SC_000010_17_RTA_PLANS.pdf

PDF 20 MB Posted Aug 8, 2018

Attached to: W912PM18B0014 ATF Storage Building Federal contract opportunity
Solicitation number: W912PM18B0014
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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ATF_Storage_Sign_in_sheet.pdf	PDF	Sep 7, 2018
ATF_Storage_bid_abstract.pdf	PDF	Sep 7, 2018
CU101_amd0001.pdf	PDF	Aug 23, 2018
W912PM18B00140001.pdf	PDF	Aug 23, 2018
E-202_amd001.pdf	PDF	Aug 23, 2018
E-102_amd001.pdf	PDF	Aug 23, 2018
SC10-17_Pre-Bid_Attendance_Sheet.pdf	PDF	Aug 16, 2018
SC_000010_17_RTA_SPECS.pdf	PDF	Aug 8, 2018
DGN_Files.zip	ZIP file	Aug 8, 2018

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Directorate of

Public Works

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 13 DECEMBER 2017

FORT BRAGG, NC

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH, NC 27606-3394

(919) 851-6866

(919) 851-7024 FAX

LICENSE # F-0672

LOCATION MAP

ROCKINGHAM

LAURINBURG

FAYETTEVILLE

FORT BRAGG

VICINITY MAP

PROJECT SITE

ARCHITECTURAL MECHANICAL ELECTRICALCIVIL STRUCTURAL

G d g n

G-001

FT. BRAGG, NORTH CAROLINA

SC-00010-17, CONSTRUCT STORAGE FACILITY, JSOC/ATF

SHEET ID. FILENAME TITLE

COVER SHEET AND INDEX OF DRAWINGS

VICINITY MAP AND PROJECT LOCATION

GENERAL CONSTRUCTION NOTES

VF101

CS101

CG101

CG102

CU101

C-501

C-502

C-503

CIVIL

EXISTING CONDITIONS AND DEMOLITION PLAN

SITE PLAN

EROSION AND SEDIMENT CONTROL PLAN

GRADING AND DRAINAGE PLAN

UTILITY PLAN

CIVIL SITE DETAILS

ARCHITECTURAL

OVERALL FLOOR PLAN

REFLECTED CEILING PLAN

OVERALL ROOF PLAN

EXTERIOR ELEVATIONS (NORTH AND SOUTH)

EXTERIOR ELEVATIONS (EAST AND WEST)

BUILDING SECTIONS

DOOR SCHEDULE, TYPES, AND FRAMES

ROOM FINISH SCHEDULE AND FINISH KEY

OVERALL EQUIPMENT PLAN

AE101

AE102

AE103

AE201

AE202

AE301

AE601

AF601

AQ101

MECHANICAL

MECHANICAL LEGENDS, SCHEDULES AND DETAILS

MECHANICAL FLOOR PLAN

M-001

M-101

ELECTRICAL

ELECTRICAL LEGENDS, SYMBOLS, AND ABBREVIATIONS

ELECTRICAL LIGHTING PLAN

ELECTRICAL POWER PLAN

ELECTRICAL SCHEDULES AND SINGLE LINE DIAGRAM

FIRE ALARM RISER DIAGRAM AND DETAILS

ELECTRICAL DETAILS

E-001

E-101

E-102

E-201

E-202

E-203

E-204

VF101.DGN

CS101.DGN

CG101.DGN

CG102.DGN

CU101.DGN

C-501.DGN

C-502.DGN

C-503.DGN

AE101.DGN

AE102.DGN

AE103.DGN

AE201.DGN

AE202.DGN

AE301.DGN

AE601.DGN

AF601.DGN

AQ101.DGN

M-001.DGN

M-101.DGN

E-001.DGN

E-101.DGN

E-102.DGN

E-201.DGN

E-202.DGN

E-203.DGN

E-204.DGN

STRUCTURAL

OVERALL FOUNDATION PLAN

FOUNDATION NOTES AND DETAILS

S-101

S-501

S-101.DGN

S-501.DGN

G-001.DGN

G-002.DGN

G-003.DGN

G-004.DGN

G-001

G-002

G-003

G-004

PLUMBING

PLUMBING LEGENDS, SCHEDULES AND DETAILS

PLUMBING FLOOR PLAN

P-001

P-101

P-001.DGN

P-101.DGN

LIFE SAFETY

LIFE SAFETY PLAN, CODE EVALUATION, LEGEND AND NOTESLS101

LS101.DGN

INDEX OF DRAWINGS

K I N

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211211

UNNAMED

PAVED ROAD

ATF GATE

12/11/17 12-1 13-2017

13 Dec 2017

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ATF

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NORTHERN TRAINING AREA

AND THE OVERHILLS AREA.

211211

UNNAMED

PAVED ROAD

ROAD CLOSED WITH GATES

OR BARRIERS

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

STATE ROUTE

LAKES

ACCESS ROUTE

ACP ACCESS CONTROL POINT

LEGEND:

FORT BRAGG CANTONMENT

NOT TO SCALE

U. S. ROUTE

SOLID WASTE

TRANSFER STATION

LAMONT ROAD

BORROW PIT

FORT BRAGG LAMONT

RECYCLING FACILITY

ACP #1

12/11/17

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A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL AND FORT BRAGG WATER MANAGEMENT BRANCH (WMB) STANDARDS FOR

EROSION CONTROL WORK, IF APPLICABLE.

B. ALL NCDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION. CONTRACTOR MAY

REFER TO HTTPS://CONNECT.NCDOT.GOV, IF APPLICABLE.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

7. DEMOLITION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC

CONTROL IDC, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - LATEST

EDITION. AN ALTERNATE EMERGENCY TRAFFIC CONTROL DETOUR MAY BE REQUIRED.

8. TRAFFIC CONTROL

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE

DURING THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING CONSTRUCTION TO REMAIN THAT

IS DAMAGED DURING DEMOLITION OPERATIONS. REPAIRS TO DAMAGED WORK AREAS SHALL

MATCH EXISTING ADJACENT FINISHED SURFACES OR THE CONTRACTOR SHALL REPLACE

DAMAGED CONSTRUCTION WITH NEW WORK.

C. NO KNOWN ASBESTOS EXISTS WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATION IMMEDIATELY.

6. STANDARDS

9. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE COR AND OBTAIN APPROVAL PRIOR TO

ANTICIPATED INTERRUPTION. SEE SPECIFICATIONS FOR PER-APPROVAL REQUIREMENTS.

B. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

C. FIRE ALARM INTERRUPTIONS SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF

14 DAYS IN ADVANCE.

10. EXTERIOR UTILITY WORK

A. ANY EXTERIOR ELECTRICAL WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED

WITH SANDHILLS UTILITY SERVICE (SUS). CONTACT MR. DAVID KEITH AT (910) 496-2220.

11. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL FOLLOW JSOC/ATF SECURITY REQUIREMENTS AT ALL TIMES.

REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL INFORMATION.

B. CONTRACTOR SHALL FOLLOW JSOC/ATF SECURITY POLICIES ON SITE AT ALL TIMES.

IN GENERAL, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS

SHOWN ON THE PLANS, HOWEVER, PERIODS MAY BE ENCOUNTERED WHEN NO CONTRACTOR OR

SUBCONTRACTOR PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK

STOPPAGES DUE TO THOSE EVENTS WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE

CONTRACTOR WILL BE GIVEN AS MUCH ADVANCED NOTICE AS POSSIBLE. NOTICE OF THE WORK

STOPPAGE AND RESUMPTION WILL BE RELAYED THROUGH THE SOTF ENGINEERING TO THE COR

WHO WILL COMMUNICATE THIS INFORMATION TO CONTRACTOR. SUCH WORK STOPPAGE WILL NOT

BE THE BASIS FOR A CLAIM AGAINST THE GOVERNMENT. THE GOVERNMENT HAS THE RIGHT TO

INSTRUCT THE CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME

AND MAY REFUSE ENTRY OF ANY OR ALL CONTRACTOR PERSONNEL.

C. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

JSOC/ATF SECURITY POLICIES AT ALL TIMES.

D. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600)

UNLESS SPECIFICALLY APPROVED BY THE COR FOR SPECIFIED

PERIODS OF TIME OUTSIDE THE NORMAL WORK HOURS. EXCLUDES FEDERAL HOLIDAYS.

E. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT

FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE

AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION

WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION AND JSOC/ATF.

F. DESIGNATE THE INSTALLATION AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATION FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDERS AND JSOC/ATF CONSENT.

G. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND

PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

JSOC COMMANDER.

1. INSTALLATION PERMITS:

· BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM - NA

· BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS

PRIOR TO WORK).

· CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT FOR FORT BRAGG LAMONT ROAD

· CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH.

NOTE: LANDFILL HAS REACHED ITS CAPACITY TO ACCEPT CONSTRUCTION AND DEMOLITION WASTE

AND WILL NO LONGER ACCEPT CONSTRUCTION AND DEMOLITION WASTE (TO INCLUDE FRIABLE

ASBESTOS CONTAINING MATERIALS). CONTRACTORS NEED TO MAKE ARRANGEMENTS TO HAUL

CONSTRUCTION AND DEMOLITION WASTE OFF THE INSTALLATION.

· DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - DPW - FACILITIES ENGINEER

(SUBMIT 15 CALENDAR DAYS PRIOR TO WORK)

· LANDFILL DISPOSAL PERMIT-DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.

· TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER HEATERS)

- DPW - ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

· IRRIGATION - DPW WATER QUALITY PROGRAM MANAGER, ERIC TORRES, 910-432-8450,

CHENEGA GLOBAL SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM,

FORT BRAGG-DPW-ECB ERIC.M.TORRES24.CTR@MAIL.MIL. - NA

12. PERMITS

2. FEDERAL

·NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR'S ONSITE CONSTRUCTION OFFICE, ORGANIZED

IN A 3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE GOVERNMENT.

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECT AT FT. BRAGG.

D. THE PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST OF PERMITS.

CONTRACTOR IS TO ADD ANY ADDITIONAL PERMITS AS THEY BECOME KNOW, AND IS TO BE MODIFIED

AND SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

·WELDING

·CUTTING

·HEATING

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A CONSTRUCTION PHASING PLAN AND PROJECT SCHEDULE TO

THE COR PRIOR TO CONSTRUCTION AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY

UPDATES ON THE PROJECT SCHEDULE FOR FULL DURATION OF PROJECT. THE WEEKLY

UPDATES SHALL BE PROVIDED SHOWING THE SCHEDULE FOR THE UPCOMING 2 WEEKS

INCLUDE UPDATES REGARDING THE PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR STAGING AREA

A. SEE EROSION CONTROL PLAN.

A. THE LAMONT ROAD BORROW PIT IS ANTICIPATED TO BE IN OPERATION DURING THE

ENTIRE CONSTRUCTION PHASE OF THIS PROJECT FOR OBTAINING FILL MATERIAL. NO

DISPOSAL ALLOWED. HOWEVER IT IS ANTICIPATED THAT FILL MATERIAL WILL BE

AVAILABLE ON ATF COMPOUND.

B. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR BORROW PIT USE AUTHORIZATION TO

BOTH THE OMD - CHIEF OF ROADS SECTION AND ENVIRONMENTAL DIVISION - WMB -

ENVIRONMENTAL PROTECTION SPECIALIST FOR APPROVAL.

C. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE AUTHORIZATION FOR USE OF

BORROW PITS PERMIT AT THE WORK SITE AT ALL TIMES AND MUST BE PREPARED TO

PRESENT IT ON DEMAND TO ENVIRONMENTAL COMPLIANCE INSPECTORS, PUBLIC WORKS

AND LAW ENFORCEMENT PERSONNEL.

D. THE CONTRACTOR SHALL COORDINATE WITH LANDFILL MANAGER AT (910) 396-6873 OR

SUPERVISOR OF ROADS SECTION AT (910) 396-7156 PRIOR TO EXCAVATION.

E. THE CONTRACTOR SHALL DROP OFF A USAGE TRUCK COUNT AND TONNAGE TO THE

LANDFILL MANAGER WEEKLY.

F. THE CONTRACTOR SHALL NOT EXPAND THE BOUNDARY OF THE BORROW PIT.

G. THE CONTRACTOR SHALL RE-GRADE THE AREA WORKED SO THAT WATER WILL NOT

STAND IN THE BORROW PIT.

H. THE CONTRACTOR SHALL NOT EXCAVATE TRENCHES.

I. THE CONTRACTOR SHALL CUT SLOPE AT THE EDGE OF THE AREA WORKED NO GREATER

THAN (3:1).

J. THE CONTRACTOR SHALL APPLY FOR AN AMENDED PERMIT IF IT IS NECESSARY TO

INCREASE THE AMOUNT OF BORROW MATERIAL REQUIRED.

A. CONTRACTOR, IF HE SO CHOOSES, SHALL BE PERMITTED TO INSTALL TEMPORARY FENCING

WITHIN THE GENERAL PROJECT SITE. THE TYPE, MATERIAL, HEIGHT, AND LOCATION OF THE

FENCE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED BY THE

GOVERNMENT PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND DIRECT

PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE DIRECTORATE OF PUBLIC

WORKS (DPW) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), JOINT SPECIAL OPERATIONS

(JSOC) STANDARDS, FORT BRAGG INSTALLATION DESIGN GUIDELINES (IDG) AND OTHER

CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS CONTRACT IS REFERENCED IN

PROJECT SPECIFICATIONS SECTION 01 00 05.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO

THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

C. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. VERIFICATION

SHALL BE MADE PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED

STRUCTURAL COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE

THE COR IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND

CONDITIONS.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING

THE ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

E. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION.

F. PRIOR TO ANY DEMOLITION OR NEW WORK COMMENCING THE ELECTRICAL CONTRACTOR

SHALL ARRANGE A MEETING WITH THE COR AND JSOC/ATF REPRESENTATIVE TO DISCUSS ALL

ELECTRICAL OUTAGE PROCEDURES FOR SHUTDOWN OF ANY ELECTRICAL PANELS. THE

ELECTRICAL CONTRACTOR MUST NOTIFY THE COR, IN WRITING, AT LEAST 7 DAYS PRIOR TO

ANY ELECTRICAL SHUTDOWN DURING DEMOLITION OR NEW CONSTRUCTION.

