Attachment 2 - Drawings.pdf

PDF 36 MB Posted Jun 16, 2020

Attached to: HILL AFB EAST GATE CANOPY & INSPECTION FACILITY
Solicitation number: W91238-20-R-0023
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for design and construction services at Hill Air Force Base in Utah. The project involves designing and constructing a new canopy and inspection facility at the East Gate of the base, including a curved inbound traffic lane, shelter in the inspection zone, passive vehicle barriers around the perimeter, modifications to the existing chain-link fence and gate, a generator pad and connections for emergency power systems, installation of an intrusion detection system and CCTV infrastructure, new traffic signs and luminaires, and phased construction to maintain one open traffic lane. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Sacramento.

View the file

Other files

File	Type	Posted
W9123820R0023 - Amendment 3 SF 30.pdf	PDF	Jul 14, 2020
W9123820R0023 - Amendment 3 - Revised Specs and Drawings .pdf	PDF	Jul 14, 2020
W9123820R0023 - Amendment 2.pdf	PDF	Jul 10, 2020
HAFB East Gate Site Visit 6-30-20.pdf	PDF	Jul 1, 2020
Amendment 1 - Site Visit.pdf	PDF	Jun 17, 2020
Amendment 1 - Utah Resident Office Map.pdf	PDF	Jun 17, 2020
Amendment 1 - Site Visit Visitor Authorization List.docx	DOCX document	Jun 17, 2020
Attachment 5 - Pre-Award Survey.pdf	PDF	Jun 16, 2020
W9123820R0023 - Solicitation.pdf	PDF	Jun 16, 2020
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Jun 16, 2020
Attachment 1 - Specifications.pdf	PDF	Jun 16, 2020
Attachment 4 - Pricing Schedule.pdf	PDF	Jun 16, 2020
Attachment 3 - DB Wage Determination.pdf	PDF	Jun 16, 2020

Show all 13

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.

US Army Corps of Engineers Sacramento District

100% SUBMITTAL

G-001

C O

V E

H E

E T

EAST GATE CANOPY &

INSPECTION FACILITY

HILL AFB, UT

HAFB PROJECT #: KRSM113031

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C T

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

P S

N G

I N

E E

R S

S P

D E

S I G

I L

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

R O

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

(FOR INSTALLATION USE ONLY)

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

/s/ James Handura

/s/ Rick Poeppelman P.E.

/s/ James Noble P.E.

AutoCAD SHX Text

DISTRIBUTION STATEMENT A APPROVED FOR PUBLIC RELEASE; DISTRIBUTION IS UNLIMITED

G-002

D E

R A

W I N

H E

E T

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

STATE MAP

SCALE: NONE

PROJECT SITE MAP AND HAUL ROUTE

SCALE: NONE

LOCATION MAP

SCALE: NONE

NOTES:

1. THE HAUL ROUTE IS APPROXIMATELY 6.5 MILES.

G-003

P R

O J E

A T

PROJECT LOCATION

HAUL ROUTE

HILL AFB ROY GATE

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C O

T T

O N

W O

O D

I N

NOTES:

1. HAUL ROUTE IS APPROXIMATELY

±6.8 MILES FROM THE PROJECT SITE

AS SHOWN IN G-003.

2. THE LANDFILL IS APPROXIMATELY

±5.2 MILES FROM THE PROJECT SITE

AS SHOWN IN G-003.

HAFB

LANDFILL

AutoCAD SHX Text N

INDUSTRIAL WASTE

SURVEY CONTROL POINT

TREE

CHAIN LINK FENCE

SURFACE DRAIN FLOW LINE

SPOT ELEVATION

CONTOUR LINE

DRAIN INLET or DROP INLET

TELEPHONE LINE

GAS LINE

FORCE MAIN (SEWER)

STORM DRAIN LINE

9474-2

756.13

SDx

IWx

FMx

RAILROAD TRACK

BARBED WIRE FENCE

BENCH MARK

ELECTRICAL LINE

DIRECTION OF FLOW (PIPE)

POWER POLE W/GUY

POWER LINE

MANHOLE W/ SLOTTED INLET

INLET OR CATCH BASIN

PUMP STATION or LIFT STATION

SANITARY SEWER LINE

CLEANOUT

CHILLED & HOT WATER

CONCRETE CURB & GUTTER

TAPPING SLEEVE AND VALVE

GATE VALVE

FIRE WATER

WATER LINE

ASPHALT CONCRETE PVMT.

AGGREGATE BASE COURSE

CONCRETE PAVEMENT

SIDEWALK

C&HW C&HWx

SSxSS

C&HW

FW FWx

W Wx

TO BE REMOVED

CIVIL LEGEND

EXISTING NEW

MANHOLE

W/ INDICATOR POST

FIRE HYDRANT

BUILDING

ABC AGGREGATE BASE COURSE

AC ASPHALT CONCRETE

ADJ ADJACENT

AFFF AQUEOUS FILM FORMING FOAM

AIP ABANDON IN PLACE

ALT ALTERNATE

APPROX APPROXIMATE

ASC AGGREGATE SURFACE COURSE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

BC BACK OF CURB or BEGINNING OF CURVE

BFP BACKFLOW PREVENTER

BITUM BITUMINOUS

BLDG BUILDING

BOR BUREAU OF RECLAMATION

BPRV BACKFLOW PREVENTER

BRG BEARING

BT BLACKTOP

C&G CURB & GUTTER

C&HW CHILLED & HOT WATER

CI CAST IRON

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN-OUT

COMP COMPACTION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

COTG CLEAN-OUT TO GRADE

CSG COMPACTED SUBGRADE

CTJ CONTRACTION JOINT

CU.FT. CUBIC FEET

CWB CAPILLARY WATER BARRIER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

D DOWELED

DI DRAIN or DROP INLET

DIA DIAMETER

DIM DIMENSION

E EAST or EASTING or ELECTRICAL

(EX) EXISTING

EC END OF CURVE

EG EXISTING GRADE

EGE EXISTING GRADE ELEVATION

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EXIST EXISTING

EXP EXPANSION

FAC FACILITY

FD FLOOR DRAIN

FED FEDERAL

FF FINISH FLOOR

FG FINISH GRADE

FGE FINISH GRADE ELEVATION

FH FIRE HYDRANT

FL FLOW LINE

FLR FLOOR

FM FORCE MAIN

FOC FACE OF CONCRETE or FRONT OF CURB

FOW FACE OF WALL

FT FEET or FOOT

FW FIRE WATER

G GAS

GA GAGE

GALV GALVANIZED

GB GRADE BREAK

GFGI GOVERNMENT FURNISHED & GOVERNMENT

INSTALLED

GV GATE VALVE

H HORIZONTAL

HORIZ HORIZONTAL

HT HEIGHT

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INV INVERT ELEVATION

IW INDUSTRIAL WASTE

JT JOINT

Kg KILOGRAM

KJ KEYED JOINT

kPa KILOPASCAL

L LENGTH or LEFT

LB POUNDS

LF LINEAR FEET

m METER

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

mm MILLIMETER

N NEWTON or NORTH or NORTHING

(N) NEW

NIC NOT IN CONTRACT

NO. NUMBER

NPW NON-POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OHP OVERHEAD POWER

OS&Y OUTSIDE STEM & YOKE

P POWER LINE

PC POINT OF CONNECTION

PCC PORTLAND CEMENT CONCRETE

PFJ PERFORATED FELT JOINT

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE

POC POINT OF CONTACT/CONNECTION

POV PRIVATELY OWNED VEHICLE

PP POWER POLE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQ.IN.

