Thomasville Lift Station Final Drawings 2022 07 18.1677514794005 (1).pdf

PDF 33 MB Posted Mar 16, 2023

Attached to: Construct Sewage Lift Station
Solicitation number: 47PE0223Q0005
Issued by: General Services Administration Public Buildings Service Region 4

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to construct a sewage lift station. The General Services Administration Public Buildings Service Region 4 is seeking to identify potential contractors interested in repairing and renovating rooms 118, 122 and 120 at the MERS Building in Thomasville, Georgia. The selected contractor will be responsible for removing and replacing doors, repairing walls, floors, and installing carpeting. The purpose of these modifications is to bring the spaces up to Top Secret Open Storage accreditation standards. The result of this market research will help determine the procurement method for the project involving construction of a sewage lift station at the Federal Building located at 436 Pinetree Boulevard in Thomasville.

View the file

Other files

File	Type	Posted
Thomasville Lift Station 100 CD Specifications 2022 08 16.1677514789553.pdf	PDF	Mar 16, 2023
Thomasville Lift Station 100 SoW 2022 09 20.1677514789160 (1).pdf	PDF	Mar 16, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FOR

NTS

LOCATION MAP

CIVIL ENGINEER

PROPERTY AREA: 37.66 ACRES

LIMITS OF DISTURBANCE: 0.46 ACRES

ZONING:

PROJECT DESCRIPTION: CIVIL WORK RELATED TO

THE INSTALLATION OF A NEW LIFT STATION TO SERVICE TO

THE COMPLEX.

FEMA COMPLEX, THOMASVILLE, GA

ISSUE DATE: 07/18/2022

24-HOUR EMERGENCY CONTACT

TBD

100% DESIGN DEVELOPMENT PLANS

LEI PROJECT NO. 0379-0080

STREET ADDRESS: 402 S. PINETREE BLVD,

LAND LOT 41 & 42, 13TH DISTRICT,

CITY OF THOMASVILLE,

THOMAS COUNTY, GEORGIA

TAX PARCEL I.D. # 057 009

ARCHITECT

HOUSER WALKER ARCHITECTURE, LLC

1819 PEACHTREE ROAD NE #102

ATLANTA, GEORGIA 30309

OWNER/DEVELOPER

UNITED STATES OF AMERICA

402 S. PINETREE BLVD

THOMASVILLE, GEORGIA 31792

SITE

www.longeng.com

FAX 770.951.2496

TEL 770.951.24952550 HERITAGE CT.

SUITE 250

ATLANTA, GA 30339

COLORIZED PLANS DISCLAIMER: THIS SET OF

PLANS HAS BEEN FORMATTED TO BE PRINTED IN FULL

COLOR. GRAY-SCALE PHOTO COPIES MAY NOT APPEAR AS

INTENDED. CONTACT LONG ENGINEERING FOR ACCESS TO

AN OFFICIAL GRAY-SCALE VERSION OF THE PLANS.

SHEET LIST TABLE

I #

-0

Fi le

L oc at io n:

p le i p ro je ct s\

-0

T ho m as vi lle

L if t St at io n\

D ra w in gs \4

Ci vi l D ra w in gs

N .d w g

Pl ot

D at e:

/1 8/

ch ri st ia n fa ns i

REVISIONS

Q U

SHEET

NUMBER SHEET TITLE

C000 COVER

CA001 ABBREVIATIONS AND LEGEND

CN001 GENERAL NOTES

CE001 EROSION CONTROL NOTES

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CP111 SANITARY SEWER PROFILES

CP112 SANITARY SEWER PROFILES

CE101 E&SC-I & II INITIAL & INTERMEDIATE PHASE

CE102 E&SC-I & II INITIAL & INTERMEDIATE PHASE

CE103 E&SC-I & II INITIAL & INTERMEDIATE PHASE

CE104 E&SC-I & II INITIAL & INTERMEDIATE PHASE

CE121 E&SC-III FINAL PHASE

CE122 E&SC-III FINAL PHASE

CE123 E&SC-III FINAL PHASE

CE124 E&SC-III FINAL PHASE

CE501 DETAILS-ES&PC

CE502 DETAILS-ES&PC

CU501 DETAILS-UTILITY

1 OF 2 TOPOGRAPHIC & UTILITY SURVEY

2 OF 2 TOPOGRAPHIC & UTILITY SURVEY

N S

/1 0/

S U

D D

G N

S U

07/18/2022

GENERAL CONTRACTOR SHALL COORDINATE WITH THE CITY OF THOMASVILLE AND GSA

TO PAY SANITARY SEWR TAPPING FEES AND TERMINATION POINT OF PROPOSED UTILITIES

SERVISING THE SITE.

12''W

1''NW

E E

T T

12''W

1''NW

E-T-TV E-T-TV

STMSTM

2''G 2''G

UNK

(QL-X)

(DIP)

(PVC)

(QL-X)

(DIP)

(QL-X)

X X X

TP TP

LOD

X X X

(QL-X)

(PVC)(QL-X)

(RCP)(QL-X)

8''F8''F(DIP)(QL-X)

N S, S

CA001

A/C AIR CONDITIONING

ABAN ABANDON

ACC ACCESSIBLE

ACP ASBESTOS CONCRETE PIPE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

ALNMT ALIGNMENT

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APPROX APPROXIMATE

APT APARTMENT

ARCH ARCHITECT

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

B/B BACK TO BACK

BAF BAFFLE

BC BOTTOM OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BRG BEARING

BRK BRICK

BSL BUILDING SETBACK LINE

BSMT BASEMENT

BTWN BETWEEN

BV BALL VALVE

BW BOTH WAYS

C&G CURB AND GUTTER

C/C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CD CONSTRUCTION DOCUMENTS

CERT CERTIFY

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CH CHANNEL

CHKV CHECK VALVE

CHW CHILLED WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CURB INLET

CIP CAST-IN-PLACE

CIP CAST IRON PIPE

CIRC CIRCULAR

CJ CONTROL JOINT

CL CENTER LINE

C/L CHAIN LINK

CLASS CLASSIFICATION

CLL COLUMN LINE

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

CMP CORRUGATED METAL PIPE

CND CONDUIT

CNDS CONDENSATE

CNR CORNER

CNTR CENTER

CO CERTIFICATE OF OCCUPANCY

CO CLEANOUT

CO COMPANY

COEFF COEFFICIENT

COL COLUMN

COMB COMBINATION, COMBINED

COMM COMMUNICATION

CONC CONCRETE

COND CONDITION

CONSTR CONSTRUCTION

CONTR CONTRACTOR

COORD COORDINATE

COV CUT OFF VALVE

CP CONTROL POINT

CRN CROWN

CS COMBINED SEWER

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CTPF CRIMP TOP PIPE FOUND

CTP CRIMP TOP PIPE

CTR CONTOUR

CTR COOLING TOWER RETURN

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CULV CULVERT

CY CUBIC YARD

CYL CYLINDER

D DEPTH

D/B DESIGN-BUILD

DA DRAINAGE AREA

DAT DATUM

DBC DIRECT BURIED CABLE

DBL DOUBLE

DDCA DOUBLE DETECTOR CHECK ASSEMBLY

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DENS DENSITY

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DETN DETENTION

DEV DEVELOPMENT

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DISCH DISCHARGE

DIST DISTANCE

DIST DISTRICT

DIV DIVISION

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DWG DRAWING

E EAST

E ELECTRIC

EA EACH

ECC ECCENTRIC

ED EDGE OF DRIVE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATION

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESMT EASEMENT

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

EX GR EXISTING GRADE

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

F FIRE LINE

F/F FACE TO FACE

FACIL FACILITY

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FED FEDERAL

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHWA FEDERAL HIGHWAY ADMINSTRATION