3. COUNTY

·WATER WELL - NA

4. NC STATE PERMITS:

·DEMOLITION - NA

· ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS PRIOR TO

REMOVAL) - NA

·EROSION & SEDIMENT CONTROL (E&SC) PERMIT - NC DENR DEPT OF WATER QUALITY (DWQ) - NA

·GENERAL STORMWATER DISCHARGE - NA

·GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT) - NA

·SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT) - NA

·STORMWATER MANAGEMENT - NA

5. ONUS PERMIT:

·WATER AND SANITARY SEWER - NA

6. COE SAFETY

·PERMIT REQUIRED CONFINED SPACE (PRCSS) - (SEE EM 385-1-1, DATED 2014, PARA 34.A.06 (PAGE 791)

·HOT WORK PERMIT - (SEE EM 385-1-1, DATED 15 SEP 08, PARA 06.C.01 (PAGE 93) AND PARA 10.C.01

(PAGE 207) FORT BRAGG FIRE DEPARTMENT. (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK.)

4. LAMONT ROAD BORROW PIT

5. EROSION AND SEDIMENT CONTROL

GENERAL NOTES:

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THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND

WILL NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE “D” LANDFILL

OFF FORT BRAGG FOR THE DISPOSAL OF C&D AND ASBESTOS WASTE.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED AND

MATERIALS RECYCLED OFF FORT BRAGG. THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH

CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND

ANNUAL REPORTING OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG.

THE FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING OFFICE IS

RESPONSIBLE FOR COMPILING DATA INTO MONTHLY DIRECTORATE REPORTS TO BE

CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE

SOLID WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE FILLED OUT WITH THE

TYPE OF WASTE OR RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR

POUNDS) AND THE FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS

INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID WASTE/RECYCLING OFFICE

BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO JEFF SLOOP AT

JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1)CONCRETE, BRICK AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED

- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2)TREES, LIMBS AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT SHALL BE CUT TO LENGTHS

OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS

- WILL EXCEPT GROUND WOOD CHIPS

3)PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

4)SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5)SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

6)CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG

3-1240, BUTNER AND REILLY ROAD

- SHALL BE CLEAN OF PLASTICS, STYROFOAM, WOOD, METAL, TRASH, ETC.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE

OF PUBLIC WORKS, ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

PROGRAM AT BLDG 3-1137, (910) 432-6412.

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS OF WASTE OR

RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED OF THEIR

CONTENTS WHILE BEING PRESENT ON FORT BRAGG.

SOLID WASTE AND RECYCLING NOTES

LIME: GROUND AGRICULTURAL LIMESTONE

MULCH: GRAIN STRAW MULCH

TACK WITH ASPHALT UNLESS APPLIED BY HYDROSEEDER

COMMON BERMUDAGRASS (HULLED) (CYNODON DACTYLON)

LIME: GROUND AGRICULTURAL LIMESTONE

FERTILIZER: 10-20-20

MULCH: GRAIN STRAW MULCH

TACK WITH ASPHALT UNLESS APPLIED BY HYDROSEEDER

PLANTING

DATE

SPECIES

PLANTING

DATE

SPECIES

RYE GRAIN (ABRUZZI)

LIME: GROUND AGRICULTURAL LIMESTONE

FERTILIZER: 10-20-20

TACK WITH ASPHALT UNLESS APPLIED BY HYDROSEEDER

LIME: GROUND AGRICULTURAL LIMESTONE

FERTILIZER: 10-20-20

MULCH: GRAIN STRAW MULCH

TACK WITH ASPHALT UNLESS APPLIED BY HYDROSEEDER

15 AUG-15 APR

COMMON BERMUDAGRASS (HULLED) (CYNODON DACTYLON)

MULCH: GRAIN STRAW MULCH, OR

PERMANENT SEEDING

TEMPORARY SEEDING

COMMON BERMUDAGRASS (UNHULLED) (CYNODON DACTYLON)

GERMAN, BROWN TOP OR FOX TAIL MILLET

RYE GRAIN (ABRUZZI)-NO RYE GRASS

15 AUG-15 APR

GERMAN, BROWN TOP OR FOX TAIL MILLET (SETARIA ITALICA)

15 APR-15 AUG

15 APR - 15 AUG

ALL DISTURBED AREAS AND PARTICULARLY EXPOSED SLOPES SHALL BE

SEEDED, FERTILIZED, AND MULCHED WITHIN 15 WORKING DAYS, BUT NO

MORE THAN 90 CALENDAR DAYS PROVIDE CERTIFIED SEED, FRESH, CLEAN,

NEW-CROP GRASS SEED COMPLYING WITH TOLERANCE FOR PURITY AND

GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSIS OF NORTH

AMERICA. SEEDBED PREPARATION: RIP THE AREA TO BE SEEDED TO A

MINIMUM DEPTH OF 4-6 INCHES. REMOVE ALL LOOSE ROCK, ROOTS, ETC.

LEAVING SURFACE SMOOTH AND UNIFORM. HYDROSEEDING (CONTRACTOR'S

OPTION) : TILL SOIL, APPLY LIME AND FERTILIZER AS DETAILED ABOVE PRIOR

TO HYDROSEEDING. HYDROSEED SHOULD BE APPLIED IN TWO

APPLICATIONS, THE FIRST WITH 1/3 OF THE MULCH AND 2/3 OF THE SEED

AND THE SECOND APPLICATION WILL USE THE REMAINDER. THE MULCH

WILL INCLUDE A TACKIFIER AND BE APPLIED AT A RATE OF 2000 LBS PER

ACRE UPON COMPLETION OF THE PROJECT, THE WATER MANAGEMENT

BRANCH WILL BE NOTIFIED TO INSPECT THE PROJECT CONTRACTOR SHALL

CALL 910-396-2301 AND REQUEST AN INSPECTION. 48 HOURS NOTICE IS

REQUIRED.

FERTILIZER: 10-20-20 -SLOW RELEASE OR AT PLANTING,

AFTER GERMINATION

LIME AND FERTILIZER WILL BE WORKED INTO TOP 2-4" OF SOIL

PRIOR TO SEEDING

SEEDING NOTES

EL= 509.77'

N= 497975.80'

EL= 509.04'

EL= 500.90'

EL= 504.45'

RIPRAP

10" CONC HEADWALL

INV=502.3'

15"

10"

12"

14"

12"

16"

14"

11"

12"

10"

13"

11"

16"

CHERRY

CONTROL POINT

PK NAIL

N= 497829.53'

E=1889291.09'

CONTROL POINT

12" SPIKE

N= 498036.68'

E=1888900.54'

CONTROL POINT

12" SPIKE

N= 498193.96'

E=1888765.76'

15" CMP

C H

A I N

L I N

E N

C E

TOP=503.92'

COMMUNICATION MH

REBAR

E=1889267.63'

11"

4" 7"

10"

11"

R A

V E

A D

500'

503'

506.7'

506.3'

504.8'

503.3'

501.4'

501.5'

500.5'

500.3'

499.9'

500.2'

501.4'

502.6'

504.2'

504.6'

504.7'

504.2'

503.4'

504.1'

502.8'

504.0'

511.0'

510.9'

510.1'

510.7'

511.7'

511.5'

511.6'

511.7'

511.8'

511.5'

512.3'

512.4'

514.0'

508.3'

506.3'

504.3'

509.4'

509.8'

510.6'

510.2'

510.4'

510.7'

508.6'

504.3'

510.8'

514'

514.3'

515.6'

516.7'

512.3'

513.5'

514.5'

513.8'

510.9'

511.7'

511.8'

I N

SPIGOT

H A

I N

L I N

E N

O A

FFE=510.91'

BUILDING O-9158

ELECTRIC JUNCTION BOX

6 BOLLARD MOUNTS

IN CONCRETE PAD

TRANSFORMER

I P

GATE

POST

D I T

C H

BOLLARD (TYP)

5002 CONTROL POINT

PK NAIL

N= 497772.84'