PT POINT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS or RIGHT

RD ROAD

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVERSE or REVISION/REVISED

RO REVERSE OSMOSIS WATER

ROW REVERSE OSMOSIS WATER

RR RAILROAD

RWD REDWOOD

S SLOPE or SOUTH

SD STORM DRAIN

SDJB STORM DRAIN JUNCTION BOX

SDMH STORM DRAIN MANHOLE

SEC, SECT SECTION

SEJ SPECIAL EXPANSION JOINT

SHT SHEET

SIM SIMILAR

SJ SLIP JOINT

SL SLOPE

SMS SELECT MATERIAL SUBBASE

SPA SPACES

SPECS SPECIFICATIONS

SQ.FT. SQUARE FEET

S&R SUPPLY & RETURN

S4S SURFACE 4 SIDES

SS SANITARY SEWER

S/S SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SSTL STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STRM STORM

SW SIDEWALK or SOUTHWEST

SYM SYMMETRICAL

T TELEPHONE

TAN TANGENT

TC TOP OF CURB OR CONCRETE

TE THICKENED EDGE JOINT

TEB THICKENED EDGE AT BLDG.

TP TOP OF PAVEMENT

TR TOP OF RETAINING WALL

TRANS TRANSFORMER

TS TOP OF SAND

TW TOP OF WALL

TYP TYPICAL

(TYP) TYPICAL

U.O.N UNLESS OTHERWISE NOTED

UG UNDERGROUND

V VERTICAL

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER, WEST or WIDTH

W/ WITH

W/O WITHOUT

& AND

@ AT

Ø DIAMETER

# NUMBER

CIVIL ABBREVIATIONS

DIRECTION OF FLOW/SLOPE (GRADING)

BACKFLOW PREVENTER

123.45

SHEET NOTE:

ABBREVIATIONS AND LEGEND SHOWN ON THIS SHEET ARE GENERAL TERMS AND FEATURES SHOWN/USED

IN TYPICAL CIVIL DRAWINGS. SOME ARE NOT APPLICABLE TO THE PROJECT DRAWINGS.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

X X

H I L

F B

U T

A H

C-001

A B

B R

E V

I A

T I O

N S

C R

O N

Y M

CIVIL GENERAL NOTES

GRADING

1. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE

DRAWINGS ARE TOP OF PAVEMENT ELEVATIONS UNLESS

OTHERWISE INDICATED. ADJUSTMENTS MAY BE REQUIRED AT

CONNECTION OF NEW WORK TO EXISTING PAVED OR UNPAVED

AREAS TO PROVIDE A SMOOTH RIDING CONNECTION.

2. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO

MATCH FINISH GRADE ELEVATION.

3. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS

RESULTING FROM THE CONSTRUCTION AND DEPOSITED IN

DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COSTS

INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE

CONTRACTING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR.

4. NO BORROW SITE IS AVAILABLE WITHIN THE INSTALLATION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING OFFSITE

SOURCE(S) OF BORROW MATERIALS THAT COMPLY WITH THE

REQUIREMENTS SPECIFIED IN THE PROJECT SPECIFICATION 31 00

00 EARTHWORK.

DEMOLITION

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

2. PROJECT/CONSTRUCTION LIMITS/BOUNDARIES SHOWN ARE

APPROXIMATE. UNLESS OTHERWISE INDICATED WITH DIMENSIONS

AND/OR COORDINATES OF EXACT BOUNDARIES, THE EXISTING

GROUND FEATURES AND ROADWAYS SHALL BE USED AS A

DEMARCATION FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT,

EDGE OF ROADWAY, GRADE BREAKS, EXISTING CHAIN-LINK FENCE,

ETC.

3. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT

SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR

TRANSPLANTED SHALL BE CLEARED, GRUBBED AND REMOVED

FROM THE SITE. TREES, SHRUBBERY AND ORNAMENTAL

PLANTINGS TO BE RETAINED SHALL BE CAREFULLY REMOVED AND

TRANSPLANTED AT LOCATIONS INDICATED ON THE PLAN AS

DETERMINED BY THE CONTRACTING OFFICER.

4. ALL EXISTING STRUCTURES, INCLUDING THE FOOTINGS AND

FOUNDATIONS, WITHIN THE PROJECT BOUNDARY SHALL BE

DEMOLISHED AND REMOVED UNLESS OTHERWISE INDICATED.

5. EXISTING ASPHALTIC CONCRETE PAVEMENT, INCLUDING THE

AGGREGATE BASE COURSE, WITHIN THE PROJECT LIMITS SHALL BE

DEMOLISHED AND REMOVED UNLESS OTHERWISE INDICATED.

6. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN

THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED

UNLESS OTHERWISE INDICATED.

7. EXISTING UNDERGROUND UTILITIES (PIPES, MANHOLES, PITS,

VAULTS, CONCRETE DUCTS, ETC.) WITHIN PROJECT LIMITS THAT

ARE NO LONGER IN SERVICE SHALL BE REMOVED UNLESS

OTHERWISE INDICATED.

8. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE

PROJECT LIMITS SHALL BE REMOVED UNLESS OTHERWISE

INDICATED.

9. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR

IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE

TO CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION OPERATIONS,

THE CONTRACTOR SHALL RESTORE THESE ITEMS TO ITS ORIGINAL

OR BETTER CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

10. PRIOR TO DEMOLITION WORK CONTRACTOR SHALL PROVIDE A LIST

OF SALVAGEABLE MATERIALS TO THE CONTRACTING OFFICER.

11. NO REFUSE DISPOSAL SITE IS AVAILABLE WITHIN THE

INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SELECTING OFFSITE DISPOSAL SITE(S) FOR THE PROJECT AND

SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

START OF ANY DEMOLITION WORKS. ALL DISPOSAL WORK SHALL

BE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE

ENVIRONMENTAL LAWS.

12. THE CONTRACTOR SHALL DISPOSE OF CLEAN SOIL AT THE

ON-BASE CONSTRUCTION AND DEBRIS LANDFILL OR USE FOR

ANOTHER ON-BASE PROJECT PER THE CONTRACTING OFFICER.

CONTAMINATED SOIL WILL BE DISPOSED AT A PERMITTED

LANDFILL.

GENERAL

1. THE CONTRACTOR SHALL NOT WORK FROM 26-29 JUNE 2020 DUE TO

THE HAFB AIR SHOW. ALSO, DURING THIS PERIOD AS WELL AS

OTHER AS DEFINED BY THE CONTRACTING OFFICER, THE

CONTRACTOR SHALL PROVIDE ACCESS TO VEHICLES THRU THE

EAST GATE BY PHASING THE CONSTRUCTION AND ALLOWING ONE

LANE TO BE OPENED. SEE C-112 FOR ADDITIONAL INFORMATION.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON

THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE

ATTENTION OF THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,

CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

4. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED

OR REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR

BETTER CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS

INCLUDE, BUT ARE NOT LIMITED TO PAVEMENTS, CONCRETE

SIDEWALKS AND CURBS, AND UTILITIES.

5. THE CONTRACTOR SHALL SECURE THE PROJECT SITE WITH

TEMPORARY CONSTRUCTION FENCE ALONG THE

PROJECT/CONSTRUCTION BOUNDARY AS THE SITE TOPOGRAPHY

ALLOWS TO KEEP PEDESTRIANS OUT OF CONSTRUCTION ZONE.

