2690023043 Renovate Armory Waterford Drawings C1 to C7.pdf

PDF 3 MB Posted Jul 30, 2025

Attached to: 511/25374. AGY; Waterford Armory - Renovate Armory
Solicitation number: RFQ 171 250000000531 4
Issued by: Benzie County, Michigan

About this file

Written by GovTribe AI · Mar 14, 2026

Summary

This file comprises construction design drawings for the Renovate Armory–Waterford project, a Department of Military and Veterans Affairs facility located at 2650 Watkins Lake Road, Waterford Township, Michigan 48328. The project, identified as Index Code 2690023043, is under the State of Michigan Department of Technology, Management and Budget, Procurement and Real Estate Services Administration, Design and Construction Division. The scope of work includes site preparation, demolition, grading, pavement installation and repaving, fencing installation, parking lot renovation accommodating 129 total POV parking spots, storm drainage improvements, erosion and sedimentation control measures, and miscellaneous site improvements including a new loading ramp, dumpster enclosure, and landscape restoration. Key quantities include 6,550 square yards of proposed HMA pavement, 4,913 square yards of existing asphalt milling and pulverization, 245 square yards of proposed concrete, 665 square yards of proposed grass areas, 332 linear feet of proposed fencing, 1,366 linear feet of silt fence, removal of 145 square yards of concrete and 138 linear feet of chain-link fence, and demolition of 25 concrete jersey barriers. The project drawings are marked as Preliminary Construction Final Record and are dated January 23, 2025.

The drawings provide detailed specifications for erosion and sedimentation control measures, including temporary and permanent stabilization methods, riprap placement with 13-inch D50 stone sizing, mulch blankets, and inlet protection fabric. Contractors are required to prepare and submit an SESC Implementation Plan prior to construction, install temporary erosion controls before earthwork commences, maintain and inspect controls weekly and after rain events, and complete permanent soil erosion control measures within five calendar days of final grading. Non-conforming SESC measures must be corrected within 24 hours if waters of the state are impacted or within 48 hours for routine maintenance. The DMVA, as the Authorized Public Agency, may assess penalties up to $500 per day plus actual damage costs for contractor failure to comply with SESC design requirements. The construction sequencing timeline spans January 2025 through December 2026, with deductive alternates available for pavement markings, dumpster fence removal, and moveable loading ramp removal. The project includes detailed technical specifications for concrete sidewalks, catch basin slabs, parking barriers, new 22-foot aluminum sliding vehicle gates, and 6-foot chain-link security fencing with anti-climb features and barbed wire extensions.

View the file

Other files

File	Type	Posted
2690023043 Renovate Armory Waterford Main Specs.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings A1.0 to A4.2.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Addendum 1.pdf	PDF	Jul 30, 2025
DTMB0415 Advertisment (Rev 3-25) Renovate Armory Waterford.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings G1.0 to AD2.0.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings A9.0.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings M1.0 to M7.0.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings M8.0 to M9.0.pdf	PDF	Jul 30, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jul 30, 2025
2690023043 Prebid Signin Sheet.pdf	PDF	Jul 30, 2025
2690023043_Renovate Armory Waterford_pre-bid agenda and Meeting Minutes.pdf	PDF	Jul 30, 2025
25305 SOM Waterford Armory ACM LCP Survey Report 6.23.25.pdf	PDF	Jul 30, 2025
G1.0, AD1.0, AD2.0, A1.0 ADDENDUM 2 DRAWINGS.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings A7.0 to A7.2.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings E1 to E8.pdf	PDF	Jul 30, 2025
A2.0, A2.1, A2.2, A3.1, A4.2, A6.1, A8.0, A8.1 ADDENDUM 2 DRAWINGS.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings A5.0 to A6.3.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Drawings P1 to p2.2.pdf	PDF	Jul 30, 2025
2690023043 Renovate Armory Waterford Addendum 2.pdf	PDF	Jul 30, 2025

Show all 19

On GovTribe

Work with this file

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

Try for free Login

Text version

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

EX. BLDG

F.F. 973.5

EX. BLDG

F.F. 972.0

PUBLIC WORKS DRIVE

AD EX. HMA

EX. CONC

EX. HMA EX. HMA

EX. HMA

EX. HMAEX. HMA

EX. HMA

EX. GRASS

. G

EX. PT

EQUIP.

EX. STORM

RETENTION

EX. CONC

EX. STORM

RETENTION

EX. STORM

RETENTION

EX.

GRASS

EX. HMA

SF SF

SF SF SF

E9 T E9 T E9 T

E9 T

E8 P E8 P E8 P

E8 P

E8 P E8 P

41B

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

SF SF

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S51

AutoCAD SHX Text S58T

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text S51

AutoCAD SHX Text SILT FENCE NOTES 1. INSTALL PARALLEL TO A CONTOUR. INSTALL PARALLEL TO A CONTOUR. 2. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. 3. DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE INSTALLED. 4. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. 5. BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH SIDES. CREATE A SMALL RIDGE ON THE UP-SLOPE SIDE OF THE FENCE. 6. INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A MINIMUM OF 12". 7. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. 8. JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE DRAWING). 9. INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM EVENTS. IF NECESSARY, REPAIR IMMEDIATELY. 10. IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL SHALL BE REMOVED AND DISPOSED OF IN A STABLE UPLAND SITE. 11. THE FENCE SHALL BE RE-INSTALLED IF WATER IS THE FENCE SHALL BE RE-INSTALLED IF WATER IS SEEPINGUNDERNEATH IT OR IF THE FENCE HAS BECOME INEFFECTIVE. 12. SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS ESTABLISHED AND UP-SLOPE AREA HAS STABILIZED.

