Central Base Drainage Final Plan Set.pdf

PDF 5 MB Posted Aug 14, 2020

Attached to: Base Central Drainage Federal contract opportunity
Solicitation number: W50S8U-20-B-0003
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation provides details for a firm fixed-price contract to be awarded by the Department of the Army National Guard for base drainage improvements at multiple buildings located at the Tulsa, Oklahoma Air National Guard. Work includes removing existing concrete sidewalks, installing new drainage structures, sidewalks, grading, landscaping, and concrete parking/pad areas at buildings 320, 403, 240, 220, 344 and 501 per provided drawings and specifications. Bids are due by an unspecified date, and a single award will be made. Pricing is firm for the duration of the contract.

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Other files for this federal contract opportunity

Other files attached to Base Central Drainage, newest first.
File	Type	Posted
Sealed Bid OF 1419 Base Central Drainage.pdf	PDF	Sep 15, 2020
Sealed Bid OF 1419A Base Central Drainage.pdf	PDF	Sep 15, 2020
Sign In Sheet Bid Opening Central Drainage 20-B-0003_Redacted.pdf	PDF	Sep 15, 2020
W50S8U-20-B-0003-01.pdf	PDF	Sep 10, 2020
Inlet detail.pdf	PDF	Sep 3, 2020
Pre-Bid RFI Central Drainage 09-03-2020.pdf	PDF	Sep 3, 2020
Compliance Checklist Sealed Bids.pdf	PDF	Sep 1, 2020
Bid Bond Checklist Sealed Bid.pdf	PDF	Sep 1, 2020
Site Visit Sign in Redacted.pdf	PDF	Aug 26, 2020
Site Visit Slides Central Drainage.ppt	PPT presentation	Aug 26, 2020
Central Drainage Site Visit Minutes.pdf	PDF	Aug 26, 2020
Central Base Drainage XHZG201601826 Final specs.pdf	PDF	Aug 14, 2020
AF66 Central Drainage.pdf	PDF	Aug 14, 2020
W50S8U-20-B-0003.pdf	PDF	Aug 14, 2020
138FW Safety Accident Prevention Guide_2018.pdf	PDF	Aug 14, 2020
ESOH Clause SOW.DOCX	DOCX document	Aug 14, 2020
EMS Commitment Statement.docx	DOCX document	Aug 14, 2020
SOW 1.02 - Central Drainage 2020.pdf	PDF	Aug 14, 2020

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VIRGIN ST.

M E

M O

R I A

MINGO VALLEY

EXPRESSWAY

AND I-244

46TH ST N

36TH ST N

M I N

G O

S H

E R

I D

A N

GILCREASE

EXPWY

HWY 11

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H W

AIRPORT

EXIT

H W

TULSA

INTERNATIONAL

AIRPORT

4' FENCE

6' W

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GATE

POB

E. VIPER STREET

CONC.

ASPH.

W. VIPER STREET

MAINENTRANCE

OF BASE

ATT FO MARKER

TMH

PTP

STORAGE CONTAINER

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COMPACTOR

CENTRAL BASE DRAINAGE REPAIR

OKLAHOMA AIR NATIONAL GUARD

TULSA, OKLAHOMA

PROJECT # XHZG201601826

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DATE:

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PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

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VOLUME 1 OF 1

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CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

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TYPE B2 REVISED 06/21/2018

DRAWING SHEET INDEX

GENERAL

1. GI001 COVER SHEET

CIVIL

2. CI001 CIVIL GENERAL NOTES

3. CS101 SITE KEY PLAN

4. CS102 SITE KEY PLAN

5. CD401 ENLARGED SITE DEMOLITION PLAN AREA 1-2

6. CD402 ENLARGED SITE DEMOLITION PLAN AREA 3-4

7. CS401 ENLARGED SITE PLAN AREA 1-2

8. CS402 ENLARGED SITE PLAN AREA 3-4

9. CS403 ENLARGED SITE PLAN AREA 4

10. CS404 ENLARGED SITE PLAN AREA 5

11. CS405 ENLARGED SITE PLAN AREA 6

12. CS406 ENLARGED SITE PLAN AREA 7-8

13. CG401 ENLARGED GRADING PLAN AREA 1-2

14. CG402 ENLARGED GRADING PLAN AREA 3-4

15. CS501 DETAILS

16. CS502 DETAILS

17. CS503 DETAILS

GENERAL NOTES

1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION OF ALL DIMENSIONS, MEASUREMENTS AND LOCATION OF EXISTING FACILITIES, UTILITIES, EQUIPMENT AND OTHER EXISTING CONDITIONS WHICH MAY AFFECT CONSTRUCTION.

2. CONTRACTOR SHALL PROVIDE PAVEMENT MIX FORMULA (DESIGN DATA) AS NOTED IN THE

SPECIFICATIONS 32 12 17 FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

3. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS REQUIRED BY HIS WORK EVEN IF

NOT SHOWN OR SPECIFICALLY MENTIONED ON THE DRAWINGS OR IN THE SPECIFICATIONS, INCLUDING

SPECIFIC ITEMS REQUIRED BY CODE TO MAKE THE WORK COMPLETE.

4. EACH CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BID. HE SHALL VISIT

THE SITE, CHECK AND VERIFY ALL CONDITIONS, STUDY ALL SHEETS OF DRAWINGS AND BE FAMILIAR WITH

THE PROJECT SPECIFICATIONS.

5. DAMAGE CAUSED BY THE CONTRACTOR TO EXISTING PAVEMENT OR STRUCTURES TO BE LEFT IN PLACE

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. ALL MATERIALS, EQUIPMENT, DEVICES AND THEIR INSTALLATION THEREOF SHALL CONFORM TO THE

FOLLOWING CODES, STANDARDS, REGULATIONS AND EDITIONS:

• MIL HDBK 1013/10, DESIGN GUIDELINES FOR SECURITY FENCING, GATES, BARRIERS AND GUARD

FACILITIES, 14 MAY 1993

• AFI 31-101, FLIGHTLINE SECURITY STANDARDS, FEBRUARY 1999

• FM 3-19.30, PHYSICAL SECURITY, 8 JAN 2001

• ANGETL 97-1 AIR NATIONAL GUARD POLICY, 21 JANUARY 2015

• AIR NATIONAL GUARD DESIGN POLICY, 21 JANUARY 2015

• NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS: NFPA 70 NATIONAL ELECTRICAL CODE, 2017

• AMERICAN NATIONAL STANDARDS INSTITUTE STANDARDS: NATIONAL ELECTRICAL SAFETY CODE

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS OF HIS WORK WHICH MAY BE SHOWN ON ANY

SHEET OF THIS SET OR CONTAINED ON ANY PAGE OF THE SPECIFICATION AND SHALL EXECUTE ALL WORK

IN A PROFESSIONAL AND EXPEDIENT MANNER.

8. EACH CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION START. CONTRACTOR SHALL BE FULLY LIABLE FOR ANY DAMAGE TO ANY UTILITY OR ANY

OTHER ELEMENT OF EXISTING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL

BE REPAIRED / REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR.

