REVISED DRAWINGS.pdf

PDF 3 MB Posted Aug 30, 2022

Attached to: Lake Isabella Revegetation Mitigation Project Federal contract opportunity
Solicitation number: W9123822Q0035
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications is for the Lake Isabella Revegetation Mitigation Project being conducted by the US Army Corps of Engineers Sacramento District. The project involves planting and establishing native vegetation at the Fay Ranch Road East off-site mitigation area near Weldon, California. The drawings depict the existing site conditions, demolition plan, layout of plant groups and irrigation system, planting and erosion control details, and construction details. Planting will consist of different native species grouped in various densities across the site. The specifications require the contractor to install compost socks and drill seeding for erosion control, construct fencing and gates, and install signage. The contractor must submit traffic control and irrigation plans meeting the terms of the performance work statement. The solicitation number and submittal percentage are omitted.

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Other files for this federal contract opportunity

Other files attached to Lake Isabella Revegetation Mitigation Project, newest first.
File	Type	Posted
Questions and Answers.9.12.2022.pdf	PDF	Sep 12, 2022
SOLICITATION.pdf	PDF	Aug 30, 2022
Amendment 0001.pdf	PDF	Aug 30, 2022
A02 - Drawings.pdf	PDF	Aug 24, 2022
B08 DRAFT SOLICITATION POSTED 8.24.2022.pdf	PDF	Aug 24, 2022

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US Army Corps of Engineers

SACRAMENTO DISTRICT

SITE MAP

PROJECT LOCATION:

FAY RANCH ROAD EAST,

OFF-SITE MITIGATION

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XX% SUBMITTAL

EXHIBIT A, MITIGATION PLANTING AND

ESTABLISHMENT PROJECT AT FAY RANCH ROAD

EAST. KERN COUNTY, CA. NEAR WELDON, CA.

Feet

1:5000

20000100000

SR-178

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WELDON, CA

LAKE ISABELLA

AMENDMENT1 A02 - DRAWINGS FOR ISABELLA

SOLICITATION

DRAWING L-170_ERSN_CTRL -L-110, PAGE 12 - TWO TABLES

AMENDED FOR QUANTITY

LABLED AMENDED TABLES IN RED

DRAWING L-500 DETAILS - L-503 NEW TO EXHIBIT A; PAGE 16

SHEET INDEX

GENERAL NOTES

1. CONTRACTOR MUST CONFINE OPERATIONS WITHIN THE LIMITS OF WORK DEPICTED ON THE PLANS. IF AREAS

OR FEATURES OUTSIDE DESIGNATED CONSTRUCTION ZONES SUSTAIN IMPACT FROM CONTRACTOR

ACTIVITIES, CONTRACTOR SHALL RESTORE TO PRE-WORK CONDITION AT NO COST.

2. ALL EXISTING UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN COMPILED FROM

AVAILABLE RECORDS AND/OR FIELD SURVEY. THE GOVERNMENT CANNOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THIS INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF

LOCATION AND DEPTH (POTHOLE) OF ALL UTILITIES WITHIN THE WORK ZONE PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL PROMPTLY NOTIFY THE GOVERNMENT OF POTENTIAL CONFLICTS. IF CONTRACTOR

FAILS TO LOCATE ANY KNOWN UTILITY WITHIN THE WORK ZONE THAT CONFLICTS WITH WORK, CONTRACTOR

SHALL CORRECT THE CONFLICT AT THEIR OWN COST. ANY COSTS TO THE CONTRACTOR ARISING FROM

COORDINATION WITH UTILITY COMPANY TO RELOCATE UTILITIES SHALL BE CONSIDERED INCIDENTAL TO

COST OF THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE DUE TO THE CONTRACTOR.

3. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION STAKING.

CONTRACTOR SHALL NOTIFY THE GOVERNMENT PRIOR TO DISTURBANCE OR REMOVAL OF ANY PERMANENT

MONUMENTS AND COORDINATE RESETTING WITH A LICENSED LAND SURVEYOR.

4. CONTRACTOR SHALL RESTORE ALL STREET FEATURES IMPACTED BY CONSTRUCTION. FEATURES SHALL

INCLUDE, BUT NOT BE LIMITED TO: PAVEMENT, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, TRAILS, SHOULDERS, STREET STRIPING, SIGNAGE, FENCES, MAILBOXES, UTILITIES, DITCHES, AND SWALES.

5. CONTRACTOR TO VERIFY ACCURATE LOCATIONS OF EASEMENTS AND RIGHTS OF WAY BEFORE THE

COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL RESTORE ALL PROJECT-RELATED EASEMENT AREAS

AS STIPULATED IN THE EASEMENT AND CONTRACT DOCUMENTS.

6. CONTRACTOR TO VERIFY SITE CONDITIONS BEFORE THE COMMENCEMENT OF ANY WORK. NOTIFY KO

IMMEDIATELY OF ANY DISCREPANCIES FROM THE CONDITIONS SHOWN ON THE PLANS OR DESCRIBED IN THE

PWS.

7. ALL WORK TO BE PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES OF

GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT.

8. COORDINATE ALL WORK TO PREVENT CONFLICTS BETWEEN TRADES AND REPORT CONFLICTS OR

INCONGRUITIES BETWEEN NEW IMPROVEMENTS AND/OR EXISTING FACILITIES TO THE KO IMMEDIATELY.

