S02_Attachment-5_Drawings_846CM3047_2021-11-08_Part1.pdf

PDF 10 MB Posted Nov 16, 2021

Attached to: Y1PZ--Renovate Historic Wall at Fort Sam Houston National Cemetery: Project 846CM3047 Bid Documents shall be submitted by Electronic Delivery
Solicitation number: 36C78621B0024
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a federal contract solicitation for renovations at Fort Sam Houston National Cemetery. The solicitation number is 36C78621B0024 and seeks bids for Project 846CM3047 to renovate the historic wall at the cemetery. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. Electronic bids must be submitted through the System for Award Management website by the date specified in the solicitation. The acquisition type is an Invitation for Bid and the contract value is estimated between $500,000 and $1,000,000. This opportunity is open only to verified Service-Disabled Veteran-Owned Small Businesses as a 100% set-aside. Firms must be registered in both the Vendor Information Pages and System for Award Management databases to be considered. The point of contact for any questions is Jerry L. Hodson Jr. via email.

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Other files

File	Type	Posted
36C78621B0024 0001.docx	DOCX document	Dec 2, 2021
S02_Attachment-12_852.219-77_Limitations on Subcontracting-Contractor Certification.pdf	PDF	Nov 16, 2021
S02_Attachment-6_Drawings_846CM3047_2021-11-08_Part2.pdf	PDF	Nov 16, 2021
S02_Attachment-1_EO14042_ Ensuring Adequate COVID Safety Protocols for FedCTRs.pdf	PDF	Nov 16, 2021
S02_Attachment-8_Drawings_846CM3047_2021-11-08_Part4.pdf	PDF	Nov 16, 2021
S02_Attachment-7_Drawings_846CM3047_2021-11-08_Part3.pdf	PDF	Nov 16, 2021
S02_Attachment-10_Drawings_846CM3047_2021-11-08_Part6.pdf	PDF	Nov 16, 2021
S02_Attachment-4_Wall-Topo Survey 846CM3047.docx	DOCX document	Nov 16, 2021
S02_Attachment-9_Drawings_846CM3047_2021-11-08_Part5.pdf	PDF	Nov 16, 2021
S02_Attachment-2_Wage Determination_BUILDING_Bexar Co_TX20210231_7-9-21.pdf	PDF	Nov 16, 2021
S02_Attachment-11_Specification_846CM3047_2021-11-08.pdf	PDF	Nov 16, 2021
S02_Attachment-3_SOW_846CM3047.pdf	PDF	Nov 16, 2021
S02_Attachment-13_Contractor Price Estimate Worksheet.xlsx	XLSX spreadsheet	Nov 16, 2021
36C78621B0024.docx	DOCX document	Nov 16, 2021

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t

/1 0/

P M

GI-001

COVER SHEET REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021 RHC RJP

846CM3047

Dwg. 1 of 33

Department of Veterans Affairs

1520 HARRY WURZBACH

RD. SAN ANTONIO, TX.

78209

PROJECT # 846CM3047

NATIONAL CEMETERY ADMINISTRATION

FORT SAM HOUSTON NATIONAL CEMETERY

SHEET INDEX:

LOCATION MAP: VICINITY MAP:CEMETERY MAP:

NTS NTS NTS

ARCHITECTURE

AS-100 OVERALL KEY PLAN

AS-101 SITE PLAN PART 1

AS-102 ELEVATIONS 1

AS-103 ELEVATIONS 2

AS-104 ELEVATIONS 3

AS-105 ELEVATIONS 4

AS-106 SITE PLAN PART 2

AS-107 ELEVATIONS 5

AS-108 SITE PLAN PART 3

AS-109 ELEVATIONS 6

AS-110 ELEVATIONS 7

AS-111 SITE PLAN PART 4

AS-112 ELEVATIONS 8

AS-113 ELEVATIONS 9

AS-114 ELEVATIONS 10

AS-115 ELEVATIONS 11

AS-116 SITE PLAN PART 5

AS-117 ELEVATIONS 12

AS-118 ELEVATIONS 13

AS-119 ELEVATIONS 14

AS-120 DETAILS

CIVIL

C-100 DETAILS

C-101 EROSION CONTROL

PLAN

C-102 EROSION CONTROL

DETAILS

GENERAL

GI-001 COVER SHEET

GI-002 GENERAL NOTES

GI-003 GENERAL NOTES

GI-004 SITE PLAN

SURVEY

VF-001 SITE SURVEY

VF-002 SEGMENT SURVEY

VF-003 SEGMENT SURVEY

VF-004 SEGMENT SURVEY

VF-005 PROPERTY LINES

Task 5: Bid Documents

Revisions: Date:

11/08/2021SHEET C-101

UNLESS NOTED AS EXISTING, ALL MATERIALS, EQUIPMENT,

MANUFACTURED ITEMS AND ASSEMBLIES INCORPORATED INTO

THE WORK SHALL BE NEW.

UNLESS NOTED TO BE REMOVED AND DISPOSED, ALL EXISTING

ITEMS ARE TO REMAIN. THEY SHALL BE PROTECTED FROM

DAMAGE DUE TO CONSTRUCTION ACTIVITIES. ANY EXISTING

ITEMS TO REMAIN THAT BECOME DAMAGED DUE TO

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED

TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER.

NOTATIONS FOR ITEMS OF WORK APPLY TO EACH AND EVERY

GRAPHICAL INDICATION SHOWN ON THE DRAWINGS, WHETHER

OR NOT NOTED.

THE GENERAL CONTRACTOR SHALL VISIT THE SITE, VERIFY FIELD

CONDITIONS AND CAREFULLY COMPARE SUCH FIELD

CONDITIONS AND OTHER INFORMATION KNOWN TO THE

CONTRACTOR WITH CONTRACT DOCUMENTS.

THE GENERAL CONTRACTOR SHALL REPORT ANY UNFORESEEN

FIELD CONDITIONS, ERRORS, INCONSISTENCIES, OR OMISSIONS

DISCOVERED AT ANY TIME DURING THE WORK, UPON SUCH

DISCOVERY, THE CONTRACTOR SHALL IMMEDIATELY CONTACT

THE CONTRACT OFFICER FOR CLARIFICATION BEFORE

PROCEEDING OR CONTINUING WITH THAT PORTION OF THE

WORK OR ANY PORTION RELATED THERE TO.

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND

STANDARDS INCLUDING THE INTERNATIONAL BUILDING CODE

LATEST EDITION AND NCA MASTER SPECIFICATIONS.

THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACT

OFFICER, CONTRACTING OFFICER'S REPRESENTATIVE, AND

ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,

NOTES AND ACTUAL FIELD CONDITIONS BEFORE BIDDING AND

COMMENCING ANY WORK, AND REQUEST CLARIFICATION IN

WRITING.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR

STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED

FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND

MEASURE THE NATURE AND EXTENT OF THE CONFLICT.

PROMPTLY SUBMIT A WRITTEN REPORT TO THE CONTRACT

OFFICER.

PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE C.O.R.

SECURE ACCESS POINT AS SPECIFIED AND DIRECTED BY THE

COR PROJECT ENGINEER.

CONTRACTOR TO NOTIFY VA 2 WEEKS IN ADVANCE PRIOR TO

ANY MAJOR UTILITY DISRUPTIONS OR OUTAGES. MAJOR

OUTAGES INVOLVING EMERGENCY AND CRITICAL BRANCH, SHALL

BE COORDINATED NOT LESS THAN 21 CALENDAR DAYS.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR

AMONG THE CONTRACT DOCUMENTS, THE BETTER QUALITY,

MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF

WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE

PROVIDED.

10.

11.

ONE-CALL UTILITY LOCATES: CONTRACTOR WILL BE

RESPONSIBLE FOR CALLING IN ONE-CALL UTILITY LOCATES FOR

THEIR PROJECT WORK AREA(S). COORDINATION WITH

FRANCHISE UTILITIES FOR UTILITY ADJUSTMENTS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

12.

HOLIDAY CEMETERY ROAD ACCESS: CONTRACTOR SHALL

SCHEDULE THE PROPOSED WORK TO ENSURE THAT NO FACILITY

ROADS WILL BE CLOSED DURING MEMORIAL DAY OR VETERANS

DAY.

13.

COORDINATION WITH CEMETERY DIRECTOR: CONTRACTOR

SHALL SCHEDULE A WEEKLY MEETING WITH THE CEMETERY

DIRECTOR TO DISCUSS CONSTRUCTION PROGRESS AND THE

OUTLOOK FOR THE FUTURE WEEK. SCHEDULED FUNERAL DATES

AND TIMES SHOULD BE SHARED AT THIS TIME.

14.

DUE TO THE CLOSE PROXIMITY OF THE HISTORIC WALL TO

EXISTING BURIAL SITES, CONTRACTOR WILL COORDINATE

CLOSELY WITH THE DIRECTOR'S OFFICE FOR DAILY WORK

ACTIVITY.

15.

THE WORK IS TO BE BROKEN INTO 3 PHASES. EACH PHASE WILL

NEED TO BE COMPLETED BEFORE MOVING TO THE NEXT PHASE;

(1) THE WALL ALONG HARRY WURZBACH ROAD SOUTH OF THE

MAIN ENTRY;

(2) THE WALL ALONG HARRY WURZBACH ROAD NORTH OF THE

MAIN ENTRY;

(3) THE WALL ALONG WINANS ROAD.

16.

THE CONTRACTOR CAN GAIN ACCESS TO THE WALL IN THE TURF

AREAS BETWEEN THE SECTION BUT MUST PROTECT THE TURF

BY PLACING SHEET OF PLYWOOD OR OTHER SIMILAR MATERIALS

AND AFTER APPROVAL FROM THE COR OR CEMETERY

DIRECTOR.

17.

THE CONTRACTOR WILL NOT PLACE ANY MATERIAL ON

GRAVESITES OR DRIVE EQUIPMENT OVER GRAVESITES.

18.

THE CONTRACTOR WILL SECURE THE RENOVATION WORK AREA

AT THE END OF EACH DAY WITH EITHER CONSTRUCTION FENCE

RENOVATION WORK OR CHAIN-LINK FOR AREAS OF

CONSTRUCTION OR DEMOLITION OF THE WALL.

19.

THE CONTRACTOR WILL NOT STORE EQUIPMENT AND MATERIAL

OUTSIDE OF STAGING AREA.

20.

THE CONTRACTOR MAY ACCESS THE WALLS USING A GATOR OR

WORKMAN VEHICLE.

21.

THE CONTRACTOR MUST ALWAYS PROTECT THE HEADSTONES

AT ALL TIMES DURING CONSTRUCTION. SHOULD ANY DAMAGE

OCCUR CONTRACTOR MUST REPORT IT TO THE CEMETERY

DIRECTOR AND COR IMMEDIATELY.

22.

THE CONTRACTOR SHALL INFORM THE COR OF ANY ADDITIONAL

LOOSE, MISSING OR DAMAGED STONE, MORTAR, OR CAP DURING

THE PERFORMANCE OF THE CONSTRUCTION WORK.

23.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

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rv t 6/

GI-002

GENERAL NOTES REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021 RHC RJP

846CM3047

Dwg. 2 of 33

DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE CONTAINED IN THE

DOCUMENT. THE DISCIPLINES ARE IDENTIFIED BY THE REFERENCE WHICH

IS INCORPORATED INTO THE SHEET TITLE.

EACH DRAWING IS NUMBERED ACCORDING TO ITS

LOCATION ON THE SHEET. THE DRAWING TITLE

APPEARS ABOVE THE DEMARCATION LINE AND, APPROPRIATE THE

SCALE IS LOCATED BELOW THE DEMARCATION LINE IN THE LOWER

LEFT-HAND QUADRANT OF THE KEY. THE DRAWING CAN BE

REFERENCED BACK TO IT'S ORIGINAL SHEET AND

DRAWING BY THE DRAWING REFERENCE LOCATION IN

THE LOWER RIGHT-HAND QUADRANT.

SHEET NUMBER

DRAWING NUMBER ON SHEET BY LOCATION

REFERENCE

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT THE

"APPROXIMATE LOCATION SHOWN." DO NOT SCALE DRAWINGS FOR

DIMENSIONAL INFORMATION

ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN TO EXACT SCALE.

ALL DIMENSIONS REQUESTED ARE SHOWN (OR MAY BE DERIVED FROM THOSE

SHOWN OR NOTED) ON THE FLOOR PLANS. DETAIL PLANS, ELEVATIONS,

SECTIONS, SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS.

SEE THE NOTES BELOW AND SYMBOLS FOR DIMENSIONING CONVENTIONS

USED ON THIS PROJECT.

