Dwgs_V1_a3.pdf

PDF 6 MB Posted Apr 29, 2015

Attached to: FY14 MCA PN67157 USARPAC Command and Control Facility (C2F) Phase 2, Fort Shafter, Oahu, Hawaii
Solicitation number: W9128A-15-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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15b1 Dwgs V1 a3 - advance copy

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D es ig ne d by

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FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

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GENERAL CONSTRUCTION NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS ARE

FROM TOPOGRAPHIC SURVEY/MAPPING FOR THE FY11 MCA PN 065650

USARPAC, COMMAND AND CONTROL FACILITY, FORT SHAFTER, OAHU, BY

SAM O. HIROTA, INC., JUNE 2010, AND FROM PHASE 1 DESIGN DRAWINGS.

2. COORDINATES AND AZIMUTHS ARE REFERRED TO HAWAII STATE PLANE

COORDINATE SYSTEM ZONE 3, NAD83 HARN (1993) ADJUSTED BY THE

NATIONAL GEODETIC SURVEY IN DEC. 1998.

3. ELEVATIONS ARE BASED ON CORPS OF ENGINEERS BM-29 (BRASS DISK)

ELEV.=93.15 FT. MEAN SEA LEVEL (MSL) 1983-2001 TIDAL EPOCH. SEE

SHEET CS101 FOR LOCATION.

4. AZIMUTHS ARE MEASURED CLOCKWISE FROM TRUE SOUTH. DISTANCES

IN U.S. SURVEY FEET. REFER TO OVERALL SITE PLAN FOR BENCHMARKS.

5. IN THE EVENT ANY HUMAN REMAINS, ARTIFACTS, OR

ARCHAEOLOGICAL/CULTURAL RESOURCES ARE UNCOVERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK

AND NOTIFY THE CONTRACTING OFFICER, US ARMY GARRISON - HAWAII

CULTURAL RESOURCE MANAGER, DR. LAURIE LUCKING AT (808) 655-9707,

AND THE HONOLULU ENGINEER DISTRICT ARCHAEOLOGIST, MR. KANALEI

SHUN AT (808) 438-7000.

6. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER FOR THE

DISPOSITION OF UNDERGROUND UTILITIES UNCOVERED AND NOT

IDENTIFIED ON THE PLANS WHICH INTERFERES WITH NEW

CONSTRUCTION.

7. WHEN CHANGES IN ALIGNMENT OR GRADE FOR THE PROPOSED UTILITIES

ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

UNDERGROUND UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY

INFORM THE CONTRACTING OFFICER FOR DIRECTION ON HOW TO

PROCEED.

8. THIS PROJECT SHALL MEET THE ARCHITECTURAL BARRIERS ACT (ABA)

ACCESSIBILITY STANDARD FOR FEDERAL FACILITIES.

9. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF

APPROVED PLANS AT THE PROJECT SITE DURING THE CONSTRUCTION.

THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND

DETAILS SHOWN ON THE DRAWINGS PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE CONTRACTING OFFICER FOR CLARIFICATION.

10. WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO COMPLETE

THE PROJECT, ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE

CONTRACT DOCUMENTS, SHALL BE FURNISHED AND PERFORMED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT

AREA AND SURROUNDING AREA FREE FROM RUBBISH, DUST, NOISE,

EROSION, ETC. THE WORK SHALL BE DONE IN CONFORMANCE WITH THE

AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF

THE STATE DEPARTMENT OF HEALTH.

12. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL OR BETTER

CONDITION, ALL IMPROVEMENTS DAMAGED AS A RESULT OF THE

CONSTRUCTION, INCLUDING PAVEMENTS, EMBANKMENTS, CURBS, SIGNS,

LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC.

DEMOLITION AND RESTORATION OF EXISTING ITEMS SHALL BE

INCIDENTAL AND INCLUDED IN THE CONTRACT PRICE.

13. ALL EXISTING UTILITIES TO REMAIN IN USE, WHETHER OR NOT SHOWN ON

THE PLANS, SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR

DURING CONSTRUCTION UNLESS SPECIFIED ON THE PLANS TO BE

ABANDONED. ANY DAMAGES TO EXISTING UTILITIES SHALL BE REPAIRED

AND PAID FOR BY THE CONTRACTOR.

14. IN THE EVENT THAT CONTRACTOR DISCOVERS HAZARDOUS MATERIALS,

SUCH AS ASBESTOS MATERIALS, LEAD PAINT, ETC., THAT ARE NOT

IDENTIFIED ON THE CONTRACT DOCUMENTS; THE CONTRACTOR SHALL

IMMEDIATELY STOP WORK IN THIS AREA AND INFORM THE CONTRACTING

OFFICER OF THE SITUATION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL FEDERAL,

STATE & LOCAL PERMITS AND APPROVALS REQUIRED FOR

CONSTRUCTION.

16. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE

DIRECTORATE OF PUBLIC WORKS (DPW) PRIOR TO START OF ANY

EXCAVATION OR GRADING ACTIVITIES.

17. THE CONTRACTOR SHALL NOTIFY DPW AND AQUA ENGINEERS IN WRITING

AT LEAST 45 DAYS PRIOR TO CONNECTING TO OR COMMENCING WORK TO

THE EXISTING WATER AND SANITARY SEWER SYSTEMS.

18. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE

CONTRACTING OFFICER AND DPW FOR ACCEPTANCE FOR WORK WITHIN

STREETS AND ROADS. TRAFFIC CONTROL PLANS SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF MUTCD AND BASE

REQUIREMENTS. FOR WORK INVOLVING ROAD OR STREET CLOSURE, THE

CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN THAT INCLUDES

AS A MINIMUM THE FOLLOWING REQUIREMENTS:

A. A MINIMUM ROADWAY WIDTH OF 10 FEET SHALL BE OPEN AT ALL

TIMES.

B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS

COMPLETED, THE CONTRACTOR SHALL REMOVE OR COVER ALL

TRAFFIC DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE

PASSAGE OF TRAFFIC.

C. PROVIDE SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN

PAVEMENT AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC WHERE

NECESSARY TO PROVIDE SAFE PASSAGE OF TRAFFIC FOR OPEN

TRENCHES.

D. SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES

DURING THE CONSTRUCTION PERIOD.

19. IF ANY ACCIDENT OCCURS THAT RELEASES PETROCHEMICAL OR TOXIC

SUBSTANCES, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER REPRESENTATIVE (COR) AND THE DEPARTMENT OF HEALTH

(808) 586-4400.

20. PORTABLE TOILETS SHALL BE PROVIDED IN CONVENIENT LOCATIONS AT

THE CONSTRUCTION SITE. IT SHALL BE PROPERTY SECURED AND

LOCATED AS FAR AS POSSIBLE FROM DRAINAGE WAYS.

21. THE CONTRACTOR MAY USE THE STAGING AREA AT CHAMBERLAIN RD

FOR 18 MONTHS AFTER NTP. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTION OF THE HISTORIC SITE AS NOTED ON THIS SHEET FOR

THE 18 MONTH DURATION. THE CONTRACTOR SHALL FOLLOW THE

PROJECT LIMITS 18 MONTHS AFTER NTP AS SHOWN ON SHEET NO. C003.

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL,

STATE AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC

HEALTH, SAFETY AND ENVIRONMENTAL QUALITY.

2. 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, CONVENIENCE AND SAFETY OF

THE PUBLIC.

PUBLIC HEALTH, SAFETY & CONVENIENCE NOTES:

1. THE EROSION CONTROL PLAN ILLUSTRATES CONCEPTUAL EROSION

CONTROL MEASURES TO BE IMPLEMENTED PRIOR TO THE

COMMENCEMENT OF ANY GROUND DISTURBANCE, INCLUDING

DEMOLITION WORK. THE CONTRACTOR SHALL PREPARE THE STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH

THE REVISED HAR CHAPTER 11-55 APPENDIX C. THE CONSTRUCTION

SHALL NOT START UNTIL THOSE REQUIREMENTS ARE MET.

2. THE CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION TO ALL

INLETS IN THE VICINITY THAT MAY BE AFFECTED BY CONSTRUCTION

RUNOFF PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK.

3. THE CONTRACTOR SHALL COORDINATE STAGING AREAS WITH THE COR.

THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION INGRESS/EGRESS

TO HIS STAGING AREA PER DETAIL B1, SHEET CG501.

4. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN

PLACE BEFORE EARTHWORK OPERATIONS BEGIN.

5. EXPOSED TRENCHED AREAS SHALL BE PROTECTED FROM RUNOFF AND

WIND EROSION WITH STEEL PLATE COVERS UNTIL REPAVING CAN BE

ACCOMPLISHED.

6. DRAIN INLET PROTECTION SHALL BE MONITORED PERIODICALLY AND/OR

AFTER SIGNIFICANT RAINFALL EVENTS 0.5 INCHES OR GREATER FOR

STRUCTURAL INTEGRITY AND SEDIMENT BUILD-UP. DAMAGED OR

IMPROPERLY FUNCTIONING FILTERS SHALL BE REPLACED (PAID FOR BY

THE CONTRACTOR) AND SEDIMENT ACCUMULATION SHALL BE REMOVED.