E=1888996.37'

EL= 511.90'

REBAR

N= 497920.00'

E=1888993.21'

EL= 508.62'

REBAR

N= 497920.00'

E=1888993.21'

EL= 508.62'

X X

REMOVE EXISTING

TREES AND BRUSH

FOR NEW ACCESS

DRIVE CONNECTION

REMOVE EXISTING

TREES AND BRUSH

FOR NEW ACCESS

DRIVE CONNECTION

X X

XXXX

LOCATION OF ELECTRIC

AND COMMUNICATION

DUCT BANK

A N

S I

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

F I L E

N A

M E

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

D E

S I G

N E

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C A

T E

G O

D E

T I O

J O

N E

R A

N K

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

N J

R D

D S

C O

N S

T R

U C

T O

R A

I L

I T

J S

O C

T F

F O

G G

O R

O L

I N

D E

P A

R T

M E

F O

G G

O R

O L

I N

D I R

E C

T O

R A

U B

K S

D S

E X

I S

T I N

O N

D I T

I O

D E

M O

L I T

I O

L A

V F d g n

VF101

EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1"=30'

VF101

30'

30' 90'

1"=30'

XXX

LEGEND:

DEMOLISH

EXISTING FENCE LINE

EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING TREE LINE

EXISTING TREES

EXISTING MAJOR GROUND CONTOUR

EXISTING MINOR GROUND CONTOUR

EXISTING WATER LINE

EUGE

DEMOLITION SEQUENCE:

1. INSTALL EROSION AND SEDIMENT CONTROLS PER PLAN.

KEY NOTES:

CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL

OF ALL TREES WITHIN THE PROJECT LIMIT OF DISTURBANCE.

TREES SHOWN ARE 6" IN DIAMETER OR GREATER. CONTRACTOR

IS RESPONSIBLE FOR FIELD VERIFICATION OF FINAL QUANTITIES

OF TREE REMOVAL PER SPECIFICATIONS.

TREE REMOVAL TYPES

TYPES COUNT

PINE

OAKS

CHERRY

SHEET NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION IS FROM A FIELD SURVEY BY

STANTEC PERFORMED ON JULY, 2017. HORIZONTAL DATUM IS NAD83

NSRS 2011. VERTICAL DATUM IS NAVD88.

2. SURFACE EVIDENCE OF UTILITIES HAS BEEN LOCATED BY THIS SURVEY.

HOWEVER, UNDERGROUND UTILITY LINES INCLUDING WATER, SANITARY

SEWER, STORM SEWER, ELECTRICAL, TELEPHONE, CABLE TELEVISION

AND OTHERS MAY EXIST ON THIS PROPERTY THAT HAVE NOT BEEN

LOCATED. PRE-EXISTING UTILITY PAINT (IF ANY) WAS LOCATED DURING

THE COURSE OF THE SURVEY. NO UNDERGROUND UTILITIES WERE

MARKED SPECIFICALLY FOR THIS SURVEY. UTILITIES DEPICTED FROM

GIS INFORMATION (IF ANY) ARE APPROXIMATE.

3. THE FOLLOWING CONTROL POINTS HAVE BEEN ESTABLISHED BY

SURVEY CREW:

4. REFER TO SHEET CG101 FOR EROSION CONTROL MEASURES.

5. CONTRACTOR SHALL FILE A SERVICE REQUEST TO FORT BRAGG DPW AT

910-396-0325 TO HAVE UNDERGROUND UTILITIES LOCATED AND DIGGING

PERMIT(S) PRIOR TO DIGGING.

CONTROL POINT, #5001

PK NAIL

N= 497,829.53'

E= 1,889,291.09'

EL= 509.04'

CONTROL POINT, #5002

PK NAIL

N= 497,772.84'

E= 1,888,996.37'

EL= 511.90'

CONTROL POINT, #5012

REBAR

N= 497,920.00'

E= 1,888,993.21'

EL= 508.62'

CONTROL POINT, #5015

REBAR

N= 497,975.80'

E= 1,889,267.63'

EL= 509.77'

CONTROL POINT, #5017

12" SPIKE

N= 498,193.96'

E= 1,888,765.76'

EL= 504.45'

PINE OAK

WL WLWL

CHERRY

EL= 509.04'

EL= 504.45'

RIPRAP

CONTROL POINT

PK NAIL

N= 497829.53'

E=1889291.09'

CONTROL POINT

12" SPIKE

N= 498193.96'

E=1888765.76'

C H

A I N

L I N

E N

C E

R A

V E

A D

I N

SPIGOT

H A

I N

L I N

E N

O A

FFE=510.91'

BUILDING O-9158

ELECTRIC JUNCTION BOX

6 BOLLARD MOUNTS

IN CONCRETE PAD

TRANSFORMER

I P

GATE

POST

D I T

C H

BOLLARD (TYP)

5002 CONTROL POINT

PK NAIL

N= 497772.84'

E=1888996.37'

EL= 511.90'

REBAR

N= 497920.00'

E=1888993.21'

EL= 508.62'

CONTROL POINT

12" SPIKE

N= 498036.68'

E=1888900.54'

EL= 500.90'

FUTURE BUILDING

UNDER SEPARATE

CONTRACT

PROPOSED

BUILDING

FFE=505.0'

10" CONC

HEADWALL

15" CMP

INV=502.3'

EXISTING TREE LINE

REBAR

N= 497975.80'

E= 1889267.63'

EL= 509.77'

C-502CS101

5' CONCRETE

SIDEWALK

GRAVEL ROAD

SECTION

BOLLARD

SEE INSET (TYP.)

C-502CS101

CONCRETE PAVEMENT

SECTION

TOP=503.92'

COMMUNICATION MH

WATER SERVICE

BID OPTION 1

SEE SHEET CU101

PROPOSED

BUILDING

FFE=505.0'

13.0' 4.0' 13.0' 5.0' 13.0' 5.0' 13.0'

3.0' ±

15'

17.16'15' 15' 15' 15' 15'

E J

CJ CJ CJ CJ CJ

EJ EJ EJ EJ EJ EJ

E J

C J

E J

A N

S I

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

F I L E

N A

M E

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

D E

S I G

N E

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C A

T E

G O

D E

T I O

J O

N E

R A

N K

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

N J

R D

D S

C O

N S

T R

U C

T O

R A

I L

I T

J S

O C

T F

F O

G G

O R

O L

I N

D E

P A

R T

M E

F O

G G

O R

O L

I N

D I R

E C

T O

R A

U B

K S

D S

S I T

L A

C S d g n

CS101

SITE PLAN

SCALE: 1"=30'

CS101

030' 30' 90'

1"=30'

LEGEND

LIMITS OF DISTURBANCE/LIMITS OF

CONSTRUCTION

EXISTING WATER LINE

EXISTING TREE LINE

EXISTING TREES

EXISTING GRAVEL

NEW GRAVEL

CONCRETE

WATER LINE

UNDERGROUND COMM. LINE

UNDERGROUND ELECTRICAL

LOD LOD

W W

PINE OAK

BOLLARD AND CONCRETE JOINT INSET

SCALE: 1"=10'

W W

COMM

E E E

NOTE:

SEE SHEET CU101 FOR UTILITY INFORMATION.

NOTES:

1. CONCRETE JOINT SPACING SHOWN ON PLAN INDICATES CONTRACTION (CJ).

EXPANSION (EJ). SEE DETAILS ON SHEET C-502. JOINTS SHALL NOT EXCEED

15'-0" SPACING OR 1.5 LENGTH TO WIDTH RATIO.