LOCATION OF ACCESS GATE(S) TO THE CONSTRUCTION ZONE SHALL

BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

CONSTRUCTION. ALL TEMPORARY CONSTRUCTION STRUCTURES

SHALL BE REMOVED FROM THE INSTALLATION UPON COMPLETION

OF PROJECT.

6. FOR THE PURPOSES OF DETERMINING THE LOCATIONS OF

TEMPORARY CONSTRUCTION FENCING OR BARRICADES, THE

CONTRACTOR SHALL PREPARE A WORK PLAN SHOWING THE

PROPOSED LOCATIONS FOR APPROVAL BY THE CONTRACTING

OFFICER AND THE INSTALLATION PRIOR TO COMMENCING

CONSTRUCTION.

7. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH

THE CONTRACTING OFFICER.

UTILITY

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON THE

TOPOGRAPHIC SURVEY AND AVAILABLE RECORDS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO

STARTING ANY UTILITY WORK AND SHALL PROTECT ALL SUCH

UTILITIES AT ALL TIMES, UNLESS OTHERWISE INDICATED. EXISTING

UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH

HAVE BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION

WORK, SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR

BETTER CONDITION AND SHALL BE PAID FOR BY THE CONTRACTOR.

2. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, THE

CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND

EXCAVATION TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO

EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

3. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE

PROPOSED UTILITIES ARE REQUIRED DUE TO UNFORESEEN

CONFLICT WITH OTHER UTILITIES, THE CONTRACTOR SHALL

INFORM THE CONTRACTING OFFICER IMMEDIATELY FOR REMEDIAL

ACTION.

4. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF

ADJACENT FACILITIES WILL BE KEPT TO A MINIMUM. ANY

INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS WILL BE

COORDINATED WITH THE AFFECTED USING FACILITIES/AGENCIES

THROUGH THE CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION

OF ALL WATER LINES DURING CONSTRUCTION. THE CONTRACTOR

SHALL BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND

WATER LINES, TEES AND BENDS WHEREVER THERE IS A

POSSIBILITY OF WATER LINE MOVEMENT DUE TO REMOVAL OF THE

SUPPORTING EARTH BEYOND THE EXISTING REACTION BLOCKS.

THE CONTRACTOR SHALL TAKE WHATEVER MEASURES IS

NECESSARY TO PROTECT THE WATER LINES, SUCH AS

CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR MODIFYING

HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL OF THE

CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE

SPILLS CAUSED DURING CONSTRUCTION. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER AND UTILIZE

APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY

CLEANUP THE SPILL IN ACCORDANCE WITH APPLICABLE LOCAL

AND STATE ENVIRONMENTAL LAWS. ALL COSTS INCURRED FOR

SPILL CONTAINMENT AND CLEANUP SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL

UTILITY CONNECTIONS TO THE SERVICE MAINS WITH THEIR

RESPECTIVE PROVIDERS/OWNERS FOR THEIR

REQUIREMENTS/INSTRUCTIONS/DETAILS. FEES ASSOCIATED WITH

THE CONNECTIONS (SERVICES, METERS, ETC.) SHALL BE PAID BY

THE CONTRACTOR.

SURVEY AND PROJECT BENCH MARKS

1. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE CIVIL

DRAWINGS IS FROM SURVEY DONE BY THE GIS & MAPPING SECTION

OF THE US ARMY CORPS ENGINEERS, SACRAMENTO DISTRICT.

2. TOPOGRAPHY BY GROUND SURVEY METHODS. FIELD

SURVEY DATE: FEBRUARY 2014.

3. ADDITIONAL NOTES ARE PROVIDED IN C-101 AND C-102.

UTILITY SERVICE PROVIDERS/OWNERS AT HILL AFB:

· WATER: AMERICAN WATER QAE, MARK PERSICO, (801) 777-8128

· SANITARY SEWER: AMERICAN WATER QAE, MARK PERSICO, (801) 777-8128

· GAS: RED STAKE, AMERICAN WATER QAE, MARK PERSICO, (801) 777-8128

· ELECTRIC: CITY LIGHT AND POWER, QAE, WES BECKER, (801) 777-0069

· TELECOMMUNICATIONS: RED STAKE, MARK IZATT, (801) 777-0540

· CABLE TELEVISION (CATV): RED STAKE, MARK IZATT, (801) 777-0540

ENVIRONMENTAL GENERAL NOTES

1. PROTECT GROUNDWATER MONITORING POINTS WITHIN THE

VICINITY OF THE PROJECT AS SHOWN IN C-103.

2. EXCAVATION IN THE AREA HAS THE POTENTIAL TO ENCOUNTERED

CONTAMINATED SOIL. PLEASE CONTACT THE ENVIRONMENTAL

RESTORATION POC: MS. SHANNON SMITH AT (XXX) 779-6913 &

CONTRACTING OFFICER, IF UNUSUAL ODORS OR SOIL

DISCOLORATION IS OBSERVED DURING ANY EXCAVATION OR

TRENCHING OR IF ANY MONITORING POINTS ARE ENCOUNTERED

NOT SHOWN IN THE DRAWINGS.

LANDSCAPING NOTES

1. XERISCAPE LANDSCAPING SHALL BE THE PRIMARY COMPREHENSIVE

APPROACH TO LANDSCAPING.

2. NEW PLANTS, SHRUBS, AND TREES SHALL BE IN THE

ARCHITECTURAL COMPATIBILITY PLAN APPENDIX 4, LANDSCAPING

MATERIALS AND IRRIGATION AND PLANT LIST.

3. SEE C-503 FOR LANDSCAPING DETAILS AND NOTES.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

X X

H I L

F B

U T

A H

C-002

C I V

E R

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

6TH

STREET

T R

W H

E R

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

SIGNAL

POLE

SIGNAL

POLE

DIRT

ROAD

DIRT

ROAD

DIRT

ROAD

TOP OF

SLOPE

TOE OF

SLOPE

W H

E R

END

ROADWAY

BLOCKED

ROADWAY

TOP OF

SLOPE

EDGE

ROADWAY

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

DI CURB

& GUTTER

DI CURB

& GUTTER

SIGNAL

POLE

SECURITY

BARRIERS

FOG

LINE

FOG

LINE

DIRT

CURB

GUTTER

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

ASPHALT

SHED

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

EDGE

ROADWAY

EDGE

ROADWAY

EDGE

ROADWAY

GRAVEL

GRAVELGRAVEL

BLDG

EDGE

ROADWAY

PERIMETER FENCE

CITY OF LAYTON TO THE EAST

HAFB TO THE WEST

CITY OF LAYTON

HILL AFB

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

E X

I S

T I N

O N

D I T

I O

N S

EXISTING CONDITIONS

HORIZONTAL SCALE: 1" = 40'

1. GRID COORDINATES ARE IN US SURVEY FEET AND

REFER TO THE UTAH STATE COORDINATE SYSTEM

ZONE NORTH, NAD 83, AND ARE BASED ON CP101.

2. ELEVATIONS ARE IN US SURVEY FEET AND REFER

TO NAVD 1988, GEOID 12A AND ARE BASED ON CP

101.

3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY

METHODS. FIELD SURVEY DATE: SEPTEMBER, 4-7

2018 BY USACE SACRAMENTO DISTRICT.

CONTACT INFORMATION IS LADONNA HULCY AT

(916) 557-7894 & JOSEPH MARINO AT (916)

557-6625.

4. CONTOUR INTERVAL IS 1 FOOT.

5. THE EXISTENCE, SIZE AND/OR LOCATION OF

UTILITIES ARE NOT GUARANTEED BY THIS

SURVEY. UTILITIES SHOWN ARE BASED ON ABOVE

GROUND STRUCTURES AND AVAILABLE UTILITY

PLANS. THE CONTRACTOR SHALL FIELD VERIFY

THE LOCATION OF ALL UTILITIES PRIOR TO

CONSTRUCTION.