AutoCAD SHX Text

ROLL JOINTS

AutoCAD SHX Text

SILT FENCE B

AutoCAD SHX Text

SILT FENCE A

AutoCAD SHX Text

6" X 6" ANCHOR TRENCH

AutoCAD SHX Text

UNDISTURBED VEGETATION

AutoCAD SHX Text

SHEET FLOW

AutoCAD SHX Text

GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE TOWARDS EARTH CHANGE

AutoCAD SHX Text

RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

AutoCAD SHX Text

FABRIC TO BE WRAPPED AROUND FENCE POST

AutoCAD SHX Text

ROLL JOINT

AutoCAD SHX Text

FENCE POST DRIVEN INTO GROUND 1' MIN.

AutoCAD SHX Text

DISTURBANCE AREA .41 ACRES

AutoCAD SHX Text

MULCH BLANKET

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text E9

AutoCAD SHX Text MULCH BLANKET NOTES 1. PREPARE SUBGRADE TO PROPER GRADE AND COMPACTION PREPARE SUBGRADE TO PROPER GRADE AND COMPACTION REQUIREMENTS. 2. REMOVE RUTS, ROOTS, SOIL CLODS, OR OTHER DEBRIS FROM REMOVE RUTS, ROOTS, SOIL CLODS, OR OTHER DEBRIS FROM SURFACE SUBJECT TO MULCH BLANKET INSTALLATION. 3. SPREAD SEED. SPREAD SEED. 4. PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY. 5. WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS SHOULD NOT OVERLAP IN DITCH CENTER PARALLEL TO FLOW. 6. STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 7. INSTALL BLANKET AT TOP OF SLOPE, FIRST ANCHORING TOE IN INSTALL BLANKET AT TOP OF SLOPE, FIRST ANCHORING TOE IN TRENCH 6" WIDE X 6" DEEP, PROGRESSING DOWN-SLOPE OR DOWN-GRADIENT WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. 8. APPLY SEED TO COMPACTED SOIL AND FOLD THE 12" PORTION APPLY SEED TO COMPACTED SOIL AND FOLD THE 12" PORTION OF THE BLANKET OVER COMPACTED AREA AND SECURE WITH A ROW OF STAPLES/STAKES PLACED 12" APART ACROSS THE WIDTH OF THE BLANKET. 9. UNROLL THE BLANKETS DOWN OR HORIZONTALLY ACROSS THE UNROLL THE BLANKETS DOWN OR HORIZONTALLY ACROSS THE SLOPE. 10. OVERLAP BLANKET EDGES BY A MINIMUM OF 4" AND BLANKET OVERLAP BLANKET EDGES BY A MINIMUM OF 4" AND BLANKET ENDS BY A MINIMUM OF 12". OVERLAPS SHOULD BE IN THE DIRECTION OF EXPECTED FLOW WITH THE UP-SLOPE BLANKET PLACED OVER THE DOWN-SLOPE BLANKET EDGE. 11. SECURE DOWN-SLOPE END OF BLANKET WITH STAPLES/STAKES SECURE DOWN-SLOPE END OF BLANKET WITH STAPLES/STAKES AND TRENCH IN. 12. CHECK AFTER A RAIN EVENT TO ENSURE THE BLANKET IS STILL CHECK AFTER A RAIN EVENT TO ENSURE THE BLANKET IS STILL IN PLACE. 13. KEEP ERODED SOIL, VEHICULAR AND PEDESTRIAN TRAFFIC, AND KEEP ERODED SOIL, VEHICULAR AND PEDESTRIAN TRAFFIC, AND CONCENTRATED RUNOFF AWAY FROM THE BLANKETED AREA.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text OVERLAP BLANKETS SIDE BY SIDE USING A 4" OVERLAP WITH UPSLOPE BLANKET LAID OVER DOWNSLOPE BLANKET

AutoCAD SHX Text

BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

AutoCAD SHX Text

COMPACTED AREA

AutoCAD SHX Text

STAKES/STAPLES (TYP)

AutoCAD SHX Text

BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

KEY

AutoCAD SHX Text

BEST MANAGEMENT PRACTICES

AutoCAD SHX Text E8

AutoCAD SHX Text

WHERE USED

AutoCAD SHX Text E12

AutoCAD SHX Text S51

AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.

AutoCAD SHX Text Use along shorelines, waterways, or where concentrated flows occur. Slows velocity, reduces sediment load, and reduces erosion.

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text Stabilization method utilized on sites where earth change has been completed (final grading attained). See specifications for requirements.

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

PERMANENT SEEDING

AutoCAD SHX Text

EROSION CONTROLS

AutoCAD SHX Text E6T

AutoCAD SHX Text

"T" NOTES TEMPORARY EROSION CONTROL MEASURE

AutoCAD SHX Text E8P

AutoCAD SHX Text

"P" NOTES PERMANENT EROSION CONTROL MEASURE

AutoCAD SHX Text

MULCH BLANKETS

AutoCAD SHX Text On exposed slopes, newly seeded areas, new ditch bottoms, or areas subject to erosion.

AutoCAD SHX Text E9

AutoCAD SHX Text

SEDIMENT CONTROLS

AutoCAD SHX Text

INLET PROTECTION FABRIC DROP

AutoCAD SHX Text Use at stormwater inlets, especially at construction sites.