DISCIPLINE REFERENCES

DRAWING NUMBERING

DRAWING REFERENCE

GENERAL NOTES

REF. 1/1-A1

BUILDING SECTION

RE: 1/AS-126

SHEET NUMBER

DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS

COLUMN GRID

NORTH ARROW

REVISION NUMBER AND EXTENT

KEYED NOTE MARK

-SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET WHERE

REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH SHEET

EXTENT OF CURRENT REVISION

1-A26

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

GI GENERAL INFORMATION

A ARCHITECTURAL

FP FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TECHNOLOGY

AS-100

DISCIPLINE SHEET NUMBER

CONSTRUCTION LIMITS

EXISTING TO REMAIN

CONCRETE

MASONRY

MATERIAL GRAPHICS

EARTH

S STRUCTURAL

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t

/1 2/

A M

GI-003

GENERAL NOTES REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

10/08/2021 RHC CLH

846CM3047

Dwg. 3 of 33

1.CONTRACTOR SHALL CEASE ALL NOISY CONSTRUCTION ACTIVITIES WHENEVER A PUBLICLY

ATTENDED SERVICE IS ONGOING AT THE NEARBY COMMITTAL SHELTER AND REDUCE OR

ELIMINATE NOISE WHEN REQUESTED BY THE CEMETERY DIRECTOR. NOISY CONSTRUCTION

ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO HAMMERING OR OPERATION OF DIESEL ENGINES

(90 DB)

2.ALL QUANTITIES SHOWN ARE ESTIMATED, AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO DETERMINE THE ACTUAL QUANTITIES REQUIRED. THERE SHALL NOT BE ANY ADDITIONAL

COMPENSATION FOR ADDITIONAL QUANTITIES BEYOND THOSE SHOWN ON THE PLANS AND/OR

BID SCHEDULE UNLESS REQUIRED BY FIELD CHANGES AND APPROVED BY OWNERS

REPRESENTATIVE. THE ONLY EXCEPTIONS ARE THE SPECIFIED MEASURED QUANTITY BID

ITEMS. ADJUSTMENTS INCREASE OR DECREASE TO MEASURED BID QUANTITIES MAY BE

NECESSARY AND SHALL REQUIRE OWNERS REPRESENTATIVE APPROVAL.

3.CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF CONSTRUCTION SCHEDULING 72 HOURS

PRIOR TO CONSTRUCTION.

4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES AND PROTECT THEM

FROM DAMAGE. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITIES SHOWN ARE

APPROXIMATE AND SOME ITEMS MAY NOT BE INDICATED IN THE PLANS. UNDERGROUND

UTILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED AND FLAGGED BY THE UTILITIES

AT THE REQUEST OF THE CONTRACTOR. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION IN

THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND

IDENTIFIED AND THEN ONLY WITH EXTREME CARE TO AVOID ANY POSSIBILITY OF DAMAGE TO

THE UTILITY FACILITY. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR

REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION IN CONNECTION WITH EXECUTION

OF THE WORK. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS WITH ALL

OTHER LOCAL UTILITY COMPANIES PERTINENT TO PROSECUTION OF THE WORK.

5.THE CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION SCHEDULE AND

CONSTRUCTION SEQUENCING TO THE COR FOR REVIEW. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH ALL APPROPRIATE AGENCIES WHO HAVE

JURISDICTION. SCHEDULE IS SUBJECT TO APPROVAL BY THE COR AND NO WORK SHALL BE

STARTED UNTIL SAID APPROVAL IS GIVEN. THE CONTRACTOR SHALL COORDINATE HIS

SCHEDULE TO CONFORM WITH THE COR REQUIREMENTS. ACCESS TO THE COMMITTAL

SHELTER SHALL REMAIN OPEN FOR THE DURATION OF THE PROJECT.

6.AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY AND AT THE

EXPENSE OF THE CONTRACTOR TO A CONDITION EQUAL OR BETTER THAN EXISTING, AS

APPROVED BY THE COR.

7.THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY CONTROL

MONUMENTS. SHOULD ANY SURVEY CONTROL MONUMENT BE DAMAGED OR DESTROYED BY

THE CONTRACTOR, THE ENGINEER WILL REPLACE THE MONUMENT SOLELY AT THE

CONTRACTOR'S EXPENSE.

8.THE CONTRACTOR SHALL SUBMIT A PLAN FOR STORAGE, PARKING AND SERVICE AREAS(S) TO

OWNER FOR REVIEW AND APPROVAL. THE PLAN MUST BE SUBMITTED AND APPROVED PRIOR

TO COMMENCING WORK. A STABILIZED CONTRACTOR STAGING AREA SHALL BE PROVIDED ON-

SITE FOR THE REFUELING AND SERVICING OF CONSTRUCTION EQUIPMENT.

9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HAUL ROUTES (STATE

HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE AGENCIES WHO HAVE

JURISDICTION OVER THE AFFECTED ROUTE. THE HAUL ROUTE FOR EARTHWORK OPERATIONS

SHALL BE LOCATED TO PREVENT INTERFERENCE WITH LOCAL COMMERCIAL OPERATIONS. ON-

SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO

THE ORIGINAL CONDITIONS UPON COMPLETION OF BEING USED AS A HAUL ROUTE AT THE

CONTRACTOR'S EXPENSE

10.THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS AND LICENSES

AND SHALL COMPLY WITH ANY AND ALL FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS OR

REGULATIONS APPLICABLE TO PERFORM THE WORK.

11.IN THE EVENT IT BECOMES NECESSARY, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE

TEMPORARY SHORING, BRACING AND/OR FALSEWORK REQUIRED TO SUPPORT AND PROTECT

ALL ITEMS AFFECTED BY THE WORK. THE CONTRACTOR SHALL OBTAIN DETAILS, DESIGN AND

PROCEDURE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS

FOR ALL TEMPORARY SHORING, BRACING AND/OR FALSEWORK AND SHALL BE APPROVED BY

THE OWNER'S REPRESENTATIVE AND/OR PROJECT ENGINEER. SAFETY RAILING SHALL BE

PROVIDED AT THE TOP OF THE TEMPORARY SHORING, AS REQUIRED BY OSHA. WHEN THE

CONTRACTOR IS NOT WORKING IN THE EXCAVATED AREA, THE AREA SHALL BE ADEQUATELY

BARRICADED BY THE CONTRACTOR.

12.ANY MATERIALS TO BE REMOVED FROM THE PROJECT AREA FOR DISPOSAL SHALL BE HAULED

TO THE APPROVED FACILITY AND DISPOSED OF PROPERLY. THE CONTRACTOR SHALL REMOVE

FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A

SEPARATE PAY ITEM. SURPLUS MATERIAL FROM EXCAVATION INCLUDING DIRT, TRASH, ETC.

SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE FLOOD PLAIN

ADMINISTRATOR. THE CONTRACTOR SHALL PROVIDE A WRITTEN LETTER STATING SO. NO

EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL

DRAINAGE WAYS WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER

AND THE FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN

THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE

RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST.