SURVEY NOTES:

C-101

HAFB PROJECT LIMITS

CITY OF LAYTON

PROJECT LIMITS

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

TREE CLUSTER

AutoCAD SHX Text

TREE CLUSTER

AutoCAD SHX Text

10" PINE TREE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4817.2

AutoCAD SHX Text 4823.4

AutoCAD SHX Text 4829.6

AutoCAD SHX Text 4834.8

AutoCAD SHX Text 4823.4

AutoCAD SHX Text 4802.1

AutoCAD SHX Text 4802.2

AutoCAD SHX Text 4798.3

AutoCAD SHX Text 4795.6

AutoCAD SHX Text 4794.4

AutoCAD SHX Text 4796.2

AutoCAD SHX Text 4799.5

AutoCAD SHX Text 4830.1

AutoCAD SHX Text 4802.5

AutoCAD SHX Text 4797.9

AutoCAD SHX Text 4799.0

AutoCAD SHX Text 4820.8

AutoCAD SHX Text 4797.1

AutoCAD SHX Text 4795.3

AutoCAD SHX Text 4800.4

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

1 inch = 40 ft.

CP 101

CP 102

CP 104

CP 105

CP 106

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C-102

E X

I S

T I N

O N

D I T

I O

N S

S U

R V

T R

I N

T S

CONTROL POINTS MAP

HORIZONTAL SCALE: 1" = 150'

CONTROL TABULATION

STATION NORTH EAST MON EL DESCRIPTION

CP 101 4830.40

4821.10

CONTROL POINT (NAIL)

CONTROL POINT (NAIL)CP 102 3564600.56

4795.05 CONTROL POINT (NAIL)CP 104

3564646.87 1514892.44

1514675.70

3564455.38 1513990.08

CP 105 4792.19

4791.37

CONTROL POINT (NAIL)

CONTROL POINT (NAIL)CP 106 3564432.28

3564461.01 1513532.02

1513232.76

CITY OF LAYTON PROJECT LIMITS

HAFB PROJECT LIMITS

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

1 inch = 150 ft.

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

6TH

STREET

W H

E R

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

SIGNAL

POLE

SIGNAL

POLE

DIRT

ROAD

DIRT

ROAD

DIRT

ROAD

TOP OF

SLOPE

TOE OF

SLOPE

W H

E R

END

ROADWAY

BLOCKED

ROADWAY

TOP OF

SLOPE

EDGE

ROADWAY

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

DI CURB

& GUTTER

DI CURB

& GUTTER

SIGNAL

POLE

SECURITY

BARRIERS

FOG

LINE

FOG

LINE

FOG

LINE

FOG

LINE

DIRT

CURB

GUTTER

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

ASPHALT

SHED

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

EDGE

ROADWAY

EDGE

ROADWAY

EDGE

ROADWAY

GRAVEL

GRAVELGRAVEL

BLDG

EDGE

ROADWAY

DEMO EXISTING GATE

DEMO EXISTING PONDS

AND ASSOCIATED

SD PIPES

EX INLET TO REMAIN

DEMO EDGE OF EXISTING

ASPHALT TO TIE NEW ASPHALT/FEATURES

SEE C-104 & C-105 FOR EXTENTS

DEMO EDGE OF EXISTING

ASPHALT TO TIE NEW ASPHALT/FEATURES

SEE C-104 & C-105 FOR EXTENTS

DEMO EXISTING ASPHALT

SEE C-104 & C-105 FOR EXTENTS

DEMO EDGE OF EXISTING

ASPHALT TO TIE NEW ASPHALT/FEATURES

SEE C-104 & C-105 FOR EXTENTS

DEMO

EXISTING

CURB AND

GUTTER

REMOVE TREES

REMOVE TREE

RELOCATE FH

SEE C-108 FOR ADDITIONAL INFORMATION

EX. INLET TO REMAIN

EX SDMH/INLET TO REMAIN

RELOCATE

BARRIERS TO INSTALLATION LANDFILL

EX SDMH & EX SMH

TO REMAIN

TREE TO REMAIN

SEE DETAIL A3/C-502

REMOVE TREES

DEMO PART OF CURB AND GUTTER

TO TIE TO NEW DITCH

SEE C-105 FOR EXTENTS

EX SDx TO BE MODIFIED

SEE UTILITIES PLAN FOR ADDITIONAL

INFORMATION

HAFB PROJECT LIMITS

RELOCATE

BARRIERS TO BLOCK EXISTING LOCAL ROAD

AND THE REST RELOCATE TO

THE INSTALLATION LANDFILL

PROTECT

ELECTRICAL FEATURE

DURING CONSTRUCTION

(REMAIN AS-IS)

RELOCATED

BARRIERS TO

BLOCK EXISTING

LOCAL ROAD

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C-103

D E

M O

L I T

I O

L A

DEMOLITION PLAN

HORIZONTAL SCALE: 1" = 30'

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL PREPARE THE SITE AS SPECIFIED IN

SPECIFICATION 31 00 00 WITHIN THE HAFB PROJECT LIMITS;

SCARIFY TO 8" DEEP.

2. THE CONTRACTOR SHALL PERFORM NECESSARY SITE AND

UTILITY DEMOLITION/REMOVAL NOT SHOWN ON THE DRAWINGS

TO ACCOMPLISH NEW CONSTRUCTION.

3. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH THE

CONTRACTING OFFICERS AT LEAST 45 DAYS PRIOR TO ANY

OUTAGE.

4. THE CONTRACTOR SHALL NOT MANIPULATE ANY SWITCHING

DEVICES OR VALVES AND SHALL NOTIFY THE FIRE DEPARTMENT

PRIOR TO INSTALLING TEMPORARY VALVES TO FIRE HYDRANT.

PROVIDE A BACKFLOW PREVENTER WHEN CONNECTING TO

FIRE HYDRANTS FOR TEMPORARY USAGE. CONNECTION SHALL

BE VIA QUICK CONNECT/DISCONNECT COUPLINGS.

5. WHERE EXISTING UTILITIES NOT INDICATED FOR REMOVAL ARE

ENCOUNTERED, INFORM THE CONTRACTING OFFICER FOR

FURTHER DIRECTION.

6. REMOVE MATERIAL TO BE GRUBBED, TOGETHER WITH

ORGANIC, CEMENTITIOUS, AND METALLIC DEBRIS THAT IS NOT

SUITABLE FOR FOUNDATION PURPOSES, TO A DEPTH OF NOT

LESS THAN 18 INCHES BELOW ORIGINAL SURFACE LEVEL.

7. THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL OF THE

DEMOLITION MATERIAL (DEBRIS, DIRT, ORGANIC MATTER,

CEMENTITIOUS, METALLIC, PIPES, AMONG OTHERS) OUTSIDE

THE INSTALLATION ACCORDING TO FEDERAL, STATE, LOCAL,

AND INSTALLATION REGULATIONS AND LAWS.

8. MOVE KRAILS/JERSEY BARRIERS TO BLOCK LOCAL ROAD AND

THE REST TO THE INSTALLATION LANDFILL.

9. SCARIFY SOIL TO 8" IN PREPARATION OF SITE WITHIN GRADING

LIMITS. SEE C-106 & C-107 FOR THE GRADING LIMITS.