AFTER EARTHWORK OPERATIONS, EXISTING CATCH BASINS AND DRAIN

MANHOLES SURROUNDING THE PROJECT SITE SHALL BE INSPECTED AND

ACCUMULATED SEDIMENT SHALL BE REMOVED. FLUSHING INTO THE CBs AND DMHs ARE PROHIBITED.

7. THE FINAL LIFT OF EACH DAY'S WORK SHALL BE COMPACTED TO

PREVENT EROSION OF FILL MATERIAL.

8. CONTRACTOR SHALL ENSURE ROADWAYS WILL BE PROTECTED FROM

MUD, DIRT, AND DEBRIS.

9. ALL BEST MANAGEMENT PRACTICES (BMPs) SHALL NOT BE REMOVED

UNTIL PROJECT COMPLETION.

10. WASHWATER FROM WASHDOWNS OF CONSTRUCTION EQUIPMENT,

VEHICLES AND CONCRETE TRUCK DRUMS SHALL NOT BE DISCHARGED

INTO DRAINAGE SYSTEMS NOR STATE WATERS.

11. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION

VEHICLES ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS

NOT TRACKED OFF THE CONSTRUCTION SITE. WASHING OFF TIRES WITH

WATER WILL NOT BE ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED

AND DOES NOT ENTER THE STORM DRAIN SYSTEM.

12. AT THE CONCLUSION OF ALL PROJECT WORK, ALL BEST MANAGEMENT

PRACTICES SHALL BE REMOVED AND THE AREA SHALL BE RESTORED TO

ITS ORIGINAL CONDITION, OR BETTER, UPON ACCEPTANCE OF THE

PROJECT BY THE CONTRACTING OFFICER.

13. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY STABILIZATION

WITHIN 14 CALENDAR DAYS OF INITIAL DISTURBANCE. THE CONTRACTOR

SHALL KEEP A DAILY GRADING LOG AND MAP IDENTIFYING DATES OF

AREAS WHEN MAJOR GRADING ACTIVITIES ARE OCCURRING. THE DAILY

LOG AND MAP SHALL BE USED TO IDENTIFY AREAS THAT SHALL BE

TEMPORARILY STABILIZED.

14. FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL), EROSION

CONTROL MATTING SHALL BE INSTALLED.

15. ALL EARTH BASINS, TRAPS, BERMS, DIVERSIONS, WATERWAYS, SWALES,

DITCHES AND RELATED STRUCTURES SHOULD BE STABILIZED

IMMEDIATELY AFTER THEY ARE BUILT. BEFORE A STORMWATER

CONVEYANCE STRUCTURE IS MADE OPERATIONAL, ADEQUATE OUTLET

PROTECTION AND ANY REQUIRED LINING SHALL BE INSTALLED OR

ESTABLISHED.

16. THE PROJECT SITE IS ON SLOPING GROUND AND MAY RECEIVE LARGE

STORMWATER FLOWS, THE CONTRACTOR IS RESPONSIBLE TO MANAGE

OFFISTE STORMWATER TO MEET LOCAL, STATE, AND FEDERAL

REGULATIONS AND TO SPECIFICATION REQUIREMENTS.

17. ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT MEASURES

TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE

CONSTRUCTION SITE WILL BE REDUCED TO THE MAXIMUM EXTENT

PRACTICABLE AND WILL NOT CAUSE OR CONTRIBUTE TO AN EXCEEDANCE

OF WATER QUALITY STANDARDS.

EROSION & SEDIMENT CONTROL NOTES:

1. SITE 5341 - KAHAUIKI ROCK SHELTER IS A HISTORICAL SITE THAT HAS

BEEN LOCATED BY GARRISON'S ARCHAEOLOGIST WITH A 100' RADIUS

TAPED OFF AREA. THIS AREA WILL BE POSTED TO KEEP OUT AND WILL

REMAIN IN PLACE THROUGHOUT THE PROJECT. SEE SHEET C003 FOR

GENERAL LOCATION OF HISTORIC SITE.

2. CONTRACTOR TO REPAIR EXISTING SECONDARY FENCE AS REQUIRED

TO MAINTAIN FENCE LINE.

3. CONTRACTOR TO NOTIFY GOVERNMENT IF GOVERNMENT'S FENCE

NEEDS TO BE REPAIRED.

4. CONTRACTOR TO REMOVE SECONDARY FENCE AT END OF

CONSTRUCTION.

5. ALL FENCING, INCLUDING GOVERNMENT FENCE, TO REMAIN IN PLACE

UNTIL END OF CONSTRUCTION.

6. CONTRACTOR SHALL RESTORE 10-FOOT AREA BETWEEN

GOVERNMENT'S AND GENERAL CONTRACTOR'S REMOVED FENCES WITH

GRASS AND NON-DESCRIPT LANDSCAPING TO BLEND WITH EXISTING

LANDSCAPING.

7. ONCE CONTRACTOR HAS RESTORED AREA, THEY SHALL INFORM

RESIDENT ENGINEER IMMEDIATELY.

HISTORIC SITE NOTES:GRADING, CLEARING & GRUBBING AND DEMO NOTES:

1. NO CONTRACTOR SHALL PERFORM ANY GRADING, CLEARING & GRUBBING

AND DEMO OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR

DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING

PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH

VIOLATIONS OCCUR, THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL

REMEDIAL ACTIONS NECESSARY.

2. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT

AREA AND SURROUNDING AREA FREE FROM DUST NUISANCE.

3. ALL VOIDS AND CAVITIES CREATED BY THE REMOVAL SHALL BE

BACKFILLED AND COMPACTED IN MAXIMUM 8-INCH LIFTS WITH FILL

MATERIAL TO MATCH EXISTING SURROUNDING SOILS AND GRADES. THIS

TYPE OF ACTION SHALL BE PAID FOR BY THE CONTRACTOR.

4. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS

FROM DAMAGING THE CUT FACE OF AN EXCAVATION OR THE SLOPED

SURFACES OF A FILL. FURTHERMORE, ADEQUATE PROVISIONS SHALL BE

MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.

5. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS

SOON AS FINAL GRADES HAVE BEEN ESTABLISHED. PLANTING SHALL NOT

BE DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED.

GRADING TO FINAL GRADE SHALL BE CONTINUOUS AND ANY AREA WITHIN

WHICH WORK HAS BEEN INTERRUPTED OR DELAYED, SHALL BE PLANTED.

6. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.

7. THE LIMITS OF THE AREA TO BE GRADED, CLEARED AND DEMOLISHED

SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF THE WORK.

8. ALL GRADING, CLEARING & GRUBBING AND DEMO OPERATIONS SHALL BE

PERFORMED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF

THE STATE DEPARTMENT OF HEALTH, WATER POLLUTION CONTROL AND

WATER QUALITY STANDARDS.

9. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE

PERMANENT EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED.

10. IF CONTAMINATED SOILS ARE ENCOUNTERED, THE CONTRACTOR SHALL

IMMEDIATELY INFORM THE CONTRACTING OFFICER.

11. THE CONTRACTOR SHALL NOT START CONSTRUCTION NOR MOBILIZE TO

THE SITE UNTIL APPLICABLE REQUIREMENTS STATED IN THE APPROVED

CONDITIONAL NGPC (FILE NO. H1R10D343) HAVE BEEN MET.

12. NON-COMPLIANCE TO ANY OF THE ABOVE REQUIREMENTS IN NOTES 1

THROUGH 11 SHALL MEAN IMMEDIATE SUSPENSION OF ALL WORK, AND

REMEDIAL WORK SHOULD COMMENCE IMMEDIATELY. ALL COSTS

INCURRED SHALL BE BILLED TO THE VIOLATOR. FURTHERMORE,

VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE, CIVIL AND/OR

CRIMINAL PENALTIES.

13. THE ITEMS TO BE REMOVED SHALL BE VERIFIED WITH THE

CONTRACTING OFFICER BEFORE THE COMMENCEMENT OF DEMOLITION

WORK. ITEMS INDICATED TO BE DEMOLISHED AND REMOVED SHALL BE

REMOVED TO THEIR FULL EXTENT, UNLESS OTHERWISE ACCEPTED BY

THE CONTRACTING OFFICER.

14. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY

THE ENGINEER FROM HIS RESEARCH OF EXISTING RECORDS ARE

INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE

LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER

CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS OF NEW

UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE

THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

1. ALL PROJECTS THAT INVOLVE A NEW CONNECTION TO THE EXISTING

COLLECTION SYSTEM SHALL REQUIRE SUBMITTAL OF THE ASSOCIATED

PERMIT. THE CONTRACTOR SHALL SUBMIT THE PERMIT TO AQUA

ENGINEERS PRIOR TO CONSTRUCTION. CONSTRUCTION MAY NOT BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL OF THE

SUBMITTED PERMIT APPLICATION. AQUA ENGINEERS SHALL REVIEW AND

PROVIDE THE CONTRACTOR A WRITTEN RESPONSE TO THE PERMIT

APPLICATION WITHIN FOURTEEN (14) CALENDAR DAYS AFTER RECEIPT OF

THE APPLICATION.