2. EXPANSION JOINT TO BE USED BETWEEN BUILDING SLAB AND CONCRETE

SIDEWALKS AND PAVEMENT.

3. UNLESS OTHERWISE SHOWN, DIMENSIONS ARE MEASURED TO FACE OF

BUILDING, FACE OF WALL OR EDGE OF CONCRETE.

PERMANENT

SEDIMENT FENCE

EL= 509.04'

EL= 504.45'

RIPRAP

CONTROL POINT

PK NAIL

N= 497829.53' E=1889291.09'

CONTROL POINT

12" SPIKE

N= 498193.96' E=1888765.76'

C H

N C

G R

R O

GRAVEL ROAD

501'

BLUE-PAINTED LINE

SPIGOT

' C

N K

C E

N G

E D

G E

O F

R O

SWALE IN CONCRETE APRON

SWALE

FFE=510.91'

BUILDING O-9158

ELECTRIC JUNCTION BOX

6 BOLLARD MOUNTS

IN CONCRETE PAD

ASPHALT ROAD

CONCRETE APRON

TRANSFORMER

IPR

GATE

POST

C H

BOLLARD (TYP)

5002 CONTROL POINT

PK NAIL

N= 497772.84' E=1888996.37'

EL= 511.90'

REBAR

N= 497920.00' E=1888993.21'

EL= 508.62'

CONTROL POINT

12" SPIKE

N= 498036.68' E=1888900.54'

EL= 500.90'

506'

508'

FUTURE BUILDING

UNDER SEPARATE

CONTRACT

W W

20'x50' TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

PROPOSED

BUILDING

FFE=505.0'

GRAVEL

SEDIMENT FENCE

PROTECTION (TYP.)

TREE PROTECTION

FENCE (TYP)

10" CONC

HEADWALL

15" CMP

INV=502.3'

4 SEDIMENT FENCE

OUTLET

REBAR

N= 497975.80' E= 1889267.63'

EL= 509.77'

W W

3 20'x50'

TEMPORARY

GRAVEL

CONSTRUCTION

ENTRANCE SF

LODLOD

LOD LOD

LOD

DLO

LOD

LODLOD

LOD

NEW TREE LINE

(TYP.)

SEE SHEET CU101

WATER SERVICE

BID OPTION 1

SEE SHEET CU101

C O

M M

E E

FOR UTILITIES

ELECTRIC SERVICES TO

BE INSTALLED BY SUS.

TP TP

5 STORMWATER

MANAGEMENT

INFILTRATION

TRENCH #1

6 STORMWATER MANAGEMENT

INFILTRATION TRENCH #2

TOP=503.92'

COMMUNICATION MH

7 STORMWATER MANAGEMENT

INFILTRATION TRENCH #3

SF SF

4 SEDIMENT FENCE

OUTLET

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

R Y

C O

D E

C R

O N

R D

, S

H , N

-3

) 8

-7

F -0

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

N J

R D

D S

C O

R U

C T

Y, J

C /A

R T

G , N

O R

T O

M Y

, N O

N A

E O

W O

D S

N A

N D

T C

O N

dg n

CG101

EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1"=30' 030' 30' 90'

1"=30'

TP TP

SF SF

LOD LOD

W W

CONSTRUCTION SEQUENCE:

1. COMMENCE CLEARING AND GRUBBING AS REQUIRED FOR

INSTALLATION OF SEDIMENT CONTROLS.

2. INSTALL PERIMETER CONTROLS AND FINISH CLEARING AND

GRUBBING.

3. COMMENCE SITE WORK CONSTRUCTION. ALL EXCAVATION FROM

UTILITY TRENCHING SHOULD BE PLACED ON THE HIGH SIDE OF

THE TRENCH.

4. INSTALL PERMANENT SEDIMENT FENCE AND COMMENCE FINAL

SITE STABILIZATION. PRIOR TO CONSTRUCTION OF ANY

STORMWATER MANAGEMENT FACILITY, ALL AREAS DRAINING TO

THE FACILITY MUST BE STABILIZED WITH FINAL PAVING OR

PERMANENT VEGETATION.

SEDIMENT AND EROSION

CONTROL NOTES:

1. UPON CONSTRUCTION COMPLETION ALL AREAS TO BE

PERMANENTLY STABILIZED WITH SOD PER SPECIFICATIONS.

2. FOR TEMPORARY AND PERMANENT SEEDING REFER TO SHEET

G-004 AND SPECIFICATIONS.

KEY NOTES:

INSTALL PERMANENT SEDIMENT FENCE DURING PERMANENT

STABILIZATION STAGE OF CONSTRUCTION (SEE CONSTRUCTION

SEQUENCE).

ROUGH GRADE PAD AREA TO BE STABILIZED WITH PERMANENT

SEEDING UP TO EDGE OF PERMANENT SEDIMENT FENCE AND

GRAVEL DRIVEWAY AND TO WITHIN 15 FT OF BUILDING. PROVIDE

SOD IN ALL OTHER AREAS.

EL= 509.04'

EL= 504.45'

RIPRAP

CONTROL POINT

PK NAIL

N= 497829.53'

E=1889291.09'

CONTROL POINT

12" SPIKE

N= 498193.96'

E=1888765.76'

C H

A I N

L I N

E N

C E

R A

V E

A D

500'

503'

514'

I N

SPIGOT

H A

I N

L I N

E N

O A

FFE=510.91'

BUILDING O-9158

ELECTRIC JUNCTION BOX

6 BOLLARD MOUNTS

IN CONCRETE PAD

TRANSFORMER

I P

GATE

POST

D I T

C H

BOLLARD (TYP)

5002 CONTROL POINT

PK NAIL

N= 497772.84'

E=1888996.37'

EL= 511.90'

REBAR

N= 497920.00'

E=1888993.21'

EL= 508.62'

CONTROL POINT

12" SPIKE

N= 498036.68'

E=1888900.54'

EL= 500.90'

FUTURE BUILDING

UNDER SEPARATE

CONTRACT

PROPOSED

BUILDING

FFE=505.0'

10" CONC

HEADWALL

15" CMP

INV=502.3'

REBAR

N= 497975.80'

E= 1889267.63'

EL= 509.77'

SEE SHEET CU101

WATER SERVICE

BID OPTION 1

SEE SHEET CU101

504.9'

504.8'

C-502CG102

STORMWATER MANAGEMENT

INFILTRATION TRENCH #2

STORMWATER MANAGEMENT

INFILTRATION TRENCH #1

12 LF

9 LF

23 LF

S F

PERMANENT

SEDIMENT FENCE

C-501CG101

CG102

504.67'

TOP=503.92'

COMMUNICATION MH

504.8'

504.9'

504.67'

505.0'

504.6'

504.8'

C-502CG102

STORMWATER MANAGEMENT

INFILTRATION TRENCH #3

A N

S I

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

F I L E

N A

M E

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

D E

S I G

N E

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C A

T E

G O

D E

T I O

J O

N E

R A

N K

R A

L E

I G

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

N J

R D

D S

C O

N S

T R

U C

T O

R A

I L

I T

J S

O C

T F

F O

G G

O R

O L

I N

D E

P A

R T

M E

F O

G G

O R

O L

I N

D I R

E C

T O

R A

U B

K S

D S

G R

A D

I N

A G

L A

C G d g n

CG102

GRADING AND DRAINAGE PLAN

SCALE: 1"=30'

CG102

30'

30' 90'

1"=30'

LEGEND

PROPOSED SPOT ELEVATION

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING TREE LINE

NEW TREE LINE

STORMWATER MANAGEMENT

INFILTRATION TRENCH

OBSERVATION WELL

255.7

KEY NOTES:

PROVIDE 4" HDPE ROOF LEADER CONNECTIONS FROM BUILDING

DOWNSPOUTS TO APPROXIMATE LOCATION SHOWN. PROVIDE 4"

COVER MINIMUM. USE NATIVE FILL. NO BEDDING REQUIRED.