FIG FIGURE

FG FINISHED GRADE

FL FLOWLINE

FLG FLANGE

FLR FLOOR

FOC FIBER OPTIC CABLE

FOC FACE OF CURB

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FLAGPOLE

FPS FEET PER SECOND

FREQ FREQUENCY

FRWY FREEWAY

FT FOOT, FEET

FTG FOOTING

FUT FUTURE

FW FIRE LINE

G NATURAL GAS

GA GAGE

GAB GRADED AGGREGATE BASE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GLV GLOBE VALVE

GM GAS METER

GMP GUARANTEED MAXIMUM PRICE

GDOT GEORGIA DEPARTMENT OF TRANSPORTATION

GOVT GOVERNMENT

GP GUY POLE

GPD GALLONS PER DAY

GPM GALLONS PER MINUTE

GR GROUND

GRAN GRANITE

GRN C GRANITE CURB

GRT GRATE

GT GREASE TRAP

GTV GATE VALVE

GUT GUTTER

GV GAS VALVE

GWE GROUND WATER ELEVATION

HAZ MAT HAZARDOUS MATERIALS

H HORIZONTAL

HB HOSE BIBB

HC HANDICAP

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HDR C HEADER CURB

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HNDRL HANDRAIL

HORIZ HORIZONTAL

HOSP HOSPITAL

HPT HIGH POINT

HP HORSEPOWER

HQ HEADQUARTERS

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HW HEADWALL

HWY HIGHWAY

I INTERSTATE (HIGHWAY)

IBC INTERNATIONAL BUILDING CODE

ICV IRRIGATION CONTROL VALVE

ID IDENTIFICATION

ID "INSIDE DIAMETER/INSIDE DIMENSION"

IN INCH

INC INCORPORATED

INFO INFORMATION

INSTR INSTRUMENT

INV INVERT ELEVATION

IP IRON PIPE

IPF IRON PIN FOUND

IPS IRON PIN SET

IRR IRRIGATION, UNKNOWN SIZE/TYPE

IW IRRIGATION WATER

J-BOX JUNCTION BOX

JT JOINT

LA LANDSCAPE ARCHITECT

LAB LABORATORY

LAT LATITUDE

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LLL LAND LOT LINE

LNDSCP LANDSCAPE

LNG LONGITUDE

LOC LOCATION

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

LPT LOW POINT

LS LUMP SUM

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMO MEMORANDUM

MEP MECHANICAL ELECTRICAL PLUMPING ENGINEER

MFR REC MANUFACTURER'S RECOMMENDATION

MGD MILLION GALLONS PER DAY

MGT MANAGEMENT

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MIN MINUTE

MISC MISCELLANEOUS

MOB MEDICAL OFFICE BUILDING

MOD MODIFY

MON MONUMENT

MPH MILES PER HOUR

MSL MEAN SEA LEVEL

MTL METAL

MULT MULTIPLE

MUNIC MUNICIPAL

MW MONITORING WELL

N NORTH

NA NOT APPLICABLE

NE NORTHEAST

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NT WT NET WEIGHT

NTE NOT TO EXCEED

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

NW NORTHWEST

O OXYGEN

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

OD OUTSIDE DIAMETER

OFC OFFICE

OFD OVERFLOW DRAIN

OH OVERHANG

OPNG OPENING

OPT OPTIONAL

ORIG ORIGINAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OTPF OPEN TOP PIPE FOUND

OTP OPEN TOP PIPE

OZ OUNCE

P POLE

PAR PARALLEL

PB PULL BOX

PC POINT OF CURVATURE

PC PORTLAND CEMENT

PCCP PORTLAND CEMENT CONCRETE PAVEMENT

PCF POUNDS PER CUBIC FOOT

PE POLYETHYLENE

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKWY PARKWAY

PKNS PK NAIL SET

PL PROPERTY LINE

PL PLACE

PLBG PLUMBING

POB POINT OF BEGINNING

POS POSITIVE

POTW POTABLE WATER

PPM PARTS PER MILLLION

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PRP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE (PLASTIC)

Q RATE OF FLOW

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QUAD QUADRANT

QUAL QUALITY

R RADIUS

RBC REBAR CAP

RBF REBAR FOUND

RBS REBAR SET

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD

RD ROOF DRAIN

RDC REDUCER

REBAR REINFORCING STEEL BARS

RECT RECTANGLE

REF REFERENCE

REG REGULATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RLG RAILING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RR RAILROAD

RWL RAIN WATER LEADER

S SOUTH

S/W SIDEWALK

SALV SALVAGE

SAN SANITARY

SB STREAM BANK

SC STREAM CENTER

SD SCHEMATIC DESIGN

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SE STREAM EDGE

SE SOUTHEAST

SECT SECTION

SED SEDIMENT

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SHT SHEET

SLV SLEEVE

SMH STEAM MANHOLE

SMP SUMP PUMP

SPEC SPECIFICATION

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER

ST STREET

ST PR STATIC PRESSURE

STA STATION

STD STANDARD

STL STEEL

STM STEAM

STOR STORAGE

STRUC STRUCTURAL

SURV SURVEY

SVC SERVICE

SW SOUTHWEST

SWM STORM WATER MANAGEMENT

SYS SYSTEM

T TELEPHONE

TAN TANGENT

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TCP TRAFFIC CONTROL PLAN

TCP TERRA COTTA PIPE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPORARY

THRUOUT THROUGHOUT

THRU THROUGH

TOD TOP OF DOME

TOF TOP OF FOOTING

TOG TOP OF GRATE

TOPO TOPOGRAPHY

TP TELEPHONE POLE

TR TREE

TW TOP OF WALL

TYP TYPICAL

UD UNDER DRAIN

UG UNDERGROUND

UNK UNKNOWN

UNO UNLESS NOTED OTHERWISE

UP UTILITY POLE

UTIL UTILITY

V VERTICAL

V VOLT

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WATT

W WATER

W WEST

W WIDE

W/ WITH

W/O WITHOUT

WM WATER METER

WT WEIGHT

WV WATER VALVE

WWR WELDED WIRE REINFORCEMENT

X SECT CROSS SECTION

XFMR TRANSFORMER

YH YARD HYDRANT

YI YARD INLET

YR YEAR

* NOTE: FEATURES SHOWN ON THE EXISTING CONDITIONS SHEET WILL APPEAR NON-SCREENED

GENERAL ABBREVIATIONS

HAND HOLE

TRANSFORMER

LIGHT POLE

SPLICE BOX

CABINET

SUBCRIBER LOOP CARRIER (aka "SLICK")

WELL

STAND PIPE

BACKFLOW PREVENTER

POST INDICATOR VALVE

AIR RELEASE VALVE

GAS VENT

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

UTILITY POLE/GUY POLE

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

WATER VALVE MARKER

GUY ANCHOR

FIRE HYDRANT ASSEMBLY (INCLUDES ASSOCIATED VALVE)

EXISTING

SANITARY SEWER CLEANOUT

GREASE TRAP

AIR RELEASE VALVE

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

GAS MANHOLE

GAS VALVE

GAS METER

SANITARY SEWER FORCE MAIN VALVE

QUALITY LEVEL (QL) DELINEATION

STORM DRAINAGE STRUCTURE ID

TEST HOLE (QL-A ONLY)

CONFLICT LOCATION

(UTILITY IMPACT ANALYSIS (UIA) ONLY)

TRAFFIC CONTROL PEDESTRIAN SIGNAL/ BUTTON POST

TRAFFIC CONTROL MANHOLE/ ELECTRIC COMMUNICATIONS BOX

END OF UTILITY

TRAFFIC CONTROL HAND HOLE/ PULL BOX

TRAFFIC CONTROL CABINET

1004.9 x

14"O

1004.90 x

14"O

TREE WITH COMMON NAME ABBREVIATION, APPROX.