AutoCAD SHX Text S58

AutoCAD SHX Text

SESC PLAN

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text N

AutoCAD SHX Text

OWNED BY OAKLAND COUNTY. 20 YEAR LEASE. COUNTY HAS LAND DESCRIPTION

AutoCAD SHX Text

SESC NOTES

AutoCAD SHX Text RIPRAP NOTES 1. RIPRAP MIXTURE SHALL BE AN EVEN MIXTURE OF STONE SIZES RIPRAP MIXTURE SHALL BE AN EVEN MIXTURE OF STONE SIZES BASED ON THE AVERAGE, OR D50. THIS MEANS 50% OF THE 50. THIS MEANS 50% OF THE . THIS MEANS 50% OF THE STONE, BY SIZE, WILL BE LARGER THAN THE DIAMETER SPECIFIED, AND 50% WILL BE SMALLER THAN THE SIZE SPECIFIED. THE DIAMETER OF THE LARGEST STONE SHOULD NOT BE MORE THAN 1.5 TIMES THE D50 STONE SIZE. THE D50 SIZE 50 STONE SIZE. THE D50 SIZE STONE SIZE. THE D50 SIZE 50 SIZE SIZE SHALL BE 13 INCHES AS SHOWN BELOW. 2. ROCK SHALL BE PLACED SO THAT LARGER ROCKS ARE ROCK SHALL BE PLACED SO THAT LARGER ROCKS ARE UNIFORMLY DISTRIBUTED AND IN CONTACT WITH ONE ANOTHER. SMALLER ROCKS SHOULD FILL THE VOIDS. 3. THE AREA UNDER REVIEW FOR RIPRAP PLACEMENT MUST BE THE AREA UNDER REVIEW FOR RIPRAP PLACEMENT MUST BE SHAPED AND CONTOURED APPROPRIATELY BY GRADING PRIOR TO MATERIAL PLACEMENT. 4. NON-WOVEN GEOTEXTILE FABRIC SHALL BE INSTALLED PRIOR TO NON-WOVEN GEOTEXTILE FABRIC SHALL BE INSTALLED PRIOR TO RIPRAP PLACEMENT, WITH UPPER END AND TOE END OF FABRIC BURIED OR ANCHORED TO PREVENT MOVEMENT. 5. RIPRAP PLACEMENT SHALL BE STARTED AT A STABILIZED RIPRAP PLACEMENT SHALL BE STARTED AT A STABILIZED LOCATION AND ENDED AT A STABILIZED OR CONTOURED POINT. 6. MATERIAL SELECTED FOR RIPRAP SHALL BE HARD, ANGULAR, AND MATERIAL SELECTED FOR RIPRAP SHALL BE HARD, ANGULAR, AND RESISTANT TO WEATHERING. SIZE OF TYPICAL RIPRAP STONES WEIGHT AVERAGE DIAMETER TYPICAL SHAPE (LBS) D50 (IN) LENGTH(IN) WIDTH(IN) 100 13 21 7

AutoCAD SHX Text

PREPARED FOUNDATION

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RIP-RAP 8" - 12" STONE (MIN.)

AutoCAD SHX Text

BLEND TO MEET EXISTING GRADE

AutoCAD SHX Text

RIPRAP DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text E12

AutoCAD SHX Text SOIL TYPES ARE ACCORDING TO THE USDA SOIL SURVEY WEB SITE. 41B - Aquents, sandy, loamy, undulating. 59 - Urban land.

AutoCAD SHX Text

SOIL TYPE LIMIT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

KAB'17

AutoCAD SHX Text

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

AutoCAD SHX Text

PROPOSED HMA PAVEMENT

AutoCAD SHX Text

PROPOSED GRASS AREAS

AutoCAD SHX Text

PROPOSED RIPRAP

AutoCAD SHX Text 1366'