9. PRIOR TO ANY WORK, CONTRACTOR SHALL CONTACT THE BASE CIVIL ENGINEER TO LOCATE EXISTING

UTILITIES 10 DAYS PRIOR TO COMMENCEMENT OF WORK, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL

HOLIDAYS.

10. THE CONTRACTOR SHALL COORDINATE ANY UTILITY OR SYSTEM SHUTDOWN WITH THE CONTRACTING

OFFICER 48 HOURS PRIOR TO UTILITY OR SYSTEM SHUTDOWN. CONTRACTOR SHALL MINIMIZE ANY

DISRUPTION TO UTILITIES DURING CONSTRUCTION.

11. ALL WORK IN RESTRICTED AREAS INDICATED ON PLANS SHALL BE COORDINATED THROUGH BCE

OFFICE 72 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR WILL NOT HAVE ACCESS TO THESE

AREAS UNLESS ESCORTED BY BASE PERSONNEL. AT NO TIME SHALL THE CONTRACTOR OR HIS

EMPLOYEES OCCUPY OR ADVANCE ONTO THE AIRFIELD PAVEMENT. UNAUTHOUIZED ACCESS MAY RESULT

IN APREHENSION BY BASE SECURITY FORCES.

PROJECT

LOCATION

GUARD HOUSE

46TH ST N

GI001

REVISED 02/26/2020

GI001

COVER SHEET

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AIRPORT DR.

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EXIT

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EXIT

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NO PARKING

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NO PARKING

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STOP

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YOUNG ST.

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36" RCP

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20' RCB

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42" RCP

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FUEL FARM

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FUEL

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FUEL

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BRICK WALL

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METAL LID

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CURB

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UGE

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ICV

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ICV

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15" RCP

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SGDI

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SGDI

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SIDEWALK

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SIGN

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ELEC

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BH3

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PAINTED

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BUILDING

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6' WOOD FENCE

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CONCRETE

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ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

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VOLUME 1 OF 1

COMBA

A I R

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CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CI001.DWG

CI001

CIVIL GENERAL NOTES

1:1

1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT

WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL

WORKING HOURS. MAINTAIN ALL BARRICADES, WARNING SIGNS, FLASHING

LIGHTS AND TRAFFIC CONTROL DEVICES DURING CONSTRUCTION.

CONTRACTOR SHALL COMPLY WITH ALL O.S.H.A. REGULATIONS AND

SAFETY REQUIREMENTS.

2. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES OR COMPANIES IS

FOR THE PURPOSE OF ESTABLISHING MINIMUM QUALITY STANDARDS.

REFERENCE TO SPECIFIC BRANDS IS NOT INTENDED TO LIMIT SELECTION

OF OTHER MANUFACTURES THAT ARE EQUAL TO OR EXCEED THE

SPECIFIED ITEMS IN TERMS OF PHYSICAL PROPERTIES INCLUDING: COLOR

RANGE, FINISH, DURABILITY, APPEARANCE, PERFORMANCE

CHARACTERISTICS, AND OTHER FACTORS. OTHER PRODUCTS, MATERIALS,

COLORS AND SYSTEMS, MAY BE SUBMITTED AFTER THE CONTRACT HAS

BEEN AWARDED FOR EVALUATION AND APPROVAL OR DISAPPROVAL BY

THE CONTRACTING OFFICER.

3. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS A

WHOLE IN THAT THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS

ARE RESPONSIBLE FOR INFORMATION PRESENTED ON ALL SHEETS OF THE

SET OF DRAWINGS AND ALL SECTIONS OF THE SPECIFICATIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED

STATE OR LOCAL PERMITS. CONTRACTOR SHALL CONTACT AND PRESENT

PERMIT TO THE BASE CONTRACTING OFFICER PRIOR TO THE START OF

CONSTRUCTION. CONSTRUCTION MEANS AND METHODS SHALL COMPLY

WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO

SAME.

5. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING

CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO

RETURN IT TO EXISTING CONDITIONS OR BETTER. CONTRACTOR SHALL

REPAIR AND RESTORE ANY AREAS DAMAGED DURING CONSTRUCTION AT

HIS OWN EXPENSE.

6. CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL

MEASURES PER THE APPROVED STORM WATER POLLUTION PREVENTION

PLAN.

7. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED AND APPROVED FOR ANY

AND ALL UTILITY WORK PERFORMED THAT REQUIRES AN OPEN PAVING CUT

IN A ROADWAY.

8. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO

ALL CITY, COUNTY, STATE AND FEDERAL SAFETY AND HEALTH

REGULATIONS. IN PARTICULAR THE "TRENCHING" AND "OPEN EXCAVATION"

OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY

REQUIREMENTS.

9. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST

REVISION OF OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD

DRAWINGS AND SPECIFICATIONS.

10. ALL WORK SHALL BE INSPECTED BY THE BASE CIVIL ENGINEER ( BCE ).

DBCE, BCE, AND ENGINEERING STAFF SHALL HAVE THE AUTHORITY TO

HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION PRACTICES ARE

NOT BEING ADHERED TO.

11. THE CONTRACTOR SHALL MAINTAIN ONE SET OF "ISSUE FOR

CONSTRUCTION" DRAWINGS ON-SITE AT ALL TIMES. RED LINE REVISIONS

TO THE CONSTRUCTION ISSUE DRAWINGS SHALL BE KEPT UP-TO-DATE

WITH THE CURRENT SITE CONDITIONS. THE RED LINE DRAWINGS SHALL BE

RETURNED TO THE ENGINEER OF RECORD TO PRODUCE AS-BUILT CAD

DRAWINGS.

12. EXISTING BOUNDARY AND TOPOGRAPHIC SURVEY WAS PREPARED BY

NICKEL & ASSOCIATES, INC. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IF EXISTING GROUND CONDITIONS ARE NOT REPRESENTATIVE IN

THE FIELD.

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE AND STAGE ALL WORK WITHIN THE

LIMITS OF CONSTRUCTION OR BOUNDARY SHOWN ON PLANS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF

ALL TRASH AND BUILDING MATERIALS. ALL WASTE MATERIAL

GENERATED BY CONSTRUCTION OR DEMOLITION ACTIVITIES SHALL BE

HAULED OFF-BASE TO A LEGAL DUMP SITE AND DEPOSITED AT THE

CONTRACTOR'S EXPENSE . THE HAUL ROUTE SHALL BE MAINTAINED

FREE OF DEBRIS, MUD, ROCK AND TRASH AT ALL TIMES.

3. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED

BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR

TEXTURE OF THE PAVEMENT. THE MARKINGS SHALL BE REMOVED TO

THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT

CONDITIONS. UNDER NO CIRCUMSTANCES SHALL BLACK PAINT BE USED

TO COVER EXISTING PAVING MARKINGS, OR MISTAKES IN STRIPING.

4. ALL EXISTING PAVEMENT, BASE COURSES, SIDEWALKS, CURBS,

FOUNDATION, ETC., TO BE DEMOLISHED ARE TO BE REMOVED TO FULL

DEPTH.