13.ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC. FOR THE GUIDANCE AND

PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE LATEST EDITION OF THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

14.ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO

THE SATISFACTION OF THE OWNING AUTHORITY.

15.ALL SALVAGE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED

FROM THE PROJECT SITE. ALL EXCESS EXCAVATED MATERIAL REMOVED FROM THE SITE

BECOMES PROPERTY OF THE CONTRACTOR.

16.ALL EXISTING AND PROPOSED EROSION CONTROL MEASURES SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION BY THE CONTRACTOR UNTIL THE PROJECT IS ACCEPTED BY THE

OWNER. MAINTENANCE AND/OR REPLACEMENT OF EROSION CONTROL MEASURES TO BE

SUBSIDIARY TO THE PROJECT.

17.CONTRACTOR SHALL DEVELOP AND SUBMIT FOR APPROVAL A CONSTRUCTION TRAFFIC

CONTROL PLAN TO OWNER'S REPRESENTATIVE 7 DAYS PRIOR TO ANY WORK WITHIN PUBLIC

RIGHT-OF-WAYS.

18.ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PER PLANS AND NOi PERMIT. EROSION

CONTROL DEVICES MUST BE INSTALLED ACCORDING TO THE CONSTRUCTION SEQUENCE.

GENERAL NOTES:

1. EXISTING LAWN/MEADOWS AND TREES OUTSIDE THE NOTED LIMITS OF CONSTRUCTION SHALL

BE OFF LIMITS TO ANY TYPE OF CONSTRUCTION ACTIVITY EXCEPT FOR FINAL SEEDING

OPERATIONS. TEMPORARY CONSTRUCTION FENCE OR OTHER VISIBLE BOUNDARY SHALL BE

ERECTED AROUND THESE SITES PRIOR TO THE START OF ANY CONSTRUCTION. WORK SHALL

BE LIMITED AS MUCH AS POSSIBLE TO WITHIN THE LIMITS OF GRADING. USE SMALLER

EQUIPMENT WHERE NECESSARY.

2. A MIN. 6 INCH LAYER OF TOPSOIL SHALL BE STRIPPED IN ALL AREAS OF CUT AND FILL.

CONTRACTOR SHALL STOCKPILE AND RE-SPREAD SUFFICIENT TOPSOIL TO A MINIMUM DEPTH

OF 6 INCHES TO ALL DISTURBED AREAS TO BE SEEDED.

GRADING NOTES:

COMPACTION NOTES:

1. SOIL PLACED (BACKFILL) FOR ALL EXCAVATION SHALL BE COMPACTED IN LIFTS OF NO MORE THAN SIX INCHES (6"). PROCTOR VALUES (ASTM D698) SHALL BE USED FOR ALL COMPACTION

TESTS.

2. FROZEN MATERIAL SHALL NOT BE USED FOR FILL MATERIAL. IF FROZEN EXCAVATION OR A

BLANKET OF SNOW IS ENCOUNTERED, GRADING OPERATIONS SHALL BE SUSPENDED.

1. THE NOTICE OF INTENT (NOi) SHOULD BE SUBMITTED BY THE CONTRACTOR AS SOON AS

POSSIBLE SINCE IT MAY TAKE 4-6 WEEKS TO BE APPROVED.

2. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN AND OTHER

REQUIRED DOCUMENTATION FOR THIS PROJECT. THE PLANS SHALL INCLUDE THE MINIMUM SWPPP

REQUIREMENTS AND BMP COMPONENTS CONSIDERED NECESSARY FOR COMPLIANCE. THE

CONTRACTOR SHALL PERFORM THE WORK IN COMPLIANCE WITH STATE OF TEXAS SURFACE

WATER QUALITY REQUIREMENTS AND THE GENERAL PERMIT CONDITIONS.

3. ALL RELATED PERMIT COSTS, IMPLEMENTATION OF THE EROSION CONTROL ITEMS AS DETAILED

ON THE PLANS AND REQUIRED BY THE PERMIT, MAINTENANCE OF THESE ITEMS, REQUIRED

DOCUMENTATION, LABOR, MATERIALS, AND OTHER INCIDENTALS NECESSARY TO ADHERE TO THE

ODEQ PERMIT SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

4. THE CONTRACTOR SHALL SUBMIT THE REQUIRED NOTICE OF TERMINATION (NOT) UPON

COMPLETION OF THE PROJECT AND REMOVAL OF THE BMPS. A COPY OF THE NOT SHALL BE

PROVIDED TO THE OWNER AND THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.

STORMWATER POLLUTION PREVENTION PLAN:

EROSION CONTROL NOTES:

1. EROSION CONTROL IS TO MEET ALL FEDERAL, STATE, COUNTY AND LOCAL CODE STANDARDS.

2. CONTRACTOR SHALL PROVIDE EROSION PROTECTION THROUGHOUT PROJECT CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND IMPLEMENTING ALL EROSION CONTROL.

4. IN ORDER TO PREVENT SILT OR SEDIMENT FROM ENTERING ADJACENT PROPERTIES, OR

ENTERING STREAMS, APPROPRIATE BMP'S SHALL BE IMPLEMENTED WITHIN THE PROJECT. PLAN

SHEET HAVE DEPICTED LOCATION WHERE SILT FENCE IS REQUIRED.

5. ANY MUD TRACKED ONTO THE INTERNAL FACILITY ROADS OR ADJACENT PAVED AREAS OR

STREETS SHALL BE REMOVED AS SOON AS POSSIBLE.

SEEDING AND SODDING NOTES:

1. ALL DISTURBED AREAS THAT WILL NOT BE PAVED, SHALL BE RESTORED WITH 'TIF-419' BURMUDA

GRASS SOD, UNLESS OTHERWISE NOTED.

2. SOD ALL AREAS LABELED "BERMUDA SOD" WITH TIF-419 BERMUDA GRASS SOD OR APPROVED EQUAL. STAKE SOD IN PLACE IN ALL AREAS WITH SLOPES GREATER THAN 4:1. WATER SOD AS

NECESSARY TO ESTABLISH ROOTING.

3. ALL SOD AREAS SHALL BE INSTALLED AS FOLLOWS: AFTER FINAL GRADE IS ESTABLISHED AND ALL SOIL AREAS DRAIN AS INTENDED, AND ALL SURFACE IRREGULARITIES HAVE BEEN REMOVED, THOROUGHLY PREPARE SODBED BY TILLING TO A MINIMUM DEPTH OF 3" AND HARROWING.