9. CLEAR AND REMOVE ALL ORGANIC MATTER, DEBRIS, AND RUBBISH FROM WITHIN THE LIMIT OF WORK.

CONTRACTOR MUST DISPOSE OF SAID MATERIAL IN A LEGAL MANNER AS HIS PROPERTY.

10. IN ADDITION TO THESE DRAWINGS, REFER TO THE SPECIFICATIONS AND PROJECT WORK STATEMENT.

11. CONTRACTOR TO MAKE THE CONSTRUCTION PROJECT SIGN 4'-0" x 6'-0" MIN, SEE L-503. POST WITHIN THE

SITE BOUNDARY. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR KO APPROVAL BEFORE FABRICATION AND

INSTALLATION. LOCATE PER DIRECTION OF THE KO.

COORDINATE SYSTEM NOTES

1. THE COORDINATE SYSTEM USED IN THIS DRAWING SET IS: CALIFORNIA STATE PLANE COORDINATE SYSTEM

ZONE 5, NAD83 (2007), US SURVEY FEET.

2. AERIAL IMAGERY ON PLANS FROM BING MAPS 2021. SITE WILL BE CLEAR WHEN WORK COMMENCES.

G-000 COVER SHEET

G-001 SHEET INDEX AND GENERAL NOTES

G-002 ABBREVIATIONS

G-003 ACCESS PLAN AND EXTERNAL HAUL ROUTES

L-110 EXISTING CONDITIONS PLAN

L-120 DEMOLITION PLAN

L-130 LAYOUT PLAN

L-140 DETAIL REFERENCE

L-150 IRRIGATION PLAN

L-160 PLANTING PLAN

L-161 PLANT SCHEDULE

L-170 EROSION CONTROL PLAN

L-500 TO 503 CONSTRUCTION DETAILS

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1. PROTECT ALL SITE ELEMENTS TO REMAIN.

2. PROVIDE FENCING AT LIMIT OF WORK LINE THROUGHOUT THE INSTALLATION PERIOD.

3. ALL MATERIALS SHALL BE DISPOSED OF IN A LEGAL MANNER AS CONTRACTOR'S PROPERTY.

4. VERIFY ALL ITEMS TO BE REMOVED IN THE FIELD WITH THE COR PRIOR TO START OF DEMOLITION WORK.

5. EXISTING WOOD DEBRIS TO BE CHIPPED ON SITE.

DEMOLITION NOTES

1. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION AND REPORT ANY

DISCREPANCIES TO THE CITY REPRESENTATIVE PRIOR TO PROCEEDING.

2. WRITTEN DIMENSIONS ON DRAWINGS SUPERSEDE SCALE DIMENSIONS.

3. ALL DIMENSIONS ARE TO BE MEASURED HORIZONTALLY.

4. VERIFY THE LOCATIONS OF ALL UTILITIES AND UTILITY COVERS. REPORT ANY DISCREPANCIES TO THE KO.

5. THE CONTRACTOR SHALL STAKE ALL LAYOUTS AND FOOTINGS FOR REVIEW BY THE KO BEFORE FINAL

CONSTRUCTION.

LAYOUT NOTES

PLANTING NOTES

1. CONTRACTOR SHALL REVIEW ALL PLANT MATERIAL ON SITE WITH THE KO AND SHALL INSTALL MATERIAL ONLY

AFTER OBTAINING APPROVAL FROM THE KO.

2. THE KO RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, LAYOUT CHANGES, AND DELETIONS IN

THE PLANTING SCHEME AS THE WORK PROGRESSES.

3. ALL NEWLY PLANTED PLANT PITS TO RECEIVE MULCH, SEE PROJECT WORK STATEMENT.

1. SUBMIT SHOP DRAWINGS FOR ALL METAL WORK FOR KO APPROVAL BEFORE FABRICATING AND INSTALLING..

2. ALL MEMBERS TO BE STRUCTURAL STEEL GALVANIZED SIZE AND TYPE AS INDICATED ON DETAIL DRAWINGS

3. SHOP ASSEMBLY, FULL DEPTH WELDS, TYPE "FILLET WELD" CONTINUOUS, GRIND SMOOTH.

4. HOT DIP GALVANIZE AND POWDER COAT ALL MEMBERS PER SPECIFICATIONS.

SITE METALWORK NOTES

RESTORATION OF EXISTING LANDSCAPE AREAS TO REMAIN

1. RESTORE ALL LANDSCAPE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AS FOLLOWS: DISTURBED

LANDSCAPE AREAS SHALL BE WEEDED, CULTIVATED, FINE GRADED FLUSH TO ADJACENT GRADE WITH NO

VOIDS, DEPRESSIONS, OR MOUNDS; THE TOP 6" OF SOIL DECOMPACTED, PROVIDED WITH EROSION CONTROL

(MUST INCLUDE DRY SEED, DRILL SEED, AND/OR HYDROSEED) AND MAINTAINED THROUGHOUT THE

INSTALLATION PERIOD.

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ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT

BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

(E) EXISTING

EA EACH

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FG FINISH GRADE

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KOP KNOCKOUT PANEL

KO CONTRACTING OFFICER

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

(N) NEW

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POC POINT OF CONNECTION

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UON UNLESS OTHERWISE NOTED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

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G-003

C E

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NOTES

1. CONTRACTOR'S EXTERNAL HAUL ROUTES AND INGRESS/EGRESS LOCATIONS

FOR HAULING MATERIALS, EQUIPMENT DELIVERY, AND ALL LARGE

TRANSPORTS SHALL BE LIMITED TO THE ROUTES SHOWN ON THIS SHEET.