EXTEND INFILTRATION TRENCH PEA GRAVEL TO THE INVERT OF THE

ROOF LEADER AS SHOWN. PEA GRAVEL SHALL BE 4 INCH - 6 INCH DEEP

AND A MINIMUM OF 1 FT WIDE.

ELECTRIC SERVICES TO BE

CONSTRUCTED BY SUS,

TRANSFORMER LOCATION

SHOWN IS APPROXIMATE.

EL= 509.04'

EL= 504.45'

RIPRAP

CONTROL POINT

PK NAIL

N= 497829.53'

E=1889291.09'

CONTROL POINT

12" SPIKE

N= 498193.96'

E=1888765.76'

C H

A I N

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SPIGOT

H A

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O A

FFE=510.91'

BUILDING O-9158

ELECTRIC JUNCTION BOX

6 BOLLARD MOUNTS

IN CONCRETE PAD

TRANSFORMER

I P

GATE

POST

D I T

C H

BOLLARD (TYP)

5002 CONTROL POINT

PK NAIL

N= 497772.84'

E=1888996.37'

EL= 511.90'

REBAR

N= 497920.00'

E=1888993.21'

EL= 508.62'

CONTROL POINT

12" SPIKE

N= 498036.68'

E=1888900.54'

EL= 500.90'

FUTURE BUILDING

UNDER SEPARATE

CONTRACT

PROPOSED

BUILDING

FFE=505.0'

10" CONC

HEADWALL

15" CMP

INV=502.3'

REBAR

N= 497975.80'

E= 1889267.63'

EL= 509.77'

SEE ELECTRICAL DRAWINGS

FOR COMM. DETAILS,

BUILDING CONNECTIONS,

AND GROUNDING PLAN

ELECTRIC SERVICES TO BE CONSTRUCTED

BY SUS, LOCATION SHOWN IS

APPROXIMATE; SEE ELECTRICAL

DRAWINGS FOR BUILDING CONNECTION

I N

684.0' ± LF OF 1-1/4"

PE SDR21 WATER LINE

BID OPTION 1

TOP=503.92'

COMMUNICATION MH

PATCH AND REPAIR

GRAVEL ROAD IN

KIND AND TYPE

TRENCH FOR

WATER PIPE

BID OPTION 1

C-503CU101

1 1/4" WATER

SERVICE

BID OPTION 1

SEE PLUMBING PLANS FOR

BUILDING CONNECTION

BID OPTION 1

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CU101

UTILITY PLAN

SCALE: 1"=30'

CU101

30'

30' 90'

1"=30'

LEGEND

LIMITS OF DISTURBANCE/LIMITS OF

CONSTRUCTION

EXISTING WATER LINE

EXISTING TREE LINE

EXISTING TREES

EXISTING GRAVEL

NEW GRAVEL

CONCRETE

WATER LINE

UNDERGROUND COMM. LINE

UNDERGROUND ELECTRICAL

LOD LOD

W W

PINE OAK

W W

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C d g n

C-501

FILL SLOPE

GROUND LINE

4" MIN.

8" MIN

COMPACTED FILL (8" MIN.)

8' W/STANDARD

FABRIC WITH

WIRE FENCE

MIN. 14 GAUGE

WIRE FENCE

6' W/HIGH

STRENGTH

FABRIC WITHOUT

WIRE FENCE

S T

E E

P O

S T

ANCHOR FILTER

FABRIC MIN. 8" DEEP

AND KEY IT IN 4"

HORIZONTALLY

NOT TO SCALE

I N

5' LONG MIN.

FILTER FABRIC

ELEVATION

SECTION

NOTES:

1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR

POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING

TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FENCE SHOULD CONTAIN

ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF

EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 DEG F.

2. STEEL POSTS SHALL BE 5'-0" MIN. IN HEIGHT, 1.33 LB/LINEAR FT STEEL AND SHALL HAVE

PROJECTIONS TO FACILITATE FASTENING TO FABRIC.

3. WIRE FENCE SHALL BE MINIMUM 14 GAUGE AND MAXIMUM MESH SPACING OF 6 INCHES,

FOR USE WITH STANDARD STRENGTH FILTER FABRIC.

MAINTENANCE

1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE

ANY REQUIRED REPAIRS IMMEDIATELY.

2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME

INEFFECTIVE, REPLACE IT PROMPTLY.

3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE REPLACED

IMMEDIATELY.

4. REMOVE SEDIMENT DEPOSITS AS NECESSARY AND AT A MINIMUM WHERE

ACCUMULATIONS REACH 1/2" ABOVE GROUND HEIGHT AT SEDIMENT FENCING TO PROVIDE

ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE PRESSURE ON THE

FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

5. REMOVE ALL SEDIMENT FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND

BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA

HAS BEEN PROPERLY STABILIZED, ONLY AFTER THE PROJECT INSPECTOR HAS APPROVED

THE SEDIMENT FENCING REMOVAL.

CONSTRUCTION NOTES FOR SEDIMENT FENCE FABRIC

1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH

SYNTHETIC FILTER FABRICS.

2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES

ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER

SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)

3. CONSTRUCT THE FILTER FABRIC FROM CONTINUOUS ROLL CUT TO THE LENGTH OF THE

BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER

CLOTH ONLY AT SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.

4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO

THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF

THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF

THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE

STRENGTH.

5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET

APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF

24 INCHES.

6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE

MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE

OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.

7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE

PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.

9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.

THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SEDIMENT SILT FENCE

PERFORMANCE.

10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

C-501CG101

SEDIMENT FENCE

STEEL POST

WARNING SIGN DETAIL

WARNING SIGN

TREE PROTECTION AREA

DO NOT ENTER

HIGH - TENSILE STRENGTH,

ORANGE, UV RESISTANT,

GRADE

WIRES

INTERMEDIATE

MIN. 12-1/2 GA.

SIDE VIEW

STEEL POST (1.33 LB/FT)

WOVEN WIRE FABRIC

WARNING SIGN

ORANGE, UV RESISTANT,

HIGH - TENSILE STRENGTH,

POLY BARRICADE FABRIC

(TYPICAL)

GRADE

DO NOT ENTER

TREE PROTECTION AREA

40"

LINE WIRES

MIN. 10 GA.

5'-0" O.C. MAX

POLY BARRICADE FABRIC (TYPICAL)

FRONT VIEW

NOTES:

WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.

LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.

SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.

PLACE A SIGN AT EACH END OF LINEAR TREE PROECTION AND 50' ON CENTER

THEREAFTER.

FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS

THAN ONE SIGN PER PROTECTION AREA.

ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.

MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.

CONSTRUCTION SPECIFICATIONS:

MAINTENANCE:

PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE DRIP LINE

OF TREES TO BE RETAINED.

DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATION.

DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINE.

DO NOT PLACE EQUIPMENT, CONSTRUCTION MATERIALS, TOPSOIL, OR FILL DIRT WITHIN

THE LIMIT OF THE DRIP LINE OF TREES TO BE SAVED.