AutoCAD SHX Text

665 SYD

AutoCAD SHX Text

390 SYD

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

CONSTRUCTION SEQUENCE

AutoCAD SHX Text

FINISH GRADING

AutoCAD SHX Text

JAN

AutoCAD SHX Text

FEB

AutoCAD SHX Text

MAR

AutoCAD SHX Text

APR

AutoCAD SHX Text

MAY

AutoCAD SHX Text

JUN

AutoCAD SHX Text

JUL

AutoCAD SHX Text

AUG

AutoCAD SHX Text

SEP

AutoCAD SHX Text

OCT

AutoCAD SHX Text

NOV

AutoCAD SHX Text

DEC

AutoCAD SHX Text

STRIP & STOCKPILE TOPSOIL

AutoCAD SHX Text

TEMPORARY EROSION CONTROL MEASURES

AutoCAD SHX Text

ROUGH GRADE SEDIMENT CONTROL

AutoCAD SHX Text

STORM DRAINAGE REQUIREMENTS

AutoCAD SHX Text

TEMP. CONSTRUCTION ROADS

AutoCAD SHX Text

PERMANENT EROSION CONTROL MEASURES

AutoCAD SHX Text SOIL EROSION & SEDIMENTATION CONTROL OPERATION TIME SCHEDULE FOR CONSTRUCTION PHASE 1

AutoCAD SHX Text

1. PURSUANT TO PART 91 OF 1994 PA 451, SOIL EROSION AND PURSUANT TO PART 91 OF 1994 PA 451, SOIL EROSION AND SEDIMENTATION CONTROL (SESC), AS AMENDED, THE DMVA HAS ESTABLISHED SESC PROCEDURES TO PROVIDE "EFFECTIVE SOIL EROSION AND SEDIMENTATION CONTROL, INSPECTION, ENFORCEMENT AND SEDIMENT POLLUTION ABATEMENT OR PREVENTION". AS AN AUTHORIZED PUBLIC AGENCY (APA), THE DMVA IS RESPONSIBLE FOR CONTROLLING EROSION AND OFFSITE SEDIMENTATION ON ALL DMVA CONSTRUCTION PROJECTS, AND FROM APPLICABLE MILITARY CONSTRUCTION TRAINING ACTIVITIES AT DMVA FACILITIES. THIS RESPONSIBILITY CANNOT BE TRANSFERRED TO THE DESIGNER OR CONTRACTOR. HOWEVER, THEIR CONTRACTS (AND AGREEMENTS WITH OTHER MILITARY ENTITIES) CAN INCLUDE PENALTIES FOR NON-COMPLIANCE WITH SESC PROVISIONS THAT ARE INCLUDED IN THE CONTRACT DOCUMENTS. TO ASSIST DMVA'S CONSTRUCTION & FACILITIES MANAGEMENT OFFICE (CFMO) WITH ENSURING COMPLIANCE WITH PART 91 OF 1994 PA 451, A SESC PROGRAM HAS BEEN ESTABLISHED. THE SESC PROGRAM INCORPORATES DMVA STAFF AND THE PROCEDURES IN THIS GUIDEBOOK FOR THE CONTROL OF EROSION AND SEDIMENTATION. THE SESC PROGRAM FUNCTIONS INDEPENDENT OF THE CONSTRUCTION INSPECTION SERVICES BEING PROVIDED BY THE CFMO." 2. THE DMVA, AS APA, CAN ISSUE UP TO $500 PER DAY PLUS ASSESSMENT THE DMVA, AS APA, CAN ISSUE UP TO $500 PER DAY PLUS ASSESSMENT OF ACTUAL DAMAGE COSTS FOR FAILURE TO IMPLEMENT THE SESC DESIGN AND CONSTRUCTION CONTRACTOR PREPARED AND APPROVED SESC IMPLEMENTATION PLAN. THE FINES AND FEES ARE FOR WHEN A CONTRACTOR REFUSES TO COMPLY WITH SESC REQUIREMENTS AND CORRECTIVE MEASURES CONTAINED IN THE CONSTRUCTION CONTRACT. FOR BONDED PROJECTS, THE SURETY COMPANY SHALL BE HELD RESPONSIBLE FOR THESE COSTS IN THE EVENT THE CONTRACTOR REFUSES TO PERFORM OR IS FOUND IN DEFAULT. 3. CONTRACTORS SHALL ENSURE THEIR BID INCLUDES 1) CONSTRUCTION CONTRACTORS SHALL ENSURE THEIR BID INCLUDES 1) CONSTRUCTION SEQUENCING FOR SESC, 2) INSTALLATION, MAINTENANCE, AND REMOVAL OF TEMPORARY SESC CONTROL MEASURES AND 3) INSTALLATION AND MAINTENANCE OF PERMANENT SESC CONTROL MEASURES IF APPLICABLE. 4. THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, SESC IMPLEMENTATION PLAN”, , WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 5. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 6. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 7. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 8. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, 9. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 10. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 11. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 12. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 13. CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION ACCESS ROUTES DURING PRE-CONSTRUCTION MEETING. CONTRACTOR & ENGINEER SHALL MARK UP CONSTRUCTION PLAN AND AGREE TO CONSTRUCTION ACCESS ROUTES FOR ALL MATERIALS AND EQUIPMENT. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO ANY DEVIATION FROM ROUTES.

EX. BLDG

F.F. 972.0

PUBLIC WORKS DRIVE

AD EX. HMA

EX. CONC

EX. HMA EX. HMA

EX. HMA

EX. HMAEX. HMA

EX. HMA

EX. GRASS

. G

EX. PT

EQUIP.

EX. STORM

RETENTION

EX. CONCEX. HMA

EX. STORM

RETENTION

EX. STORM

RETENTION

EX.

GRASS

EX.

GRASS

EX.

GRASS

EX.

GRASS

EX. CONC EX. HMA

EX. HMA

SF SF SF

SF SF

SF SF SF SF

SF SF SF SF SF SF SF

E9 T E9 T E9 T

E9 T

E8 P E8 P E8 P

E8 P

E8 P E8 P

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

0 20' 40'

SCALE: 1" = 20'

O P

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE FENCE AND GATE ON THIS SIDE ONLY

AutoCAD SHX Text

REMOVE LIGHT POLE

AutoCAD SHX Text

REMOVE LIGHT POLE

AutoCAD SHX Text S51

AutoCAD SHX Text S58T

AutoCAD SHX Text

REMOVE PARKING BLOCKS, TYP.

AutoCAD SHX Text

REMOVE PARKING BLOCKS, TYP.

AutoCAD SHX Text

REMOVE PARKING BLOCKS, TYP.

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE TREE, TYP.

AutoCAD SHX Text

REMOVE PARKING BLOCKS, TYP.

AutoCAD SHX Text

REMOVE PARKING BLOCKS, TYP.

AutoCAD SHX Text

REMOVE SIGN

AutoCAD SHX Text

REMOVE SIGN

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

DEMO PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

SILT FENCE, 1366' TOTAL

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

DEMOLISH AND DISPOSE OF ITEM

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

KAB'17

AutoCAD SHX Text

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

AutoCAD SHX Text CLEAR AND GRUB, REMOVE TOPSOIL, STOCKPILE. GRADE FOR NEW PAVEMENT CROSS SECTION - 1940 SY

AutoCAD SHX Text MILL AND PULVERIZE ENTIRE DEPTH OF ASPHALT INCLUDING CURB, USE FOR FILL IF NEEDED AND REGRADE OF NEW LOT - 4913 SY TOTAL

AutoCAD SHX Text

DEMOLISH AND REMOVE CONCRETE - 145 SY TOTAL

AutoCAD SHX Text

* SOME AREAS HAVE MULTIPLE AREA TYPES FOR WORKSOME AREAS HAVE MULTIPLE AREA TYPES FOR WORK

AutoCAD SHX Text

REMOVE CHAIN LINK FENCE, 138' TOTAL

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING LIGHT

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

STORM DETENTION AREA

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND GAS LINE

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UNDERGROUND SANITARY SEWER

AutoCAD SHX Text

UNDERGROUND STORM SEWER

AutoCAD SHX Text

REMOVE 25 CONCRETE JERSEY BARRIERS LOCATED THROUGHOUT THE SITE.

NOTE:

EX. BLDG

F.F. 972.0

PUBLIC WORKS DRIVE

AD EX. HMA

EX. CONC

EX. HMA EX. HMA

EX. HMA

EX. HMAEX. HMA

EX. HMA

EX. GRASS

. G

EX. PT

EQUIP.