2. SUBMIT A TRAFFIC CONTROL PLAN THAT DEFINES INGRESS/EGRESS ROUTES

USED TO ACCESS THE SITE. TRAFFIC CONTROL PLAN SHALL INCLUDE

CONTRACTOR'S APPROACH TO MEETING THE TRAVEL REQUIREMENTS LISTED

BELOW AND SHALL DEMONSTRATE CONFORMANCE WITH ALL REQUIREMENTS

IN THE PWS.

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HAUL ROUTE,

TYP

PROJECT SITE

Feet

1:1000

400020000

F A

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WELDON CA

SR-178

L O

L .O

L.O.W.

Feet

1:80

3201600

L-110

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LEGEND

PROPERTY LINE

(E) FENCE

(E) DITCH

LIMIT OF WORK

L.O.W.

AutoCAD SHX Text

(E) GATE

AutoCAD SHX Text

(E) UTILITY POLE, TYP

AutoCAD SHX Text

(E) FENCE, TYP

AutoCAD SHX Text

(E) FENCE, FENCE, TYP.

AutoCAD SHX Text

(E) HISTORIC DITCH, TYP

AutoCAD SHX Text

(E) TROUGH AT (E) FENCE LINE.

AutoCAD SHX Text

(E) EASEMENT, TYP

AutoCAD SHX Text

(E) EDGE OF PAVEMENT, TYP

L O

L .O

L.O.W.

Feet

1:80

3201600

L-120

D E

M O

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NOTES

1. PROTECT ALL EXISTING TREES AND SHRUBS TO REMAIN. ALL EXISTING NATIVE SHRUBS AND TREES

TO REMAIN

2. PROTECT EXISTING UTILITIES, VERIFY LOCATIONS IN THE FIELD.

3. FOR DEMOLITION AND CONSTRUCTION WORK AT, OR THAT INTERFERES WITH ACCESS TO SIDEWALKS

AND PATHWAYS; CONTRACTOR TO PROVIDE A CLEAR PATH OF TRAVEL (MIN 4'-0") AT ALL TIMES.

4. CONTRACTOR TO DUFF (E) STOCKPILED VEGETATION.

5. CONTRACTOR STAGING AREA NOT TO BE LOCATED ON ANY HARDSCAPE OR LANDSCAPE AREA THAT

MAY LEAVE STAINING OR DAMAGE THESE AREAS. ANY DAMAGE AS A RESULT OF CONSTRUCTION

ACTIVITIES OR STAGING TO BE RESTORED TO THEIR PREVIOUS CONDITION OR BETTER.

6. CONTRACTOR TO REMOVE ALL ABOVE GROUND DEBRIS CONSISTING OF TRASH, PAPER, METAL, MANUFACTURED WOOD MEMBERS, AND OTHER WASTE. CONTRACTOR TO DISCARD AT AN

APPROPRIATE STATE APPROVED FACILITY.

LEGEND

LIMIT OF WORK (L.O.W)

L.O.W.

REPLACE (E) FENCE

(E) FENCE TO REMAIN

PROTECT (E) HISTORICAL DITCH

CONTRACTOR TO SELECTIVELY REMOVE ALL DEAD,

DYING, AND DISEASED VEGETATION. NO GRUBBING

PERMITTED

AutoCAD SHX Text

REMOVE (E) GATE

AutoCAD SHX Text

(E) UTILITY POLE, TYP

AutoCAD SHX Text

(E) FENCE, TYP

AutoCAD SHX Text

REMOVE (E) FENCE, TYP

SALVAGE AND RELOCATE (E) TROUGH. CUT AND CAP (E) PLUMBING TO (E) TROUGH

L O

L .O

L.O.W.