CALIPER, AND DRIP LINE (BASED ON TREE CALIPER)

SPOT ELEVATION

POWER POLE W/LIGHT

TRAFFIC SIGNAL POLE

MAST ARM w/TRAFFIC SIGNAL

STREET LIGHT

POWER POLE

FIRE DEPARTMENT CONNECTION

STORM DRAIN DOUBLEWING CATCHBASIN

STORM DRAIN SINGLEWING CATCHBASIN

STORM DRAIN INLET

STEAM MANHOLE

CURB AND GUTTER

UTILITY SYMBOLS

PROPOSED

SOIL BORING

MISCELLANEOUS SYMBOLS

DESCRIPTION

STORM DRAIN CURB INLET AND GRATE

SANITARY SEWER STRUCTURE ID

ELECTRIC VAULT

FENCE

CONTOUR LINE W/ELEVATION - MAJOR

SILT FENCE

TREE PROTECTION FENCE

MISCELLANEOUS LINETYPES

LIMITS OF DISTURBANCE

NRCS SOIL BOUNDARIES

EXISTING PROPOSEDDESCRIPTION

BALD BALD CYPRESS

B BIRCH

BG BLACKGUM

CH CHERRY

CM CREPE MYRTLE

COT COTTONWOOD

CRY CRYPTOMERIA

DOG DOGWOOD

ELM ELM

HACK HACKBERRY

HAW HAWTHORN

HW HARDWOOD

HICK HICKORY

LEY LEYLAND CYPRESS

M MAPLE

MAG MAGNOLIA

O OAK

P PINE

RB RIVER BIRCH

RDBD RED BUD

SG SWEETGUM

SOUR SOURWOOD

SYC SYCAMORE

TP TULIP POPLAR

WIL WILLOW

WO WATER OAK

TREE ABBREVIATIONS

ELECTRIC (QL-X)

TELECOMMUNICATIONS

CABLE TV

STEAM FOR LABELED PIPE SIZES (QL-X)

GAS FOR LABELED PIPE SIZES (QL-X)

TRAFFIC CONTROL (QL-X)

PROPOSEDEXISTING

TRAFFIC CONTROL

UTILITY LINETYPES

OVERHEAD:

UNDERGROUND:

SUBSURFACE UTILITY LOCATION QUALITY LEVELS AND DEFINITIONS

ELECTRIC - OVERHEAD

TELECOMMUNICATIONS

CABLE TELEVISION

NOTE : MULTIPLE OVERHEAD UTILITIES WILL BE SHOWN WITH THE APPROPRIATE ABBREVIATIONS:

SANITARY SEWER WITH FLOW DIRECTION FOR

LABELED PIPE SIZES AND MATERIAL (QL-X)

DESCRIPTION

ASPHALT PAVING

STANDARD DUTY

CONCRETE PAVING

STANDARD DUTY

ASPHALT PAVING

HEAVY DUTY

CONCRETE PAVING

HEAVY DUTY

CONCRETE

SIDEWALK

UNDISTURBED

EARTH

COMPACTED

EARTH

ASPHALT PAVING

EXISTING

CONCRETE PAVING

EXISTING

QL-D DEPICTED ACCORDING TO UTILITY RECORD INFORMATION AND IN-FIELD VISUAL INSPECTION. NO ELECTRONIC DESIGNATING INFORMATION WAS

OBTAINED.

QL-C EXISTING UTILITY STRUCTURES HAVE BEEN FIELD LOCATED AND SURVEYED TO ASSIST IN DEPICTING THE UTILITIES SHOWN ON RECORDS. NO

ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

QL-B INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF THE SUBSURFACE UTILITIES. QL-B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS.

QL-A OBTAIN PRECISE HORIZONTAL AND VERTICAL POSITION OF THE UTILITY LINE BY EXCAVATING A TEST HOLE. THE TEST HOLE SHALL BE DONE USING VACUUM EXCAVATION OR COMPARABLE NONDESTRUCTIVE EQUIPMENT IN A MANNER AS TO CAUSE NO DAMAGE TO THE UTILITY LINE. AFTER EXCAVATING A TEST HOLE, A FIELD SURVEY SHALL BE PERFORMED TO DETERMINE THE EXACT LOCATION AND POSITION OF THE UTILITY LINE.

WATER FOR LABELED PIPE

SIZES AND MATERIAL (QL-X)

NON-POTABLE WATER FOR LABELED PIPE

SIZES AND MATERIAL (QL-X)

SANITARY SEWER FORCE MAIN WITH FLOW

DIRECTION AND MATERIAL (QL-X)

UNKNOWN UTILITY FOUND

IN SUE INVESTIGATION (QL-X)

GRAVEL

BUILDING

STORM DRAIN MANHOLE

STORM DRAIN WITH FLOW DIRECTION FOR

LABELED PIPE SIZES AND MATERIAL

COMBINED SEWER FOR LABELED

PIPE SIZES AND MATERIAL (QL-X)

TRAFFIC SIGN

TYPE OF UTILITY

PROPOSEDDESCRIPTIONEXISTING

BUILDING SETBACK LINE

PROPERTY LINE

CENTERLINE

PROPOSEDEXISTING

CONTOUR LINE W/ELEVATION - MINOR

COLUMN LINE CALLOUT

VEGETATION

ADA ACCESSIBLE

ROUTE

STORM DRAIN CLEANOUT

FIRE LINE FOR LABELED PIPE

SIZES AND MATERIAL (QL-X)

FLOW LINE OF SWALE

GPR

PIV

SLC

BFP

ARV

GPR

PIV

SLC

BFP

ARV

UTILITY STUB

A.7

C123

EX1

EX12

A.7

TH_

BENCHMARK

FDC

FHFH

FDC

(BSL)

DESCRIPTION

DEMOLITION HATCHES

BUILDING TO BE REMOVED

INCLUDING FOUNDATIONS,

STEPS, UTILITIES, AND ALL

RELATED FEATURES

PAVEMENTS, CURBS, AND SIDEWALKS

LAND LOT LINE

LINEAR IMPROVEMENTS TO BE

REMOVED - UTILITIES, UTILITY

STRUCTURES,RETAINING WALLS,

FENCES, ETC.

TREE TO BE REMOVED INCLUDING

ROOT SYSTEMS GREATER THAT 1"

DIAMETER TO A DEPTH OF 12" BELOW

GROUND SURFACE

RETAINING WALL

6" P X

/ / / / / / / /UNK

B-11B-11

SSSS

PERVIOUS PAVER

BLOCKS

PAVEMENT/

GROUND HATCHES

PARKING SPACE COUNT

COMPACT PARKING SPACE

PARKING SPACE W/ INFRASTRUCTURE FOR FUTURE ELECTRIC VEHICLE CHARGING

WALKWAY HANDRAIL

ACCESSIBLE PARKING SPACE

STORM AREA/ LANDSCAPE DRAIN

STORM HEADWALL

(RCP)18"SD

TREE LINE

(RCP)18"SD

960960

-0

M A

U N

REVISIONS

G A

95, FA

w w w

.l on ge ng

.c om

Q U

SHEET

04-05-2022

GSWCC LEVEL II CERT. # 01209, EXPIRES 02-01-24

DATE

DESIGN QC:

CADD QC:

DRAWN BY:

O R

N N

O T

N S

/1 0/

S U

N S

07/18/2022

N O

CN001

GENERAL NOTES

SURVEY:

TOPOGRAPHIC AND UTILITY SURVEY PORTION OF PARCEL #057 007. PREPARED BY LONG

ENGINEERING INC, DATED 2/11/22

DEMOLITION NOTES

1. PRIOR TO CLEARING, THE CONTRACTOR SHALL OBTAIN WRITTEN VERIFICATION FROM ALL UTILITY COMPANIES THAT ALL UTILITIES HAVE BEEN REMOVED. IF UTILITIES HAVE NOT BEEN REMOVED BUT HAVE BEEN ABANDONED, THE VERIFICATION LETTER SHALL STATE THAT THEIR FACILITIES LEFT ON-SITE HAVE BEEN ISOLATED FROM THEIR SOURCE AND MAY BE REMOVED BY THE CONTRACTOR. IF UTILITIES ARE TO REMAIN AND HAVE BEEN LEFT ACTIVE, THE CONTRACTOR SHALL CAREFULLY PROTECT THEM AND IS RESPONSIBLE FOR

RESTORING THEM TO THEIR PREVIOUS CONDITION OR BETTER IF DAMAGED.

2. DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO BE REMOVED PRIOR TO START OF DEMOLITION. UTILITIES SHALL BE DISCONNECTED BELOW EXISTING GRADE OR OUTSIDE OF CONTRACT LIMITS BY THE APPLICABLE PUBLIC UTILITY. ALL COSTS FOR

THIS WORK SHALL BE BORNE BY THE CONTRACTOR.

3. ALL MATERIALS GENERATED BY DEMOLITION, INCLUDING BUT NOT LIMITED TO: VEGETATION, PAVEMENTS, SLABS, RETAINING WALLS, FENCES, ORGANICS AND UNSUITABLE BEARING SOILS SHALL BE STRIPPED FROM THE SURFACE WITHIN THE CONSTRUCTION LIMITS AND DISPOSED OF LEGALLY OFFSITE. ALL WASTE FROM DEMOLITION OPERATIONS SHALL BE HAULED OFFSITE TO DISPOSAL AREA APPROVED

BY THE STATE OF GEORGIA FOR THE HANDLING OF DEMOLITION MATERIAL AND DEBRIS.

4. CONTRACTOR SHALL HAVE THE LIMITS OF CLEARING AND ALL BUFFERS STAKED WITH FLAGGING STRUNG AT CLEARING LIMITS TO

ENSURE THE PROPER LOCATION OF TREE SAVE FENCE AND PROPOSED IMPROVEMENTS.

5. ALL VEGETATION, ROOT SYSTEMS, TOPSOIL, REFUSE AND OTHER DELETERIOUS, NON-SOIL MATERIAL SHALL BE STRIPPED FROM THE PROPOSED CONSTRUCTION AREAS, REMOVED AND DISPOSED OF ACCORDING TO THE PROJECT SPECIFICATIONS. CLEAN TOPSOIL MAY BE

STOCKPILED AND REUSED LATER IN LANDSCAPED AREAS.

6. ALL STRUCTURES TO BE DEMOLISHED SHALL BE COMPLETELY REMOVED ABOVE AND BELOW GRADE. ABANDONED SERVICE LINES TO THE

STRUCTURES SHALL ALSO BE REMOVED.

7. ALL NECESSARY PERMITS AND INSPECTIONS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK.

8. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF-SITE AREAS DISTURBED

SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.

9. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SCHEDULES AND ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANY

AND THE OWNER/PROPERTY MANAGER OF ALL OPERATIONAL BUILDINGS ONSITE TO MINIMIZE DISRUPTIONS TO OVERALL PROPERTY

FUNCTIONS.

10. THE CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICE TO ALL IMPACTED PROPERTIES/BUILDINGS UNTIL THE RELOCATED

UTILITIES ARE INSPECTED AND APPROVED.

11. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR

BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST.

12. AT A MINIMUM, INITIAL EROSION & SEDIMENT CONTROL BMP'S SHALL BE INSTALLED AND DRAINAGE INLET PROTECTION SHALL BE IN

PLACE PRIOR TO DEMOLITION OPERATIONS.

13. CONTRACTOR SHALL INSTALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC. TRAFFIC CONTROL DEVICES AND MEASURES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION DURATION AND CONFORM TO LOCAL AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS & SPECIFICATIONS. INTERRUPTION TO TRAFFIC FLOW IS TO BE MINIMIZED DURING PEAK TRAFFIC HOURS.

14. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION NECESSARY TO CONSTRUCT THE IMPROVEMENTS CONTEMPLATED IN THE

CONTRACT DOCUMENTS WHETHER OR NOT SHOWN ON THIS PLAN.

15. CONTRACTOR IS TO PROVIDE TEMPORARY SHORING, BRACING, AND/OR SUPPORT SYSTEMS AS REQUIRED TO PROVIDE STABILITY AND

PREVENT COLLAPSE OR FAILURE OF EXISTING IMPROVEMENTS TO REMAIN.

16. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL EXISTING UTILITIES ON SITE, DETERMINING THEIR LOCATION AND ELEVATION AND

PROTECTING THOSE TO REMAIN.

17. CONTRACTOR TO PROVIDE SUFFICIENT TEMPORARY FENCING TO PREVENT THE PUBLIC FROM ENTERING THE AREA IN WHICH DEMOLITION IS PLANNED OR IN PROGRESS. ALL GATES SHALL BE SECURED AND LOCKED DURING NON-WAKING HOURS.

18. STORM AND/OR SANITARY SEWER PIPES TO BE ABANDONED ARE TO BE REMOVED, GROUT FILLED OR CRUSHED IN PLACE. GROUT FILLING

IS ONLY ALLOWED WHEN SPECIFICALLY INDICATED ON THE DEMOLITION PLAN.

19. REMOVAL OF UTILITIES WITHIN THE PUBLIC RIGHT OF WAY OR THAT MAY IMPACT ADJACENT PROPERTIES ARE TO BE COORDINATED

WITH THE APPLICABLE UTILITY COMPANY.

20. TREES SHOWN TO BE REMOVED INCLUDE ONLY THOSE SHOWN ON THE EXISTING CONDITIONS PLAN. OTHER TREES MAY EXIST THAT

REQUIRE REMOVAL TO ENABLE THE IMPROVEMENTS TO BE CONSTRUCTED.

1. PROJECT THOMASVILLE FEMA COMPLEX LIFT STATION

ADDRESS: 402S. PINETREE BLVD, THOMASVILLE, THOMASVILLE COUNTY, 31792

OWNER: FEMA COMPLEX

402 S. PINETREE BLVD

THOMASVILLE, GA 31792

ENGINEER: LONG ENGINEERING, INC.

2550 HERITAGE COURT, SUITE 250

ATLANTA, GEORGIA 30339

770-951-2495

2. ZONING: N/A

3. BUILDING SETBACKS: N/A FT. FRONT YARD (STREET NAME)

N/A FT. SIDE YARD (STREET NAME)

N/A FT. SIDE YARD

N/A FT. REAR YARD

4. THE PROPERTY IS LOCATED WITHIN LAND LOT 42, 13 TH DISTRICT, CITY OF

THOMASVILLE , THOMASVILLE COUNTY, GEORGIA.

5. THE PROPOSED PROJECT TOTAL SITE AREA IS 37.66 ACRES. THE APPROXIMATE

DISTURBED AREA IS 0.33 ACRES.

6. UPON DISCOVERING ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND THE

ENGINEERING PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ARCHITECT AND ENGINEER.

7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS SHOWN HEREON

WITH THE ARCHITECTURAL DRAWINGS AND EXISTING BUILDINGS PRIOR TO ANY

CONSTRUCTION AND SHALL PROMPTLY NOTIFY THE ARCHITECT AND ENGINEER OF

ANY DISCREPANCIES.

8. PROPOSED ELEVATIONS ALONG CURB LINES ARE TO THE BOTTOM OF CURB UNLESS

OTHERWISE NOTED BY A TC (TOP OF CURB).