2. PRIOR TO ACCEPTANCE OF ANY SANITARY SEWER LINE AND SEWER

MANHOLE, THE SAID LINE SHALL BE INTEGRITY TESTED AS SPECIFIED IN

THE AQUA ENGINEERS CONSTRUCTION PROTOCOL WITH AN AQUA

ENGINEERS REPRESENTATIVE PRESENT. MINIMUM 72 HOUR ADVANCE

NOTICE REQUIRED FOR ALL INSPECTIONS AND TESTS. AT LEAST ONE

PRECONSTRUCTION MEETING WITH AQUA ENGINEERS WILL BE HELD

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

AQUA ENGINEERS SANITARY SEWER NOTES:

GRAPHIC SCALES

es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

L E G E N DA B B R E V I A T I O N S

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ABA ARCHITECTURAL BARRIERS ACT

AC, A.C. ASPHALT CONCRETE

ACP ASPHALT CONCRETE PAVEMENT

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDITIONAL

AL, ALUM ALUMINUM

APPROX APPROXIMATELY

ARV AIR RELEASE VALVE

AWWA AMERICAN WATERWORKS

ASSOCIATION

BB BOTTOM OF BANK

BC BOTTOM OF CURB

B COR BUILDING CORNER

BDY BOUNDARY

BL BASE LINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BMP BEST MANAGEMENT PRACTICE

BOT BOTTOM

BV BOTTOM VERTICAL BEND

BVC BEGIN VERTICAL CURVE

BW BOTTOM OF WALL

BWS BOARD OF WATER SUPPLY

C CHORD

CA CENTRAL ANGLE

CB CATCH BASIN

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

COMM COMMUNICATION

CONT CONTINUOUS

CL CENTER LINE/CURVE LENGTH/CLASS

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNO "CANNOT OPEN"

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

COSA CONTRACTOR'S OPERATIONS

AND STORAGE AREA

COTG CLEAN OUT TO GRADE

CP CONTROL POINT

CRM CEMENT RUBBLE MASONRY

CSA CONTRACTOR'S STAGING AREA

CSP CORRUGATED STEEL PIPE

CU COPPER

CHWS CHILLED WATER SYSTEM

CHWR CHILLED WATER RETURN

CY CUBIC YARD

D DIAMETER, DRAIN

DEMO DEMOLISH

DET / DTL DETAIL

DI DRAIN INLET

DIA DIAMETER

DIAG DIAGONAL

DIP DUCTILE IRON PIPE

DIST DISTANCE

DMH DRAIN MANHOLE

DL DRAINLINE

DLX EXISTING DRAINLINE

DPW DIRECTORATE OF PUBLIC WORKS

DW, D/W, DWY DRIVEWAY

DWG(S) DRAWING(S)

E ELECTRICAL, EAST

EA EACH

EC END CURVE

ECM EROSION CONTROL MATTING

ECP EDGE OF CONCRETE PAVEMENT

EG EXISTING GRADE

ELEC ELECTRIC, ELECTRICAL

EL, ELV, ELEV ELEVATION

EMB EMBANKMENT

EMH ELECTRIC MANHOLE

ENCL ENCLOSURE

EP EDGE OF PAVEMENT

EPB ELECTRIC PULLBOX

EQ EQUAL DISTANCE

ER EDGE OF ROAD

ES EDGE OF SHOULDER

ESMT EASEMENT

EVC END VERTICAL CURVE

EXC EXCAVATION

EXP EXPANSION

EXP JT EXPANSION JOINT

EXST, EXIST,

EXT'G, EX

EXISTING

EW EACH WAY

FG FINISH GRADE

FH FIRE HYDRANT

FI FIELD INLET

FIN FINISHED

FL FLOW LINE

FLR FLOOR

FS FINISHED SURFACE

FT FEET

G, GR, GRD GRADE, GROUND

GAL GALLON

GB GRADE BREAK

g1 GRADE IN (%) g2 GRADE OUT (%)

GALV GALVANIZED

GEN GENERAL

GDI GRATED DROP INLET

GDR GUARDRAIL

GMH GAS MANHOLE

GP GATE POST

GRND GROUND

GRVL GRAVEL

GRP GROUTED RUBBLE PAVING

GS GALVANIZED STEEL

GUY GUY WIRE ANCHOR

GV GATE VALVE

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

ID INSIDE DIAMETER

IN INCH(ES)

INV INVERT

K RATE OF CURVATURE

KV KILO-VOLT

L, LG LENGTH

LBS POUNDS

LC LENGTH OF CURVE

LF LINEAR FEET

LIN LINEAR

LOG LIMITS OF GRADING

LOGT LIMITS OF GROUND TOPO

LP LOW POINT

LT LEFT, CURVE LENGTH

M&O MAINTENANCE AND OPERATION

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MSL MEAN SEA LEVEL

N NORTHING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/S OFFSET

OC ON CENTER

OD OUTSIDE DIAMETER

OH, O/H OVERHEAD

OPS OPERATIONS

PAV'T, PVMT PAVEMENT

PRKG PARKING

PC, POC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE,

PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PH PHASE

PI POINT OF INTERSECTION

PL PLATE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCE VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

Q FLOW RATE

R RADIUS/ REINFORCED

RC REINFORCED CONCRETE

RCJ REINFORCED CONCRETE JACKET

RCP REINFORCED CONCRETE PIPE

RD ROAD

REINF REINFORCEMENT

REF REFERENCE

REQD, REQ'D REQUIRED

RIB ROCKFALL IMPACT BARRIER

RPM RAISED PAVEMENT MARKER

RT RIGHT

R/W, ROW RIGHT OF WAY

S SLOPE, SEWER, CANOPY SHADE

SC STREAM CROSSING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SILT FENCE, SQUARE FOOT (FEET)

SHLDR SHOULDER

SHT(S) SHEET(S)

SL SEWERLINE

SMH SEWER MANHOLE

SPECS SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

STA STATION

STD STANDARD

STL STEEL

SUBGR SUBGRADE

ST STREET

T TANGENT

TB TOP OF BANK

TC TOP OF CURB

TCP TRAFFIC CONTROL PLAN

THK THICK

TL TEST LEVEL

TP TOP OF PAVEMENT

TRANS TRANSITION

TV TOP OF VALVE/TOP VERTICAL BEND

TYP TYPICAL

UP UTILITY POLE

V VERTICAL/VELOCITY

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INFLECTION

VPT VERTICAL POINT OF TANGENCY

W, WTR WATER

WF WATER FEATURE, WATER FOUNTAIN

WL WATER LINE

WMH WATER MANHOLE

WWM WELDED WIRE MESH

WV WATER VALVE

W/ WITH

W/O WITHOUT

YD YARD

EXISTING GAS

EXISTING ELECTRIC

EXISTING SEWER

EXISTING WATER

EXISTING STORM DRAIN

SSx

SDx

X X

S D

X X

C H A P P L E A R

S D

X X

S D

X X

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

EXIST

ARRIVAL

(PH 1)

COMMAND

(PH 3B)

SECURE

OPS

(PH 3A)

MAIN

OPS

(PH 2)

EXIST

CENTRAL PLANT

(PH 1)

EXIST

GENERATOR

YARD

(PH 1)

T A

C P

H 3A

ANTENNA

FARM

(PH 3A)

BELO

G R

ELEC

(PH

S U

P P

O R

T O

P S

(P H

W I S S E R

R O A D

F U

N S

T O

CHAMBERLAIN

P A

R K

A R T Y H I L L R D.

A R T

Y H I L

L R

A U

S T

I N

E E

P I E R C E S T R E E T

R O

A D

RD.

BELO

G R

ELEC

(PH

4A)

COURTYARD

(PH 4A)

(P H

SEE INSET THIS SHEET

W I S S E R R O A D

F U

N S

A R

R D.

R D

A U

S T

E E

P I E R C E S T R E E T

R D

SIMPSON-WISSER

FAMILY HOUSING

AREA

DEVELOPMENT

CHILD

DEVELOPMENT

CENTER

H A

BOWLING

ALLEY

CHILD

DEVELOPMENT

CENTER

EXPANSION

C2F MAIN

FACILITY

B U R R R O A D

LIBRARY

PHYSICAL

FITNESS

CENTER

COMMUNITY

CENTER

SUBSTATION

(BY HECO)

PLAYGROUND

EXIST

UTILITY

TUNNEL

(PH 1)

UTILITY

TUNNEL

(PH 2)

UTILITY

TUNNEL

(PH 3A)

PROJECT

LIMITS

PROJECT

LIMITS

EXIST

SWITCH

BUILDING

(PH 1)

SCALE: 1"=100'

0 100' 200'

SCALE: 1"=200'

0 200 400

EXIST

COMM HUB

(PH 1)

C H A M B E R L A I N R D.

A1 C003

GENERAL PLAN

1" = 200'

A3 C003

INSET

1" = 100'

1. SEE SHEET C001 & C002 FOR GENERAL CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THE CONTRACTOR SHALL FOLLOW THE PROJECT LIMITS 18

MONTHS AFTER NTP AS SHOWN BELOW. ALL WORK OUTSIDE OF

THESE LIMITS SHALL BE COMPLETED WITHIN 18 MONTHS AFTER

NTP. ACCESS TO THE SITE AND STAGING AREAS SHALL BE WITHIN

THE PROJECT LIMITS SHOWN BELOW.