N:2437962.28

E:6475533.79

N:2437433.25

E:6475533.89

N:2438108.56

E:6477007.50

N:2437465.20

E:6477386.47

N:2437532.81

E:6475630.04

CURVE TABLE

CURVE #

C10

C11

C12

C14

C16

C18

C20

C22

LENGTH

81.21

56.70

68.60

247.88

395.80

73.65

81.43

58.04

40.59

63.73

43.38

34.86

75.47

110.99

85.03

RADIUS

51.09

91.15

39.45

193.26

1476.95

61.36

74.40

29.62

59.19

42.57

42.44

38.13

66.67

110.13

74.04

START NORTHING

2437513.04

2437825.32

2437831.43

2437715.07

2437783.64

2437680.89

2437701.49

2437624.76

2437602.66

2437619.73

2437650.83

2437732.09

2437973.54

2437945.49

START EASTING

6475589.66

6475602.94

6475662.91

6475955.52

6476298.38

6476011.63

6475960.53

6476000.15

6476054.57

6476239.51

6476273.39

6476835.06

6476969.73

6477081.40

END NORTHING

2437466.12

2437771.14

2437825.32

2437759.50

2437843.46

2437809.11

2437746.00

2437672.34

2437588.26

2437642.10

2437598.83

2437631.83

2437689.39

2437898.12

2437980.43

END EASTING

6475533.82

6475589.66

6475602.94

6475728.60

6476328.66

6476233.92

6476053.51

6476000.15

6475984.26

6476012.12

6476203.64

6476245.61

6476777.70

6476894.74

6477008.95

CURVE TABLE

CURVE #

C24

C25

C26

C27

C28

C30

C32

C34

C35

C36

C37

C39

C41

C42

C43

LENGTH

33.27

33.14

28.53

66.17

72.86

49.28

23.15

35.25

38.41

62.93

46.40

181.85

43.71

47.69

RADIUS

109.58

28.25

109.58

148.38

51.03

41.45

45.20

27.17

32.97

107.33

66.75

176.51

35.05

START NORTHING

2437867.68

2437835.95

2437738.78

2437732.30

2437579.33

2437482.58

2437509.13

2437544.60

2437567.50

2437589.85

2437571.99

2437490.54

2437432.94

2437512.46

2437573.22

START EASTING

6477110.12

6477119.70

6477148.43

6477179.02

6477267.00

6477220.69

6476148.74

6476147.92

6476147.69

6476097.46

6475984.17

6475866.95

6475549.27

6475699.76

6475629.89

END NORTHING

2437835.95

2437807.67

2437732.30

2437709.64

2437641.79

2437530.75

2437482.65

2437567.50

2437587.60

2437567.67

2437590.78

2437504.91

2437499.90

2437540.28

2437607.09

END EASTING

6477119.70

6477106.34

6477179.02

6477196.22

6477246.85

6477267.00

6476186.89

6476147.69

6476173.64

6476126.17

6476043.29

6475910.09

6475709.77

6475669.75

6475601.66

LINE TABLE

LINE #

L10

L11

L12

L13

L14

L15

L16

LENGTH

258.09

97.41

47.58

149.12

13.55

505.78

176.44

39.82

345.85

48.58

1033.80

62.75

99.94

157.46

START NORTHING

S0° 00' 00.00"E

N42° 24' 08.29"W

S0° 00' 00.00"E

N88° 31' 41.91"W

S26° 47' 23.50"W

S85° 37' 40.89"W

S19° 46' 17.18"W

S80° 01' 35.75"W

N28° 34' 51.04"W

N0° 00' 00.00"E

S89° 59' 44.33"E

S21° 05' 18.17"E

N47° 50' 06.79"E

S86° 35' 30.33"E

START EASTING

6475589.66

6475728.60

6476000.15

6476203.64

6476245.61

6476777.70

6476894.74

6477008.95

6477246.85

6477267.00

6476186.89

6476126.17

6475910.09

6475709.77

END NORTHING

2437513.04

2437831.43

2437624.76

2437602.66

2437619.73

2437650.83

2437732.09

2437973.54

2437945.49

2437579.33

2437482.58

2437509.13

2437571.99

2437490.54

END EASTING

6475589.66

6475662.91

6476000.15

6476054.57

6476239.51

6476273.39

6476835.06

6476969.73

6477081.40

6477267.00

6477220.69

6476148.74

6475984.17

6475866.95

Feet

1:80

3201600

L-130

L A

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NOTES

1. FINAL LAYOUT TO BE FIELD APPROVED BY KO.

2. SEE SHEET G-001 FOR ADDITIONAL LAYOUT NOTES.

3. FIELD ADJUST TEMPORARY MAINTENANCE PATH TO AVOID EXISTING VEGETATION TO REMAIN.

AutoCAD SHX Text

(N) GATE

AutoCAD SHX Text

(E) UTILITY POLE, TYP

(N) WELL PUMP IN (N) ENCLOSURE

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L-140

D E

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NOTES

1. EXACT LOCATION OF ALL SITE FURNISHINGS, EQUIPMENT, AND

MATERIALS TO BE FIELD APPROVED BY THE KO.

2. FIELD VERIFY ALL FENCING AND GATE LOCATIONS WITH THE

KO.

3. CONTRACTOR TO MAINTAIN TEMPORARY CONSTRUCTION

FENCE THROUGHOUT PLANT ESTABLISHMENT PERIOD.

REMOVE TEMPORARY CONSTRUCTION FENCE AT THE END OF

PLANT ESTABLISHMENT PERIOD.

LEGEND

LIMIT OF WORK (L.O.W)

L.O.W.

(N) FENCE

REPLACE (E) FENCE

(E) FENCE

(E) DITCH

TEMPORARY CONSTRUCTION FENCE

AutoCAD SHX Text

REPLACE (E) GATE, SEE DETAIL L-X.X

AutoCAD SHX Text

(E) UTILITY POLE, TYP

AutoCAD SHX Text

(E) FENCE, TYP

AutoCAD SHX Text

(N) FENCE, SEE DETAIL L-X.X TYP

AutoCAD SHX Text

REPLACE (E) FENCE, TYP

AutoCAD SHX Text

(N) WELL PUMP IN (N) ENCLOSURE, SEE SPECS.

AutoCAD SHX Text

AutoCAD SHX Text L-502

AutoCAD SHX Text

AutoCAD SHX Text L-502

AutoCAD SHX Text

L-501

L O

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Feet

1:80

3201600

L-150

I R

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1. IRRIGATION SYSTEM SHALL MEET THE PERFORMANCE SPECIFICATIONS REQUIRED, REFER TO PERFORMANCE WORK STATEMENT.

2. AREA WITH PLANTINGS REQUIRING IRRIGATION ARE SHOWN HATCHED.

3. PLANT GROUPS WITH YUCCA BREVIFOLIA TO BE LOCATED ON THEIR OWN IRRIGATION VALVES.

4. UTILITY INFORMATION PROVIDED IS MEANT AS A GUIDE AND NOT MEANT TO BE A SUBSTITUTE FOR ACCURATE UTILITY LOCATION DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR

DAMAGE TO EXISTING INFRASTRUCTURE AS A RESULT OF WORK DONE DURING THE LENGTH OF THE CONTRACT.