10. PROVIDE EROSION CONTROL MEASURES DURING

CONSTRUCTION AT A MINIMUM AS SHOWN IN C-501 AND C-502.

11. SEE ELECTRICAL PLAN, ED101, FOR DEMOLISHING ELECTRICAL

FEATURES.

12. REPLACE ONE NEW TREE FOR EACH REMOVED TREE THAT IS

10" Ø OR LESS AT THE BREAST HEIGHT.

13. REPLACE TWO NEW TREE FOR EACH REMOVED TREE THAT IS

10"-20" Ø OR LESS AT THE BREAST HEIGHT.

14. REPLACE ONE NEW TREE FOR EACH REMOVED TREE THAT IS

20"-30" Ø OR LESS AT THE BREAST HEIGHT.

15. SEE C-503 FOR A LIST OF ACCEPTABLE OF PLANTS, SHRUBS,

AND TREES FOR HILL AFB.

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

TREE CLUSTER

AutoCAD SHX Text

TREE

AutoCAD SHX Text

10" PINE TREE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4817.2

AutoCAD SHX Text 4823.4

AutoCAD SHX Text 4802.1

AutoCAD SHX Text 4802.2

AutoCAD SHX Text 4798.3

AutoCAD SHX Text 4795.6

AutoCAD SHX Text 4794.6

AutoCAD SHX Text 4794.4

AutoCAD SHX Text 4799.5

AutoCAD SHX Text 4802.5

AutoCAD SHX Text 4797.9

AutoCAD SHX Text 4799.0

AutoCAD SHX Text 4820.8

AutoCAD SHX Text 4797.1

AutoCAD SHX Text 4800.4

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

1 inch = 30 ft.

6TH

STREET

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

SIGNAL

POLE

SIGNAL

POLE

DIRT

ROAD

DIRT

ROAD

DIRT

ROAD

CURB

GUTTER

DI CURB

& GUTTER

DI CURB

& GUTTER

SIGNAL

POLE

SECURITY

BARRIERS

FOG

LINE

FOG

LINE

DIRT

CURB

GUTTER

ASPHALT

EDGE

ROADWAY

EDGE

ROADWAY

EDGE

ROADWAY

GRAVEL

GRAVEL GRAVEL

BLDG

EDGE

ROADWAY

NEW ASPHALT

(TYP)

PVB

P V

EXISTING

ACTIVE

VEHICLE BARRIERS

OVERWATCH

CONCRETE PAD &

PARKING SPOT

L=4.31'

R=5.00'

N: 3564421.49

E: 1514067.23

N: 3564416.30

E: 1514067.20

N: 3564416.07

E: 1514118.93

N: 3564494.11

E: 1514179.09

N: 3564439.76

E: 1514092.17

N: 3564454.80

E: 1514227.55

N: 3564506.02

E: 1514212.51

N: 3564405.01

E: 1514279.04

N: 3564392.72

E: 1514263.19

N: 3564410.23

E: 1514234.05

N: 3564420.23

E: 1514256.24

N: 3564417.12

E: 1514261.42

N: 3564509.66

E: 1514296.63

N: 3564508.33

E: 1514302.61

N: 3564398.16

E: 1514338.72

N: 3564415.24

E: 1514314.18

N: 3564415.98

E: 1514310.25

N: 3564528.69

E: 1514346.86

N: 3564518.21

E: 1514327.47

N: 3564460.36

E: 1514067.23

N: 3564466.03

E: 1514067.23

N: 3564440.01

E: 1514104.10

N: 3564497.53

E: 1514153.20

N: 3564501.49

E: 1514153.46

N: 3564506.68

E: 1514153.84

N: 3564481.09

E: 1514151.01

N: 3564543.78

E: 1514152.40

N: 3564465.73

E: 1514102.13

N: 3564514.37

E: 1514136.15

N: 3564514.01

E: 1514129.61

N: 3564545.49

E: 1514124.15

N: 3564581.67

E: 1514255.19

N: 3564558.96

E: 1514238.86

N: 3564461.27

E: 1514171.67

N: 3564460.50

E: 1514084.45

N: 3564546.60

E: 1514130.56

N: 3564523.64

E: 1514250.71

N: 3564521.93

E: 1514251.82

N: 3564419.72

E: 1514119.78

N: 3564508.70

E: 1514218.44

N: 3564491.55

E: 1514173.06

N: 3564482.76

E: 1514228.04

N: 3564542.28

E: 1514270.34

N: 3564561.24

E: 1514286.62

N: 3564558.73

E: 1514280.08

N: 3564548.06

E: 1514288.38

N: 3564579.34

E: 1514249.12

N: 3564539.95

E: 1514264.27

N: 3564587.81

E: 1514410.30

N: 3564526.55

E: 1514088.00

N: 3564545.16

E: 1514059.55

N: 3564554.51

E: 1514081.80

N: 3564550.68

E: 1514087.66

N: 3564604.69

E: 1514118.81

N: 3564397.36

E: 1514330.15

N: 3564365.65

E: 1514342.42

N: 3564384.52

E: 1514356.56

N: 3564394.39

E: 1514345.60

N: 3564401.70

E: 1514376.00

N: 3564449.93

E: 1514418.10

N: 3564392.92

E: 1514353.31

N: 3564461.34

E: 1514235.10

N: 3564413.06

E: 1514299.86

N: 3564440.45

E: 1514394.28

N: 3564437.43

E: 1514391.40

N: 3564434.76

E: 1514397.35

N: 3564404.42

E: 1514348.53

N: 3564406.26

E: 1514358.79

N: 3564410.25

E: 1514368.44

N: 3564588.31

E: 1514272.46

N: 3564550.45

E: 1514404.29

N: 3564390.11

E: 1514028.57

N: 3564400.61

E: 1514003.77

N: 3564423.43

E: 1514035.71

N: 3564423.67

E: 1513985.02

L=113.87'

R=62.00'

L=77.01'

R=58.83'

L=4.28'

R=4.50'

L=68.07'

R=47.33'

L=4.73'

R=30.00'

L=201.22'

R=68.30'

L=182.07'

R=61.80'

L=131.13'

R=51.39'

L=106.70'

R=44.13'

L=54.51'

R=100.00'

L=104.00'

R=55.50'

L=73.31'

R=24.30'

L=4.28'

R=4.50'

L=4.28'

R=4.50'

L=4.28'

R=4.50'

L=4.28'

R=4.50'

L=4.28'

R=4.50'

L=88.77'

R=52.33'

L=94.05'

R=49.00'

N: 3564404.19

E: 1514042.78

25'R

5'R

N: 3564416.28

E: 1514002.62

N: 3564414.90

E: 1514032.15

N: 3564558.02

E: 1514223.33

N: 3564568.81

E: 1514218.07

N: 3564565.17

E: 1514236.23

N: 3564574.97

E: 1514229.34

N: 3564453.94

E: 1514270.91

N: 3564465.75

E: 1514253.23

N: 3564471.55

E: 1514253.03

N: 3564488.73

E: 1514269.94

N: 3564477.23

E: 1514281.43

N: 3564472.76

E: 1514287.09

N: 3564467.44

E: 1514295.12

N: 3564463.57

E: 1514297.32

N: 3564446.89

E: 1514290.43

N: 3564450.75

E: 1514295.75

N: 3564450.70

E: 1514277.13

L=6.50'

R=4.00'

L=7.37'

R=4.50'

L=5.21'

R=4.50'

N: 3564461.43

E: 1514254.43

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C-104

S I T

L A

I T

E O

M E

T R

F O

R M

A T

I O

SITE PLAN (1)

HORIZONTAL SCALE: 1" = 20'

SITE NOTES:

1. CLEAR ZONE IS 7'

2. PVBs ARE LOCATED AT LEAST 7' FROM

EDGE OF PAVEMENT OR 6.5' FROM

BACK OF CURB, EXCEPT ALONG THE

SIDEWALKS. THE PVBS SHALL BE AT

LEAST 3.5' FROM BACK OF SIDEWALK.