9. ALL CONSTRUCTION MUST CONFORM TO THE LOCAL JURISDICTIONAL STANDARDS,

SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL OBTAIN THESE

DOCUMENTS, BECOME FAMILIAR WITH THEM AND HAVE THEM ON THE JOB SITE AT

ALL TIMES.

10. PROPOSED BUILDING DIMENSIONS, IF PROVIDED, ARE PROVIDED FOR GENERAL

INFORMATION ONLY BASED ON PLANS REFERENCED (SEE THIS SHEET).

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS SHOWN ON THE

PLANS FOR ALL STRUCTURES AS WELL AS ALL UTILITY LOCATIONS WITH CURRENT

ARCHITECTURAL, STRUCTURAL, AND PLUMBING PLANS AND ENSURING THERE ARE

NO CONFLICTS.

11. CONTRACTOR'S VEHICLES SHALL ONLY USE THE LOCAL ROADWAYS IN ACCORDANCE

WITH JURISDICTIONAL REQUIREMENTS.

12. NOTIFY LOCAL JURISDICTIONAL INSPECTOR 24 HOURS PRIOR TO BEGINNING OF

CONSTRUCTION.

13. ALL CONSTRUCTION VEHICLES SHALL PARK IN AREAS DESIGNATED BY THE OWNER.

14. OFF-STREET PARKING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT

CONSTRUCTION.

15. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC

CONTROL DEVICES AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF

THE PUBLIC SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES, CURRENT EDITION AND MAINTAINED WHEN WORKING

IN CLOSE PROXIMITY TO PUBLIC ROADS. INTERRUPTION TO TRAFFIC FLOW IS TO BE

MINIMIZED DURING PEAK TRAFFIC HOURS.

16. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN ENTERING

MANHOLES, PIPES OR OTHER STRUCTURES SHOWN ON THE PLANS. AT A MINIMUM,

THESE PIPES AND STRUCTURES SHALL BE PROPERLY VENTILATED AND ENTRY

SHALL CONFORM TO OSHA REQUIREMENTS.

17. CONTRACTOR SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNER

MONUMENTATION AND BENCHMARKS WHENEVER POSSIBLE AND WILL BE

RESPONSIBLE FOR THE COST OF REPLACING THEM IF DISTURBED OR DESTROYED.

18. THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND NEAT CONDITION. ALL

DEBRIS, VEGETATION WHICH HAS BEEN REMOVED, LUMBER, CONCRETE, ETC.,

SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF.

19. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, ELEVATION

AND PRESENCE OF UTILITIES SHOWN ON THE PLANS IS NOT TO BE RELIED ON TO BE

ACCURATE, OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES WITHIN OR ADJACENT TO

THE WORK AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATED WITH UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION

TO HAVE THEM RELOCATED AND/OR ADAPTED FOR THE TIE-INS. IN ADDITION,

CONTRACTOR IS REQUIRED TO CONTACT THE UTILITIES PROTECTION CENTER OF

GEORGIA AT 1-800-282-7411 OR (770-623-4344 IN METRO ATLANTA) PRIOR TO ANY

EXCAVATION.

CONSTRUCTION NOTES

PROJECT NAME: THOMASVILLE FEMA COMPLEX LIFT STATION

LOCATION: 402 S. PINETREE BLVD

CITY/COUNTY/STATE: CITY OF THOMASVILLE, THOMASVILLE COUNTY, GEORGIA

SITE AREA: 37.66 AC

DESCRIPTION: THIS PROJECT CONSISTS OF THE DESIGN OF A NEW LIFT STATION FOR WASTE WATER

APPLICATION INSTALLATION OF A GAS LINE TO SERVICE THE FEMA CAMPUS.

SERVICES: LIFT STATION DESIGN

REFERENCES

A.D.A. NOTES

1. ALL HANDICAP ACCESSIBLE ROUTES SHALL NOT EXCEED A MAXIMUM LONGITUDINAL-SLOPE OF 5% AND A MAXIMUM CROSS-SLOPE OF 2%.

2. ALL HANDICAP PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED A SLOPE OF 2% IN ANY DIRECTION.

3. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS SHOWN ON THESE PLANS AND FIELD-STAKED ELEVATIONS WITHIN ALL A.D.A. AREAS PRIOR TO INSTALLATION OF APPLICABLE PAVING. SHOULD ANY AREAS WITHIN THE ACCESSIBLE ROUTE EXCEED MAXIMUM GRADE, THE

CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER FOR FURTHER DIRECTION.

1. DIRT FOR FILL SHALL BE CLEAN, COHESIVE CLAY OR SANDY CLAY FREE OF DEBRIS, ORGANICS, DELETERIOUS MATERIAL AND ROCKS

GREATER THAN 3" DIA.

2. MAX CUT OR FILL SLOPES SHALL BE AS SHOWN ON THE PLANS BUT IN NO CASE SHALL EXCEED 2:1 (H:V) UNLESS APPROVED BY THE

PROJECT GEOTECHNICAL ENGINEER FOR TEMPORARY SLOPES.

3. EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY THE OWNER. CONSTRUCTION AND STORAGE AREAS SHALL BE

KEPT NEAT AND CLEAN. TREE SAVE AREAS SHALL NOT BE USED FOR STORAGE OR PARKING.

4. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS OTHERWISE NOTED. CORRUGATED METAL PIPE SHALL BE 16 GA. MIN.

AND ASPHALT OR ALUMINUM COATED.

5. ALL CATCH BASINS SHALL BE FLUSH WITH THE NEW CURB.

6. ALL MANHOLE TOPS SHALL BE SET FLUSH WITH FINISHED GRADE IN LANDSCAPED AND PAVED AREAS.

7. CONTRACTOR TO VERIFY THE ELEVATIONS OF ALL TIE-IN POINTS FOR INSTALLATION OF UTILITIES, CURB & GUTTER, SIDEWALK AND

PAVING.

8. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE OPTIMUM COMPACTION OR AS REQUIRED IN EARTHWORK

SPECIFICATION FOR ANY SOIL CLASSIFICATION AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-180 METHOD "A". BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF ROOTS, ROCK OR DELETERIOUS MATTER. CONTRACTOR SHALL CORRECT ANY DAMAGE TO CURBING OR PAVING CAUSED BY TRENCH SETTLEMENT WHICH OCCURS WITHIN 12 MONTHS OF PROJECT ACCEPTANCE.

9. MANHOLES & DROP INLETS ARE DIMENSIONED TO THE CENTER OF THE RISER. CATCH BASINS ARE DIMENSIONED TO THE CENTER OF THE CATCH BASIN AT THE FACE OF CURB. LAYOUT DIMENSIONS ARE TO FACE OF CURB. FACE OF WALL, CENTERLINE OF PIPE, UNLESS

OTHERWISE NOTED.

10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PROMPTLY UPON DISCOVERY. ANY CONFLICT OR DISCREPANCIES DISCOVERED WITHIN THE CONSTRUCTION PLANS SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REP AND ENGINEER OF RECORD FOR CLARIFICATION. FAILURE TO DO SO SHALL RESULT IN CONTRACTOR'S LIABILITY FOR

ISSUES ARISING FROM SUCH CONFLICTS OR DISCREPANCIES.

11. ALL EXISTING ELECTRICAL BOXES, WATER METER BOXES, AND VALVE BOXES, WHICH ARE TO REMAIN SHALL BE SET FLUSH WITH THE TOP

OF THE PROPOSED GRADE.