5. CONTRACTOR TO PROVIDE NEW ELECTRICAL SERVICE FOR THE IRRIGATION SYSTEM.

6. SEE PWS FOR FURTHER INFORMATION CONCERNING THE IRRIGATION SYSTEM. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL INFORMATION CONCERNING EXISTING IRRIGATION AND UTILITIES.

7. NEW IRRIGATION SYSTEM SHOWN ON PLANS IS DIAGRAMMATIC AND DOES NOT SHOW EXACT LOCATIONS OF NEW FACILITIES. EXCLUDING THE POC, SUPPLY, AND ENCLOSURE. INSTALL

SYSTEM COMPONENTS (MAIN LINES, VALVES, ETC) PARALLEL TO AND AS CLOSELY AS POSSIBLE TO CURBS, HEADERS, OR PAVING EDGES WITHIN PLANTED AREAS, UON.

8. PROVIDE IRRIGATION CROSSOVERS FOR ALL WORK THAT GOES BENEATH OR THROUGH ANY BUILT FEATURES OR PATHS OF TRAVEL (ROADS, SIDEWALKS, WALLS, DITCHES, GUTTERS, AND OTHER BARRIERS), U.O.N. CROSSOVERS TO BE 8" (MIN.) HDPE, BURIED 40-50" BELOW FG/EG, TO INCLUDE MAIN LINE STUB UPS IN #5 PULL BOXES AT BOTH ENDS OF THE CROSSOVER, TO BE ANCHORED TO REINFORCED CONCRETE THRUST BLOCKS (MIN 2 CF) AT TURNS, AND EXTEND A MIN. OF 24" INTO PLANTING AREAS.

LEGEND

LIMIT OF WORK (L.O.W)

L.O.W.

(E) FENCE

(E) POWER POLE

AREAS REQUIRING IRRIGATION

AutoCAD SHX Text

(E) UTILITY POLE, TYP

AutoCAD SHX Text

FENCE, TYP

AutoCAD SHX Text

(E) HISTORICAL DITCH, TYP

AutoCAD SHX Text

(N) IRRIGATION SUPPLY, POC, AND ASSOCIATED EQUIPMENT IN ENCLOSURE.

AutoCAD SHX Text

(N) IRRIGATION SUPPLY, IRRIGATION SUPPLY, POC, AND ASSOCIATED EQUIPMENT IN LOCKABLE ENCLOSURE.

IRRIGATION MAIN LINES THAT CROSS THE HISTORICAL DITCH ARE NOT TO DISTURB THE EXISTING DITCH. IRRIGATION MAIN LINES TO BE INSTALLED AT GRADE ACROSS THE DITCH.

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PLANT GROUP (A) PLANT GROUP (D)

PLANT GROUP (B)

PLANT GROUP (E)

PLANT GROUP (C) PLANT GROUP (F)

LEGEND

NOTE

FOR PLANT SCHEDULE AND NOTES, SEE L-161.

PLANT GROUP (G)

L-161

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1. EXACT LOCATION OF PLANTS TO BE FIELD APPROVED BY THE KO.

2. PLANT GROUP BOUNDARIES TO BE MARKED AND STAKED BY CONTRACTOR, IN

COORDINATION WITH AND APPROVED BY THE KO.

3. SET BACK CENTER OF PLANTS A MIN OF 2'-0" MIN WHERE ADJACENT TO UNPLANTED

AREAS, U.O.N.

4. LAYOUT PLANT SPECIES IN GROUPS OF 3 MIN, 9 MAX. ALTERNATE SPECIES GROUPINGS IN

LONGITUDINAL AND LATITUDINAL DIRECTIONS. AT GROUPINGS LARGER THAN 3, GROUP IN

FACTORS OF 3.

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1. AT THE END OF THE PLANT ESTABLISHMENT PERIOD, IF ORDERED, REMOVE COMPOST SOCKS AND STAKES.

CUT THE SOCKS AND EMPTY THEIR CONTENTS IN PLACE.

2. INSTALL 8" O.D. NON-PLASTIC,BIODEGRADRADABLE, COMPOST SOCKS AT: THE SITE PERIMETER, THE TOP OF

SLOPES, THE TOE OF SLOPES (EXCLUDING DITCHES), GRADE BREAKS, THE BORDERS OF LANDSCAPE AREAS, AND WITHIN LANDSCAPE AREAS AT EQUAL INTERVALS (PERPENDICULAR TO THE DIRECTION OF SLOPE) FOR

THE FOLLOWING SLOPE CONDITIONS:

(A) 10 FEET APART FOR SLOPES GREATER THAN 2:1 (HORIZONTAL:VERTICAL)

(B) 15 FEET APART FOR SLOPES GRATER THAN 2:1 TO 4:1 (HORIZONTAL:VERTICAL)

(D) 50 FEET APART FOR SLOPES FLATTER THAN 10:1 (HORIZONTAL:VERTICAL)

LEGEND

DRILL SEED MIX (1)

DRILL SEED MIX (2)

PERMANENT EROSION CONTROL TABLE DRILL SEED MIX (1) DRILL SEED MIX (2)

P D

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Amended tables

AMENDED DRAWING PAGE 12

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SECTION

COMPOST SOCK

SCALE: NTS

NOTES:

1. MAY INSTALL STAKE ADJACENT TO BOTTOM EDGE OF COMPOST SOCK

2. PROVIDE OVERLAP AND STAGGER JOINTS 5'-0" TO 10'-O".

PLAN LAYOUT

NOTES:

1. LAYOUT THE PLANTS IN CURVILINEAR ROWS. THE CURVES MUST BE SUFFICIENT SO THAT THE

LINE OF SIGHT IS BLOCKED AT 150 FEET.