5. ALL REMOVED AND SALVAGED ITEMS SHALL BECOME THE PROPERTY OF

THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OR REQUESTED BY

THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER

SUITABLE METHODS, AS NECESSARY, TO CONTROL DUST AND DIRT

CAUSED BY DEMOLITION WORK.

7. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRIOR

TO COMMENCING THE WORK. COORDINATE WITH LOCAL UTILITY

COMPANIES PRIOR TO UTILITY DISCONNECTS.

8. ANY CAVITIES LEFT BY STRUCTURE FOUNDATION OR TREE STUMP

REMOVAL SHALL BE BACK FILLED AND COMPACTED PER

SPECIFICATIONS.

9. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS,

FENCES, TREES, UTILITIES AND STRUCTURES THAT ARE TO REMAIN.

REPAIRS NECESSITATED BY CONTRACTOR DAMAGE SHALL BE MADE AT

NO ADDITIONAL COST TO THE GOVERNMENT.

10. THE CONTRACTOR SHALL PROTECT TREES TO REMAIN IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS. DO NOT OPERATE OR STORE

HEAVY EQUIPMENT, OR HANDLE OR STORE MATERIALS WITHIN THE DRIP

LINES OF TREES.

11. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED

AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

12. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE

BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE

GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE

START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER FOR ONSITE LOCATIONS OF EXISTING

UTILITIES.

DEMOLITION NOTES:

1. THE MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE TWO

PERCENT.

2. UNLESS ELEVATION AND/OR CONTOURS ARE OTHERWISE SHOWN, NEW

ASPHALT/CONCRETE SHALL BE CONSTRUCTED TO ALLOW FOR POSITIVE

DRAINAGE TO CATCH BASIN, CURB, GUTTER, AND OTHER RUNOFF

COLLECTION DEVICES. NEW PAVEMENT SLOPE SHALL BE MINIMUM 1.0%

(MIN. 0.5% FOR CONCRETE) AND MAXIMUM 5%, UNLESS OTHERWISE

INDICATED OR DIRECTED BY THE BASE CIVIL ENGINEER ( BCE ).

3. CONTRACTOR SHALL ADJUST EXISTING PAVEMENT AS NECESSARY TO

PROVIDE A SMOOTH FIT AND CONTINUOUS GRADES BETWEEN

PAVEMENTS. MEET AND MATCH ALL PAVEMENT TRANSITIONS FLUSH.

4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM

BUILDINGS FOR ALL NATURAL AND PAVED AREAS.

5. ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SOLID SOD AND

MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL GROWTH IS

ESTABLISHED.

GRADING NOTES:

1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, MEASUREMENTS

AND LOCATIONS OF EXISTING FACILITIES, UTILITIES, EQUIPMENT AND

OTHER EXISTING ITEMS WHICH MAY EFFECT CONSTRUCTION

SCHEDULES AND NEW UTILITY DESIGN.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND

NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING

CONSTRUCTION. CALL 811 TWO WORKING DAYS PRIOR TO EXCAVATION

FOR UNDERGROUND UTILITY LOCATE. VISIT WWW.CALL811.COM

3. EXISTING UTILITY LOCATIONS ARE SHOWN APPROXIMATELY AND FOR

GENERAL INFORMATION PURPOSES ONLY. THE CONTRACTOR IS TO

VERIFY THE LOCATION, DEPTH AND INVERT OF ALL EXISTING UTILITIES

AND FACILITIES PRIOR TO THE START OF CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR KEEPING A MINIMUM OF ONE LANE

OF A ROADWAY OPEN DURING CONSTRUCTION. TEMPORARY ROADWAY

OR BY-PASS PAVEMENT MUST BE MAINTAINED BY THE CONTRACTOR

DURING CONSTRUCTION UNTIL PERMANENT PAVEMENT REPLACEMENT

IS INSTALLED.

5. ADEQUATE EMERGENCY VEHICLE AND PEDESTRAIN ACCESS SHALL BE

MAINTAINED AT ALL TIMES TO ROADWAYS, DRIVEWAYS AND BUILDING

ENTRANCES.

6. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING

NECESSARY TO MAINTAIN STRUCTURAL INTEGRITY FOR TRENCH

EXCAVATION. THE USE OF A TRENCH FORM WILL PROVIDE A SAFER

INSTALLATION OF UTILITIES IN EXCAVATION AREAS THAT EXCEED A

DEPTH OF FIVE FEET.

UTILITY NOTES:

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

1-800-552-6543

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ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

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VOLUME 1 OF 1

COMBA

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COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CS101.DWG

CS101

SITE KEY PLAN

1:1

SCALE:

SITE KEY PLAN

1"=100'-0"

0 100' 200'

SCALE: 1" = 100'-0"

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T e m p l a t e

E S

I G

N T y p e

S u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

S d

P l o t t e d

B y n

T a b l e a e c s t d b a n d w

R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CD401

CD402

CD401

CD402

CS401

CG401

CS401

CG401

CS402

CG402

CS402

CG402

COMPLETED

SOUTH POND NEW PARKING LOT

RE: PROJECT # = W912L6-13-D-0002

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

CAUTION EXISTING UTILITIES !!!

EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED

ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE

INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND

VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND

UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE

THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL

FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL

PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM

DAMAGE DURING CONSTRUCTION.

E=2595391.48

N=449025.69

ELEV=608.27

SET 60D NAIL

BM #1

E=2595409.34

N=449328.57

ELEV=608.39

GAS LINE MARKER

BM #2

E=2595429.24

N=449487.87

ELEV=609.27

SET 60D NAIL

BM #3

E=2595462.5

N=449638.67

ELEV=608.63

TOP OF CURB

BM #4

AREA 4

AREA 2

AREA 1

AREA 3

REVISED

02/26/2020

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

SGDI

AutoCAD SHX Text

SGDI

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

BH3

AutoCAD SHX Text

PAINTED

AutoCAD SHX Text

AutoCAD SHX Text wv

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

CONCRETE

NOTICE:

THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IT SHALL NOT BE USED

OR REPRODUCED OR ITS CONTENTS DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE

PRIOR WRITTEN CONSENT OF QPS ENGINEERING, LLC.