12. AREAS INTENDED TO SUPPORT PAVEMENT OR NEW FILL SHALL BE PROOFROLLED WITH A 20 TO 30 TON LOADED TRUCK OR OTHER PNEUMATIC-TIRED VEHICLE OF SIMILAR SIZE AND WEIGHT IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO LOCATE WEAK, SOFT OR EXCESSIVELY WET MATERIALS. AREAS WHICH PUMP WHILE PROOFROLLED SHALL BE UNDERCUT AND BACK-FILLED IN ACCORDANCE

WITH THE PROJECT EARTHWORK SPECIFICATIONS.

13. CRUSHED STONE AGGREGATE IN ROADWAY/PARKING AREA PAVEMENT BASE SHALL CONFORM WITH CURRENT STATE OF GEORGIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL ASPHALT MATERIAL AND PAVING OPERATIONS SHALL MEET APPLICABLE SPECIFICATIONS OF THE ASPHALT INSTITUTE AND GEORGIA DEPARTMENT OF

TRANSPORTATION.

14. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM THE DETENTION PONDS AND RESTORE THE PONDS TO THEIR PROPOSED FINISHED GRADE. ALL STORM DRAIN PIPES ARE ALSO TO BE COMPLETELY CLEANED OF ALL SILT AND

DEBRIS AT THE COMPLETION OF CONSTRUCTION.

15. SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION WITH ALL REVISIONS INCLUDED.

16. A-E IS RESPONSIBLE FOR PROVIDING AN AS-BUILT DRAWING OF THE DETENTION FACILITY(S) SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR LICENSED IN THE STATE OF GEORGIA DETAILING THE VOLUME AND OUTLET CONTROL STRUCTURE CHARACTERISTICS AND FOR A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA FOR DETERMINATION OF THE COMPLIANCE OF THE FACILITY WITH THE APPROVED HYDROLOGY STUDY AND CONSTRUCTION DOCUMENTS. SHOULD THE AS- BUILT CONDITION BE IN NON-COMPLIANCE WITH THESE DOCUMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS REQUIRED FOR MODIFICATIONS AND RE-ANALYSIS BY THE

ENGINEER.

17. CONTRACTOR SHOULD COORDINATE WITH GAS PROVIDER ON STANDARDS AND REQUIREMENTS FOR GAS LINE CONSTRUCTION

-0

M A

U N

REVISIONS

G A

95, FA

w w w

.l on ge ng

.c om

Q U

SHEET

04-05-2022

GSWCC LEVEL II CERT. # 01209, EXPIRES 02-01-24

DATE

DESIGN QC:

CADD QC:

DRAWN BY:

O R

N N

O T

N S

/1 0/

S U

N S

SITE

O L

N O

CE001

SEDIMENT CONTROL-TREE PROTECTION

CLEARING & GRUBBING

MULCHING - TEMPORARY GRASSING

MAINT. OF EROSION CONTROL DEVICES

FINAL LANDSCAPING, CLEANING OF STORM DRAINS

DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12

MONTH

7-DAY VISIT CERTIFICATION

INITIAL PHASE E&SC INSTALLATION

ANTICIPATED START DATE: TBD ANTICIPATED COMPLETION DATE: TBD

APPROXIMATE ACTIVITY SCHEDULE

GRADING

24 HOUR CONTRACT

NAME: TBD

FIRM: TBD

PHONE: TBD

DISPOSITION OF SEDIMENT DEVICES

EROSION CONTROL NOTES (LAND DISTURBANCE <1.0 ACRES)

1. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE EPD 25' UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES

AND PERMITS.

2. ALONG ALL STATE WATERS AND OTHER SENSITIVE AREAS, TWO ROWS OF TYPE S SEDIMENT BARRIER SHALL BE USED OUTSIDE OF THE STATE WATERS UNDISTURBED BUFFER AND BE PLACED A MINIMUM OF 36 INCHES APART.

3. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE PROVIDED BY THE DESIGN PROFESSIONAL PRIOR TO THEIR CONSTRUCTION.

4. CONTRACTOR TO MAINTAIN CONSTRUCTION EXITS TO PREVENT TRACKING OF MUD INTO THE PUBLIC RIGHT OF

WAY. ANY TRACKED MUD IS TO BE REMOVED FROM THE ROAD WAY IMMEDIATELY.

5. ALL GRADED SLOPES 3:1 OR GREATER MUST BE HYDROSEEDED AND COVERED WITH GDOT APPROVED WHEAT OR WOOD FIBER MATTING. IF NOT HYDROSEEDED, GDOT APPROVED MATTING THAT HAS BEEN IMPREGNATED WITH SEED AND FERTILIZER MUST BE USED. ALL SLOPES MUST BE PROPERLY PROTECTED UNTIL A PERMANENT

VEGETATIVE STAND IS ESTABLISHED.

6. ALL BMP'S TO REMAIN IN PLACE UNTIL PERMANENT VEGETATION IS WELL ESTABLISHED.

CLEARING PHASE NOTES

1. PRIOR TO LAND DISTURBING ACTIVITY, THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE

AREA SITE DEVELOPMENT INSPECTOR.

2. THE CONTRACTOR SHALL OBSERVE THE PROJECT SEQUENCE SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE TO ENSURE THAT LAND STRIPPED OF IT'S NATURAL COVER IS EXPOSED ONLY IN

SMALL QUANTITIES.

3. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE AT ALL TIMES.

4. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND

ACCURATELY DEMARCATED WITH STAKES, RIBBONS OR OTHER APPROPRIATE MEANS, AND SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS INDICATED

ON THE APPROVED PLANS.

5. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH POINT

OF ENTRY TO OR EXIT FROM THE SITE OR ONTO ANY PUBLIC ROADWAY.

6. THE FOLLOWING INITIAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY OTHER CONSTRUCTION

ACTIVITY:

a. THE CONSTRUCTION EXIT SHALL BE PLACED AS SHOWN ON THE PLANS.

b. IMMEDIATELY AFTER THE ESTABLISHMENT OF THE CONSTRUCTION EXIT, ALL PERIMETER EROSION CONTROL AND STORMWATER MANAGEMENT DEVICES SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN.

c. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO THE START OF ANY LAND DISTURBING ACTIVITY.

7. THE CONTRACTOR CAN PROCEED WITH CLEARING AND GRUBBING ACTIVITIES. AS CLEARING PERMITS, THE CONTRACTOR SHALL CONSTRUCT SEDIMENT PONDS AND OTHER SEDIMENT STORAGE BMP'S AS SHOWN ON PLANS.

8. THE CONTRACTOR CAN UTILIZE CLEARED TREES AS BARRIER BRUSH SEDIMENT CONTROL WHERE INITIAL GRADING

ACTIVITIES WILL NOT OCCUR.

9. NO BURN OR BURY PITS SHALL BE PERMITTED ON THE CONSTRUCTION SITE WITHOUT WRITTEN PERMISSION BY THE

OWNER.

10. ALL SILT FENCES MUST MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE FOR THE DEPARTMENT OF

TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS, LATEST EDITION.

11. SEDIMENT AND EROSION CONTROL MEASURES MUST BE CHECKED AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE THIRD THE CAPACITY OF THE DEVICE.

ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS HAVE DEVELOPED.

12. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1”- 3” OF STONE, AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM A VEHICLE ONTO PUBLIC ROADWAY OR INTO

STORM DRAINS MUST BE REMOVED IMMEDIATELY.

13. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE PROPER

FUNCTIONING.

14. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES MAY RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE SITE UNTIL SUCH MEASURES ARE CORRECTED BACK TO THE APPROVED PLANS.

GRADING PHASE NOTES

1. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE TO ENSURE THAT LAND STRIPPED OF ITS NATURAL GROUND COVER IS EXPOSED ONLY IN SMALL QUANTITIES, AND THEREFORE LIMITED

DURATIONS, BEFORE PERMANENT EROSION PROTECTION IS ESTABLISHED.