IF A TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE IT WITH

A TREE OF THE SAME OR SIMILAR SPECIES, 2-INCHES CALIPER OR LARGER, FROM

BALLED AND BURLAPED NURSERY STOCK WHEN ACTIVITY IN THE AREA IS COMPLETE.

DURING FINAL SITE CLEANUP, REMOVE BARRIERS AROUND TREES.

IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN

SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM

IMMEDIATELY.

REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM

WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED

ROOTS.

REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE

CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.

CUT OFF ALL DAMAGED TREE LIMITS ABOVE THE TREE COLLAR AT THE TRUNK

OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING PARK FROM

HEALTHY AREA OF TREES.

NOT TO SCALE

C-501

TREE PROTECTION FENCE DETAIL

CG101

EXISTING

ROADWAY

I N

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT

SEDIMENT IS NOT TRACKED ONTO THE EXISTING PAVED

STREET. THE ENTRANCE / EXIT SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF

MUD ONTO PUBLIC STREETS OR RIGHTS-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING WITH NCDOT

CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR

AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP

SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED,

OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS

OR INTO STORM DRAINS SHALL BE REMOVED IMMEDIATELY.

PLAN

MAINTENANCE:

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT DETAIL

CONSTRUCTION SPECIFICATIONS

(TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT)

1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS

AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS

SHOWN ON THE PLANS, AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR

OTHER SUITABLE OUTLET.

4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF

THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR

HIGH WATER TABLE.

5. IF CONSTRUCTION ON THE SITES AREA SUCH THAT THE MUD IS

NOT REMOVED BY THE CONSTRUCTION ENTRANCE, TIRES

OF THE VEHICLES MUST BE WASHED BEFORE LEAVING THE SITE.

CG101 C-501

NOT TO SCALE

CROSS SECTION

6" MIN.

50' MIN.

NEW CONSTRUCTION

NCDOT CLASS A STONE

FABRIC UNDER STONE

8' 8'

8" MIN.

4" MIN.

3'-0"

I N

ELEVATION

3'-0" 3'-0"

3'-0"

8' 8'

3'-0"

PLAN VIEW

SECTION

GROUND LINE

STEEL POST

2x4

NOTES:

1. SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OF

EARTHFILL EMBANKMENTS.

2. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL

HAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING.

3. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND

SHALL BE FASTENED SECURELY TO THE WIRE.

4. THE FILTER FABRIC SHALL MEET THE FOLLOWING

REQUIREMENTS:

A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO. 70

B) GRAB STRENGTH 90-120 LB

C) CONFORM TO ASTM D-1682 OR ASTM D-177

5. STEEL POSTS SHALL BE 6'-0" IN HEIGHT AND BE OF

SELF-FASTENER ANGLE STEEL TYPE.

MAINTENANCE:

1. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.

2. SEDIMENT MUST BE REMOVED WHEN HALF OF STONE

OUTLET IS COVERED.

3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED

OR TOPPED MUST BE REPLACED IMMEDIATELY.

#57 WASHED STONE OVER

CLASS B RIP RAP FRONT

SIDE/ CLASS B RIP RAP

ONLY BACK SIDE

TOP STRAND

MIN. NO. 10

GAUGE

BOTTOM STRAND

MIN. NO. 10 GAUGE

12" MAX WEIR

HEIGHT

FLOW

DIRECTION

EXTRA LAYER FILTER

FABRIC @ SEDIMENT

FENCE OUTLET

ANCHOR FILTER FABRIC MIN. 8"

DEEP AND KEY IT IN 4"

HORIZONTALLY EACH SIDE

COMPACTED FILL EACH SIDE

FLOW

DIRECTION

SEDIMENT FENCE OUTLET DETAIL

NOT TO SCALE

CG101 C-501

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FOR OFFICIAL USE ONLY

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C-502

C d g n

1'-6"

MIN. DIA.

1/4" X 2" X 10" BENT PLATE

(2 REQD), WELDED TO PIPE

FILL WITH CONC. & ROUND OFF

TOP WITH GROUT PLUG

CONC. ENCASEMENT

6" SCH 40 STEEL PIPE, HOT-DIP

GALVANIZE AFTER FABRICATION;

GRIND SMOOTH ALL ROUGH AREAS

AND EDGES

TOP FINISHED CONC.

FINISHED GRADE

C-502

BOLLARD

NOT TO SCALE

CS101

2. AN EXPANSION JOINT SHALL BE PLACED TO SEPARATE

THE NEW CONCRETE WALK FROM OTHER NEW OR

EXISTING CONCRETE CONSTRUCTION UNLESS NOTED

OTHERWISE.

1. SIDEWALK TOOLED JOINT (1 1/4" DEEP) SPACING SHALL BE

COMPACTED

NOTES:

3000 P.S.I. CONCRETE

SUB-GRADE

2% CROSS SLOPE (TYP.)

JOINT FILLER

SIDEWALK SURFACE

TRANSVERSE EXPANSION JOINT

1/2"

3. GRADE TO DRAIN AWAY FROM BUILDING.

CONCRETE SIDEWALK

CS101 C-502

5'-0" MAXIMUM, WITH AN EXPANSION JOINT BEING EVERY 20'.

„" RADIUS

5' UNLESS SHOWN OTHERWISE ON PLANS

NOT TO SCALE

WIDTH VARIES

XX X X

4" AGGREGATE BASE

6 X 6 - W2.9 X W2.9 WWF

COMPACTED SUBGRADE

CONCRETE PAVEMENT SECTION

CS101

NOT TO SCALE

SEE GRADING

PLAN-CG102

6" THICK 650 PSI

FLEXURAL CONCRETE

C-502

JOINT SEALANT1/4" R. TOOLED EDGE

X X X X

1/4" PREFORMED EXPANSION

JOINT MATERIAL OR BOND

BREAKER WHEN DOWEL IS USED

EXPANSION JOINT REQUIRED BETWEEN

ADJOINING RIGID FEATURES (I.E. CURBING

TO CONCRETE PAVEMENT SLAB)

CONCRETE PAVEMENT EXPANSION JOINT

1/4" X "X" (*) DEEP

TOOLED OR

SAWCUT JOINT

X DENOTES 1/4 X DEPTH OF SLAB

XX X X

CONCRETE PAVEMENT CONTRACTION JOINT

V A

R I E

M I N

MATCH EXISTING GRADE

#57 STONE

(COMPACTED IN PLACE AND PROOF-ROLLED)

GEOTEXTILE FABRIC MIRAFI 500X OR EQUIVALENT

C-502

GRAVEL ROAD SECTION

NOT TO SCALE

CS101

COMPACTED SUBGRADE, MINIMUM 95% MODIFIED

PROCTOR MAXIMUM DRY DENSITY

CLEAN, WASHED SAND, 6" DEEP

TRENCH 4 FEET DEEP

1.5-2.5 INCH DIAMETER CLEAN STONE

OVERFLOW BERM

ELEVATION 502'

2" PEA GRAVEL LAYER

ELEVATION 501.84'

WRAP GEOTEXTILE ALL SIDES

WATER QUALITY VOLUME

NOTES:

1. 5 ACRE MAXIMUM DRAINAGE AREA.