2. IN LARGE UNINTERRUPTED EXPANSES, ROTATE ROW TILES SO THAT THE ROWS DON'T EXTEND

BEYOND 500 FEET IN LENGTH.

3. COORDINATE ROW LAYOUT WITH IRRIGATION SYSTEM.

4. EDGE OF PLANT PITS TO BE 24" MIN FROM EDGE OF SITE BOUNDARIES AND MAINTENANCE

ROADS. KEEP TREE AND ELDERBERRY PLANT SPECIES A MINIMUM OF 20 FEET AWAY FROM

BOUNDARY LINES AND MAINTENANCE ROADS.

5. SEE PLANT SCHEDULE FOR ROW SPACING. PLANTS MUST BE SPACED IN EACH ROW AT A

DENSITY TO ACCOMMODATE PLANTS PER ACRE AS INDICATED IN THE SCOPE.

6. FLAG AND LAYOUT PLANT SPECIES IN THE FIELD PRIOR TO INSTILLATION. EXACT LOCATION OF

PLANTS TO BE FIELD APPROVED BY KO PRIOR TO INSTILLATION.

ENLARGEMENT

150'

ROW, TYP

ROW TILES 500'+-

PLANT, TYP

ROW, TYP

O.C., TYP. SPACE TO

ACHIEVE TO DENSITY

INDICATED

15'-0" MIN, 20'-0"

MAX, TYP

PLANT LAYOUT - CURVILINEAR ROWS

SCALE: NTS

NOTES:

1. SET PLANTS ROOT CROWN 1/2" ABOVE EXISTING GRADE.\

2. PLANTING PIT A MIN. OF TWO TIMES DIAMETER OF ROOTBALL.

3. INSTALL BOTTOM OF BROWSE GUARD 1" BELOW SOIL SURFACE.

4. ABOVE GRADE PLANT PROTECTION TO BE BIODEGRADABLE AND/OR REMOVABLE WITHOUT EXCAVATION.

SLOPE-SPECIFIC NOTES:

1. ADAPT SLOPE PLANTING DETAIL FOR SITE SPECIFIC SLOPED SITUATIONS.

2. MOUND AND COMPACT WATER RETENTION BASIN AROUND PLANT AND TIE INTO SLOPE SO THAT A 3" DEPTH OF WATER

CAN BE RETAINED. SLIGHTLY BACK-CUT BASE OF BASIN INTO SLOPE WITH THE CENTER OF BASIN OFFSET ON THE HILL SIDE

OF PLANT.

3. REMOVE ALL ROCKS WITH DIAMETER GREATER THAN 2" FROM PLANTING PIT AND WATER BASIN.

4. REPLACE VOIDS LEFT BY ROCK REMOVAL WITH TOPSOIL AS INDICATED IN SPECS.

SECTION

SECTION SLOPED PLANTING

UNDISTURBED SUBGRADE

FERTILIZER (NA FOR GRASS SPECIES)

FINE PULVERIZED NATIVE

SOIL BACKFILL

GOPHER CAGE

EXISTING GRADE (VARIES)

3" HIGH X 36" DIA. WATER RETENTION

BASIN (CONT)

MULCH LAYER, SEE PWS.. EXTEND

MULCH AREA TO 6" WIDER THAN PLANT

BASIN

STAKE LENGTH TO EQUAL

BROWSE GUARD LENGTH

(SEE SPEC)

BROWSE GUARD

ZIP-TIE FASTENER,

2 PER STAKE

EXISTING GRADE,

VARIES

MULCH LAYER, SEE PWS..

EXTEND MULCH AREA TO 6"

WIDER THAN PLANT BASIN

WATER RETENTION

BASIN

SEE PLANTING WITH

BROWSE GUARD DETAIL

BELOW

EQUALEQUAL

E Q

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6" WIRE HOLDOWN STAPLE.

SPACE TO ADEQUATELY SECURE

RECYCLED CARDBOARD. 1 PER

CORNER OF SHEET, MIN.

KEEP RECYCLED

CARDBOARD 6" CLR FROM

STEM/TRUNK.

3" HIGH WATER

RETENTION BASIN

PLAN

PLANT BASIN WITH BROWSE GUARD

SCALE: NTS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text Min

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

COMPOST SOCK

STAKE SEE NOTES

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NOTES:

1. PROVIDE HOT DIPPED GALVANIZED AND POWDER COATED SIGN POST, HARDWARE, AND ACCESSORIES.

POWDER COAT COLOR: FOREST GREEN.

2. GRIND ALL JOINTS TO A SMOOTH FINISH. PREPARE AND FIELD PAINT WELDS AND ALL AREAS REQUIRING

TOUCH UPS. COLOR TO MATCH POWDER COAT (PRIME AND PAINT 2 COATS MIN).