2. EARTHWORK OPERATIONS IN THE VICINITY OF STREAM BUFFERS SHALL BE CAREFULLY CONTROLLED TO AVOID DUMPING

OR SLOUGHING INTO THE BUFFER AREAS.

3. EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION AND TO ALTER THE LOCATION OF EROSION CONTROL DEVICES ACCORDINGLY. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE DESIGN

PROFESSIONAL IMMEDIATELY.

4. STORM DRAIN OUTLET PROTECTION SHALL BE PLACED AT ALL OUTLET HEADWALLS AS SOON AS THE HEADWALL IS

CONSTRUCTED.

5. ALL DRAINAGE SWALES AND GRADED AREAS SHALL BE APPLIED WITH VEGETATIVE COVER AS SOON AS FINAL GRADE IS ACHIEVED. MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 7 DAYS OF LAND DISTURBANCE. ALL DISTURBED AREAS LEFT MULCHED FOR MORE THAN 30 DAY SHALL BE STABILIZED WITH TEMPORARY

GRASSING.

6. THE CONTRACTOR SHALL MAINTAIN THE SEDIMENT POND UNTIL PERMANENT GROUNDCOVER IS ESTABLISHED. SEDIMENT SHALL BE CLEANED OUT OF THE POND WHEN IT REACHES ONE THIRD OF THE DEPTH OF THE BASIN.

7. SEDIMENT AND EROSION CONTROL MEASURES MUST BE CHECKED AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE THIRD THE CAPACITY OF THE DEVICE.

ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS HAVE DEVELOPED.

8. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES

ARE FUNCTIONING PROPERLY.

9. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1” - 3” OF STONE, AS CONDITIONS DEMAND.

ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM A VEHICLE ONTO PUBLIC ROADWAY OR INTO STORM

DRAIN MUST BE REMOVED IMMEDIATELY.

10. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES, MAY RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB UNTIL SUCH MEASURE ARE CORRECTED BACK TO THE APPROVED EROSION CONTROL PLANS.

FINAL PHASE NOTES

1. THE CONTRACTOR SHALL MAINTAIN THE SEDIMENT POND UNTIL PERMANENT GROUNDCOVER IS ESTABLISHED.

ALL SEDIMENT SHALL BE CLEANED OUT OF THE POND TO ACHIEVE FINAL DESIGN GRADES.

2. ALL ROADWAY AND PARKING SHOULDERS SHOULD BE GRASSED AS SOON AS FINAL GRADE IS ACHIEVED.

3. ALL DISTURBED AREAS ARE TO RECEIVE FINAL STABILIZATION WITH 100% OF THE SOIL SURFACE NOT COVERED

WITH STRUCTURES OR PAVEMENTS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70%

OR GREATER OR LANDSCAPED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN.

4. UPON COMPLETION OF THE PROJECT AND RECEIPT OF THE CERTIFICATE OF COMPLETION, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND DISPOSE OF THEM UNLESS NOTED

OTHERWISE ON PLANS.

5. ALL SEDIMENT IN STORM PIPES, PONDS, VAULTS, DRAINAGE STRUCTURES, ETC. IS TO BE COMPLETELY REMOVED

AND DISPOSED OF PROPERLY.

SITE SPECIFIC NOTES

1. SEE SHEETS CE501 THRU CE505 FOR EROSION CONTROL DETAILS.

2. THERE ARE NO WATERS OF THE STATE ON OR WITHIN 200 FEET OF PROJECT AREA.

3. SOIL SERIES FOR ENTIRE DISTURBED AREA = TfB, TfA, Gr, TuB, Se, CaC2, TsC2

4. TOTAL SITE AREA = 37.66 AC DISTURBED AREA = 0.33 AC

5. OWNER/DEVELOPER: GSA

6. CONTRACTOR: TBD

St of the sediment to drop out.

orarly stored allowing the bulk The surface water runoff is temp-or a dam across a waterway.

A basin created by excavation

DESCRIPTION

Sd2

Sd3

PRACTICECODE DETAIL

DETAIL

CODE PRACTICE

removing mud from tires exit to provide a place for located at the construction A crushed stone pad existing stream, or ditch.

stabilizing an open channel, Improving, constructing or thereby protecting public

A small temporary barrier

DESCRIPTION

area of concentrated flow.

a swale, drainage ditch or or dam constructed across

Dn2 structure.

Dn2

Gr down a slope. Temporary.

(label)

Dn1

(label)

Permanent structures installed to protect natural or artificial channels or waterways where otherwise the

A flexible conduit of heavy-duty fabric or other ma-conduct surface runoff terial designed to safely surface runoff down a slope.

designed to safely conduct material designed to conduit, pipe or similar A paved chute, sectional temporary or permanent streets.(label)

Di An earth channel or dike runoff. This may be a across a slope to divert located above, below or a noise or 'vision pollution' barrier.

some sediment. It is also at times reduce water velocity and remove bordering streams. It serves to from surrounding property and separating the land-disturbing siteBf

Ds1

DISTURBED AREA

STABILIZATION

(w/MULCHING

BUFFER

ZONE

Ds3

Ds2

SEEDING)

DISTURBED AREA

(w/PERMANENT

STABILIZATION

SEEDING)

DISTURBED AREA

STABILIZATION

(w/TEMPORARY

ONLY)

Ds3

Ds2

Ds1 drainageways.

type

(indicate type)

(label)

Sd1

Re as a temporary sediment outlet structure to serve stormwater detention pond front of a permanent A device or structure placed in of straw or hay, gravel or a site. It may be sandbags, bales from leaving the construction sediment fence.

A barrier to prevent sediment across small streams or stone filter dam installed A permanent or temporary

A wall installed to stabilize cut will require special design.

obtainable. Each situation permissible slopes are not and fill slopes where maximum less erosive sheet flow. This should be constructed only on undisturbed soils.

An undisturbed natural "green belt"

(label) slope would be sufficient for the running water to form gullies.

centrated flow of waters into A structure to convert con-filter.

is being constructed.

A temporary channel con-while a permanent stucture around a construction site structed to convey flow transportation routes.

and other on-site vehicle

Cr A travelway constructed as division roads, parking areas including access roads, sub-part of a construction plan and inexpensive.

Fr are hand-placed into Rock filter baskets which position forming soil stabilizing structures.

Su similar structures.CHANNEL terraces, berms, dikes, orCONVEYANCEWt outlets for diversions, Paved or vegetative waterWATERWAY OR

STORMWATER

VEGETATED

(label)

Ds4

Tac Tac

Cs Cs

STREAMBANK

STABILIZATION

(WITH PERMANENT

VEGETATION)

COASTAL

DUNE

STABILIZATION

DISTURBED AREA

STABILIZATION

(WITH SODDING)

DUST CONTROL

ON DISTURBED

AREAS

SLOPE

STABILIZATION

TACKIFIERS

AND

BINDERS

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

An impounding area created by excavating around a storm drain inlet. The excavated area will be filled and stabilized on completion of construction activities.

Establishing permanent vegetative cover such as trees, shrubs, vines, sod, grasses or legumes on disturbed areas.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing temporary protection for disturbed areas where seedings may not have a suitable growing season to produce an erosion retarding cover.

Planting vegetation on dunes that are denuded, artificially constructed, or re-nourished.

Substance used to anchor straw or hay mulch by causing the organic material to bind together.

The use of readily available native plant materials to maintain and enhance streambanks, or to prevent, or restore and repair small streambank erosion problems.

A protective covering used to prevent erosion and establish temporary or permanent vegetation on steep slopes, shore lines, or channels.

Controlling surface and air movement of dust on construction site, roadways and similar sites.

A permanent vegetative cover using sods on highly erodible or critically eroded lands.