2. GEOTEXTILE TO BE PE TYPE I

NON-WOVEN

C-502

STORMWATER MANAGEMENT INFILTRATION TRENCH #1

NOT TO SCALE

CG101

TYPICAL SECTION

NOT TO SCALE

104'

2' WIDE OVERFLOW

BERM

3:1 MAX

ELEV. 501.84

16" LONG

" DIAM

REBAR ANCHOR

14"x14"

" STAINLESS STEEL

FOOT PLATE

4" PERF. PVC W/REMOVALE CAP

PERFORATIONS TO BE

" DIAM.

AT 3" MIN. VERTICAL SPACING

CLEAN, WASHED SAND, 6" DEEP

(OR FILTER FABRIC EQUIVALENT)

TRENCH 4 FEET DEEP

1.5-2.5 INCH DIAMETER CLEAN STONE

OVERFLOW BERM

ELEVATION 502'

2" PEA GRAVEL LAYER

ELEVATION 501.84'

WATER QUALITY VOLUME

C-502

STORMWATER MANAGEMENT INFILTRATION TRENCH #2

NOT TO SCALE

CG101

TYPICAL SECTION

NOT TO SCALE

2' WIDE OVERFLOW

BERM

3:1 MAX

ELEV. 501.84

36'

WRAP GEOTEXTILE ALL SIDES

16" LONG

" DIAM

REBAR ANCHOR

14"x14"

" STAINLESS STEEL

FOOT PLATE

4" PERF. PVC W/REMOVALE CAP

PERFORATIONS TO BE

" DIAM.

AT 3" MIN. VERTICAL SPACING

NOTES:

1. 5 ACRE MAXIMUM DRAINAGE AREA.

2. GEOTEXTILE TO BE PE TYPE I

NON-WOVEN

CLEAN, WASHED SAND, 6" DEEP

TRENCH 4 FEET DEEP

1.5-2.5 INCH DIAMETER CLEAN STONE

OVERFLOW BERM

ELEVATION 500.1'

2" PEA GRAVEL LAYER

ELEVATION 499.5'

C-502

STORMWATER MANAGEMENT INFILTRATION TRENCH #3

NOT TO SCALE

CG101

TYPICAL SECTION

NOT TO SCALE

2' WIDE OVERFLOW

BERM ELEV.=500.1'

GRAVEL R

OAD

500.1'

WRAP GEOTEXTILE ALL SIDES

16" LONG

" DIAM

REBAR ANCHOR

14"x14"

" STAINLESS STEEL

FOOT PLATE

4" PERF. PVC W/REMOVALE CAP

PERFORATIONS TO BE

" DIAM.

AT 3" MIN. VERTICAL SPACING

NOTES:

1. 5 ACRE MAXIMUM DRAINAGE AREA.

2. GEOTEXTILE TO BE PE TYPE I

NON-WOVEN

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FOR OFFICIAL USE ONLY

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C d g n

C-503

GREEN SPACE CONDITION

1'-0" MIN PIPE O.D. 1'-0" MIN

MIN. TRENCH WIDTH

P I P

O N

E P

I E

F I N

K F

I L

E P

I E

MAXIMUM TRENCH WIDTH AS REQUIRED

SEE MEASUREMENT AND PAYMENT

SECTION OF SPECIFICATIONS

T R

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P I P

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FIN. GRADE ELEV.

MAX ALLOWABLE

SLOPE AS SPECIFIED IN

OSHA REGULATION 29

CFR 1926 SUB-PART P

METALLIC LOCATOR

TAPE

TRACER WIRE

I N

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P I P

O D

UNDISTURBED TRENCH

BOTTOM

C-503CU101

TRENCH FOR WATER PIPE

NOT TO SCALE

2-STAINLESS STEEL BANDS

1-1/4" x FIP CORPORATION STOP ADAPTABLE

TO 1-1/4" FIP THREAD FOR DI / P.V.C. PIPE

USE APPROVED SERVICE SADDLE ADAPT TO

POLYETHYLENE PIPE AS PER MFG.

RECOMMENDATIONS

1 1/4" CC DOUBLE

STAINLESS STEEL STRAP

SADDLE

45°-60°

C-503CU101

1 1/4" WATER SERVICE

NOT TO SCALE

1-1/4" BRASS CURB STOP ADAPTABLE TO

1-1/4" FIP THREAD. ADAPT TO

POLYETHYLENE PIPE AS PER MFG.

RECOMMENDATIONS

CURB STOP BOX PER

SPECIFICATIONS.

CONTRACTOR SHALL

PROPOSE LOCATION

TO BE APPROVED BY

COR PRIOR TO

INSTALLATION

12-1 13-2017

1 2 3 4 5 6

13'-3" TRAVEL

'-4

" T R

A V

E L

'-7

" T R

A V

E L

14' TRAVEL

52'-3" TRAVEL

31'-7" TRAVEL 30

'-1

" T R

'-1

A V

E L

19'-0" TRAVEL

57'-5" TRAVEL

FE FE

A N

S I D

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

C A

O R

Y C

O D

D E

S C

E S

F R

A N

N R

D , S

, N C

-3

) 8

-7

E N

S E

-0

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

C T

R A

G E

F A

, J S

O C

T B

R A

G G

, N O

C A

R O

A D

E P

A R

N T

O F

A R

M Y

T B

R A

G G

, N O

C A

R O

A D

R A

F P

U B

W O

R K

E C

M B

TFTF TF

LS101

OVERALL LIFE SAFETY PLAN

1/4" - 1'-0'

IBC CODE SUMMARY

CONSTRUCTION TYPE = IIB (UNPROTECTED)

OCCUPANCY = LOW-HAZARD STORAGE NFPA 101 CHAPTER 39

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS

NATIONAL FIRE PROTECTION ASSOC. NFPA 13, 24, 10

INTERNATIONAL BUILDING CODE 2015

BUILDING CODE EVALUATION

OCCUPANCY = STORAGE, S2

CONSTRUCTION TYPE = IIB, UNPROTECTED (CHAPTER 6)

LIFE SAFETY CODE EVALUATION

OCCUPANCY: STORAGE

CHAPTER 42: DEFINITION - STORAGE OCCUPANCY USED PRIMARILY

FOR THE STORAGE OR SHELTERING OF GOODS, MERCHANDISE,

PRODUCTS.

CLASSIFICATION OF HAZARDS OF CONTENTS (42.1.5 & 6.2.2): LOW

MINIMUM CONSTRUCTION REQUIREMENTS (42.1.6): NONE

MEANS OF EGRESS REQUIREMENTS: (42.2.1)

MEANS OF EGRESS COMPONENTS: (42.2.2)

DOORS (42.2.2.2)

EGRESS CAPACITY (42.2.3) AND NUMBER OF EXITS

(42.2.4): 2 DOORS @ 45" CLEAR = 90 INCHES

90/0.2 INCHES PER OCCUPANT = 450 OCCUPANTS TOTAL

CAPACITY

STAIRS, SMOKEPROOF ENCLOSURES, HORIZONTAL EXITS

RAMPS, EXIT PASSAGEWAYS, FIRE ESCAPE STAIRS, FIRE

ESCAPE LADDERS, SLIDE ESCAPES, ALTERNATING TREAD

DEVICES, AREAS OF REFUGE: N/A

LEGEND

NEW CONSTRUCTION

WALL-MOUNTED BRACKET

TYPE FIRE EXTINGUISHER

EXIT SIGN

TRAVEL PATH

DECISION POINT ALONG

TRAVEL PATH

INTERSECTION POINT OF

MULTIPLE TRAVEL PATHS

32"

1,163

OCCUPANT LOAD TAG

AREA

OCCUPANT LOAD

NUMBER OF OCCUPANTS

OCCUP…

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