NOTES THIS SHEET:

HISTORIC SITE

(100' RADIUS)

SEE NOTES ON

SHEET C001

HISTORIC SITE

(100' RADIUS)

SEE NOTES ON

SHEET C001

C 2F

_P H

2- C

-0

A pr il

, 2

C003

G E

N E

R A

L P

G N

/T J/

K R

A F/

P M

BARRACKS

(502, 503A, 503 B)

PARKING

STRUCTURE

(PH 4B)

RICHARDSON

THEATER

JOE

TAKATA

FIELD

C O

N C

R E

A V

E M

E N

T (P

NEW SEWERLINE

NEW STORM DRAIN

NEW FUEL LINE

PROJECT LIMITS

NEW AC

NEW CONCRETE

NEW BUILDINGS

NEW UTILITY TUNNEL

EXIST PHASE WORK

EXIST UTILITY TUNNEL

FUTURE PHASE WORK

FUTURE UTILITY TUNNEL

LEGEND:

EXISTING

MECHANICAL YARD

(PH 1)

EXISTINGGOVERNMENT

TRAILERS

EXISTING

GOVERNMENT

TRAILERS

CONTRACTOR

STAGING AREA

CONTRACTOR

STAGING AREA

(PH 2)

M I

D D

K A U A S T

B E

N N

EXISTING

AC PAVEMENT

(PH1)

CONTRACTOR

TRAILERS

(PH 2)

CONTRACTOR

TRAILERS

FUEL

UNLOADING

CONTAINMENT

AREA (PH 3A)

A R T Y H I L L

A R T

Y H I L

PROJECT LIMITS

(SEE GENERAL

CONSTRUCTION

NOTE 21)

EXIST

ARRIVAL

(PH 1)

MAIN

OPS

(PH 2)

EXIST

CENTRAL PLANT

(PH 1)

EXIST

GENERATOR

YARD

(PH 1)

BELO

G R

ELEC

(PH

S U

P P

O R

T O

P S

(P H

E E

BELO

G R

ELEC

(PH

4A)

COURTYARD

(PH 4A)

EXIST

UTILITY

TUNNEL

(PH 1)

UTILITY

TUNNEL

(PH 2)

PROJECT LIMITS

18 MONTHS AFTER

NTP (SEE NOTE 2,

THIS SHEET)

EXIST

COMM HUB

(PH 1)

C O

N C

R E

A V

E M

E N

T (P

EXISTING

AC PAVEMENT

(PH1)

CONTRACTOR

TRAILERS

(PH 2)

B5 C003

PHASED PROJECT LIMITS

1" = 100'

X X

PARKING

STRUCTURE

(PH 4B)

A U

S T

E E

C H A

P P

L E

A R

R O A

N S

P A

A R T

P I E R C E S T

H A

SEE INSET AT RIGHT

°3

8'2 7"

°2 8'

°5

1'5 9"

4.8

°5

129°11'48" 171.02

200°58'29"

240.13

BENCHMARK:

BM-33

65,343.842 N 1,681,335.198 E

ELEV=132.07 FT.

Shaft-69 65,289.384 N 1,681,202.805 E

ELEV=125.06 FT.

Shaft-68 65,119.909 N 1,681,063.245 E

ELEV=114.06 FT.

Shaft-67 (12" Pipe w/Plug) 64,961.651 N 1,680,807.569 E

ELEV=102.65 FT.

Shaft-56 (12" Pipe w/Plug) 65,691.358 N 1,680,539.392 E

ELEV=133.03 FT.

Shaft-55 (12" Pipe w/Plug) 65,887.356 N 1,680,789.254 E

ELEV=137.06 FT.

SHAFT-54

66,003.494 N 1,681,007.747 E

ELEV=145.85 FT.

Shaft-62 65,596.492 N 1,681,044.223 E

ELEV=151.70 FT.

Shaft-58 (BM-29) (31

2" Pipe w/Plug) 65,280.029 N 1,680,205.463 E

ELEV=93.15 FT.

Shaft-77 (12" Pipe w/Plug) 65,239.690 N 1,679,883.140 E

ELEV=85.74 FT.

203°22'43"

194.08

Shaft-65 65,774.639 N 1,681,121.236 E

ELEV=169.99 FT.

Shaft-87 ("Y" Cut on TC) 63,740.270 N 1,680,389.710 E

ELEV=77.14 FT.

Shaft-88 (Magnail on AC) 63,441.413 N 1,680,436.840 E

ELEV=78.80 FT.

Shaft-52

65,779.275 N 1,680,921.790 E

ELEV=171.47 FT.

110°56'53" 344.42

9°

1°

'58

Shaft-59 (12" Pipe w/Plug) 65,156.891 N 1,680,527.121 E

ELEV=114.04 FT.

Shaft-61 ("12"Pipe w/Plug) 65,421.561' N 1,680,900.939' E

ELEV=135.68 FT.

Shaft-60 ("12"Pipe w/Plug) 65,265.458 N 1,680,751.531 E

ELEV=122.26 FT.

°1

°4

08 151°43'02"342.55

271° 1 9' 54"

199.50

277° 20' 34"

649.17

Shaft-4 (12" Pipe w/Plug) 63,640.81 N 1,680,283.12 E

ELEV=73.37 FT

Shaft-90 (Magnail on AC) 63,376.32 N 1,680,267.7 E

ELEV=73.48 FT

23°52'27"

170.46

132°11'27" 135.17

6°

219° 19' 14" 226.12

A R T Y

H I L L R D.

211°59'44" 254.99

W A R N E R R D

H I L

L R

X X

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

SCALE: 1"=100'

0 100' 200'

N S

P A

A R T

Y H I L

L R

P I E R C E S T

H A S E D R.

UTILITY

TUNNEL

(PH 2)

UTILITY

TUNNEL

(PH 3A)

33.00' AT/FP

SETBACK LINE

82.00' AT/FP

SETBACK LINE

A R T Y H I L L R D.

COMMAND

CENTER

(PH 3B) ARRIVAL

(PH 1)

SECURE

OPS

(PH 3A)

ANTENNA

FARM

(PH 3A)

H 3A

MAIN OPS

(PH 2)

S U

P P

O R

T O

PRIMARY

SWITCH GEAR

(PH 1)

CONCRETE

WALKWAY (PH 1)

CS101

O V

E R

E P

G N

/T J/

K R

A F/

P M

PARKING

(PH 1)

GENERATOR

YARD (PH 1)

CENTRAL PLANT

(PH 1)

COMM.

HUB (PH 1)

R E

E T

A U

S T

A.C. PAVEMENT

(PH 1)

CONCRETE PAVEMENT

(PH 2)

UTILITY

TUNNEL

(PH 1)

COURTYARD

(PHASE 4A)

BELOW GRADE

ELEC AREA

(PH 2)

CONC.

WALKWAY

(PH 2)

A.C.

(PH 2)

CONC.

(PH 2)

SCALE: 1"=200'

0 200 400

LEGEND:

CONC.

SIDEWALK

(PH 2)

PROJECT LIMITS

C H A M B E R L A I N R

C H A M B E R L A I N R D.

CS101

OVERALL SITE PLAN

1" = 200'

CS101

INSET

1" = 100'

C 2F

_P H

2- C

A pr il

, 2

1. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE

DRAWINGS ARE FROM TOPOGRAPHIC SURVEY/MAPPING FOR THE

FY11 MCA PN 065650 USARPAC, COMMAND AND CONTROL

FACILITY, FORT SHAFTER, OAHU, BY SAM O. HIROTA, INC., JUNE

2010, AND FROM PREVIOUS PHASE'S DESIGN DRAWINGS.

2. COORDINATES AND AZIMUTHS ARE REFERRED TO HAWAII STATE

PLANE COORDINATE SYSTEM ZONE 3, NAD83 HARN (1993)

ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN DEC. 1998.

3. ELEVATIONS ARE BASED ON CORPS OF ENGINEERS BM-29 (BRASS

DISK) ELEV.=93.15 FT. MEAN SEA LEVEL (MSL) 1983-2001 TIDAL

EPOCH. BM-29, SEE C1 THIS SHEET.

4. AZIMUTHS ARE MEASURED CLOCKWISE FROM TRUE SOUTH.

DISTANCES IN U.S. SURVEY FEET

5. CONTRACTOR SHALL RE-ESTABLISH ALL SHAFTS AND

BENCHMARKS SHOWN THAT WERE DISTURBED DURING PHASE 2

CONSTRUCTION. CONTRACTOR SHALL FOLLOW THE

REQUIREMENTS IN SPECIFICATION SECTION 31 00 00 PARAGRAPH

3.21 RESTORATION OF CONTROLS.

6. CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO RESTORE

ANY MISSING CONTROLS NECESSARY FOR CONSTRUCTION AND

VERIFY ALL TIES PROVIDED ON THIS SHEET.