EX. STORM

RETENTION

EX. CONC

EX. STORM

RETENTION

EX. STORM

RETENTION

EX.

GRASS

EX. HMA

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

0 20' 40'

SCALE: 1" = 20'

AutoCAD SHX Text

NEW POV PARKING 21 SPOTS

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

POV PARKING 22 SPOTS

AutoCAD SHX Text

POV PARKING 26 SPOTS

AutoCAD SHX Text

POV PARKING 16 SPOTS

AutoCAD SHX Text

POV PARKING 20 SPOTS

AutoCAD SHX Text

POV PARKING 8 SPOTS

AutoCAD SHX Text

POV PARKING 92 SPOTS EXISTING

AutoCAD SHX Text

NEW POV PARKING 9 SPOTS

AutoCAD SHX Text

POV PARKING 37 SPOTS NEW

AutoCAD SHX Text

POV PARKING 129 SPOTS TOTAL

AutoCAD SHX Text

MILITARY PARKING

AutoCAD SHX Text S

AutoCAD SHX Text

NEW POV PARKING 7 SPOTS

AutoCAD SHX Text

NEW MOVEABLE LOADING RAMP

AutoCAD SHX Text

NEW DUMPSTER

AutoCAD SHX Text

PROVIDE A ROLLED 6" X 6" ASPHALT CURB ALONG ENTIRE LENGTH, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text PROVIDE AND INSTALL NEW 6' CHAIN LINK FENCING WITHOUT BARBED WIRE, WITH PRIVACY STRIPS

AutoCAD SHX Text

PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND TO NEW FENCE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

KAB'17

AutoCAD SHX Text

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

AutoCAD SHX Text

PROPOSED HMA PAVEMENT, 6550 SY TOTAL

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DETAIL CALLOUT

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

SHEET SHOWN

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

PROPOSED FENCE, 332 LF TOTAL

AutoCAD SHX Text

PROPOSED EXT. LIGHT WITH POLE, 2 TOTAL

AutoCAD SHX Text

PROPOSED GRASS AREAS, 665 SY TOTAL

AutoCAD SHX Text

PROPOSED SIGN, 2 TOTAL

AutoCAD SHX Text

PROPOSED CONCRETE, 245 SY TOTAL

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

STORM DETENTION AREA

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND GAS LINE

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UNDERGROUND SANITARY SEWER

AutoCAD SHX Text

UNDERGROUND STORM SEWER

AutoCAD SHX Text E

AutoCAD SHX Text

39 SY 4" CONCRETE SIDEWALK

AutoCAD SHX Text C5

AutoCAD SHX Text B

AutoCAD SHX Text

NEW 22' WIDE SLIDING VEHICLE GATE

AutoCAD SHX Text C6

AutoCAD SHX Text G

AutoCAD SHX Text

4,913 SY OF ASPHALT PAVEMENT REPAVING

AutoCAD SHX Text C5

AutoCAD SHX Text B

AutoCAD SHX Text

NEW 22' WIDE SLIDING VEHICLE GATE

AutoCAD SHX Text C6

AutoCAD SHX Text A

AutoCAD SHX Text

NEW LOADING RAMP

AutoCAD SHX Text C5

AutoCAD SHX Text A

AutoCAD SHX Text

NEW 120 LF OF 6' CHAIN LINK FENCE WITH ANTI-CLIMB

AutoCAD SHX Text C6

AutoCAD SHX Text A

AutoCAD SHX Text

NEW 170 LF OF 6' CHAIN LINK FENCE WITH ANTI-CLIMB

AutoCAD SHX Text C6

AutoCAD SHX Text A

AutoCAD SHX Text

NEW 42 LF OF 6' CHAIN LINK FENCE

AutoCAD SHX Text C6

AutoCAD SHX Text F

AutoCAD SHX Text

489 SY OF NEW ASPHALT PAVEMENT

AutoCAD SHX Text C5

AutoCAD SHX Text F

AutoCAD SHX Text

931 SY OF NEW ASPHALT PAVEMENT, TYP. THROUGHOUT AREA

AutoCAD SHX Text C5

AutoCAD SHX Text F

AutoCAD SHX Text C5

AutoCAD SHX Text

41 SY OF NEW ASPHALT PAVEMENT

AutoCAD SHX Text F

AutoCAD SHX Text

186 SY OF NEW ASPHALT PAVEMENT

AutoCAD SHX Text C5

AutoCAD SHX Text D

AutoCAD SHX Text

CONCRETE SPLASH BLOCK, 15 TOTAL

AutoCAD SHX Text C5

AutoCAD SHX Text C

AutoCAD SHX Text

46 SY OF NEW 8" CONCRETE SLAB

AutoCAD SHX Text C6

AutoCAD SHX Text B

AutoCAD SHX Text C5

NEW BARRIER FREE SIGN, 2 TOTAL

EX. BLDG

F.F. 972.0

PUBLIC WORKS DRIVE

AD EX. HMA

EX. CONC

EX. HMA EX. HMA

EX. HMA

EX. HMAEX. HMA

EX. HMA

EX. GRASS

. G

EX. PT

EQUIP.

EX. STORM

RETENTION

EX. CONC

EX. STORM

RETENTION

EX. STORM

RETENTION

EX.