FOLLOWING SODBED PREPARATION, SOD WITH TIF-419 BERMUDA GRASS . ROLL SOD FOLLOWING LAYING FOR GOOD SOD/SOIL CONTACT AND KEEP IN A MOIST (BUT NOT SATURATED) CONDITION FOR FIRST TWO WEEKS TO PROMOTE GOOD ROOTING. FERTILIZE WITH 1 LB. ACTUAL NITROGEN PER 1,000 S.F. AT TIME OF PLANTING. SODDING SEASON SHALL BE APRIL 25 THROUGH AUGUST 15 UNLESS

OTHERWISE DIRECTED IN WRITING BY THE LANDSCAPE ARCHITECT.

4. ALL AREAS SHALL BE FINE GRADED AND SURFACE SHALL BE FREE FROM STICKS, SMALL STONES, AND OTHER EXTRANEOUS MATERIALS.

5. SEEDING AREAS SHALL BE PREPARED FOR PLANTING WITH COMMON AGRICULTURAL

TECHNIQUES. APPROVE WITH OWNER'S REPRESENTATIVE BEFORE PLANTING.

6. ALL SEED SHALL BE DISTRIBUTED WITH AN ACCEPTABLE DRILL INTENDED FOR SUCH

OPERATIONS, OR OTHER EQUIPMENT APPROVED BY THE OWNER'S REPRESENTATIVE. SEEDING

DEPTH SHALL BE 1/4 OF AN INCH.

PROJECT LIMITS NOTES:

1. PROJECT LIMITS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SUBJECT TO REVIEW

AND ADJUSTMENT UNDER THE DIRECTION OF THE CO OR COR. LIMITS OF DISTURBANCE SHALL

BE DETERMINED BASED ON AVOIDANCE OF EXITING FEATURES SUCH AS HEADSTONE,

MONUMENTS, GRAVE MARKER, VEGETATION AND OTHER SITE FEATURES THAT CANNOT BE

DISTURBED DURING CONSTRUCTION.

DENOTES PROJECT LIMITS

CONTRACTOR STAGING

AREA

CONSTRUCTION TRAFFIC

FLOW

CONTRACTOR STAGING AREA

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

GI-004

SITE PLAN REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021 RHC CLH

846CM3047

Dwg. 4 of 33

LEGEND

PROJECT LIMITS

1. PROJECT LIMITS SHOWN ON THE DRAWINGS ARE

APPROXIMATE AND SUBJECT TO REVIEW AND

ADJUSTMENT UNDER THE DIRECTION OF THE CO OR

COR. LIMITS OF DISTURBANCE SHALL BE

DETERMINED BASED ON AVOIDANCE OF EXITING

FEATURES SUCH AS HEADSTONE, MONUMENTS,

GRAVE MARKER, VEGETATION AND OTHER SITE

FEATURES THAT CANNOT BE DISTURBED DURING

CONSTRUCTION.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

VF-001

SITE SURVEY REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/29/2021

846CM3047

Dwg. 5 of 33Revisions: Date:

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

VF-002

SEGMENT SURVEY REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021

Dwg. 6 of 33Revisions: Date:

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

VF-003

SEGMENT SURVEY REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021

Dwg. 7 of 33Revisions: Date:

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

VF-004

SEGMENT SURVEY REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021

Dwg. 8 of 33Revisions: Date:

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SAM HOUSTON NATIONAL CEMETERY

SAN ANTONIO, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

H O

O N

rv t 6/

VF-005

PROPERTY LINES REPAIR/RENOVATE HISTORIC

WALL FORT SAM HOUSTON

NATIONAL CEMETERY

06/30/2021

Dwg. 9 of 33Revisions: Date:

GRASS SOD TO MATCH

REUSE EXISTING STONE

BOULDERS

3/4" MORTAR LEVELING BEAD

PRECAST CAPSTONE

CEMETERY SIDEOUTSIDE CEMETERY

0'-8"

CONCRETE STRUCTURE

MATCH EXISTING

PROPERTY LINE

C H

G M

H E

2'-0"

3' -0

-0

REINFORCED CONCRETE FOUNDATION

STRUCTURAL FILL ON

UNDISTURBED GROUND

KEYED CONSTRUCTION JOINT

#4 REBAR AT 12" O.C.

#5 REBAR AT 12" O.C.

ALTERNATE DIRECTION

OF BENDS AT EVERY

OTHER VERTICAL BAR

2'-0" MINIMUM

GRASS SOD

MASONRY GROUT

M A

MATCH EXISTING

CAST STONE

CAP

M A

G M

H E

G CAST STONE

CAP

REINFORCING

SECTION-A

1. FIELD VERIFY ALL DIMENSIONS

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO PROVIDE SHOP

DRAWINGS PRIOR TO FABRICATION.

SUBMIT REINFORCING SIZE AND

PLACEMENT.

3. CAST STONE CAP TO MATCH

EXISTING STONE WALL CAP.

NOTES:

PLAN

SECTION-A

EXISTING STONE

WALL

CAST STONE CAP

NATURAL STONE, MATCH

PATTERN OF EXISTING

WALL, REUSE EXISTING

STONE

FINISH GRADE

EXPANSION JOINT AT

100' SPACING MAXIMUM

CEMETERY SIDEOUTSIDE CEMETERY

PROPERTY LINE

C H

MATCH EXISTING

6'-0"

2' -0

-0

4'-0"

REINFORCED CONCRETE FOUNDATION

GRASS SOD TO MATCH

REUSE EXISTING STONE

BOULDERS

3/4" MORTAR LEVELING BEAD

PRECAST CAPSTONE

COMPACTED STRUCTURAL FILL

CONCRETE STRUCTURE

REINFORCED CONCRETE RETAINING WALL

GRASS SOD

3' -0

U M

1'-0" 1'-0"

#5 REBAR @ 12" O.C.

KEYED CONSTRUCTION JOINT

MASONRY GROUT

3/4" MORTAR LEVELING BEAD

PRECAST CAPSTONE

CEMETERY SIDEOUTSIDE CEMETERY

1'-0"

MATCH EXISTING

PROPERTY LINE

C H

G M

H E

C H

2'-6"

3' -0

-0

REINFORCED CONCRETE FOUNDATION

STRUCTURAL FILL ON

UNDISTURBED GROUND

KEYED CONSTRUCTION JOINT

#4 REBAR AT 12" O.C.

#5 REBAR AT 12" O.C.

ALTERNATE DIRECTION

OF BENDS AT EVERY

OTHER VERTICAL BAR

2'-0" MINIMUM

GRASS SOD

REUSE EXISTING STONEBOULDERS

MASONRY GROUT

REINFORCED CONCRETE RETAINING WALL

GRASS SOD TO MATCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PROJECT ARCHITECT STAMPCONSULTANT

321 4 5 6 7 8 9 10

N/A

FORT. SAM HOUSTON, TX

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

CIVIL

R T.