SCALES ON DRAWINGS ARE FOR ANSI "B" SIZE (11x17) PRINTS. REPRODUCTION AT DIFFERENT SIZES WILL RESULT IN DIFFERENT SCALES. REV DATE REVISION DESCRIPTION BY CKD APP

JOB NUMBER: DRAWING NUMBER:

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

X X

X X X X X X

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

X X

XXXXXXXXXXX

ECP

ARM/DEARM

HOT PIT

REFUELING

HUNG

MUNITIONS

E. MUSTANG STREET

ECP

107116

30300

240N

240E

240W

501W

501E

X X

X X X X X

X X

XXXXXXXXXXXXXXXX

X X

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

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X

X X

X X X X X X

X X

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

X X

X X X

X X

XXX

X X

X X X

X X X X X X X

X X

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

X X

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

XXX

X X

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

X X

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

X X

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

X X

X X X X

X X

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

X X

X X X X X X X X X

XXXXXXXXX

X X

X X X X X

X X X X

X X

XXXXXXXXXX

X X

XXXXXX

X X

X X X X

X X

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

X X

XXXX

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X

X X X

X X X X

X X X X X

X X X X X X

X X X X X X X X

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

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

X X

X X X X

X X X X X X

X X

XXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

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

X X X X X

X X

608.5

(60') 8" PIPE @ 1%

(36') 8" PIPE @

(90') 8 " P

E @

1 %

609 607.5

12" PIPE

(7 5'

(39') 4 " P

IPE @

(33') 4" PIPE @ 1%

608.5

(21') 4" PIPE @ 1%

609.0

607.5

608.5

607.5

598.5

599.5

598.5

RED BARN

R E

D B

A R

R E

D B

A R

R E

D B

A R

1% 1%

.8 3%

.83%

NEW CONC. WALK

NORTH OF BLDG 240

NEW DRAINAGE AND CONC. WALK

AT BLDG 320, SEE CS403, AREA 4

NEW PARKING AND STRIPING

AT BLDG 403, SEE CS404, AREA 5

NEW CONC. PAD

AT SW CORNER OF BLDG 501

NEW CONC. PAD

SOUTH OF BLDG 344

SEE CS405, AREA 6

SEE CS406, AREA 8

SEE CS406, AREA 7

138TH CES

CENTRAL BASE DRAINAGE REPAIR

SITE KEY PLAN

XHZG201601826 SC102

G x

POST

R A

I L

T R

E N

C H

D R

A I N

R D

I C

C A

P P

E D

V A

L V

SIGN

WALL

U G

SPIGOT

E X

P O

S E

G L

VENT

SLOPE WALL

WALK

B U

I L D

I N

B R

I C

A L L

BUILDING

WALK

PAD

FENCE 7' CH LK W/ BW

W A

L K

W A

L K

STMH

S T

A I R

SSCO

B U

I L

D I N

G R

A S

G R

A S

G R

A S

C O

N C

CONC

M E

T A

P L

A T

C A

N T

O P

E N

I N

PAD

P A

FF=610.23

INLET

MD=7.85

18" BLACKJACK

RAMP

BUILDING

SWITCH

BOX

N 448994.88

E 2595411.09

N 449007.27

E 2595492.34

REMOVE METAL PLATE AND FRAME. THE

EXISTING MANHOLE UNDERNEATH PLATE

SHALL REMAIN AND BE ADJUSTED TO NEW

CONCRETE SIDEWALK

N 448992.23

E 2595492.62

N 449035.51

E 2595405.23

N 448969.34

E 2595406.75

N 448969.18

E 2595389.22

CONDENSING UNIT

PAD & WALL TO REMAIN

RAMP AND HANDRAIL

TO REMAIN

EXISTING SECURITY FENCE TO REMAIN

CAUTION: DO NOT DAMAGE

BUILDING 501

BM 1

CONCRETE SIDEWALK

SHALL BE REMOVED

IN ITS ENTIRETY

CAUTION

G L M

K R

GLM

SIGN

A I

WALK

CURB

C U

R B

18" TREE

GRASS

ASPHALT

PARKING LOT

G R

A S

18"X2 TREE

10" TREE

C U

R B

G L M

N 449214.21

E 2595416.63

N 449214.43

E 2595410.79

N 449328.15

E 2595403.84

EXISTING TREE TO BE REMOVED (TYP.)

CONCRETE SIDEWALK

SHALL BE REMOVED

IN ITS ENTIRETY

BM 2

N 449328.26

E 2595415.17

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L E

T E

E N

T R

A L

A S

R A

I N

A G

A S

I D

E P

F o l d e r

T e m p l a t e

E S

I G

N T y p e

S u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

D d

P l o t t e d

B y n

T a b l e a e c s t d b a n d w

R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CD401.DWG

CD401

ENLARGED SITE DEMOLITION

PLAN AREA 1-2

1:1

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L E

T E

E N

T R

A L

A S

R A

I N

A G

A S

I D

E P

F o l d e r

T e m p l a t e

E S

I G

N T y p e

S u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

D d

P l o t t e d

B y n

T a b l e a e c s t d b a n d w

R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

SCALE:

SITE DEMOLITION PLAN - AREA 1

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

SITE DEMOLITION PLAN - AREA 2

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

ADJUST MANHOLE FRAME AND COVER TO FINISH GRADE

REMOVE CONCRETE PAD OR RAMP

CONCRETE PAD TO REMAIN

ROOF DRAIN TO REMAIN ( DO NOT DAMAGE )

CAUTION: UG ELECTRIC TO REMAIN

SAW CUT FULL DEPTH IN STRAIGHT OR SQUARE ALIGNMENT

CAUTION: DO NOT DISTURB UNDERGROUND GAS LINE

LIMITS OF CONSTRUCTION

NOTES BY SYMBOLS:

1. PROVIDE TREE PROTECTION IN AREAS SHOWN ON PLANS. USE 4

FOOT HIGH ORANGE CONSTRUCTION FENCE WITH STRAW BALES

BEHIND THE FENCE AS REQUIRED. BOTH STRAW BALES AND

CONSTRUCTION FENCING SHALL REMAIN IN PLACE AND BE

MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION

ACTIVATES.

2. PROTECT TREE ROOTS WITHIN THE DRIP LINES OF TREES.

NOTES:

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595391.48

N=449025.69

ELEV=608.27

SET 60D NAIL

Benchmark #1

E=2595409.34

N=449328.57

ELEV=608.39

GAS LINE MARKER

Benchmark #2

REVISED

02/26/2020

AutoCAD SHX Text

BERM

R A

M P

S T

A I R

WALK

STAIRS

CONC

STAIRS

S T

A I R

RAMP

OVERHANG

N 449356.53

E 2595409.9

11.06'

N 449356.66

E 2595415.95

9.18'

REMOVE CONCRETE

SIDEWALK IN ITS

ENTIRETY

N 449459.53

E 2595401.01

N 449479.43

E 2595431.03

BUILDING 305

BUILDING 320

BUILDING 313

BM 3

CAUTION

SPR

3" PVC

ESB

SIGN

W A

L K

WALK

C U

R B

CURB

PLANTER

BUILDING

PLANTER

FF=609.37

PLANTER

N 449587.71

E 2595417.73

N 449618.97

E 2595460.03

N 449682.74

E 2595411.08

N 449682.78

E 2595415.59

REMOVE CONCRETE

SIDEWALK IN ITS

ENTIRETY

BUILDING 320

BM 4

BUILDING SIGN

SHALL BE

RELOCATED

FRENCH DRAIN, SUMP

PIT AND PUMP FIELD

VERIFY LOCATION DO

NOT DISTURB

N 449614.09

E 2595460.26

24.17'

DRAIN LINES TO FIELD

VERIFY LOCATION DO

NOT DISTURB

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L E

T E

E N

T R

A L

A S

R A

I N

A G

A S

I D

E P

F o l d e r

T e m p l a t e

E S

I G

N T y p e

S u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

D d

P l o t t e d

B y n

T a b l e a e c s t d b a n d w

R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CD402.DWG

CD402

ENLARGED SITE DEMOLITION

PLAN AREA 3-4

1:1

SCALE:

SITE DEMOLITION PLAN - AREA 3

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

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P L E

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T R

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A S

I D

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F o l d e r

T e m p l a t e

E S

I G

N T y p e

S u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

D d

P l o t t e d

B y n

T a b l e a e c s t d b a n d w

R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

SCALE:

SITE DEMOLITION PLAN - AREA 4

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

REMOVE CONCRETE STEPS

REMOVE CONCRETE PAD OR RAMP

CONCRETE PAD AND/OR CANOPY TO REMAIN

ROOF DRAIN TO REMAIN ( DO NOT DAMAGE )

CAUTION: DO NOT DISTURB EXISTING UTILITIES SERVICES

SAW CUT FULL DEPTH IN STRAIGHT OR SQUARE ALIGNMENT

REMOVE TREE AND ROOTS STRUCTURE

CAUTION: EXISTING UG ELECTRICAL

REMOVE SIDEWALK TO NEAREST PAVEMENT JOINT

DO NOT DISTURB EXISTING ORANGE COMMUNICATION LINE

INTO B313 EXTERIOR WALL

REMOVE ALL BUSHES AND SHRUBS FROM B320 MAIN ENTRY

LIMITS OF CONSTRUCTION

NOTES BY SYMBOLS:

1. EXISTING CONDENSING UNIT TO BE TEMPORARY REMOVED AND

REINSTALLED WITH MINIMUM DOWNTIME.

2. MAINTAIN TEMPORARY ACCESS TO BUILDINGS DURING

CONSTRUCTION. COORDINATE WITH BCE.

3. THE 4 TREES LOCATED IN FRONT OF BUILDING 320 (3 SHOWN)

SHALL BE REMOVED IN ITS ENTIRETY. THEN REPLACED WITH A

BASE APPROVED 8 FT OR LARGER TREE. THE SITE SHALL BE

RESTORED TO PREVIOUS CONDITIONS.

NOTES:

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595429.24

N=449487.87

ELEV=609.27

SET 60D NAIL

Benchmark #3

E=2595462.5

N=449638.67

ELEV=608.63

TOP OF CURB

Benchmark #4

POST

R D

R A

I L

T R

E N

C H

D R

A I N

E E

R D

I C

C A

P P

E D

V A

L V

SIGN

WALL

U G

SPIGOT

E X

P O

S E

VENT

R D

SLOPE WALL

WALK

B U

I L D

I N

B R

I C

A L L

BUILDING

WALK

FENCE 7' CH LK W/ BW

STMH

S T

A I R

SSCO

B U

I L D

I N

G R

A S

G R

A S

G R

A S

CONC

P A

FF=610.23

INLET

MD=7.85

BUILDING

SWITCH

BOX

POST

R D

R A

I L

T R

E N

C H

D R

A I N

E E

R D

I C

C A

P P

E D

V A

L V

SIGN

WALL

U G

SPIGOT

E X

P O

S E

VENT

R D

SLOPE WALL

WALK

B U

I L D

I N

B R

I C

A L L

BUILDING

WALK

FENCE 7' CH LK W/ BW

STMH

S T

A I R

SSCO

B U

I L D

I N

G R

A S

G R

A S

G R

A S

CONC

P A

FF=610.23

INLET

MD=7.85

BUILDING

SWITCH

BOX

TP 10.08

TP 10.09

SW 10.08

FF 10.12

9.98

16'

10.04

SW 9.90

TC 10.10

SW 9.85

9.80

SW 10.20

FF 10.23

TC & SW 10.05

TC 10.23

SW 9.98

21.7'

SW 10.16

FF 10.20

TC 10.05

SW 9.80

SW 9.9

9.95

SW 10.1

TC 9.43

SW 9.17

31.2'

EXISTING 7' HIGH

SECURITY FENCE

9.35

MW 8.85

9.55

9.35

9.10

9.85

9.45

9.65

9.5

SW 8.87

FL 8.62

SW 8.97

FL 8.72

8.8

8.75

9.4

9.6

8.15

8.25

2.1%

2.5%

0.6%

+/-2.45%

TC 9.85

SW 9.60

8.7

8.6

EXISTING CATCH BASIN

GRATE = 6.48

8.95

8.85

8.95

SW 8.85

FL 8.6

8.7

9.1

9.0

SW 8.80

FL 8.55

9.15

6 6

TR 9.95

BM 1

CAUTION

SILT SOCK

G L

M K

GLM

SIGN

A I

WALK

CURB

C U

R B

GRASS

ASPHALT

PARKING LOT

ASPHALT

PARKING LOT

C U

R B

G R

A S

C U

R B

G L

M K

GLM

SIGN

A I

WALK

CURB

C U

R B

GRASS

ASPHALT

PARKING LOT

ASPHALT

PARKING LOT

C U

R B

G R

A S

C U

R B

G L

8.35

8.25

EX TC 10.13

EX TC 10.08

EX TP 8.78

EX SW 7.45

EX INLET 7.08

EX SW 7.43

EX SW 8.38

EX SW 8.42

8.77

8.73

EX 9.31

BM 2

609.5

SILT FENCE

S F

SF SF SF SF SF SF SF SF SF

S F

SFSFSFSFSFSFSFSF

S F

SILT SOCK

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p u b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

G d

P l o t t e d

B y n a b l e a e c s t d b a n d w R c t b

O R

I G

I N

A L

E A

L E

N E

R A

W I N

G S

A R

I C

C I V

I L

N G

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

AI R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CG401.DWG

CG401

ENLARGED GRADING PLAN

AREA 1-2

1:1

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

G d

P l o t t e d

B y b l e a e c s t d b a n d w R c t b

O R

I G

I N

A L

E A

L E

N E

R A

W I N

G S

A R

I C

C I V

I L

N G

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

AI R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

SCALE:

GRADING PLAN - AREA 1

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

GRADING PLAN - AREA 2

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

MEET AND MATCH SIDEWALK ELEVATION FLUSH

ADJUST MANHOLE FRAME AND COVER TO FINISH GRADE

EXISTING ROOF DRAIN TO REMAIN

NEW CANOPY DRAINAGE COLLECTOR BOX - RE: 5 / CS502

NEW SIDEWALK SCUPPER DRAIN - RE: 2 / CS501

5' CURB TRANSITION FROM 0" TO 3"

3' CURB TRANSITION FROM 0" TO 3"

CAUTION: DO NOT DISTURB EXISTING GAS LINE

NOT USED

PROVIDE AND INSTALL 3/4" NON-EXTRUDING JOINT FILLER

WITH SILICONE SEALANT ALONG FACE OF BUILDING (TYP.)