GRASS

EX. HMA

SF SF SF

SF SF

SF SF SF SF

SF SF SF SF SF SF SF

E9 T E9 T E9 T

E9 T

E8 P E8 P E8 P

E8 P

E8 P E8 P

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

0 20' 40'

SCALE: 1" = 20'

G R

G P

AutoCAD SHX Text

NEW POV PARKING 21 SPOTS

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

POV PARKING 22 SPOTS

AutoCAD SHX Text

POV PARKING 26 SPOTS

AutoCAD SHX Text

POV PARKING 16 SPOTS

AutoCAD SHX Text

POV PARKING 20 SPOTS

AutoCAD SHX Text

POV PARKING 8 SPOTS

AutoCAD SHX Text

POV PARKING 92 SPOTS EXISTING

AutoCAD SHX Text

NEW POV PARKING 9 SPOTS

AutoCAD SHX Text

POV PARKING 37 SPOTS NEW

AutoCAD SHX Text

POV PARKING 129 SPOTS TOTAL

AutoCAD SHX Text

MILITARY PARKING

AutoCAD SHX Text S

AutoCAD SHX Text

NEW POV PARKING 7 SPOTS

AutoCAD SHX Text

NEW MOVEABLE LOADING RAMP

AutoCAD SHX Text

NEW DUMPSTER

AutoCAD SHX Text S51

AutoCAD SHX Text

PROVIDE A ROLLED 6" X 6" ASPHALT CURB ALONG ENTIRE LENGTH, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text S58T

AutoCAD SHX Text PROVIDE AND INSTALL NEW 6' CHAIN LINK FENCING WITHOUT BARBED WIRE, WITH PRIVACY STRIPS

AutoCAD SHX Text

PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND TO NEW FENCE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

KAB'17

AutoCAD SHX Text

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

AutoCAD SHX Text

PROPOSED HMA PAVEMENT, 6550 SY TOTAL

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DETAIL CALLOUT

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

SHEET SHOWN

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

PROPOSED FENCE, 332 LF TOTAL

AutoCAD SHX Text

PROPOSED EXT. LIGHT WITH POLE, 2 TOTAL

AutoCAD SHX Text

PROPOSED GRASS AREAS, 665 SY TOTAL

AutoCAD SHX Text

PROPOSED SIGN, 2 TOTAL

AutoCAD SHX Text

PROPOSED CONCRETE, 245 SY TOTAL

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

STORM DETENTION AREA

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UNDERGROUND GAS LINE

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UNDERGROUND SANITARY SEWER

AutoCAD SHX Text

UNDERGROUND STORM SEWER

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

SILT FENCE, 1366' TOTAL

AutoCAD SHX Text

EXISTING CONTOUR

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

C D

RESERVED

PARKING

ONLY

Z Z

AutoCAD SHX Text

%%ULOADING RAMP

AutoCAD SHX Text

ADJUSTABLE LOADING RAMP

AutoCAD SHX Text

NEW 100,000 LB PORTABLE/

AutoCAD SHX Text

CENTER ON NEW CONCRETE PAD

AutoCAD SHX Text

8" CONCRETE SLAB WITH 6X6 W2.9XW2.9 WWF AT MIDPOINT OVER 8" OF COMPACTED 21AA

AutoCAD SHX Text NEW 100,000 LB CAPACITY PORTABLE/ADJUSTABLE LOADING RAMP. CENTER IN NEW CONCRETE SLAB

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

LOADING RAMP LAYOUT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text ALUMINUM POST AND PANEL SIGN, INT'L SYMBOL IN WHITE ON BLUE BACKGROUND. MOUNTED ON BOTH SIDES WHERE INDICATED

AutoCAD SHX Text 6" DIA GALVANIZED STEEL PIPE WITH CONC FILL (TO BE PAINTED). INSTALL WITH SIGNS LOCATED IN PAVEMENT-PAINT

AutoCAD SHX Text

12" DIAMETER CONCRETE BASE

AutoCAD SHX Text 2"x2" SQ. ALUM. POST

AutoCAD SHX Text

VAN

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

SEE PLAN FOR LOCATION

AutoCAD SHX Text B

AutoCAD SHX Text

BARRIER FREE PARKING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PARKING LOT NEW

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text F

AutoCAD SHX Text

NEW ASPHALT / GRASS

AutoCAD SHX Text

SLOPE PER PLAN

AutoCAD SHX Text

12" 21AA CRUSHED CONCRETE

AutoCAD SHX Text

220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN

AutoCAD SHX Text

REMOVE EXISTING TOPSOIL TO PLACE NEW ASPHALT AND BASE

AutoCAD SHX Text

NEW ASPHALT / GRASS

AutoCAD SHX Text

PARKING LOT REPAVING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text G

AutoCAD SHX Text MAX 1:4 FILL SLOPE, RESTORE WITH MIN 3" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)**

AutoCAD SHX Text

SLOPE PER PLAN

AutoCAD SHX Text

CRUSH, RESHAPE AND COMPACT 4" HMA, PLUS 2" EXISTING BASE MATERIAL

AutoCAD SHX Text ** CUT SWALE & FILL SLOPES SHOWN ARE TYPICAL AND COULD BE REQUIRED ON ALL SIDES OF PARKING LOT TO MATCH EXISTING CONDITIONS. CONTRACTOR TO PROVIDE GRADING AND RESTORATION AS NEEDED UP TO GRADING LIMITS IN ORDER TO ESTABLISH POSITIVE DRAINAGE AND ELIMINATE STANDING WATER.

AutoCAD SHX Text

220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN

AutoCAD SHX Text

EXISTING BASE

AutoCAD SHX Text MAX 1:4 FILL SLOPE, RESTORE WITH MIN 3" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)**

AutoCAD SHX Text C

AutoCAD SHX Text

CATCH BASIN SLAB

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 8' X 8' BY 6" THICK REINFORCED CONCRETE SLAB WITH CONTRACTION JOINTS AT MIDSLAB EACH WAY. PLACE ON MIN 6" COMPACTED 21AA BASE. REINFORCE WITH 6X6-W2.4XW2.4 AT MIDSLAB

AutoCAD SHX Text

NEW STORM CATCH BASIN

AutoCAD SHX Text C.J.