H O

O N

R T.

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O N

rv t 5/

C-100

DETAILS REPAIR/RENOVATE

HISTORIC WALL

11/08/2021 RHC, NA CLH, RAC

846CM3047

SCALE: 3/4" = 1'-0"1 REPLACEMENT STONE WALL DETAIL AT WINANS ROAD

SCALE: 1" = 1'-0"5 CAST STONE WALL CAP

SCALE: 3/4" = 1'-0"4 STONE WALL AT HARRY WURZBACH RD.

SCALE: 3/4" = 1'-0"3 TYPICAL STONE WALL REPLACEMENT DETAIL AT HARRY WURZBACH RD.

Revisions: Date:

SCALE: 3/4" = 1'-0"2 REPLACEMENT STONE POST DETAIL AT WINANS ROAD

GENERAL WALL NOTES

1. CONTRACTOR TO ADHERE TO ALL OSHA REQUIREMENTS FOR EXCAVATIONS AND TRENCHES.

2. CONTRACTOR TO PROVIDE A STORMWATER POLLUTION PREVENTION PLAN FOR APPROVAL AND MAINTAIN THROUGHOUT PROJECT.

3. IF WATER IS ENCOUNTERED IN TRENCH, CONSULT ENGINEER BEFORE PROCEEDING.

4. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO DIGGING.

5. CONTRACTOR TO AVOID ANY DISTURBANCE OF GRAVE SITES AND PROTECT ALL MONUMENTS.

6. CONTRACTOR TO REPAIR ALL DAMAGED IRRIGATION OR OTHER UTILITIES.

7. PLACE ALL FILL ON UNDISTURBED NATURAL GROUND. REMOVE ALL STONES > 2" AND ALL ORGANIC MATERIALS. COMPACT TO 95% MAX

DENSITY.

8. ALL MASONRY TO MATCH EXISTING WALLS IN SHAPE, SIZE, COLOR, AND TEXTURE.

9. SALVAGE AND RE-USE EXISTING STONE WHERE POSSIBLE.

10. AT REPAIR SECTIONS AND NEW WALL, CONSTRUCT VERTICAL EXPANSION JOINTS AT INTERVALS NOT MORE THAN 100'.

11. CONCRETE TO BE 3500 PSI STRENGTH, MIX DESIGN FOR WATER AND OUTDOOR EXPOSURE, MEETING ACI 318, ACI 530, AND ACI 530.1.

12. REINFORCING STEEL SHALL BE DEFORMED BARS, GRADE 60 PER ACI 318.

13. THE HISTORIC WALL IS A STONE WALL. THE REPAIRED / RENOVATED WALL IS TO BE A STONE WALL.

14. THE STONE WALL TO BE CONSTRUCTED ALONG WINANS ROAD ALSO CONTAINS A STRUCTURAL CONCRETE INTERNAL WALL ELEMENT.

ALL OF THE STONE TO BE INCORPORATED INTO THE WORK IS TO BE REVIEWED BY THE COR AS STATE IN SPEC 04 43 00, 2.1.

15. THE SELECTED STONE IS TO BE INSTALLED AS A COMPONENT OF THE WALL AS SHOWN ON THE C100 DETAILS 1, 2, AND 3. THE VOID BETWEEN THE STONE AND THE CONCRETE WALL IS TO BE FILLED WITH GROUT AS DETAILED IN THE CONTRACT DOCUMENTS, C-100, DETAILS 1, 2, AND 3 AND AS IN SPECIFICATIONS 04 43 00, 2.1.

16. THE APPROXIMATE WIDTH OF THE WALLS IN DETAIL 1-3/C100 IS 2’-0” FOR DETAIL 1, 2’-6” FOR DETAIL 2 AND 2’-0” FOR DETAILS. THE WIDTH OF THE EXITING WALL FOR THESE LOCATED IS SIMILAR IN WIDTH. THE DEPTH OF THE FOUNDATION IS APPROXIMATE 3’-0” BELOW FINISHED

GRADE ON THE CEMETERY SIDE OF THE WALL.

17. STONE WALL IS TO BE CONSTRUCTED UTILIZING EXISTING STONE, SEE SPECIFICATIONS 04 43 00, 2.1, A, C-100 GENERAL WALL NOTES #8, #9 AND SPECIFICATIONS 04 05 16 FOR MASONRY GROUTING.

18. THE SWALE WILL BE DEVELOPED BY GRADING THE EXITING GRADES ALONG THE NORTH SIDE OF THE WALL ALONG WINANS ROAD TO

ALLOW FOR THE DRAINAGE OF STORMWATER AWAY FROM THE WALL.