PROVIDE POSITIVE GRADE IN GRASS AREA. INSTALL TOP SOIL

AND SOLID GRASS SOD IN ALL DISTURBED GRASS AREAS

NOTES BY SYMBOLS:

ABBREVIATIONS:

AI AREA INLET

AC AIR CONDITION UNIT

BW BARBED WIRE

EX EXISTING

FL FLOW LINE

FH FIRE HYDRANT

GL GAS LINE

GLM GAS LINE MARKER

MD MEASURE DOWN

MH MANHOLE

MW CONCRETE MOW STRIP

RD ROOF DRAIN

SW SIDEWALK

SSCO SANITARY SEWER CLEAN OUT

TC TOP OF CURB

TP TOP OF PAVEMENT

TR TOP OF RIM

UGE UNDERGROUND ELECTRIC

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595391.48

N=449025.69

ELEV=608.27

SET 60D NAIL

Benchmark #1

E=2595409.34

N=449328.57

ELEV=608.39

GAS LINE MARKER

Benchmark #2

1. ADD 600 TO SHOWN ELEVATIONS FOR ACTUAL ELEVATIONS

NOTES:

REVISED 02/26/2020

AutoCAD SHX Text

AutoCAD SHX Text 609.0

AutoCAD SHX Text 608.5

AutoCAD SHX Text 609.5

AutoCAD SHX Text 608.0

AutoCAD SHX Text 607.5

AutoCAD SHX Text 608.5

AutoCAD SHX Text 609.0

AutoCAD SHX Text 609.5

AutoCAD SHX Text 609.0

AutoCAD SHX Text 609.5

AutoCAD SHX Text 609.0

AutoCAD SHX Text 608.5

AutoCAD SHX Text 609.5

AutoCAD SHX Text 608.0

AutoCAD SHX Text 607.5

AutoCAD SHX Text 608.5

AutoCAD SHX Text 609.0

AutoCAD SHX Text 609.5

AutoCAD SHX Text 609.0

AutoCAD SHX Text 609.5

AutoCAD SHX Text

BERM

G L M

K R

GLM

SIGN

C U

R B

S T

A I R

CONC

OVERHANG

G L M

K R

GLM

SIGN

C U

R B

S T

A I R

CONC

OVERHANG

G L M

BERM

EXISTING INLET

GRATE = 8.37

MD = - 4.64

2.2%

1.2%

BUILDING 305

BUILDING 320

BUILDING 313

RE: NOTE 2

FF 10.71

10.65

10.5

TP 9.42

TW 10.25

FL = 8.7

TP 9.49

10.62

9.82

9.85

10.28

TB 10.0

10.16

10.4

FL = 8.4

10.62

10.74

10.86

TW 10.65

10.86

SW 10.93

FF 10.97

10.86

FF 10.96

10.78

FL = 8.6

10.5

10.0

9.48

9.35

9.22

9.08

9.29

9.56

9.55

9.23

8.97

9.33

TR 9.6

FL = 8.0

10.56

10.75

10.84

G 9.2

10.55

10.56

EX G 8.8

SW 10.58

FF 10.62

10.4

10.24

9.9

FL = 6.0

EX G 8.4

G 8.8

EX G 8.5

G 9.2

BM 3

SILT SOCK

SILT FENCE

SPR

ESB

SIGN

C U

R B

CURB

BUILDING

FF=609.37

SPR

ESB

SIGN

C U

R B

CURB

BUILDING

FF=609.37

S F

1.2%

DRAINAGE SWALE 0.7%

PLANTER BED REMOVAL

8.61

8.7

8.6

8.5

8.4

8.82

9.0

8.91

9.31

8.92

8.63

8.74

8.65

8.5

8.4

8.7

8.88

8.0

9.21

9.24

8.49

8.42

8.56

8.55

8.42

8.35

8.28

8.97

FL = 8.32

EX G 8.22

8.82

8.7

8.91

8.81

8.2

7.8

FL = 8.22

EX G 8.12

SW 9.33

BM 4

SILT FENCE

SILT SOCK

SILT FENCE

SILT SOCK

DRAINAGE SWALE 1%

CONCCONCCONCCONC

6" DRAIN PIPE

TW 10.75

TW 11.09

TW 10.78

TW 10.65

FL 9.2

GRATE = 9.0

FL = 8.2

TP 9.25 TP 9.22

PAD = 9.5

9.2

9.1

TP 9.26

9.15

9.1

TP 9.41

9.1

GRATE = 9.0

FL = 6.4

9.1

BUILDING 305

PIPE THROUGH

RETAINING WALL

6" PIPE

I P

6" PIPE

PIPE UNDER

WALL FOOTING

CS502

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p e

B b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

G d

P l o t t e d

B y b l e a e c s t d b a n d w R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CG402.DWG

CG402

ENLARGED GRADING PLAN

AREA 3-4

1:1

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p e

B b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

G d

P l o t t e d

B y b l e a e c s t d b a n d w R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

GRADING PLAN - AREA 3

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

GRADING PLAN - AREA 4

SEE REVISION SHEET CS403

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

EQUIPMENT AREA GRADING PLAN

1"=5'-0"

0 5' 10'

SCALE: 1" = 5'-0"

PROVIDE AND INSTALL 3/4" NON-EXTRUDING JOINT FILLER

WITH SILICONE SEALANT ALONG FACE OF BUILDING (TYP.)

MATCH EXISTING SIDEWALK JOINT FLUSH

12-INCH CURB OPENINGS FOR DRAINAGE

PROVIDE TEMPORARY BUILDING ENTRY ACCESS DURING

CONSTRUCTION.

FILL AREAS WITHIN SIDEWALK SHALL BE SELECT BACKFILL

MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY.

EXISTING ORANGE COMMUNICATION LINE INTO B313 EXTERIOR

WALL. CONDUIT DEPTH OF BURY IS SHALLOW - DO NOT

DISRUPT SERVICE.

PROVIDE POSITIVE GRADE IN GRASS AREA. INSTALL TOP SOIL

AND SOLID GRASS SOD IN ALL DISTURBED GRASS AREAS

NOTES BY SYMBOLS:

ABBREVIATIONS:

AI AREA INLET

AC AIR CONDITION UNIT

BW BARBED WIRE

EX EXISTING

FL FLOW LINE

FH FIRE HYDRANT

G GROUND

GL GAS LINE

GLM GAS LINE MARKER

MD MEASURE DOWN

MH MANHOLE

MW CONCRETE MOW STRIP

RD ROOF DRAIN

SW SIDEWALK

SSCO SANITARY SEWER CLEAN OUT

TB TOP OF BOX

TC TOP OF CURB

TP TOP OF PAVEMENT

TR TOP OF RIM

TW TOP OF WALL

UGE UNDERGROUND ELECTRIC

MEET AND MATCH SIDEWALK ELEVATION FLUSH

ADJUST EXISTING ELECTRICAL BOX TO FINISH GRADE

EMERGENCY OVERFLOW PIPE ( 6" ADS N-12 ST IB HDPE OR

APPROVED EQUAL)

INSTALL VERTICAL OUTLET DOWN SPOUT BOOT - RE: 5 / CS502

INSTALL NEW DRAIN PIPE CLEAN OUT RE: 6 / CS502

NEW NDS 12-INCH CATCH BASIN WITH GRAY GRATE

NEW NDS 12-INCH CATCH BASIN WITH RISER AND GRAY GRATE

SAFETY HANDRAILS - RE: 4 / CS502, 7 / CS502, 8 / CS502

ADJUST CANOPY COLUMN PLATES TO FINISH GRADE

NOTES BY SYMBOLS:

1. ALL ROOF DRAIN PIPE SHALL MAINTAIN A 1% MINIMUM SLOPE.

2. PRIOR TO CONSTRUCTION FIELD VERIFY EXISTING ELECTRICAL

BOX '2'. DETERMINE IF BOX CAN BE ADJUSTED TO GRADE OR WILL

NEED TO BE REPLACED.