3. PROVIDE A STABILITY POST ASSEMBLY EVERY 200', IN CORNERS, IN OFFSET ALIGNMENTS WITH MORE

THAN A 10 DEGREE CHANGE OF DIRECTION, AND AT GATE/END LOCATIONS.

4. POST ARE TO HAVE A 1" LEAN AGAINST THE DIRECTION OF FENCE PULL.

5. CAP ALL EXPOSED PIPE ENDS

STEEL PIPE H-BRACE ASSEMBLY WITH ADJACENT FENCING

SCALE: NTS

STEEL PIPE H-BRACE ASSEMBLY

EXISTING

GRADE

3" Ø

GALVANIZED

STEEL PIPE

POST WITH CAP,

(TYPICAL)

95% COMPACTED

SUBGRADE, TYP.

12"

8'-0"

(TYPICAL)

3" Ø

STABILITY,

CORNER,

END OR

ANGLE

POST,

(TYPICAL

ASSEMBLY)

ELEVATION

ADJACENT FENCING

(TYPE VARIES, SEE

DETAIL REFERENCE

PLAN)

CONCRETE FOOTING, (TYPICAL)

EMBEDDED

BRACE IN

CONCRETE,

(TYPICAL)

ADJACENT FENCING

(TYPE VARIES, SEE

DETAIL REFERENCE

PLAN)

L R

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SECTION

FINISH GRADE

CONCRETE FOOTING

3" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

2" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

2" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

EVENLY SPACED

3" GALV. STEEL PIPE

POST, (TYPICAL)

4" MIN. ALL SIDES

E Q

NOTE:

WHERE FENCE ALIGNMENT HAS MORE THAN A 10 DEGREE

ANGLE, PLACE AN H-BRACE CENTERED ON ANGLE POINT.

3" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

3" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

FINISH GRADE

8' 8'

ELEVATION

PLAN VIEW

SLOPED ELEVATION

OR GREATER

2" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

2" GALVANIZED STEEL

PIPE RAILS, (TYPICAL)

3" GALV. STEEL PIPE

POST, (TYPICAL)

NOTE:

1. WHERE GROUND LEVEL HAS MORE THAN A 10 DEGREE DEFLECTION, PLACE AN H-BRACE

CENTERED ON ANGLE POINT.

2. WELD AND GRIND ALL JOINTS, SANDBLAST, PRIME, AND PAINT ALL METAL OLIVE GREEN

CONCRETE FOOTING,

(TYPICAL)

3" GALV. STEEL

PIPE POST,

(TYPICAL)

NOTES:

1. WHERE FENCE ALIGNMENT HAS MORE THAN A 10 DEGREE ANGLE, PLACE AN H-BRACE CENTERED ON ANGLE POINT.

2. WHERE GROUND LEVEL HAS MORE THAN A 10 DEGREE DEFLECTION, PLACE AN H-BRACE CENTERED ON ANGLE POINT.

3. GRIND ALL JOINTS TO A SMOOTH FINISH. PREPARE AND FIELD PAINT WELDS AND ALL AREAS REQUIRING TOUCH UPS. COLOR TO MATCH POWDER COAT (PRIME AND PAINT 2 COATS MIN).

L R

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STEEL PIPE H-BRACE ASSEMBLY AT SLOPES AND DEFLECTIONS

SCALE: NTS

12'-0"

8'-0"

STEEL PIPE H-BRACE

ASSEMBLY, (TYPICAL)

EYE AND PIN HINGE

ALLOWS AN APPROX. 180 OPENING, BOTH DIRECTIONS

HINGES APPROX. 2'-10" APART

3'-0"

2" SCHED. 80 PIPE WELDED

FRAME PAINTED BLACK

FINISH

GRADE

3" GAP BETWEEN POSTS,

MAX

GATE HINGE POST

6" DIA. X 12' GALVANIZED

STEEL PIPE

(FILL WITH CONCRETE)

GALVANIZED STEEL PIPE

POST WITH CAP, (TYPICAL) EYE BOLT, BOTH ENDS

3/16" WIRE ROPE

CABLE, CONNECT

WITH WIRE ROPE

CLIPS

4" DIA. X 7.5'

GALVANIZED

STEEL PIPE

1/4"

TURNBUCKLE

GATE STRIKE

POST, 4" DIA. X 8'

GALVANIZED

STEEL PIPE

(FILL WITH

CONCRETE)

MANUFACTURED

LATCH WITH KEYED

PADLOCK

SEE SPEC FOR

ADJOINING FENCE TYPE

SEE SPEC FOR

ADJOINING FENCE TYPE

1'-0"

3'-0"

GALVANIZED STEEL CAPS

ON ALL END POSTS

EYE BOLT

EYE & PIN HINGE

STEEL PIPE H-BRACE

ASSEMBLY. (3" GAP BETWEEN

FENCE POST AND HINGE POST)

4" X 7'-6" SHED. 80

GALVANIZED STEEL PIPE

2" SCHED. 80 GALVANIZED

STEEL PIPE

CONCRETE FOOTING

FENCE AND GATE POSTS

SET IN ONE POUR

FINISH GRADE

6"X 12' SCHED. 80

GALVANIZED STEEL PIPE

ENLARGEMENT

NOTES:

1. PROVIDE HOT DIPPED GALVANIZED AND POWDER COATED SIGN POST, HARDWARE, AND ACCESSORIES.

POWDER COAT COLOR: FOREST GREEN.