A floating or staked barrier in-stalled within the water (it may also be referred to as a floating boom, silt barrier, or silt curtain).

A rough soil surface with horizontal depressions on a contour or slopes left in a roughened condition after grading.

A temporary bridge or culvert-type structure protecting a stream or watercourse from damage by crossing construction equipment.

GABION

A temporary stone barrier constructed at storm drain inlets and pond outlets.

temporary sediment basin is the lack temporary sediment trap from a principle feature distinguishing a sediment can settle out. The drains a disturbed area so that A small temporary pond that

Sd4 of a pipe or riser.

Dn1

CHANNEL

STABILIZATION

MAP

SYMBOL

MAP

SYMBOL

FLOATING

SURFACE

SKIMMER

A buoyant device that releases/ drains water from the surface of sediment ponds, traps, or basins at a controlled rate of flow.

(label)

Fl-Co Fl-Co

FLOCCULANTS

AND

COAGULANTS

Substance formulated to assist in the solids/liquid separation of suspended particles in solution.

Spb STEP

BERM

A linear control device constructed as a diversion perpendicular to the direction of the runoff to enhance dissipation and infiltration of run-off, while creating multiple sedi-mentation chambers with the em-ployment of intremediate dikes.(label)

Spb

SEDIMENT

TRAP,

TEMPORARY

SEDIMENT TRAP,

TEMPORARY

SEDIMENT

BASIN,

TEMPORARY

SEDIMENT

BARRIER

RETROFITTING

RETAINING

WALL

ROCK

FILTER

DAM

LEVEL

SPREADER

GRADE

STABILIZATION

STRUCTURE

FILTER

RING

PERMANENT

DOWNDRAIN

STRUCTURE

TEMPORARY

DOWNDRAIN

STRUCTURE

DIVERSION

STREAM

DIVERSION

CHANNEL

CONSTRUCTION

ROAD

STABILIZATION

CONSTRUCTION

EXIT

CHECKDAM

TURBIDITY

CURTAIN

SURFACE

ROUGHING

STORMDRAIN

INLET/OUTLET

PROTECTION

TEMPORARY

STREAM

CROSSING

Tp The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities.

TOPSOILING

Tr To protect desirable trees from injury during construction activity.

TREE

PROTECTION

(show stripping & storage areas)

(denote tree centers)

GEORGIA UNIFORM CODING SYSTEM FOR SOIL EROSION

AND SEDIMENT CONTROL PRACTICES

STRUCTURAL PRACTICES

STRUCTURAL PRACTICESVEGETATIVE PRACTICES

SEDIMENT CONTROL-TREE PROTECTION

CLEARING & GRUBBING

7-DAY VISIT CERTIFICATION

INITIAL PHASE E&SC INSTALLATION

-0

M A

U N

REVISIONS

G A

95, FA

w w w

.l on ge ng

.c om

Q U

SHEET

04-05-2022

GSWCC LEVEL II CERT. # 01209, EXPIRES 02-01-24

DATE

DESIGN QC:

CADD QC:

DRAWN BY:

O R

N N

O T

N S

/1 0/

S U

N S

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X

X X

X X X X X X

X X X X X X X X X

X X

X X X X X

FC FC

E E

E E E E E E E E E E E E E E E E E E E

E E

LOD

LODLODLODLOD

LOD

LOD LOD LOD LOD

LOD

STORM PIPES TO BE

PROTECTED DURING

TRENCH EXCAVATION

LIMIT OF

DISTURBANCE

PORTION OF CHAIN LINK FENCE

WITHIN TRENCH EXCAVATION TO

BE REMOVED AND TO PUT TO ITS

ORIGINAL LOCATION ONCE THE

GROUND IS STABILIZED.

SOLE SITE ACCESS ROADWAY TO

REMAIN AVAILABLE TO TRAFFIC

DURING CONSTRUCTION

N P

CD101

SCALE: 1"=20'

20 40

10 30

UTILITY DISCLAIMER

THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL

UTILITIES PRIOR TO BEGINNING CONSTRUCTION TO AVOID CONFLICTS

WITH PROPOSED CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS

ARE BASED ON VARIOUS SOURCES AND MAY NOT BE RELIED UPON AS

BEING ACCURATE OR COMPLETE. THE CONTRACTOR IS RESPONSIBLE

FOR CALLING THE UTILITIES PROTECTION CENTER, INC. AT 811

(1-800-282-7411) AT LEAST 48 HOURS PRIOR TO EXCAVATING

ACTIVITIES TO HAVE ALL UTILITIES MARKED WITHIN AND ADJACENT

TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL UTILITIES THAT ARE IN CONFLICT

WITH PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

THE PURPOSE OF THIS PLAN IS FOR DEMOLITION

ONLY. SEE SHEET CA001 FOR DEMOLITION LEGEND

& SEE SHEET CN001 FOR DEMOLITION NOTES.

-0

M A

U N

REVISIONS

G A

95, FA

w w w

.l on ge ng

.c om

Q U

SHEET

04-05-2022

GSWCC LEVEL II CERT. # 01209, EXPIRES 02-01-24

DATE

DESIGN QC:

CADD QC:

DRAWN BY:

O R

N N

O T

N S

/1 0/

S U

N S

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X

X X X X X X X X

X X X X X X X X X X

X X X X X X X X X X X X

FC FC

E E

E E E E E E E E E E E E E E E E E E E E E E

E E

E E E E E E E E E E E E E E E E E E E E E E E

E E

X X

XXXXXX

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

STORM PIPES TO BE

PROTECTED DURING

TRENCH EXCAVATION

PORTION OF CHAIN LINK FENCE

WITHIN TRENCH EXCAVATION TO

BE REMOVED AND TO PUT TO ITS

ORIGINAL LOCATION ONCE THE

GROUND IS STABILIZED.

SITE ACCESS ROADWAY TO

REMAIN AVAILABLE TO TRAFFIC

DURING CONSTRUCTION

N P

CD102

SCALE: 1"=20'

20 40

10 30

UTILITY DISCLAIMER

THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL

UTILITIES PRIOR TO BEGINNING CONSTRUCTION TO AVOID CONFLICTS

WITH PROPOSED CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS

ARE BASED ON VARIOUS SOURCES AND MAY NOT BE RELIED UPON AS

BEING ACCURATE OR COMPLETE. THE CONTRACTOR IS RESPONSIBLE

FOR CALLING THE UTILITIES PROTECTION CENTER, INC. AT 811

(1-800-282-7411) AT LEAST 48 HOURS PRIOR TO EXCAVATING

ACTIVITIES TO HAVE ALL UTILITIES MARKED WITHIN AND ADJACENT

TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL UTILITIES THAT ARE IN CONFLICT

WITH PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

THE PURPOSE OF THIS PLAN IS FOR DEMOLITION

ONLY. SEE SHEET CA001 FOR DEMOLITION LEGEND

& SEE SHEET CN001 FOR DEMOLITION NOTES.

-0

M A

U N

REVISIONS

G A

95, FA

w w w

.l on ge ng

.c om

Q U

SHEET

04-05-2022

GSWCC LEVEL II CERT. # 01209, EXPIRES 02-01-24

DATE

DESIGN QC:

CADD QC:

DRAWN BY:

O R

N N

O T

N S

/1 0/

S U

N S

LOD

LODLODLODLODLODLOD

LOD LOD LOD LOD LOD

LOD

E E

W W

X X X X X X X X X X

X X X X X X X X X

X X X X X X X X

X X

X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X

X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X

X X X X X X X X X X

X X X

X X

E E

E E E

E E

E E E E E E

E E

E E E E

E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E

E E

E E E

E E E E E E E E E E E E E E E E E E E

E E

X X X

X X

W W

E E

FC FC

S…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 16, 2023.