NOTES THIS SHEET:

PROJECT LIMITS

NEW AC

NEW CONCRETE

NEW BUILDINGS

NEW UTILITY TUNNEL

EXIST PHASE WORK

EXIST UTILITY TUNNEL

FUTURE PHASE WORK

FUTURE UTILITY TUNNEL

EXISTINGGOVERNMENTTRAILERS

CONTRACTOR

TRAILERS

(PH 2)

FUEL UNLOADING

CONTAINMENT

AREA (PH 3A)

CONTRACTOR

STAGING AREA

(PH 2)

PROJECT LIMITS

(SEE GENERAL

CONSTRUCTION

NOTE 21)

X X

X X X X X X X X X X X

2+88.73

1+00

2+00

MAIN OPS (PH 2),

SEE ARCHITECTURAL

PLANS

CENTRAL PLANT

(EXIST PH1)

DRIVEWAY

(EXIST PH1)

UTILITY TUNNEL (PH2),

SEE STRUCTURAL PLANS

SITE WALL, SEE

S125 FOR

TIE-DOWN

INFORMATION.

FOR PROFILE,

SEE SHT CG201

CONCRETE

WALKWAY

CONCRETE

WALKWAY

STEEL PLATE

CULVERT

CONCRETE

WALKWAY

BL DW-1

FOR PROFILE,

SEE CS201

P T:

PC: 1+12.53

093° 0 0' 00"

69.69

CS501

PARKING

(EXIST PH1)

129° 00' 00"140.07

5.00'

203° 00' 00"

67.49

CS501

5.00'

CS501

UTILITY TUNNEL

(EXIST PH1)

9.00'

7.00'

SOLID WHITE

STOP BAR

CS502

NEW CONCRETE

PAVEMENT

CS501

16.00'

REINFORCED

CONCRETE

PAVEMENT

CS501

GUARD

POSTS

CS501

GUARD POSTS,

FINAL LOCATION TO

BE DETERMINED

PER EQUIPMENT

MANUFACTURERS

RECOMMENDATION

CS501

PAVEMENT

CS501

33.00' AT/FP

SETBACK LINE

82.00' AT/FP

SETBACK LINE

TIE TO EDGE OF

EXIST DRIVEWAY

COMPACTOR

STRUCTURAL PAD SEE

A471 AND S123 FOR

INFORMATION

BL DW-1 STA

1+08.95

TRANSITION

CONCRETE

PAVEMENT

SECTION TO

AC SECTION

8.00'20.28'8.00'18.97'

G E

N E

R A

Y A

R D

(E X

P H

NEW

CONCRETE

HEADERS

℄ GRASS

SWALE

CS501

166° 00' 00"

33.66'

BELOW GRADE ELEC

AREA (PH2), SEE S124

FOR INFORMATION

38° 45' 00" 148.19'

038° 57' 36" 27.02

' 0

.9 2'

311° 19' 07" 20.39

G H

J K

113° 02' 37" 21.15'

023° 00' 22"

65.08 ℄ GRASS

SWALE

CS501

℄ GRASS

SWALE

REMOVABLE

B0LLARDS

(EXIST PH1)

CS501

CENTERLINE

GRASS SWALE

CATCH BASIN

(EXIST PH1)

CONC CURB

(EXIST PH1)

34.00'20.50'

106°01'19"

01.41

(TIE FROM "BM-33" TO COLUMN

GRID WORKING POINT)

COLUMN GRID

WORKING POINT

65,399.434 N 1,681,141.607 E

°0

0' (C

M N

G R

O R

G P

N E

R=25.0'

15.05'

16.00'

°3

8'2 7"

STA 0+54.37

STA 0+32.00

75.31'

70.50'

CONC

HEADER

(EXIST PH1)

COLD PLANE EXIST

PAVEMENT

001° 07' 22" 15.08

010° 46' 10" 22.32

038° 37' 48" 2.54

X X

X X X X X X X X X X X

A N

(6 0.

3 PANELS (34.00')

6 PANELS (70.50')

A N

(9 7.

G E

N E

R A

Y A

R D

(E X

P H

8.50'

CURVE DATA

NO.

39°31'53"

74°00'00"

88°59'27"

29°04'14"

82°31'48"

48°00'24"

90°00'00"

32°37'15"

Δ/2

19°45'57"

37°00'00"

44°29'44"

14°32'07"

41°15'54"

24°00'12"

45°00'00"

16°18'38"

29.619'

27.968'

11.564'

39.419'

22.000'

59.254'

20.000'

6.000'

25.000'

10.644'

21.076'

11.362'

10.220'

19.304'

26.386'

20.000'

6.000'

7.315'

20.033'

33.663'

16.209'

19.787'

29.020'

48.208'

28.284'

8.485'

14.042'

20.436'

36.122'

17.961'

20.000'

31.689'

49.647'

31.416'

9.425'

14.234'

C O O R D I N A T E T A B L E

POINT

NORTHING

65242.5589

65168.9317

65162.5203

65160.0330

65165.2843

65157.4726

65393.8653

65393.0212

65372.0083

65354.2661

65345.9720

65290.0823

65261.0851

65247.6257

65201.4665

65286.9625

65162.4730

65154.1740

65124.8077

65133.0855

EASTING

1680972.1092

1681088.8527

1681083.6608

1681086.6849

1681158.4509

1681176.8982

1681215.7582

1681199.5708

1681182.5792

1681173.8202

1681191.6046

1681146.3460

1681147.4929

1681162.8033

1681176.7069

1681256.3158

1681170.6535

1681163.9928

1681075.3296

1681055.8693

D E S C R I P T I O N

END BASELINE DW-1, STA 2+88.73

CORNER WALKWAY

END WALKWAY CURVE NO. 1

BEGIN CURVE NO. 1/CORNER

WALKWAY

BEGIN CURVE NO. 3/BEGIN CL

GRASS SWALE

END CURVE NO. 3

BEGIN CURVE NO. 4

END CURVE NO. 4

BEGIN CL GRASS SWALE

BEGIN CL GRASS CURVE NO. 5

END CL GRASS CURVE NO. 5

BEGIN CL GRASS CURVE NO. 6

END CL GRASS CURVE NO. 6

BEGIN CL GRASS SWALE

END CL GRASS SWALE

BEGIN CL GRASS SWALE

CORNER GRASS SWALE

2 PANELS

(16.0')9.0'

6 PANELS

(43.9')

2 PANELS

(12.8')

6.3'

E Q

. 3 PANELS

(32.5')5 PANELS

(40.1')9.0'

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CS102

E P

G N

/T J/

K R

A F/

P M

1. FOR BENCHMARK, CONTROL POINTS, AND AZIMUTH & DISTANCES,

SEE SHEET CS101.

2. BUILDING TIE-DOWNS ON THIS SHEET ARE TO OUTSIDE CORNER

OF CMU WALL. SEE ARCHITECTURAL PLANS FOR BUILDING

DIMENSIONS..

3. ALL TRAFFIC SIGN AND PAVEMENT MARKING INSTALLATIONS

SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS," 2009 EDITION, AS AMENDED, AND AS SHOWN ON THE

PLANS.

4. CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS SHOWN

THAT WERE DISTURBED DURING PHASE 2 CONSTRUCTION, OR

FROM CONSTRUCTION OF PREVIOUS PHASES.

NOTES THIS SHEET:

CS102

SITE PLAN - 1

1" = 20'

PROJECT LIMITS

AT/FP (ANTI-TERRORISM / FORCE

PROTECTION) SETBACK LINE

NEW CONCRETE

NEW AC

NEW BUILDINGS

NEW UTILITY TUNNEL

EXIST BUILDING/TUNNEL

REINFORCED

CONCRETE PAVEMENT

LEGEND:

KEY PLAN

PIERCE ST

WISSER RD

E E

ARTY H

ILL

R D.

WISSER

ROAD

P A

C 2F

_P H

2- C

A pr il

, 2

TRANSVERSE

CONTRACTION

JOINT (TYP.)

ISOLATION

JOINT

CS502

CS102

JOINTING PLAN

1" = 20'

JOINTING PLAN,

SEE INSET C1

SCALE: 1"=20'

0 20' 40'10'

MATCHLINE

SEE SHT CS103

CS102

CS103

COMPACTOR

STRUCTURAL

PAD SEE A471

AND S123 FOR

INFORMATION

CS502

ISOLATION

JOINT

LONGITUDINAL

CONSTRUCTION/

CONTRACTION

JOINT (TYP.)

CS502

R R R

R B4

CS501

REINFORCED

CONCRETE

PAVEMENT

CS501

CURVE NUMBER

COORDINATE POINTA

CS102

JOINTING PLAN

1" = 20'

JOINTING PLAN,

SEE INSET A1

ISOLATION JOINT, SEE

DTL D3, SHT CS502

ISOLATION JOINT, SEE

DTL D3, SHT CS502LONGITUDINAL

CONTRACTION

JOINT (TYP.)

CS502

TRANSVERSE

CONTRACTION JOINT (TYP.)