AutoCAD SHX Text D

AutoCAD SHX Text

CONCRETE SPLASH BLOCK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 1"

AutoCAD SHX Text

SLOPE TO DRAIN 1/4": 1' - 0"

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text E

AutoCAD SHX Text

SEE PLAN FOR WIDTH

AutoCAD SHX Text 14"R

AutoCAD SHX Text 4"

AutoCAD SHX Text

MINIMUM 6" MDOT CLASS II COMPACTED GRANULAR BASE

AutoCAD SHX Text

6X6 - W1.4 X W1.4 WWF AT MIDPOINT

AutoCAD SHX Text

BROOM FINISH

AutoCAD SHX Text SLOPE FIN. GRADE AWAY FROM WALK, RESTORE WITH TOPSOIL, FERTILIZER, SEED & MULCH (TYP)

AutoCAD SHX Text

EXCAVATE AS REQUIRED TO INSTALL NEW SIDEWALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. SIDEWALK JOINTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

%%UCONTRACTION JOINT

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

JOINT SEALER CONFORMING TO ASTM D1850

AutoCAD SHX Text

PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752

AutoCAD SHX Text *INSTALL EXPANSION JOINTS AT MAXIMUM 30' INTERVALS & AT ALL SIDEWALK CHANGES IN DIRECTION

AutoCAD SHX Text

*INSTALL CONTRACTION JOINTS AT INTERVALS EQUAL TO SIDEWALK WIDTH

*SEE DETAIL 2 THIS SHEET FOR SIDEWALK JOINT REQUIREMENTS

BOTTOM GUIDE

CATCH ASSEMBLY

GATE HANGER ASSEMBLY

ENLARGED SECTION

BARB ARM & ANTI-CLIMB

DESCRIPTION

GATE CRITICAL DIMENSION CHART

CLEAR OPENING

POST HEIGHT (W BARB ARMS)

FABRIC HEIGHT

COUNTERBALANCE LENGTH

OVERALL GATE LENGTH

NOMINAL GATE HEIGHT

F G

MARK

E *D

A *B

7'-6"E + 1'-6" 5'-0"E - 1'-0"

DIM.

22'-0"

34'-0"

6'-0"

FORMULA

(A/2)-11"

A x 1.5

E A x 0.5

COUNTERBALANCE POST SPACING C/C

END OR GATE POST DETAIL

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL TOP OR BRACE RAIL ATTACHMENT

ROUND POST

NOTE:

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

C E/

C D

TRESPASSING

RESTRICTED

AREA

COMPACTED SUBGRADE

CONCRETE PAVEMENT

TO DIRECTION OF TRAVEL

FILLER, HELD DOWN 1/2"

WITH 1/2" PREMOLDED

TYPICAL EXPANSION JOINT

FINISH PERPENDICULAR

6 X 6 - W2.9/W2.9 WWF

MEDIUM-HEAVY BROOM

S (T

W O

1/4"R

4" 4" 1/4"R

COMPACTED MDOT

CLASS II SAND

COMPACTED MDOT 21AA

CONSTRUCTION AND EXPANSION

JOINTS SHALL BE PLACE PER ACI

REQUIREMENTS, FILL ALL JOINTS

WIT SEALANT

HAND-TOOLED CONTROL

JOINT 1/4" WIDTH; 1/4

DEPTH OF SLAB, FILL ALL

JOINTS WITH SEALANT

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

A = 22'-0" CLEAR OPENING

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

NEW GATE POST

AutoCAD SHX Text

NEW GATE POST AS SPECIFIED

AutoCAD SHX Text

NEW GATE POST

AutoCAD SHX Text

CHAIN LINK FABRIC -9 GAUGE 2" GALV MESH

AutoCAD SHX Text

2" X 2" ALUM VERTICAL END MEMBERS

AutoCAD SHX Text

DIAGONAL BRACING AS SPECIFIED

AutoCAD SHX Text

2" X 2" ALUM MAJOR VERTICAL MEMBERS

AutoCAD SHX Text

1" X 1" ALUM INTERMEDIATE VERTICAL MEMBERS

AutoCAD SHX Text

3 SETS OF DOUBLE STRAND BARBED WIRE

AutoCAD SHX Text

2" X 2" ALUM MEMBER WITH WELDED IN PLACE TOP CAP

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

4" O.D. POST

AutoCAD SHX Text

COMPANION

AutoCAD SHX Text

CATCHER

AutoCAD SHX Text

HANGER BRACKET

AutoCAD SHX Text

5/8" HANGER BOLT

AutoCAD SHX Text

GUSSETS

AutoCAD SHX Text

W4 TRUCK

AutoCAD SHX Text

SPHERICAL SUPPORT

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text

BOTTOM GUIDE BRACKET

AutoCAD SHX Text

4" O.D. POST

AutoCAD SHX Text

GUIDE WHEEL

AutoCAD SHX Text

UL 325 COMPLIANT WHEEL COVERS (STANDARD)

AutoCAD SHX Text

SMOOTH LEADING EDGE. (NO PROTRUSIONS PER ASTM F 2200)

AutoCAD SHX Text

TRACK

AutoCAD SHX Text

W4 TRUCK (TYP.)

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

ASTM F 2200 COMPLIANT GAP PROTECTORS (STANDARD)

AutoCAD SHX Text

3 SETS OF DOUBLE STRAND BARBED WIRE

AutoCAD SHX Text

2" X 2" ALUM MEMBER WITH WELDED IN PLACE TOP CAP

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GATE POST (NEW/EXTG) 4" STEEL

AutoCAD SHX Text

GATE POST (NEW/EXTG) 4" STEEL

AutoCAD SHX Text

PROVIDE EXTENSION ALONG ENTIRE BOTTOM OF GATE SO GAP IS NO MORE THAN 3"

AutoCAD SHX Text X

AutoCAD SHX Text

6' FABRIC WIDTH

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

10'-0" MAXIMUM

AutoCAD SHX Text 6"

AutoCAD SHX Text

3'-6" MIN.

