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND

INSTALLATION OF THE WORK INCLUDING BUT NOT LIMITED TO SHORING, BRACING,

ERECTION/INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC.

11. UNSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH SATISFACTORY

FILL OR DRIED TO THE POINT THE SOIL IS NO LONGER UNSTABLE.\H0;

12. CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, MATERIAL,

FITTINGS, AND ACCESSORIES NEEDED FOR A COMPLETE AND FUNCTIONAL

SYSTEM.\H0;

13. CONFLICTS IN THESE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE

ENGINEER IMMEDIATELY AFTER DISCOVERY. \H0;

P.C.

SSOCIATES

LANCHARD

A

BIMJ

TRAFFIC NOTES

1. ALL ROADS SHALL REMAIN OPEN AT ALL TIMES UNLESS A WRITTEN PLAN

HAS BEEN SUBMITED AND APPROVED BY TOWN OF ROSEBORO AND NCDOT.

2. ANY LANE CLOSURES SHALL BE APPROVED BY TOWN OF ROSEBORO AND

NCDOT.

3. ALL TRAFFIC CONTROL MEASURES SHALL MEET MUTCD STANDARDS.

W. DR. MARTIN LUTHER KING, JR. BLVD,

ROSEBORO NC

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5'

18'

9 PARKING

SPACES

20'

10'

ASPHALT DRIVE

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20'

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HANDICAP SIGN

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R 15'

R 10'

24'

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24'

15'

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R 45'

12'X50' TRUCK LOADING

PARKING INFORMATION:

PUBLIC OFFICE PARKING

MAXIMUM ALLOWED: 12 SPACES (1 PER 200 SF)

PARKING SPACES PROVIDED: 12 SPACES

PARKING SPACE DIMENSIONS: 20' X 10' (MIN)

AISLE WIDTH: 24'

1 HANDICAP VAN ACCESSIBLE SPACE

PARKING SPACE STALL PAINT: 4" WHITE

LANDSCAPE NOTES:

1. PROVIDE 4 INCHES OF MULCH AROUND

BASE OF TREES.

2. PLACE 4 INCHES OF TOPSOIL ON ALL

DISTURBED AREAS TO BE TURFED.

3. PROVIDE A PERMANENT STAND OF GRASS

IN ALL DISTURBED AREAS.

4. PLANT SUBSTITUTIONS ARE ACCEPTABLE

WITH OWNER AND CITY APPROVAL.

5. INSTALL ALL LANDSCAPING IN

ACCORDANCE WITH THE GROWERS

INSTRUCTIONS.

LANDSCAPING SCHEDULE

SYMBOL BOTANICAL COMMON SIZE COMMENTS

JAPANESE PRIVETLIGUSTRUM JAPONICUM 3 GAL-36"HT

RED MAPLEACER RUBRUM 2" CAL-10' HT QTY = 2

QTY = 2

60'

SCALE:1"= 30'

0 30'

SITE PLAN

1" = 30' FOR CONSTRUCTION

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2" S12.5 ASPHALT

6" AGGREGATE BASE COURSE

8" COMPACTED SUBGRADE

COMPACT TO 98%

MODIFIED PROCTOR

PAVEMENT PROFILE

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SIDEWALK DETAILS

N.T.S.

HANDICAP SIGN

CONTAINER/POTTED

DECIDUOUS TREE DETAIL 1

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CLEAR AND GRUB

ENTIRE AREA TO

PROPERTY LINE. STRIP

MIN. 4" TOPSOIL FROM

CLEARED AREA PLUS

DISTURBED AREA WITHIN

ROW.

DEMO APPROXIMATELY

45 FEET OF CURB AND

DRIVEWAY. DEMO TO

EXISTING JOINT

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CONSTRUCTION EXIT

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4" SCH 40 PVC @ 1%

1" PEX TUBING

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ETAIL

UTILITY PLAN

1" = 20'

FOR CONSTRUCTION

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40'10'

SCALE:1"=20'

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1" = 20'

DEMO AND EROSION CONTROL PLAN

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GRADING NOTES:

1. STRIP TOPSOIL AND

STOCKPILE FOR

GRASSING AND

LANDSCAPING.

2. COMPACT ROAD

SUBGRADE PER ROAD

PROFILE DETAIL.

3. PROOF ROLL

SUB-GRADE PRIOR TO

INSTALLING ABC, WITH

MINIMUM 25 TON DUMP

TRUCK. VERIFY NO

PUMPING. IF PUMPING,

SCARIFY AND RE-ATTEMPT

PROOF ROLL AND

CONTACT ENGINEER.

FFE 127.0'

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TATIO

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N = 440,440.59'

E = 2,144,237.12'

N = 440,403.10'

E = 2,144,223.17'

N = 440,461.52'

E = 2,144,180.89'

N = 440,424.03'

E = 2,144,166.94'

N = 440,565.14'

E = 2,144,189.58' N

= 440,556.77'

E = 2,144,212.06'

N = 440,540.43'

E = 2,144,227.32'

N = 440,332.82'

E = 2,144,197.02'

N = 440,468.71'

E = 2,144,247.58'

N = 440,501.63'

E = 2,144,256.62'

N = 440,470.94'

E = 2,144,216.40'

N = 440,503.47'

E = 2,144,199.14'

N = 440,573.11'

E = 2,144,270.40'

N = 440,371.50'

E = 2,144,122.85'

N = 440,324.64'

E = 2,144,105.41'

N = 440,308.29'

E = 2,144,120.67'N = 440,299.92'

E = 2,144,143.16'

N = 440,302.32'

E = 2,144,165.40'

GRADING PLAN

1" = 20'

FOR CONSTRUCTION

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1" = 20'

LAYOUT PLAN

7. MULCH WITH STRAW APPLIED AT RATE OF 75-100 LBS./1000 S.F.

14-28 GAL./1000 S.F. OR 800-1200 GAL./ACRE IF REQUIRED

ANCHOR WITH ASPHALT EMULSION TACK COAT AT RATE OF

SEEDBED PREPARATION

3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE

4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO

BE ACCORDING TO SEEDING SPECIFICATIONS ON PLAN.

AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED

REMOVED FROM THE SURFACE SO THAT THEY WILL NOT

2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH

1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED

INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF

5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER

AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH

VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,

AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.

6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY

ACCORDING TO SOIL TEST REPORT.

BY ONSITE FINISH GRADE.

DEPTH SHALL BE 4" TO 6" DEEP.

AND UNIFORM.

ACCORDING TO PLAN.

STEEL POST

WOVEN WIRE FABRIC

HARDWARE CLOTH

BURY WIRE FENCE AND

HARDWARE CLOTH

NOTES:

1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.

2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.

FILTER OF #57

WASHED STONE

2:1

TOP OF SILT FENCE

MUST BE AT LEAST 1'

ABOVE THE TOP OF

THE WASHED STONE.

3' FILTER FABRIC APRON

ON GROUND

BURY 6" UPPER EDGE OF

FILTER FABRIC APRON IN TRENCH

STEEL POST SET

MAX 2' APART MIN

2' INTO SOLID GROUND

4"

6"

16"MIN

BURY WIRE FENCE,

FILTER FABRIC,

AND HARDWARE

CLOTH IN TRENCH.

4' MIN EXTEND WIRE

FENCE A MIN.

OF 2' PAST

OPENING

SILT FENCE

SILT FENCE ROCK OUTLET

FOR CONSTRUCTION

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SILT FENCE