GENERAL WALL NOTES

725 725

725725

CHK3 CHK3

CHK4CHK4

CHK2CHK2

CHK1

CHK3

CHK1

CHK2CHK2

CHK4

CHK2

CHK5

CHK6

CHK5

TPT

7 25.85797 25.8782

7 19.05667 19.0690

7 15.51297 15.5254

6 98.4336

7 25.8363

6 98.4353

7 15.34477 15.3258

7 19.0609

7 15.3075

7 13.7198

7 02.6379

7 13.9084

1500 1317

1501 1688

10011106

12351236

6 96.2459

7 09.3220

7 03.7090

7 01.5977

7 23.7114

7 22.5202

7 17.2470

7 12.0556

7 26.0751

7 26.2671

7 25.4326

36" LIVE O AK

3 3"LO 25'D

3 1"LO 25'D

3 0"LO 25'D

3 1"PEC 35'D

2 9"PEC 35'D

3 3"LO 30'D

1 6"CB20"D

3 0"LO 25'D

3 0"PEC 20'D

TR1

TR2

TR3

TR4

TR5

TR6

TR7

TR8

TR9

TR4

TR10

7 12.1446

7 12.4471

7 12.4766

7 12.2907

7 12.0872

7 11.9763

7 12.0446

7 12.2405

7 12.3564

7 12.2428

7 12.0982

7 11.8965

7 11.9286

7 11.9297

7 12.0083

PLT1

21730

21731

21732

21733

7 20.8852

7 19.3961

7 19.0213

7 13.5955

7 12.2595

7 12.4287

7 12.5257

7 12.4555

7 12.8094

7 13.1162

7 00.9980

6 92.4933

6 92.5129

6 92.5196

6 92.1803

6 92.6712

6 97.3984

6 98.1978

6 98.8636

6 99.6807

W ATER VALVE

IRRIG ATIO N

W ATER VALVE

IRRIG ATIO N

W ATER VALVE

W ATER VALVE IRRIG ATIO N

W V

W V1

W V

W V1

W V

W V1

6 91.0290

6 90.3588

7 25.5368

7 25.5750

W L

16087 07.2594T ELEPHO NE PEDISTAL TPEDT

7 08.2885

7 10.8126

M ANHO LE STO RM

M HS

21802

7 20.7660

7 01.7187

6 92.3949

7 04.2797

6 97.8685

M ANHO LE W ASTE

M HW

13737 21.14994" VENT

7 12.7239

7 12.7323

M ANHO LE

M H

13357 25.5743G AS VALVE G V

7 22.4684

7 24.6050

7 25.2167

G L

7 23.1348

7 23.1946

7 21.1062

7 15.0143

7 12.2294

7 09.8030

7 09.9023

7 07.4883

7 03.5375

7 00.3843

6 96.6438

6 92.4335

7 17.6145

7 11.9392

6 96.4948

J B ELEC

JBE

7 02.0498

7 01.7440

7 11.9847

7 11.6776

7 09.8018

7 10.4289

SIG N

SG N

155315551558

7 13.2556

7 13.24367 11.66297 11.5148

7 09.8117

7 09.8632

7 08.2962

7 08.2074

7 07.6514

7 07.5635

7 07.0204

7 07.0709

7 06.0959

7 06.1127

7 06.0115

7 05.9310

7 05.3960

7 05.4054

7 05.4465

7 06.9555

7 11.6289

7 10.5813

7 10.6029

7 08.9672

7 08.9931

SWSWSW

21762

21763

7 11.7221

7 12.4822

7 12.2827

7 12.2714

7 01.6492

7 01.2918

8 " STEEL

4 "X6" IRO N PST

8 " STEEL

PST1

PST2

PST1

12711272

7 32.18087 32.0698

7 25.0407

7 11.6060

7 11.6055

7 01.8302

7 01.6421

7 12.2047

7 12.2578

7 12.2860

7 12.1419

7 25.0064

IRO NIRO N

IRO N

G ATE

IRO N

G AT1G AT1

G AT1

G AT

G AT2

G AT1

10681069

10941095

1100110111131114

12851292

1460 1461 1462

146314641465

21695

21696

21697

21704

21705

21706

21707

21708

21709

21721

21722

21723

6 95.5388

6 96.5230

7 00.0180

7 00.2385

7 00.1626

7 01.3669

7 01.5956

7 01.5081

7 02.8019

7 02.8928

7 02.6872

7 04.4566

7 04.6472

7 04.5485

7 05.4807

7 05.5891

7 05.4146

7 06.2565

7 06.4596

7 06.3567

7 07.7984

7 07.8994

7 07.7426

7 10.2217

7 10.3301

7 10.13217 11.6890

7 11.8940

7 11.7964

7 13.1422

7 13.2542

7 13.0846

7 08.66357 08.7070

7 09.0923

7 09.23127 09.04707 09.0694

7 12.6563

7 12.8160

7 12.6786

7 15.8000

7 15.9353

7 15.7946

7 18.6282

7 18.7915

7 18.6636

7 20.6166

7 20.7200

7 20.5296

7 22.5598

7 22.6800

7 22.5011

7 24.1286

7 24.3243

7 24.2508

7 25.5164

7 25.5834

7 25.3735

7 25.7885

7 26.0086

7 25.9032

7 25.8695

7 26.1317

7 26.0709

7 27.0581

7 27.1150

7 26.8515

7 27.8380

7 28.1013

7 28.0508

7 28.7018

7 28.9813

7 28.9413

7 24.9781

7 25.1273

7 28.7854

7 29.1090

7 29.1056

7 29.7688

7 29.7739

7 29.4677

7 29.9276

7 30.1910

7 30.1470

7 30.3074

7 30.5461

7 30.4652

7 29.2126

7 29.4088

7 29.3032

7 26.7505

7 26.8555

7 26.6406

7 26.9227

7 27.1007

7 26.9368

7 25.0759

7 25.2118

7 25.0474

7 23.4595

7 23.6039

7 23.4431

7 21.9888

7 22.1470

7 21.9988

7 20.6653

7 20.8207

7 20.6655

7 19.1591

7 19.3178

7 19.1749

7 17.9104

7 18.0523

7 17.8981

7 16.5895

7 16.7562

7 16.6431

7 15.5359

7 15.7318

7 15.6305

7 15.4678

7 15.6106

7 15.4452

7 15.4694 7 15.6275

7 15.4709

7 15.5348

7 15.6858

7 15.5167

7 15.6718

7 15.8098

7 15.6349

7 14.8124

7 14.9875

7 14.8584

7 14.1487

7 14.2767

7 14.0973

7 13.3754

7 13.5764

7 13.4666

7 12.9452

7 13.0420

7 12.8355

7 12.7521

7 12.9646

7 12.8685

7 10.7525

7 10.9768

7 10.8942

7 08.7796

7 08.8713

7 08.6463

7 07.3617

7 07.5970

7 07.5195

7 06.8640

7 07.0001

7 06.7942

7 05.8241

7 06.0157

7 05.8988

7 03.9545

7 04.0673

7 03.8682

7 03.0163

7 03.2175

7 03.1248

7 01.0548

7 01.1833

7 01.0041

6 99.2080

6 99.3595

6 99.2074

6 97.3551

6 97.5377

6 97.4035

6 96.1182

6 96.2719

6 96.0862

6 94.2801

6 94.4132

6 94.2518

6 94.2637

6 94.4216

6 94.2680

6 91.7614

6 91.1774

6 90.8959

6 93.6955

6 93.8465

6 93.7174

6 93.9189

6 94.0746

6 93.9228

6 97.3055

6 97.4870