CS502

RRRR

RRR

X X X X

0+00

X X

ARRIVAL

(EXIST PH1)

UTILITY

TUNNEL

(EXIST PH1)

CONCRETE

D/W APRON

CONCRETE

WALKWAY

PT: 0+46.10

CONNECT & PROVIDE

SMOOTH TRANSITION TO

DRIVEWAY

P C

: 0 +0

27± LF CONCRETE

CURB & GUTTER

CS502

CS501

STEEL PLATE

CULVERT

CS501

16.00'

5.00'

7.00'

AC PAVEMENT

CS501

203° 00' 00" 67.486

33.00' AT/FP

SETBACK LINE

82.00' AT/FP

SETBACK

LINE

BELOW GRADE ELEC

AREA (PH2), SEE S124

166° 05' 31"

33.63'

BL DW-1

FOR PROFILE,

SEE CS201

℄ GRASS SWALE

CS501

℄ GRASS SWALE D4

CS501

℄ GRASS SWALE

CS501

337° 06' 43"

36.40'

23° 00' 22"

65.08'

38° 45' 00" 26.65'

TIE TO EXIST

SIDEWALK

B C

CS501

129° 01' 17" 8.97'

PROJECT LIMITS

CS501

38° 45' 00" 148.19'

CU x

E x

CURVE DATA

NO.

37°44'56"

75°51'43"

Δ/2

18°52'28"

37°55'52"

21.249'

28.040'

7.265'

21.853'

13.748'

34.473'

14.000'

37.127'

C O O R D I N A T E T A B L E

POINT

NORTHING

65073.1863

65059.4381

65021.3312

65025.6536

65004.8699

64886.8414

64879.6320

64877.8948

EASTING

1681030.4359

1681030.4759

1681077.7948

1681060.8443

1681044.1636

1680959.6936

1680958.5840

1680965.5923

D E S C R I P T I O N

BEGIN CURVE NO. 1

END CURVE NO. 1

BEGIN BL DW-1, STA 0+00

BEGIN CL GRASS SWALE

END CL GRASS SWALE

CORNER SIDEWALK

TIE TO EXIST SIDEWALK

CORNER GUTTER

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CS103

E P

G N

/T J/

K R

A F/

P M

1. FOR BENCHMARK, CONTROL POINTS, AND AZIMUTH & DISTANCES,

SEE SHEET CS101.

2. ALL TRAFFIC SIGN AND PAVEMENT MARKING INSTALLATIONS

SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS," 2009 EDITION, AS AMENDED, AND AS SHOWN ON THE

PLANS.

3. CONTRACTOR SHALL RE-ESTABLISH ALL BENCHMARKS SHOWN

THAT WERE DISTURBED DURING PHASE 2 CONSTRUCTION, OR

FROM CONSTRUCTION OF PREVIOUS PHASES.

NOTES THIS SHEET:

CS103

SITE PLAN - 2

1" = 20'

PROJECT LIMITS

AT/FP (ANTI-TERRORISM / FORCE

PROTECTION) SETBACK LINE

NEW CONCRETE

NEW AC

EXIST BUILDING/UTILITY TUNNEL

LEGEND:

KEY PLAN

CS102

PIERCE ST

WISSER RD

E E

ARTY H

ILL

R D.

WISSER

ROAD

P A

C 2F

_P H

2- C

A pr il

, 2

SCALE: 1"=20'

0 20'10' 40'

MATCHLINE

SEE SHT CS102

CS103

CURVE NUMBER

COORDINATE POINTA

X X

X X X

X X

W I S S E R R O A D

O A D

F U

N S

C H A M B E R L A I N R

H A

A R T Y H I L L R D.

A R T

Y H I L

L R

A U

S T

I N

E E

P I E R C E S T R E E T

PROJECT

LIMITS

EXISTING

DRAINAGE

DITCH

DUST SCREEN &

SILT FENCE

ARRIVAL

(EXIST PH1)

AC PAVEMENT (PH1)

C O

N C

R E

A V

E M

E N

MAIN OPS

(PH 2)

UTILITY

TUNNEL

(EXIST PH1)

UTILITY

TUNNEL

(PH 2)

CENTRAL PLANT

(EXIST PH1)

COMM HUB

(EXIST PH1)

GENERATOR YARD

(EXIST PH1)

EROSION CONTROL

ROLL (TYP)

0 12

EXISTING STABILIZED

CONSTRUCTION

INGRESS/EGRESS

EROSION CONTROL

ROLL (TYP)

S F

S F12

VEHICLE WASHDOWN,

SEE NOTE 8

EXISTING DOUBLE SWING

CONSTRUCTION GATE

INGRESS/EGRESS

CONCRETE TRUCK

WASHDOWN, SEE NOTE 8

SFx

SF x

SFx

EXISTING 7' HIGH

FE6 CONSTRUCTION FENCE

WITHOUT BARBED-WIRE AND

EXTENSION ARMS

3 EXISTING REMOVABLE BOLLARDS

WITH CHAIN AND PADLOCK

3 EXISTING REMOVABLE

BOLLARDS WITH CHAIN

AND PADLOCK

EXISTING 24' WIDE x 7'

HIGH DOUBLE SWING

CONSTRUCTION GATE

EXISTING DUST

SCREEN & SILT FENCE

S F

DUST SCREEN &

SILT FENCE

CONTRACTOR

TRAILERS, SEE

NOTE 10

R O

A D

STAGING

AREA

EXISTING 24' WIDE x 7'

HIGH DOUBLE SWING

CONSTRUCTION GATE

INGRESS/EGRESS

EXISTING STABILIZED

CONSTRUCTION

INGRESS/EGRESS

EXISTING 24' WIDE x 7'

HIGH DOUBLE SWING

CONSTRUCTION GATE

EXISTING GRAVEL ROAD

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

0 80' 160'40'

SCALE: 1"=80'

CG101

O V

E R

O S

E D

N T

C O

O L

N /K

A F/

P M

NOTES THIS SHEET:

STABILIZED CONSTRUCTION

INGRESS/EGRESS

GRATED DRAIN INLET

PROTECTION

CATCH BASIN

FILTER

NEW SILT FENCE / DUST SCREEN

EXIST SILT FENCE / DUST SCREEN

EROSION CONTROL ROLL

TEMPORARY EROSION

CONTROL MATTING

W/HYDROMULCH

PROPOSED NEW

BUILDING/STRUCTURE

EXIST BUILDING/STRUCTURE

PROJECT LIMITS

EXISTING CONTOURS

NEW CONTOURS

LIMITS OF GRADING

SWALE CENTERLINE

LEGEND:

CG501

1. SEE SHEET C001, "EROSION & SEDIMENT CONTROL NOTES"

& SHEET CG501 FOR NOTES & DETAILS.

2. DISTURBED AREA = 6.9 ACRES.

3. THE CONTRACTOR SHALL IMPLEMENT A SWPP IN

COMPLIANCE WITH THE REQUIREMENTS OF THE STATE

DOH'S STORMWATER POLLUTION PREVENTION PROGRAM.

THE SWPP SHALL INCORPORATE, AT A MINIMUM, THE

EROSION AND SEDIMENT CONTROL PLAN SHOWN ON THIS

SHEET.

4. DUST SCREEN SHALL MEET THE FOLLOWING CRITERIA AS A

RECOMMENDED MINIMUM: 15' TALL, 4" STEEL POSTS WITH 8'

SPACING, CLOTH BARRIER MADE OF "WOVEN GEOTEXTILE".

CLOTH BARRIER SHALL BE INSTALLED ON CONSTRUCTION

FENCE AND GATES. DUST SCREEN MAY BE USED AS SILT

FENCE IF CLOTH BARRIER MATERIAL MEETS THE SILT

FENCE REQUIREMENTS PER DETAIL

5. DURING CONSTRUCTION, ADDITIONAL PREVENTIVE

MEASURES SHALL BE INSTALLED BY THE CONTRACTOR AS

NEEDED TO CONTROL DUST AND/OR EROSION AND

SEDIMENT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING

OFFSITE STORM WATER THAT ENTERS THE PROJECT

LIMITS.

7. EROSION CONTROL MATTING WITH SEED SHALL HAVE A

MINIMUM 36-MONTH LIFE SPAN. TEMPORARY EROSION

CONTROL MATTING WITH HYDROMULCH SHALL HAVE A

MINIMUM 24-MONTH LIFE SPAN.

8. CONTRACTOR TO PROVIDE SITE SPECIFIC BEST

MANAGEMENT PRACTICES FOR VEHICLE & CONCRETE

TRUCK WASHDOWN AREA TO PREVENT CONTAMINATED

WASHDOWN WATER FROM ENTERING THE STORM DRAIN

SYSTEM.

9. THE CONTRACTOR SHALL PLACE EROSION CONTROL

MATTING WITH HYDROMULCH ALONG THE BOTTOM OF THE

SWALE AND ALONG THE ENTIRE LENGTH OF THE SWALE.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING

THE UNDERGROUND PERFORATED PIPE SYSTEM AND

SHALL BE LIABLE FOR ANY DAMAGE CAUSED TO THE

SYSTEM DURING CONSTRUCTION.