2. GRIND ALL JOINTS TO A SMOOTH FINISH. PREPARE AND FIELD PAINT WELDS AND ALL AREAS REQUIRING

TOUCH UPS. COLOR TO MATCH POWDER COAT (PRIME AND PAINT 2 COATS MIN).

3. PROVIDE A STABILITY POST ASSEMBLY EVERY 200', IN CORNERS, IN OFFSET ALIGNMENTS WITH MORE

THAN A 10 DEGREE CHANGE OF DIRECTION, AND AT GATE/END LOCATIONS.

4. FILL GATE HINGE POST AND GATE STRIKE POST WITH CONCRETE.

5. GATE OPENING IS 12 FEET STANDARD, U.O.N.

6. CAP ALL EXPOSED PIPE ENDS.

ELEVATION

STEEL PIPE LIVESTOCK GATE

SCALE: NTS

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ELEVATION

10'-0"

(TYPICAL)

FINISH GRADE

12.5 GAUGE, 4PT. BARBED WIRE,

(TYPICAL)

1.25# STEEL TEE POST

DURABLE VINYL MARKERS,

(TYPICAL)

12.5 GAUGE, SMOOTH WIRE,

(TYPICAL)

1.25# STEEL TEE POST

FINISH GRADE

95% COMPACTED

SUBGRADE

SECTION

12.5 GAUGE, SMOOTH WIRE

12.5 GAUGE, 4PT. BARBED WIRE

12.5 GAUGE, SMOOTH WIRE

NOTE:

MARKERS ARE TO BE MADE FROM WHITE "UNDERSILL" VINYL SIDING. CUT SIDING INTO 3" PIECES AND SNAP PIECES ONTO WIRE FENCING. FOR MARKERS ON SMOOTH FENCING, PREVENT MARKERS FROM SLIDING BY CRIMPING A FERRULE

ONO EACH SIDE OF THE MARKER.

DEER FRIENDLY LIVESTOCK FENCE

SCALE: NTS

TOP VIEW

ON-SITE REVEGETATION

IN PROGRESS

Corps Of Engineers

L U

M B

T I C

A L

Department of Water Resources

NOTES:

1. PROVIDE HOT DIPPED GALVANIZED AND POWDER COATED SIGN

POST, HARDWARE, AND ACCSSORIES. POWDER COAT COLOR:

FOREST GREEN. BACK OF SIGN TO BE NON-REFLECTIVE.

2. GRIND ALL JOINTS TO A SMOOTH FINISH. PREPARE AND FIELD

PAINT WELDS AND ALL AREAS REQUIRING TOUCH UPS. COLOR TO

MATCH POWDER COAT (PRIME AND PAINT 2 COATS MIN).

3. SIGN SHALL BE 1/8" BAKED ENAMEL, SCREEN PRINT IMAGES.

4. IMAGES, LINEWORK, AND TEXT SHALL BE RED WITH A WHITE

BACKGROUND.

5. SEE SPECS FOR AGENCY NAMES TO BE IDENTIFIED. NAMES SEEN

ON SIGN ABOVE ARE FOR EXAMPLE ONLY.

6. ALL TEXT TO BE MIN 1" IN HEIGHT, U.O.N.

7. ALL EXPOSED BOLT THREADS EXTENDING BEYOND NUT SHALL BE

STRIPPED AFTER INSTALLATION.

ELEVATION

SECTION

2- 1/2" GALV. BOLTS W/ NUTS &

WASHERS

3" X 1 3/8" NEW

CHANNEL SECTION

STEEL

FINISH GRADE

R 1"

CONCRETE FOOTING

1/2" STRIPE

BORDER (RED)

MIN 1/8" THICK, NEW,

HOT-DIPPED, GALV.

SHEET METAL SIGN

PLATE

2" HELVETICA BOLD ITALIC

LETTERING

1" HELVETICA MEDIUM

LETTERING

2" HELVETICA BOLD ITALIC

LETTERING

MINIMUM 2"

CLEAR,

TYP.

6"Ø

2'-6"

SEE NOTE 5

ON-SITE REVEGETATION SIGN

SCALE: NTS

PLEASE DO NOT DISTURB

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US Army Corps of Engineers

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XX% SUBMITTAL

L-503

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1'-0"

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T y p

4'-0" O.C., OVERHANG

CONCRETE FOOTING,

GROUND LINE

6'-0"

TYP

SECTION: TEMPORARY PROJECT SIGN, INSTALLATION AT SLOPED CONDITION

SCALE: NTS

T Y

2'-6" DIA,

TYP

6" x 8" GROUND CONTACT PRESSURE TREATED WOOD

POST (ON BACK SIDE OF SIGN), TYP.

SEE TEMPORARY PROJECT SIGN DETAIL.

TEMPORARY PROJECT SIGN

SCALE: NTS

NOTES:

1. A DIGITAL FILE WITH EXACT TEXT AND LOGOS WILL BE PROVIDED BY THE COR AT THE TIME OF FABRICATION.

2. CONTRACTOR TO PROVIDE FINAL TEMPLATE FOR APPROVAL BY THE COR.

3. TEXT FORMAT TO FOLLOW USACE SIGN STANDARDS MANUAL.

NOTE:

CONTRACTOR TO REMOVE TEMPORARY PROJECT SIGN AT THE END OF CONTRACT

PROJECT TITLE:

FAY RANCH ROAD EAST,

REVEGETATION MITIGATION

PROJECT

CONTRACT NAME:

LAKE ISABELLA DAM

SAFETY MODIFICATION

PROJECT