NOTES:

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595429.24

N=449487.87

ELEV=609.27

SET 60D NAIL

Benchmark #3

E=2595462.5

N=449638.67

ELEV=608.63

TOP OF CURB

Benchmark #4

REVISED 02/26/2020

AutoCAD SHX Text 609.05

AutoCAD SHX Text 609.35

AutoCAD SHX Text 608.70

AutoCAD SHX Text 610.74

AutoCAD SHX Text 609.70

AutoCAD SHX Text 609.55

AutoCAD SHX Text 609.93

AutoCAD SHX Text 609.05

AutoCAD SHX Text 609.35

AutoCAD SHX Text 608.70

AutoCAD SHX Text 610.74

AutoCAD SHX Text 609.70

AutoCAD SHX Text 609.55

AutoCAD SHX Text 609.93

30'

10'

DO NOT DISTURB

SECURITY FENCE

3' 5'

26.7'

45.2'

11.2'

E J

PROVIDE AND INSTALL 3/4" NON-EXTRUDING

JOINT FILLER WITH SILICONE SEALANT

ALONG FACE OF BUILDING (TYP.)

E J

CS501

8.4'

SIDEWALK

RE: 1 / CS501

CONDENSING UNIT

& PAD TO REMAIN

8.4'

E Q

CS501

NEW CANOPY DRAINAGE

COLLECTOR BOX

RE: 5 / CS502

BM 1

15'

SIDEWALK

RE: 1 / CS501

BM 2

20'

T Y

30'

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p e

B b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

S d

P l o t t e d

B y b l e a e c s t d b a n d w R c t b

O R

I G

I N

A L

E A

L E

N E

R A

W I N

G S

A R

I C

C I V

I L

N G

I N

E E

138TH FIGHTER WING

ApprovedDate DescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CS401.DWG

CS401

ENLARGED SITE PLAN

AREA 1-2

1:1

SCALE:

ENLARGED SITE PLAN - AREA 1

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

ENLARGED SITE PLAN - AREA 2

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

MEET AND MATCH SIDEWALK ELEVATION FLUSH

SAW-CUT EXISTING PAVEMENT FULL DEPTH

NOT USED

NEW SIDEWALK SCUPPER DRAIN - RE: 2 / CS501

ADJUST MANHOLE COVER TO FINISH PAVEMENT ELEVATION.

ADJUST PAVEMENT SLOPE TO MEET EXISTING FINISH FLOOR

ELEVATION.

INSTALL VERTICAL OUTLET DOWN SPOUT BOOT - RE: 6 / CS501

NEW 6" ADS N-12 ST IB HDPE PIPE ( SLOPE 1% MIN.), CONNECT

TO EXISTING MANHOLE WITH A-LOK QUIK-LOK BOOT

CONNECTOR, OR APPROVED EQUAL .

NOTES BY SYMBOLS:

1. ADJUST MANHOLE FRAME AND COVER TO FINISH GRADE IN

ACCORDANCE WITH CITY OF TULSA STANDARD DETAIL 401 AND

409.

2. BASE SHALL PROVIDE PAINT SCHEME FOR ALL MANHOLES

SAFETY DESIGNATIONS.

3. ALL DOOR HARDWARE ATTACHED TO EXISTING CONCRETE (THAT

IS TO BE REMOVED) SHALL BE REINSTALLED ON NEW CONCRETE.

4. EJ = EXPANSION JOINT

NOTES:

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595391.48

N=449025.69

ELEV=608.27

SET 60D NAIL

Benchmark #1

E=2595409.34

N=449328.57

ELEV=608.39

GAS LINE MARKER

Benchmark #2

REVISED

02/26/2020

CHINESE PISTACHE TREES, 2 INCH DIA. MAIN TRUNK MINIMUM.9

AutoCAD SHX Text

BERM

S T

A I R

CONC

OVERHANG

R 44'

R 31'

R 6'

39.7'

R 50'

R 29'

E J

EXISTING

SIDEWALK

EQUIPMENT AREA -

RE: 1 / CS402

CS502

E J

R 6'

CS502

3.4'

4.7'

14.8'

4.5'

R 6'

R 2'

11.9'

6.77'

EXISTING

TOWER

SIDEWALK

RE: 1 / CS501

EXISTING STORM

INLET

PROVIDE AND INSTALL 3/4" NON-EXTRUDING

JOINT FILLER WITH SILICONE SEALANT

ALONG FACE OF BUILDING (TYP.)

BM 3

DOWEL JOINT

RE: 9 / CS502

SPR

ESB

SIGN

C U

R B

CURB

BUILDING

FF=609.37

SPR

ESB

SIGN

C U

R B

CURB

BUILDING

FF=609.37

R 38'

26.74'

R 10'

2.2'

EXISTING

HC RAMP

NEW 1' CURB

OPENING

RE: 3 / CS503

EXISTING

HC RAMP

NEW 1' CURB

OPENING

RE: 3 / CS503

PROVIDE AND INSTALL 3/4" NON-EXTRUDING

JOINT FILLER WITH SILICONE SEALANT

ALONG FACE OF BUILDING (TYP.)

BM 4

SPRINKLER TO BE EITHER REPLACED

OR ADJUSTED FOR THE LANDSCAPE

CHANGES (TYP.)

TYP.

EX. COLUMN

SIDEWALK

RE: 1 / CS501

FRENCH DRAIN,SUMP

PIT AND PUMP FIELD

VERIFY LOCATION DO

NOT DISTURB

DRAIN LINES TO FIELD

VERIFY LOCATION DO

NOT DISTURB

24.17'

CONCCONC

6" SD

11'

CAUTION

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

I N

A G

A S

I D

F o l d e r

T e m p l a t e

E S

I G

T y p e

B b m i s s i o n B a s e

S i d e w a l k

R e p a i r

W G

D r a w i n g s S h e e t C

S d

P l o t t e d

B y b l e a e c s t d b a n d w R c t b

O R

I G

I N

L E

N E

R A

W I N

G S

A R

I L

I C

C I V

I N

E E

138TH FIGHTER WING

ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

CS402.DWG

CS402

ENLARGED SITE PLAN

AREA 3-4

1:1

HGFEDCBA

O P

E R

M A

N E

N T

S G

E S

E C

L O

S E

R O

J E

C T

I V

E S

I G

O M

P L

E T

E N

T R

R A

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138TH FIGHTER WING

ApprovedDateDescriptionSymbol

DATE:

FILE NAME:

DWN BY: CHK BY:

PLOT DATE:

PLOT SCALE:

CONTRACT NUMBER:

PROJECT NUMBER:

SHEET

REFERENCE

NUMBER

Sheet of

XHZG201601826

05/15/2018

SAT

RHR

VOLUME 1 OF 1

COMBA

A I R

MAND

COM

CENTRAL BASE DRAINAGE REPAIR

RHR

05/15/2018

W912L6-13-D-0002/0016

TYPE B2 FINAL 05/10/2018

CYNTERGY AEC

810 SOUTH CINCINNATI

2ND FLOOR

TULSA, OK 74119

918.877.6000

OKLAHOMA AIR NATIONAL GUARD

TULSA I.A.P. OK.