3. SEE GRADING PLAN (3) A1/C-401 AND

A1/C-402 FOR ADDITIONAL

INFORMATION FOR SITE PLAN

FEATURES AND GRADING

INFORMATION.

4. NORTHERN AND EASTERN

COORDINATE POINTS AND OTHER

GEOMETRIC INFORMATION ARE BASED

ON THE BACK OF CURB.

5. GEOMETRIC POINTS ARE PROVIDED

FOR LINES AND CURVES. RADIUS AND

CURVE LENGTH INFORMATION IS ALSO

PROVIDED FOR CURVES.

CONTRACTOR SHALL VERIFY THESE

POINTS AND INFORMATION WITH THEIR

OWN CONSTRUCTION SURVEY;

DIFFERENCE IN GEOMETRIC

POINTS/INFORMATION SHALL BE

COMMUNICATED TO CONTRACTING

OFFICER IMMEDIATELY AND BEFORE

CONSTRUCTION BEGINS.

6. MINIMUM WIDTH FOR LANES IS 12 FT.

M A

T C

H L

I N

S E

M A

T C

H L

I N

S E

ZOOMED AREA

HORIZONTAL SCALE: 1" = 10'

1. PASSIVE VEHICLE BARRIER; ASTM

F2656-15 M30 P1 MODIFIED MGS; SEE

SPECIFICATION 34 47 13.16

1.A. START/END OF M30 P1 PVB

1.B. END OF M30 P1 PVB AND

BEGINNING OF M50 P1 PVB

2. PASSIVE VEHICLE BARRIER; ASTM

F2656-15 M50 P1; SEE SHEET C-515

2.A. END OF M50 P1 PVB AND

BEGINNING OF M30 P1 PVB

3. CURB ONLY; SEE DETAIL F6/C-511

3.A. START/END OF 6" CURB ONLY

4. 6" CURB AND GUTTER; SEE DETAIL

E1/C-511

4.A. START/END OF 6" CURB AND

GUTTER

5. 6" CURB AND GUTTER ON BOTH SIDES;

SEE DETAIL C1/C-511

5.A. START/END OF 6" CURB AND

GUTTER ON BOTH SIDES

6. VALLEY GUTTER; SEE DETAIL D8/C-512

7. TRAPEZOID DITCH WITH 1' BOTTOM AND

1' HEIGHT WITH 3H:1V SIDE SLOPES; SEE

DETAIL F8/C-512 AND PROFILE B1/C-206

8. 9' WIDE V-SHAPED DITCH WITH 1.5'

HEIGHT AND 3H:1V SIDE SLOPES; SEE

DETAIL F5/C-512 AND PROFILE A3/C-206

9. RIPRAP; D50=6", DEPTH=20"; SEE DETAIL

A8/C-518

9.A. RIPRAP; D50=5", DEPTH=18"; SEE

DETAIL A8/C-518

10. INLET; SEE DETAIL A6/C-518 & A1/C-521

11. LOW IMPACT DEVELOPMENT PONDS;

SEE DETAIL A1/C-518

11.A. REGULAR DETENTION POND; SEE

DETAIL A8/C-518

12. SIDEWALK, SEE DETAIL A1/C-512

13. CURB OPENING, SEE DETAIL A8/C-511

14. ASTM F2656/F5626M-18a M30

CRASH-RATED 10' SINGLE GATE AT EXIT

OF INSPECTION AREA; SEE NOTE

5/C-514

15. NON-CRASH RATED 10' SINGLE GATE AT

THE ENTRANCE OF INSPECTION AREA,

SEE DETAIL A1/C-514

16. NON-CRASH RATED PERIMETER FENCE;

SEE DETAIL A1/C-513 & A1/C-514

17. SEE E1/C-104 FOR ZOOMED AREA OF

LANDSCAPE AREA.

18. MATCH EG (AC)

19. CANOPY OUTLINE; SEE ARCHITECTURAL

DRAWINGS (A-111) FOR ADDITIONAL

INFORMATION; AND PROVIDE

SCREENING ON THREE SIDES AS

SHOWN IN A-111 INCLUDING THE

UPSTREAM GATE WITHIN THE

INSPECTION AREA. LOCATION AND

SIZING OF FOOTINGS SHALL BE

PERFORMED BY CONTRACTOR.

20. SEE B5/C-105 FOR ZOOMED AREA OF

APPROACH ZONE

21. HAFB PROJECT LIMITS

22. INSTALLATION SIGN; SEE C-402 & DETAIL

E1/C-517

23. SHELTER, SEE A-111 FOR ADDITIONAL

INFORMATION

24. JERSEY BARRIERS, SEE C-103

25. SEE C-503 FOR LANDSCAPING

REQUIREMENTS.

KEY NOTES:

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

TREE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4802.1

AutoCAD SHX Text 4802.2

AutoCAD SHX Text 4798.3

AutoCAD SHX Text 4795.6

AutoCAD SHX Text 4794.6

AutoCAD SHX Text 4797.9

AutoCAD SHX Text 4799.0

AutoCAD SHX Text 4797.1

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

1 inch = 20 ft.

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

W H

E R

END

ROADWAY

BLOCKED

ROADWAY

TOP OF

SLOPE

EDGE

ROADWAY

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

DIRT

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

ASPHALT

BARBED

WIRE TOP

NEW ASPHALT

(TYP)

11A

PROTECT

ELECTRICAL FEATURES

DURING GRADING

PROTECT

ELECTRICAL FEATURES

DURING GRADING

L=14.45'

R=52.50'

L=17.21'

R=59.00'

L=97.15'

R=61.00'

N: 3564521.27

E: 1514590.40

N: 3564450.78

E: 1514491.78

N: 3564602.42

E: 1514591.78

N: 3564617.14

E: 1514574.68

N: 3564639.24

E: 1514539.10

N: 3564401.70

E: 1514376.00

N: 3564455.63

E: 1514505.78

N: 3564448.70

E: 1514511.52

N: 3564439.38

E: 1514473.39

N: 3564456.97

E: 1514435.81

N: 3564434.76

E: 1514397.35

N: 3564449.97

E: 1514435.45

N: 3564508.08

E: 1514579.70

N: 3564451.68

E: 1514473.60

N: 3564454.37

E: 1514483.56

N: 3564458.74

E: 1514492.99

N: 3564440.54

E: 1514488.83

N: 3564474.27

E: 1514526.49

N: 3564496.73

E: 1514551.28

N: 3564483.25

E: 1514523.94

N: 3564495.35

E: 1514531.75

N: 3564507.29

E: 1514555.39

N: 3564655.68

E: 1514493.49

N: 3564648.68

E: 1514494.29

N: 3564623.44

E: 1514529.48

N: 3564575.07

E: 1514426.81

N: 3564540.82

E: 1514591.17

N: 3564582.07

E: 1514591.53

N: 3564500.32

E: 1514527.46

N: 3564485.99

E: 1514518.05

N: 3564593.58

E: 1514500.91

N: 3564595.17

E: 1514506.78

N: 3564596.32

E: 1514512.67

N: 3564596.22

E: 1514520.59

N: 3564596.96

E: 1514517.62

N: 3564592.95

E: 1514525.43

N: 3564589.60

E: 1514530.40

N: 3564586.24

E: 1514535.37

N: 3564582.98

E: 1514540.21

N: 3564574.91

E: 1514538.91

L=10.23'