AutoCAD SHX Text

16" MIN. DIA.

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

2 3/8" O.D. LINE POST

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

HOG RINGS (TYP.)

AutoCAD SHX Text

12" MIN. DIA.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2"

AutoCAD SHX Text

CHAIN-LINK FABRIC 9 GAGE, 2" MESH WITH BARBED TWIST SELVAGE TOP & BOTTOM

AutoCAD SHX Text

2 7/8" O.D. CORNER, END, OR PULL POST

AutoCAD SHX Text

9 GAUGE STEEL TIE WIRES (TYP.)

AutoCAD SHX Text

TIE WIRES OR HOG RINGS (TYP.)

AutoCAD SHX Text

7 GAUGE TENSION WIRE

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

BARBED-WIRE APRON ON EXTENSION ARMS

AutoCAD SHX Text

10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

1 5/8" O.D. BRACE RAIL AT ENDS, CORNERS, & GATES

AutoCAD SHX Text

TRUSS ROD 3/8" MIN. DIA. WITH TURNBUCKLE AT ENDS, CORNERS, & GATES

AutoCAD SHX Text X

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

TENSION BAR

AutoCAD SHX Text

CARRIAGE BOLT

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

TENSION BAND

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

PULL POST

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

10'-0" MAX.

AutoCAD SHX Text

10'-0" MAX.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

1 1/2" (TYP.)

AutoCAD SHX Text

9-GAGE STEEL TIE WIRES (2'-0" O.C. MAX.)

AutoCAD SHX Text

TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

AutoCAD SHX Text

TENSION BAR TO ENGAGE EACH FABRIC LINK

AutoCAD SHX Text

BARBED WIRE OR TENSION WIRE

AutoCAD SHX Text

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 660 FEET.

AutoCAD SHX Text

TRUSS ROD (3/8" MIN. DIA.)

AutoCAD SHX Text

TRUSS ROD (3/8" MIN. DIA.)

AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

NEW 22' ALUMINUM SLIDING GATE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text B

AutoCAD SHX Text 11-7/16"

AutoCAD SHX Text

A RED, WHITE AND BLUE SHIELD

AutoCAD SHX Text

ON A CREAM BACKGROUND

AutoCAD SHX Text

GSA NUMBER 9905-00-559-2971

AutoCAD SHX Text

GSA SAFETY SIGN

AutoCAD SHX Text

NONREFLECTORIZED SIGN INCLUDES

AutoCAD SHX Text 13-1/2"

AutoCAD SHX Text ** THE CONTRACTOR SHALL INSTALL GSA PERIMETER SIGNS PROVIDED BY DMVA FOR ALL NEW FENCING AND GATES. THE CONTRACTOR SHALL INSTALL SIGNS ON THE SECURE SIDE OF THE FENCING WITH NOMENCLATURE SHOWN TO THE ROAD SIDE OF THE FENCING. THE SIGNS SHALL BE POSTED AT INTERVALS OF NO MORE THAN 100 FEET AND ON ALL NEW GATES. FASTEN WITH HOG RINGS ON 4 CORNERS.

AutoCAD SHX Text

6' SECURITY FENCE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

CONCRETE PAVEMENT DETAIL

AutoCAD SHX Text

NOT TO SCALE

EX. BLDG

F.F. 972.0

PUBLIC WORKS DRIVE

AD EX. HMA

EX. CONC

EX. HMA EX. HMA

EX. HMA

EX. HMAEX. HMA

EX. HMA

EX. GRASS

. G

EX. PT

EQUIP.

EX. STORM

RETENTION

EX. CONC

EX. STORM

RETENTION

EX. STORM

RETENTION

EX.

GRASS

EX. HMA

C O

R U

O N

R D

O R

O D

N O

R M

O R

- W

D D

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

R D

T W

P, M

I 4

0 20' 40'

SCALE: 1" = 20'

R N

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PROVIDE A ROLLED 6" X 6" ASPHALT CURB ALONG ENTIRE LENGTH, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

CLEAN OUT STRUCTURE AND PIPE, REPAIR AS NEEDED, TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text

REPLACE EXISTING ROLLED 6" X 6" ASPHALT CURBS , TYP.

AutoCAD SHX Text PROVIDE AND INSTALL NEW 6' CHAIN LINK FENCING WITHOUT BARBED WIRE, WITH PRIVACY STRIPS

AutoCAD SHX Text

PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND TO NEW FENCE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

ALTERNATE PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

KAB'17

AutoCAD SHX Text

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

AutoCAD SHX Text

1. STATE THE AMOUNT TO BE DEDUCTED FROM THE BASE PROPOSAL SUM STATE THE AMOUNT TO BE DEDUCTED FROM THE BASE PROPOSAL SUM TO REMOVE THE MATERIAL/LABOR AND PARTS/PIECES ASSOCIATED WITH MILLING AND PAVING OF THE EXISTING PAVING AS SHOWN ON SHEET C7. 2. STATE THE AMOUNT TO BE DEDUCTED FROM THE BASE PROPOSAL SUM STATE THE AMOUNT TO BE DEDUCTED FROM THE BASE PROPOSAL SUM TO REMOVE THE MATERIAL/LABOR AND PARTS/PIECES ASSOCIATED WITH ALL OF THE REMAINING EXTERIOR WORK AS SHOWN ON SHEET C11.

AutoCAD SHX Text

ALTERNATE SCHEDULE

AutoCAD SHX Text

FENCE CHANGES DEDUCTIVE ALTERNATE 2

AutoCAD SHX Text

PAVEMENT MARKINGS DEDUCTIVE ALTERNATE 2

AutoCAD SHX Text

DUMPSTER FENCE DEDUCTIVE ALTERNATE 2

MOVEABLE LOADING RAMP DEDUCTIVE ALTERNATE 2

File details come from the government source that posted it. Updated Mar 12, 2026.