CG501

C 2F

_P H

2- C

A pr il

, 2

CG101

OVERALL EROSION & SEDIMENT CONTROL PLAN

1" = 80'

HISTORIC SITE

(100' RADIUS)

SEE NOTES ON

SHEET C001

CG501

SFx

S E

E S

H E

E T

C G

CG501

PROJECT

LIMITS

X X

X X X X

X X

W I S S E R R O A D

R E

E T

EXISTING

DRAINAGE DITCH

DUST SCREEN &

SILT FENCE

ARRIVAL

(EXIST PH1)

AC PAVEMENT

C O

N C

R E

A V

E M

E N

MAIN OPS

(PH 2)

UTILITY

TUNNEL

(EXIST PH1)

UTILITY

TUNNEL

(PH 2)

CENTRAL PLANT

(EXIST PH1)

COMM HUB

(EXIST PH1)

GENERATOR YARD

(EXIST PH1)

EROSION CONTROL

ROLL (TYP)

EROSION CONTROL ROLL (TYP)

CG501

GRASSED

SWALE

TEMPORARY EROSION

CONTROL MATTING W/

HYDROMULCHING

CG501

CS501

CG501

UNDERGROUND

PERFORATED PIPE SYSTEM

(EXIST PH1)

S F

SF x

xSFx

DRIVEWAY

(EXIST PH1)

EXISTING STABILIZED

CONSTRUCTION

INGRESS/EGRESS

VEHICLE WASHDOWN,

SEE NOTE 8

CONCRETE TRUCK

WASHDOWN, SEE NOTE 8

EXISTING DUST SCREEN

& SILT FENCE

DUST SCREEN &

SILT FENCE

CONTRACTOR TRAILERS,

SEE NOTE 10

EXISTING GRAVEL ROAD

X X

F S

S F

F S

S F

SFx SFx SFx SFx

EXISTING DOUBLE SWING

CONSTRUCTION GATE

INGRESS/EGRESS

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

CG102

E R

O S

E D

N T

C O

O L

N /K

A F/

P M

NOTES THIS SHEET:

C 2F

_P H

2- C

A pr il

, 2

CG102

EROSION & SEDIMENT CONTROL PLAN

1" = 40'

0 40' 80'20'

SCALE: 1"=40'

STABILIZED CONSTRUCTION

INGRESS/EGRESS

GRATED DRAIN INLET

PROTECTION

CATCH BASIN

FILTER

NEW SILT FENCE / DUST SCREEN

EXIST SILT FENCE / DUST SCREEN

EROSION CONTROL ROLL

TEMPORARY EROSION

CONTROL MATTING

W/HYDROMULCH

PROPOSED NEW

BUILDING/STRUCTURE

EXIST BUILDING/STRUCTURE

PROJECT LIMITS

EXISTING CONTOURS

NEW CONTOURS

LIMITS OF GRADING

SWALE CENTERLINE

LEGEND:

CG501

SFx

CG501

NOTES THIS SHEET:

1. SEE EROSION & SEDIMENT CONTROL NOTES & DETAILS ,

SHEET CG501 FOR NOTES & DETAILS.

2. DISTURBED AREA = 6.9 ACRES.

3. THE CONTRACTOR SHALL IMPLEMENT A SWPP IN

COMPLIANCE WITH THE REQUIREMENTS OF THE STATE

DOH'S STORMWATER POLLUTION PREVENTION PROGRAM.

THE SWPP SHALL INCORPORATE, AT A MINIMUM, THE

EROSION AND SEDIMENT CONTROL PLAN SHOWN ON THIS

SHEET.

4. DUST SCREEN SHALL MEET THE FOLLOWING CRITERIA AS A

RECOMMENDED MINIMUM: 15' TALL, 4" STEEL POSTS WITH 8'

SPACING, CLOTH BARRIER MADE OF "WOVEN GEOTEXTILE".

CLOTH BARRIER SHALL BE INSTALLED ON CONSTRUCTION

FENCE AND GATES. DUST SCREEN MAY BE USED AS SILT

FENCE IF CLOTH BARRIER MATERIAL MEETS THE SILT

FENCE REQUIREMENTS PER DETAIL

5. DURING CONSTRUCTION, ADDITIONAL PREVENTIVE

MEASURES SHALL BE INSTALLED BY THE CONTRACTOR AS

NEEDED TO CONTROL DUST AND/OR EROSION AND

SEDIMENT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING

OFFSITE STORM WATER THAT ENTERS THE PROJECT

LIMITS.

7. EROSION CONTROL MATTING WITH SEED SHALL HAVE A

MINIMUM 36-MONTH LIFE SPAN. TEMPORARY EROSION

CONTROL MATTING WITH HYDROMULCH SHALL HAVE A

MINIMUM 24-MONTH LIFE SPAN.

8. CONTRACTOR TO PROVIDE SITE SPECIFIC BEST

MANAGEMENT PRACTICES FOR VEHICLE & CONCRETE

TRUCK WASHDOWN AREA TO PREVENT CONTAMINATED

WASHDOWN WATER FROM ENTERING THE STORM DRAIN

SYSTEM.

9. THE CONTRACTOR SHALL PLACE EROSION CONTROL

MATTING WITH HYDROMULCH ALONG THE BOTTOM OF THE

SWALE AND ALONG THE ENTIRE LENGTH OF THE SWALE.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING

THE UNDERGROUND PERFORATED PIPE SYSTEM AND

SHALL BE LIABLE FOR ANY DAMAGE CAUSED TO THE

SYSTEM DURING CONSTRUCTION.

CG501

SD x

SDx

121.50

MAIN OPS

FF EL=122',

SEE ARCHITECTURAL PLANS

UTILITY TUNNEL,

SEE STRUCTURAL PLANS

130132

EXIST UNDERGROUND

PERFORATED PIPE

DETENTION CHAMBERS

NEW

GRASS

SWALE

B ROADWAY "DW-1"

BELOW GRADE ELEC

AREA, SEE S124

STEEL PLATE CULVERT

INV IN=117.46

INV OUT=117.35

CS501

SITE WALL

SEE S125

AND CG201

S D x S

D x

S D x S

D x

S D x S

D x

S D x S

D x

S D x

SDx

SDx SDxSDx

SDx SDx

SDSDSD

S S x S

S x

S S x S

S x

S S x S

S x

S S x S

S x

S S x

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxS S x

SSxSSx

SSx

S D x S

D x

S D x S

D x

S D x

SD x

SDxSDxSDxSDxSDx

S D x

SDxSDxSDxSDxSDx

S D

SDxSDxSDxSDx

SDx

SDxSDx

SDx SDx

SDx

CG201

NEW

GRASS

SWALE

NEW

GRASS

SWALE

CS501

8.0

-47.41%

8.0

18.1

18.8

6.8

20' TYP.

CU503

FOR DRIVEWAY

GRADING PLAN,

SEE CG401

ADJUST EXIST GDI-E1

INV=116.06

EXIST RIM=125.44±

NEW RIM=127.13

EXIST GDI-A1

TOP=126.77

INV=117.00

EXIST CB-A2

TOP=128.91

INV=117.26

EXIST GDI-J2

TOP=122.21

INV=117.79

12"x12" AREA DRAIN-P2

TOP=121.84, LOW POINT

INV=118.05

12"x12" AREA DRAIN-P1

TOP=121.84, LOW POINT

INV=117.95

EXIST GDI-J1

TOP=121.02

INV=117.26

12"x12" AREA DRAIN-P3

TOP=121.84, LOW POINT

INV=118.16

DMH-M3

TOP = 119.27

INV IN = 114.19 (D12)

INV OUT = 114.19 (D12)

COTG & WYE-M1

TOP = 119.64

INV IN = 113.99 (D4)

INV IN = 113.99 (D12)

INV OUT = 113.99 (D18)

ADJUST EXIST DMH-B1-DROP

INV IN = 112.00 (D18)

INV IN = 113.46 (D18)

INV IN = 116.16 (D12)

INV OUT = 112.00 (D18)

EXIST RIM=120.33±

NEW RIM=120.61

122.00

121.12 120.05

121.91

121.80

122.00

121.12 116.16 115.81

120.05 117.79

117.58

118.13

118.31

116.00 116.00 114.48

114.75

113.23

113.51

122.00

130.11

128.64

127.41

126.34

125.24

124.10

123.00

121.91

120.78

119.63

117.29

116.30

115.32

114.33

113.33 112.36

118.47 118.61

118.79

119.09

119.27

119.57

119.75

119.77

120.05

122.00 122.00

122.00

120.84

122.00

118.03

129.94

128.72

127.47

126.40

125.31

124.17

123.07

121.98

120.84

119.69

118.48

117.39

116.40

115.43

114.43

113.43

112.45

122.00

119.96119.79

121.00

120.90

121.20

122.00

121.74 121.83

126.14 126.19

125.80

124.50

123.58

122.65

121.79

121.16

119.89

119.49

118.37

119.13

126.57

121.51

119.00

117.94

115.80

114.86

113.93

112.93

111.93

ADJUST EXIST DMH

NEW RIM = 126.61

EXIST RIM=124.00±

ADJUST EXIST DMH

NEW RIM = 126.56

EXIST RIM=123.95±

ADJUST EXIST DMH

NEW RIM = 122.89

EXIST RIM=121.33±

ADJUST EXIST DMH

NEW RIM = 124.06

EXIST RIM=121.54±

ADJUST EXIST DMH

NEW RIM = 121.57

EXIST RIM=121.45±

ADJUST EXIST DMH

NEW RIM = 123.05

EXIST RIM=122.94±

ADJUST EXIST DMH

NEW RIM = 112.70

EXIST RIM=112.33±

ADJUST EXIST SMH

NEW RIM = 121.68

EXIST RIM=121.38±

ADJUST EXIST SMH

NEW RIM = 122.00

EXIST RIM=121.84±

121.96

119.30

121.23

120.15

122.31

123.37

124.44 126.00

20' TYP

119.68

8" DRAINLINE "DL-P"