R=4.50'

L=3.12'

R=4.50'

N: 3564555.85

E: 1514526.53

N: 3564558.56

E: 1514536.16

N: 3564561.27

E: 1514545.79

N: 3564563.97

E: 1514555.42

N: 3564566.68

E: 1514565.04

N: 3564568.95

E: 1514573.13

N: 3564564.57

E: 1514578.84

N: 3564546.87

E: 1514578.64

N: 3564542.59

E: 1514575.40

N: 3564544.37

E: 1514485.68

N: 3564539.56

E: 1514487.03

N: 3564532.49

E: 1514461.89

N: 3564528.73

E: 1514462.95

N: 3564527.38

E: 1514458.13

N: 3564528.12

E: 1514462.60

N: 3564535.95

E: 1514455.73

N: 3564521.92

E: 1514438.70

N: 3564501.72

E: 1514442.60

N: 3564500.89

E: 1514441.35

N: 3564508.86

E: 1514468.01

N: 3564495.67

E: 1514460.86

N: 3564510.55

E: 1514499.10

N: 3564524.75

E: 1514525.05

N: 3564533.49

E: 1514543.05

N: 3564501.42

E: 1514443.36

N: 3564534.92

E: 1514452.05

N: 3564521.19

E: 1514437.97

L=15.70'

R=20.00'

N: 3564506.04

E: 1514440.07

NEW ASPHALT

(TYP)

L=19.96'

R=14.50'

L=29.65'

R=114.50'

L=20.12'

R=56.50'

L=5.75'

R=4.50'

L=19.42'

R=19.50'

N: 3564559.63

E: 1514455.24

N: 3564552.79

E: 1514460.19

L=10.97'

R=4.50'

N: 3564533.25

E: 1514508.85

N: 3564569.16

E: 1514478.91

N: 3564622.41

E: 1514566.19

N: 3564617.14

E: 1514574.68

N: 3564617.50

E: 1514584.76

N: 3564615.24

E: 1514585.21

FENCE

N: 3564616.15

E: 1514591.93

N: 3564595.90

E: 1514591.70

N: 3564508.55

E: 1514568.74

N: 3564512.26

E: 1514578.03

N: 3564503.90

E: 1514581.37

N: 3564500.19

E: 1514572.08

N: 3564605.89

E: 1514549.80

N: 3564617.92

E: 1514526.03

N: 3564574.22

E: 1514433.26

L=121.81'

R=61.00'

N: 3564500.32

E: 1514527.46

FENCE

N: 3564601.05

E: 1514577.04

FENCE

N: 3564613.23

E: 1514577.18

FENCE

N: 3564598.46

E: 1514591.73

N: 3564527.10

E: 1514475.99

N: 3564530.89

E: 1514489.47

N: 3564530.80

E: 1514478.06

N: 3564533.51

E: 1514487.69

N: 3564535.77

E: 1514473.55

N: 3564534.58

E: 1514477.13

N: 3564537.29

E: 1514486.76

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C-105

S I T

L A

I T

E O

M E

T R

F O

R M

A T

I O

SITE PLAN (2)

HORIZONTAL SCALE: 1" = 20'

SITE NOTES:

1. CLEAR ZONE IS 7'

2. PVBs ARE LOCATED AT LEAST 7' FROM

EDGE OF PAVEMENT OR 6.5' FROM BACK OF

CURB, EXCEPT ALONG THE SIDEWALKS.

THE PVBS SHALL BE AT LEAST 3.5' FROM

BACK OF SIDEWALK.

3. SEE GRADING PLAN (3) A1/C-401 FOR

ADDITIONAL INFORMATION FOR SITE PLAN

FEATURES AND GRADING INFORMATION.

4. NORTHERN AND EASTERN COORDINATE

POINTS AND OTHER GEOMETRIC

INFORMATION ARE BASED ON THE BACK OF

CURB.

5. GEOMETRIC POINTS ARE PROVIDED FOR

LINES AND CURVES. RADIUS AND CURVE

LENGTH INFORMATION IS ALSO PROVIDED

FOR CURVES. CONTRACTOR SHALL VERIFY

THESE POINTS AND INFORMATION WITH

THEIR OWN CONSTRUCTION SURVEY;

DIFFERENCE IN GEOMETRIC

POINTS/INFORMATION SHALL BE

COMMUNICATED TO CONTRACTING

OFFICER IMMEDIATELY AND BEFORE

CONSTRUCTION BEGINS.

S E

M A

T C

H L

I N

S E

M A

T C

H L

I N

ZOOMED AREA - APPROACH ZONE

HORIZONTAL SCALE: 1" = 10'

KEY NOTES:

1. PASSIVE VEHICLE BARRIER; ASTM F2656-15 M30 P1

MODIFIED MGS; SEE SPECIFICATION 34 47 13.16

1.A. START/END OF M30 P1 PVB

1.B. END OF M30 P1 PVB AND BEGINNING OF M50 P1

PVB

2. PASSIVE VEHICLE BARRIER; ASTM F2656-15 M50 P1; SEE

SHEET C-515

2.A. END OF M50 P1 PVB AND BEGINNING OF M30 P1

PVB

3. CURB ONLY; SEE DETAIL F6/C-511

3.A. START/END OF 6" CURB ONLY

4. 6" CURB AND GUTTER; SEE DETAIL E1/C-511

4.A. START/END OF 6" CURB AND GUTTER

5. 6" CURB AND GUTTER ON BOTH SIDES; SEE DETAIL

C1/C-511

5.A. START/END OF 6" CURB AND GUTTER ON BOTH

SIDES

6. VALLEY GUTTER; SEE DETAIL D8/C-512

7. TRAPEZOID DITCH WITH 1' BOTTOM AND 1' HEIGHT WITH

3H:1V SIDE SLOPES; SEE DETAIL F8/C-512 AND PROFILE

B1/C-206

8. 9' WIDE V-SHAPED DITCH WITH 1.5' HEIGHT AND 3H:1V

SIDE SLOPES; SEE DETAIL F5/C-512 AND PROFILE

A3/C-206

9. RIPRAP; D50=6", DEPTH=20"; SEE DETAIL A8/C-518

9.A. RIPRAP; D50=5", DEPTH=18"; SEE DETAIL A8/C-518

10. INLET; SEE DETAIL A6/C-518 & A1/C-521

11. LOW IMPACT DEVELOPMENT PONDS; SEE DETAIL

A1/C-518

11.A. REGULAR DETENTION POND; SEE DETAIL A8/C-518

12. SIDEWALK, SEE DETAIL A1/C-512

13. CURB OPENING, SEE DETAIL A8/C-511

14. ASTM F2656/F5626M-18a M30 CRASH-RATED 10' SINGLE

GATE AT EXIT OF INSPECTION AREA; SEE NOTE 5/C-514

15. NON-CRASH RATED 10' SINGLE GATE AT THE ENTRANCE

OF INSPECTION AREA, SEE DETAIL A1/C-514

16. NON-CRASH RATED PERIMETER FENCE; SEE DETAIL

A1/C-513 & A1/C-514

17. SEE E1/C-104 FOR ZOOMED AREA OF LANDSCAPE

AREA.