BCE: Phillip R. DeLong Jr., Major, OKANG

J U

Y P

E V

I S

ENLARGED SITE PLAN - AREA 3

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

SCALE:

ENLARGED SITE PLAN - AREA 4

REVISED SEE SHEET CS403

1"=10'-0"

0 10' 20'

SCALE: 1" = 10'-0"

NORTHING EASTING DESCRIPTION

N 449356.92 E 2595459.85 44' RADIUS POINT

N 449377.72 E 2595421.08 POINT OF COMPOUND CURVE

N 449380.56 E 2595415.80 POINT OF COMPOUND CURVE

N 449392.98 E 2595424.76 POINT OF CURVE

N 449392.86 E 2595418.76 POINT OF CURVE

N 449416.14 E 2595418.31 POINT OF CURVE

N 449416.05 E 2595413.31 5' RADIUS POINT

N 449421.05 E 2595413.22 POINT OF CURVE

N 449432.72 E 2595398.63 POINT OF CURVE

N 449432.89 E 2595406.62 8' RADIUS POINT

N 449439.82 E 2595402.64 POINT OF COMPOUND CURVE

N 449446.76 E 2595398.66 8' RADIUS POINT

N 449446.76 E 2595406.66 POINT OF CURVE

N 449465.47 E 2595429.31 6' RADIUS POINT

N 449468.92 E 2595429.34 6' RADIUS POINT

COORDINATE CONTROL:

NORTHING EASTING DESCRIPTION

N 449600.88 E 2595412.42 PI SIDEWALK

N 449607.70 E 2595405.35 PI SIDEWALK

N 449611.87 E 2595417.22 POINT OF CURVE

N 449612.05 E 2595427.23 10' RADIUS POINT

N 449622.34 E 2595428.55 TANGENT POINT

N 449630.18 E 2595411.77 POINT OF CURVE

N 449637.07 E 2595404.52 10' RADIUS POINT

N 449641.12 E 2595414.21 TANGENT POINT

N 449656.82 E 2595454.25 38' RADIUS POINT

N 449618.84 E 2595455.31 POINT OF CURVE

N 449656.23 E 2595416.25 POINT OF CURVE

N 449681.83 E 2595419.35 BUILDING SIGN POST

N 449681.86 E 2595423.54 BUILDING SIGN POST

MEET AND MATCH SIDEWALK ELEVATION FLUSH

NEW RETAINING WALL AND 36" HIGH SAFETY RAILING RE: 2 / CS502

GROUT IN NEW DRAIN PIPE TO EXISTING STORM INLET

INSTALL VERTICAL OUTLET DOWN SPOUT BOOT - RE: 6 / CS501

INSTALL NEW DRAIN PIPE CLEAN OUT RE: 6 / CS502

NEW NDS 12-INCH HDPE CATCH BASIN WITH GRAY GRATE

NEW 4' SQUARE CONCRETE CONDENSER PAD

SAW CUT CONCRETE - RE: CD402

EXISTING ELECTRICAL POWER ( DO NOT DISTURB )

EXISTING COMMUNICATION ( DO NOT DISTURB )

INSTALL OFFSET VERTICAL DOWN SPOUT BOOT - RE: 3 / CS501

NEW 6" ADS N-12 ST IB HDPE OR APPROVED EQUAL

STRAIGHT HEADWALL - RE: 10 / CS501

MATCH EXISTING SIDEWALK JOINT ELEVATION FLUSH

EXISTING SIGN TO REMAIN

ADJUSTED CANOPY COLUMN PLATES TO FINISH GRADE

NOTES BY SYMBOLS:

SCALE:

ENLARGED EQUIPMENT AREA PLAN

1"=5'-0"

0 5' 10'

SCALE: 1" = 5'-0"

NOTE:

ALL DOOR HARDWARE ATTACHED

TO EXISTING CONCRETE (THAT IS

TO BE REMOVED) SHALL BE

REINSTALLED ON NEW CONCRETE.

NOTE:

ALL DOOR HARDWARE ATTACHED

TO EXISTING CONCRETE (THAT IS

TO BE REMOVED) SHALL BE

REINSTALLED ON NEW CONCRETE.

OKLAHOMA ONE-CALL

SYSTEM, INC.

1-800-552-6543

OR DIAL 811

E=2595429.24

N=449487.87

ELEV=609.27

SET 60D NAIL

Benchmark #3

E=2595462.5

N=449638.67

ELEV=608.63

TOP OF CURB

Benchmark #4

NOTE:

EJ = EXPANSION JOINT

NOTE:

EJ = EXPANSION JOINT

REVISED 02/26/2020

OR REPRODUCED OR ITS CONTENTS DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE

PRIOR WRITTEN CONSENT OF QPS ENGINEERING, LLC.

SCALES ON DRAWINGS ARE FOR ANSI "B" SIZE (11x17) PRINTS. REPRODUCTION AT DIFFERENT SIZES WILL RESULT IN DIFFERENT SCALES. REV DATE REVISION DESCRIPTION BY CKD APP

JOB NUMBER: DRAWING NUMBER:

138TH CES

CENTRAL BASE DRAINAGE REPAIR

AREA 4

XHZG201601826 CS403

AutoCAD SHX Text A

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DRAINAGE AT BLDG 320

AutoCAD SHX Text 608.5

AutoCAD SHX Text

AutoCAD SHX Text 608.5

AutoCAD SHX Text

607.39 T

AutoCAD SHX Text

(60') 8" PIPE @ 1%%%

AutoCAD SHX Text

605.72 FL

AutoCAD SHX Text

605.12 FL

AutoCAD SHX Text

606.79 T

AutoCAD SHX Text

(36') 8" PIPE @ 1%%%

AutoCAD SHX Text

604.76 FL

AutoCAD SHX Text

607.61 T

AutoCAD SHX Text

609.37 FF

AutoCAD SHX Text

AutoCAD SHX Text 608.45

AutoCAD SHX Text 608.46

AutoCAD SHX Text 608.60

AutoCAD SHX Text 608.75

AutoCAD SHX Text 608.90

AutoCAD SHX Text 609.05

AutoCAD SHX Text 609.21

AutoCAD SHX Text 608.95

AutoCAD SHX Text 608.80

AutoCAD SHX Text 608.70

AutoCAD SHX Text 607.5

AutoCAD SHX Text

AutoCAD SHX Text 609.21

AutoCAD SHX Text 608.60

AutoCAD…

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File details come from the government source that posted it. Updated Aug 14, 2020.