12" DRAINLINE "DL-P"

12" DRAINLINE

"DL-M"

18" DRAINLINE "DL-M"

X X

X X X X X X

0+00 0+50

CG103

G R

A D

N /K

A F/

P M

SCALE: 1"=20'

0 20' 40'10'

7T H

S T

WISSER RD

KEY PLAN

NOTES THIS SHEET:

MATCHLINE

SEE SHT CG104

COMM. HUB

FF EL=139'

C G

R E

E T

C 2F

_P H

2- C

A pr il

, 2

1. SEE UTILITY PLAN FOR NEW STORM DRAIN .

2. SEE UTILITY PLAN FOR STORM DRAIN MANHOLE INFORMATION.

3. ALL SPOT ELEVATIONS SHOWN ARE BC/BW GRADES UNLESS

OTHERWISE NOTED IN PLAN.

4. ALL CURB HEIGHTS ARE 6" UNLESS OTHERWISE NOTED IN PLAN.

5. FOR DW-1 ROADWAY PROFILE SEE SHT CS201.

6. REFER TO SHEET C001 FOR GENERAL CIVIL NOTES.

7. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY

FROM ALL BUILDINGS.

8. TOP ELEVATIONS OF DRAINAGE STRUCTURES ARE TO MATCH

EXISTING GRADES OF SURROUNDING AREAS.

9. SEE EROSION & SEDIMENT CONTROL PLANS FOR PERMANENT

EROSION CONTROL MATTING.

10. FOR CONCRETE DRIVEWAY JOINTING PLAN, SEE CS102. FOR

FUEL UNLOADING CONTAINMENT AREA JOINTING PLAN, SEE

CG103

GRADING PLAN - 1

1" = 20'

SEE CG401

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

LEGEND:

PROJECT LIMITS

LIMITS OF GRADING

PH1 DESIGN GRADING LIMITS

NEW GRASS SWALE CENTERLINE

NEW BUILDING

NEW CONCRETE

NEW AC

NEW UNDERGROUND TUNNEL

NEW CONCRETE PAVING

EXIST BUILDING/TUNNEL

NEW CONTOUR

EXISTING CONTOUR

NEW DRAINLINE/MH

EXIST DRAINLINE/MH

EXIST GRATED DRAIN INLET

FINISHED SPOT ELEVATION

EXISTING SPOT ELEVATION

FINISHED FLOOR ELEVATION

ADJUSTED UTILITY

FF EL

SDx

122.00

CENTRAL

PLANT

FF EL=122'

GENERATOR

YARD

D CBS

SDx

SD x

S D x S

D x

S D x S

D x

S D x S

D x

S D x

SDx

NEW GRASS

SWALE

CS501 8.00'

8 11

113.51

111.51

112.26

109.43

109.11

112.00

110.56

111.47 111.37

110.49

109.21

108.48

108.56

107.82

107.92

107.12

107.22

106.42

106.52

105.66

105.76

104.75

104.85

109.98±

109.10±

109.78BC

108.56

112.08

111.02

110.31

109.56

103.67

103.61

103.85

103.75

COTG & WYE-GG1

TOP = 108.56

110.91

109.81

108.87

109.19BC

6" DRAINLINE "DL-GG"

X X

110.32TC

110.32BC

109.73TC

109.73BC

109.83TC

109.33BC

109.69TC

109.19BC

110.43TC

109.93BC

109.83

110.42

109.43

109.72

109.64TC

110.46TC

110.28TC

109.78BC

109.57TC

109.48BC

110.03

109.62

CG104

GRADING PLAN - 2

1" = 20'

CG104

G R

A D

N /K

A F/

P M

SCALE: 1"=20'

0 20' 40'10'

7T H

S T

WISSER RD

KEY PLAN

NOTES THIS SHEET:MATCHLINE

SEE SHT CG103

C G

ARRIVAL

FF EL=105'

LEGEND:

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

STEEL PLATE CULVERT

INV IN = 109.51

INV OUT = 109.19

BELOW GRADE ELEC

AREA, SEE S124

CS501

PROJECT LIMITS

LIMITS OF GRADING

PH1 DESIGN GRADING LIMITS

NEW GRASS SWALE CENTERLINE

NEW BUILDING

NEW CONCRETE

NEW AC

NEW UNDERGROUND TUNNEL

NEW CONCRETE PAVING

EXIST BUILDING/TUNNEL

NEW CONTOUR

EXISTING CONTOUR

NEW DRAINLINE/MH

EXIST DRAINLINE/MH

EXIST GRATED DRAIN INLET

FINISHED SPOT ELEVATION

EXISTING SPOT ELEVATION

FINISHED FLOOR ELEVATION

FF EL

SDx

122.00

1. SEE UTILITY PLAN FOR NEW STORM DRAIN .

2. SEE UTILITY PLAN FOR STORM DRAIN MANHOLE INFORMATION.

3. ALL SPOT ELEVATIONS SHOWN ARE BC/BW GRADES UNLESS

OTHERWISE NOTED IN PLAN.

4. ALL CURB HEIGHTS ARE 6" UNLESS OTHERWISE NOTED IN PLAN.

5. FOR DW-1 ROADWAY PROFILE SEE SHT CS201.

6. REFER TO SHEET C001 FOR GENERAL CIVIL NOTES.

7. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY

FROM ALL BUILDINGS.

8. TOP ELEVATIONS OF DRAINAGE STRUCTURES ARE TO MATCH

EXISTING GRADES OF SURROUNDING AREAS.

9. SEE EROSION & SEDIMENT CONTROL PLANS FOR PERMANENT

EROSION CONTROL MATTING.

C 2F

_P H

2- C

A pr il

, 2

EXISTING UTILITY TUNNEL

(PH 1)

CG104

INSET

1" = 5'

SEE IN

SET

CU x

W x

Wx Wx

W x

S D x

E x

SS x

SSx

S S x S

S x SSx

SS x

G x

Gx Gx

E x Ex

E x

E xE x W I S S E R R O A D

W I S S E R

R D.

F U

N S

C H A M B E R L A I N

R D.

C H A P P L

E A R

A D

C A R T E R D R.

H A

P A

A R T Y H I L L R D.

A R T

Y H I L

L R

A U

S T

I N

P I E R C E S T R E E T

ARRIVAL(PH1)

COMM HUB(PH1)

DRIVEWAY

(PH1)

D R

W A

Y (P

H 1)

BELO

G R

ELEC

AL AR

(PH

MAIN OPS

(PH 2)

D (P

H 1)

T U

N N

E L

(P H

GENERATOR

YARD

(PH 1)

CENTRAL

PLANT

(PH 1)

UTILITY

TUNNEL

(PH 2)

NEW DRAINLINE "DL-M"

PERFORATED

PIPE

(PH 1)

NEW DRAINLINE "DL-P"

SDS

S D

S S

SSSS

S S

W W

S D x

W W

NEW DRAINLINE "DL-GG"

R O

A D

S D

NEW SEWERLINE "SL-F"

X X

CU x

W x

Wx Wx

W x

S D x

E x

SS x

SSx

S S x S

S x SSx

SS x

G x

Gx Gx

E x Ex

E x

E xE x W I S S E R R O A D

W I S S E R

R D.

F U

N S

C H A M B E R L A I N

R D.

C H A P P L

E A R

A D

C A R T E R D R.

H A

P A

A R T Y H I L L R D.

A R T

Y H I L

L R

A U

S T

I N

P I E R C E S T R E E T

ARRIVAL(PH1)

COMM HUB(PH1)

DRIVEWAY

(PH1)

D R

W A

Y (P

H 1)

BELO

G R

ELEC

AL AR

(PH

MAIN OPS

(PH 2)

D (P

H 1)

T U

N N

E L

(P H

GENERATOR

YARD

(PH 1)

CENTRAL

PLANT

(PH 1)

UTILITY

TUNNEL

(PH 2)

NEW DRAINLINE "DL-M"

PERFORATED

PIPE

(PH 1)

NEW DRAINLINE "DL-P"

SDS

S D

S S

SSSS

S S

W W

S D x

W W

NEW DRAINLINE "DL-GG"

R O

A D

S D

NEW SEWERLINE "SL-F"

X X

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

H O

N O

, H I w w w .a ec om

.c om

A E

C O

PHASE 2

D ra w n by

P H

A S

O P

E R

O N

M R

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

S H

E E

T C

CU101

O…

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File details come from the government source that posted it. Updated Nov 14, 2017.