18. MATCH EG (AC)

19. CANOPY OUTLINE; SEE ARCHITECTURAL DRAWINGS

(A-111) FOR ADDITIONAL INFORMATION; AND PROVIDE

SCREENING ON THREE SIDES AS SHOWN IN A-111

INCLUDING THE UPSTREAM GATE WITHIN THE

INSPECTION AREA. LOCATION AND SIZING OF

FOOTINGS SHALL BE PERFORMED BY CONTRACTOR.

20. SEE B5/C-105 FOR ZOOMED AREA OF APPROACH ZONE

21. HAFB PROJECT LIMITS

22. INSTALLATION SIGN; SEE C-402 & DETAIL E1/C-517

23. SHELTER, SEE A-111 FOR ADDITIONAL INFORMATION

24. JERSEY BARRIERS, SEE C-103

25. SEE C-503 FOR LANDSCAPING REQUIREMENTS.

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4817.2

AutoCAD SHX Text 4823.4

AutoCAD SHX Text 4802.5

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 10 ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

6TH

STREET

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

SIGNAL

POLE

SIGNAL

POLE

DIRT

ROAD

DIRT

ROAD

DIRT

ROAD

TOP OF

SLOPE

CURB

GUTTER

DI CURB

& GUTTER

DI CURB

& GUTTER

SIGNAL

POLE

SECURITY

BARRIERS

FOG

LINE

FOG

LINE

DIRT

CURB

GUTTER

ASPHALT

EDGE

ROADWAY

EDGE

ROADWAY

EDGE

ROADWAY

GRAVEL

GRAVEL GRAVEL

BLDG

EDGE

ROADWAY

P V

PVB

FLOWLINE

7' TRAPEZOID DITCH

SIDE SLOPES: 3H:1V (MAX)

RIPRAP FOR ALL SIDES

FLOWLINE

7' TRAPEZOID DITCH

SIDE SLOPES: 3H:1V (MAX)

RIPRAP AT ALL SIDES

4800'

4799'

GRADING LIMITS

4806.03' (TC)

4805.53' (FL)

4802.54' (EX. EOP)

MATCH EG

4806.00 (TC)

4805.96' (TC)

4805.46' (FL)

4805.50' (TC)

4804.30' (EX. EOP)

MATCH EG

4798.76' (TC)

4798.26' (EX. EOP)

MATCH EG

4797.60' (EX. EOP)

MATCH EG

4798.24' (TC)

4797.74' (EX. EOP)

MATCH EG

4796.31' (EX. EOP)

MATCH EG

4796.57' (TC)

4796.07' (EX. EOP)

MATCH EG

4795.51' (EX. EOP)

MATCH EG

4796.39' (TC)

4795.89' (EX. EOP)

MATCH EG

4795.45' (EX. EOP)

MATCH EG

4795.14' (EX. EOP)

MATCH EG

4795.25' (EX. EOP)

MATCH EG

4797.60' (FL)

END OF DITCH

4802.31'

(EX. RIM)

4802.08 (EX. TC)

MATCH EG

4796.97' (EX. EOP)

MATCH EG

4797.02' (EX. EOP)

MATCH EG

4804.39' (FG)

4804.89' (TC)

4804.99' (TC)

4804.49' (FG)

4807.00' (RIM)

4797.00' (FL)

MATCH EX AC

SEE C-104

FOR EXTENTS

MATCH EX AC

SEE C-104

FOR EXTENTS

4798.13' (TC)

4797.63' (EX. EOP)

MATCH EG

4798.59' (TC)

4798.09' (EOP)

4798.57' (TC)

4798.07' (EOP)

4798.62' (TC)

4798.12' (EX. EOP)

MATCH EG

4797.95' (EX. EOP)

MATCH EG

4797.22' (EX. EOP)

MATCH EG

4798.27' (TC)

4797.77' (FL)

4798.77' (TC)

4798.22' (FL)

4801.93' TC

4801.43' (FL)

HIGH POINT (EAST SIDE)

4802.00' (TC)

4801.50' (FL)

HIGH POINT (WEST SIDE)

4801.63' (FG)

HIGH POINT AT CENTERLINE

SEE PROFILE A1/C-201

4798.70' (FG)

HIGH POINT AT CENTERLINE

SEE PROFILE A1/C-203

4799.91' (TC)

4799.41' (FL)

4799.94' (TC)

4799.44' (FL)

4798.60' (EG)

TOP OF DITCH

SEE PROFILE B1/C-206

4801.93' TC

4801.43' (FL)

HIGH POINT (EAST SIDE)

4802.00' (TC)

4801.50' (FL)

HIGH POINT (WEST SIDE)

4797.70' (FL)

END OF DITCH

4799.20' (FG)

TOP OF DITCH

SEE PROFILE A3/C-206

4799.20' (FG)

TOP OF DITCH

SEE PROFILE A3/C-206

4812.68' (EOP)

4796.53' (EG)

ELECTRICAL FEATURE

TO REMAIN AS-IS

GRADE AROUND IT

MATCH EX AC

FOR EXTENTS

MATCH EX AC

SEE C-104

FOR EXTENTS

4795.16' (EG)

MATCH EG

4795.95' (FG)

4795.55' (EG)

4801.77' (TC)

4801.27' (FL)

4801.58' (TC)

4801.08' (FL)

4801.94' (TC)

4801.44' (FL)

4801.99' (TC)

4801.49' (FL)

4806.90' (TC)

SECTION A-A

SEE C-107

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

D E

S I G

C O

N S

T R

U C

A S

A T

A N

O P

S P

E C

T I O

A C

I L

I T

H I L

J E

R S

U S

A C

R O

J E

100% SUBMITTAL

S A

C R

A M

E N

T R

I C

R M

S A

C R

A M

E N

T R

I C

I N

O U

I G

T R

E E

S A

C R

A M

E N

T O

R O

C H

E N

R O

C H

E N

S T

V A

N K

O s

S T

V A

N K

A N

S I

W X

X X

W X

X X

A R

H I L

F B

U T

A H

C-106

G R

A D

I N

L A

GRADING PLAN (1)

HORIZONTAL SCALE: 1" = 20'

M A

T C

H L

I N

S E

M A

T C

H L

I N

S E

GRADING NOTES:

1. SEE A1/C-401 FOR ADDITIONAL

SITE, GRADING, AND

GEOMETRIC INFORMATION.

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4802.1

AutoCAD SHX Text 4802.2

AutoCAD SHX Text 4798.3

AutoCAD SHX Text 4795.6

AutoCAD SHX Text 4794.6

AutoCAD SHX Text 4797.9

AutoCAD SHX Text 4799.0

AutoCAD SHX Text 4797.1

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

KRAIL

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

W H

E R

END

ROADWAY

BLOCKED

ROADWAY

TOP OF

SLOPE

EDGE

ROADWAY

CURB

GUTTER

CURB

GUTTER

CURB

GUTTER

DIRT

TOE OF

SLOPE

TOP OF

SLOPE

TOE OF

SLOPE

ASPHALT

8' CHAIN LINK

FENCE W/

BARBED

WIRE TOP

BLDG

X X

B X

FLOWLINE

7' TRAPEZOID DITCH

SIDE SLOPES: 3H:1V (MAX)

RIPRAP AT ALL SIDES

FLOWLINE

V-SHAPED DITCH

SIDE SLOPES: 3H:1V (MAX)

SECTION B-B

SEE C-107

4809'

GRADING LIMITS

4815.76' (EX. TC)

MATCH EG

4812.70' (TC)

4812.20' (FL)

4811.81' (TC)

4811.31' (FL)

4806.03' (TC)

4805.53' (FL)

4802.54' (EX. EOP)

MATCH EG

48…

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 Jul 11, 2020.