6 97.3445

6 99.0348

6 99.2480

6 99.1837

7 00.8395

7 01.1214

7 00.9931

IRO N

RO CK/CO NC

RO CK/CO NCRO CK/CO NC

RO CK/CO NC

IRO NIRO N

IRO NIRO NIRO NIRO N

RO CK/CO NC

IRO N

RO CK/CO NC

RO CK/CO NC RO CK/CO NC

RO CK/CO NC

RO CK/CO NCRO CK/CO NC

RO CK/CO NC

IRO N

RO CK/CO NC

FNC1

FNFN

FNC1FNC1

FNC1FNC1FNC1FNC1

FNC1

FN FN

FNFN

FNC2

13287 25.5886CFN

7 25.7149

7 25.5269

7 25.5176

7 18.8792

7 18.9266

7 12.0425

7 11.9330

7 11.8595

7 11.9742

15321531

1537 1536

15351534

1522 1521

1009 1010

10901091

1092 1093

10961097

1098 1099

11091110

1111 1112

11851186

1187 1188

12001201

1202 1203

12471248

1249 1250

1275 1276

12801281

6 95.3755

6 95.3706

6 95.4131

6 95.4046

7 07.8000

7 07.7923

7 07.7960

7 07.8000

7 07.7454

7 07.7071

7 07.7067

7 07.7503

7 21.8416

7 21.88397 21.8513

7 21.6665

7 17.2423 7 17.2293

7 17.24067 17.2552

7 21.7463

7 21.7412 7 21.7921

7 21.7904

7 17.2304

7 17.2131

7 17.1944

7 17.2127

7 27.8886

7 27.8766

7 27.8414

7 27.8633

7 01.1497

7 01.3101

7 01.4102 7 01.2415

7 14.36987 14.3067

7 14.2393 7 14.2948

7 17.05837 16.9807

7 16.8869 7 16.9634

7 16.75997 16.6713

7 16.6834 7 16.6793

7 13.7120

7 13.8234

7 13.7946

7 13.6734

7 27.23727 27.2448

7 27.0144 7 27.0000

7 27.24777 27.2325

7 27.0007 7 27.0110

7 29.9956

7 30.2784

7 30.0072

7 33.57827 33.5769

7 33.5760 7 33.5651

7 33.4369

7 33.4591

7 33.4174 7 33.3996

7 30.0127

7 30.40577 30.4454

7 30.0403

7 30.2657

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CK

CO NC-RO CK CO NC-RO CK

CO NC-RO CK

CO NC-RO CKCO NC-RO CK

CO NC-RO CK

CO L

CO LCO L

CO L

CO L CO L

CO LCO L

CO L

CO L CO L

CO L

CO L1CO L1

CO L1 CO L1

CO L1CO L1

CO L1 CO L1

CO L1CO L1

CO L1 CO L1

CO L1CO L1

CO L1 CO L1

CO L1

CO L1CO L1

CO L1 CO L1

CO L1CO L1

CO L1 CO L1

CO L1

CO L1CO L1

CO L1 CO L1

CO L1

CO L1 CO L1

CO L1

CO L1CO L1

CO L1

101910321033

107310851086

11961204

21799

21800

21801

21803

21804

21805

21806

21807

21808

21809

21810

6 97.0743

6 98.33786 99.75827 01.5679

7 02.2911

7 03.0671

7 04.4897

7 07.47487 08.72907 09.0515

7 09.4854

7 12.2758

7 14.8711

7 16.7360

7 18.5677

7 20.5169

7 21.8926

7 22.47977 23.6410

7 24.3722

7 24.5041

7 25.4674

7 26.6632

7 27.0868

7 27.8220

7 28.0637

7 27.5262

7 18.8795

7 18.7973

7 18.0381

7 15.0611

7 13.2021

7 11.7411

7 09.6054

7 09.0954

7 08.5752

7 01.3882

7 02.4109

7 03.6141

7 04.1727

7 04.2438

7 04.3223

7 04.8910

7 05.4451

7 05.5912

7 05.8655

7 06.3075

7 06.5986

7 00.3019

6 99.5304

6 98.3906

6 97.8487

6 97.7901

6 97.6888

6 96.4349

6 95.1082

6 94.0794

6 92.9882

6 92.0228

7 16.7854

EPEPEP

EPEP

1876 1877

1878 1879

1880 1881

1885 1886

1887 1888

18921893

189418951896

1914 1915

19371938

19391940

21737

21738

21748

21749

21750

21755

21756

21761

21764

21769

21770

21779

21780

21781

21786

21787

7 05.4658

7 05.4544

7 05.9763

7 06.0537

7 06.6874

7 06.6945

7 06.7381

7 07.3186

7 07.5226

7 07.8180

7 08.5093

7 08.6590

7 06.7638

7 07.1683

7 08.0850

7 09.0921

7 10.6206 7 11.1403

7 12.3205 7 12.4522

7 12.5988 7 12.7938

7 12.6462 7 13.1632

7 11.0647

7 11.6135 7 12.2327

7 12.2282 7 12.2781

7 12.2747

7 12.2814

7 12.2064

7 12.23287 11.9610

7 11.89567 11.60797 11.4739

7 11.3463

7 11.2434

7 11.1782

7 11.0146

7 11.0806

7 11.1113

7 11.1908

7 11.1894 7 11.7945

7 12.2747

7 12.2396

7 11.7364

7 11.1988

7 13.1511

7 12.6859

7 12.6590

7 12.4181

7 12.34967 12.1867

7 08.5584

7 08.5589

7 09.0370

7 10.7016

7 10.9541

7 11.1502

7 03.3598

7 02.9679

7 01.9905

7 01.8228

7 01.4098

7 01.2045

7 01.3028

7 01.3331

7 00.2983

7 00.6202

7 01.1842

7 01.6454

7 01.8548

7 02.5137

7 02.8436

7 03.2242

CPV

CPV1

CPV1 CPV1

CPV1

CPV1 CPV1

CPV1

CPV1 CPV1

CPV1

CPV1CPV1CPV1

CPV1CPV1

CPV1

CPV1 CPV1

CPV1

CPV1CPV1

CPV1

21798

21797

21796

21795

7 00.5694

7 00.7160

7 01.0016

7 01.2777

ASPH

7 06.0893

7 07.0398

G F

1860 1861

1864 1866 1867 1870 1873 1874 1875

19431946

19471948

21736

21739

21742

21747

21751

21754

21757

21760

21765

21768

21771

21777

21778

21782

21785

21788

7 18.8720

7 06.7125

7 06.8035

7 07.2430

7 08.1490

7 09.1324

7 10.7220 7 11.1868

7 11.6288 7 11.7396

7 12.2035 7 12.3169 7 12.4078 7 12.4994 7 12.4300 7 12.6138

7 13.2387

7 13.3378

7 12.66237 12.44567 12.32897 12.2645

7 12.1303

7 11.80007 11.4647

7 11.1394

7 10.7535

7 09.4249

7 08.7382

7 08.6777

7 08.7434

7 03.4036

7 03.0028

7 02.0135

7 01.8759

7 01.5302

7 01.2578

7 01.3757

7 01.3845

7 00.3352

7 00.7323

7 01.2370

7 01.6564

7 01.8822

7 02.5171

7 02.8910

7 03.2805

7 20.5551

7 21.6042

7 22.3632

G UT

G UT G UT

G UT G UT G UT G UT G UT G UT

G UT

G UTG UT

G UT

1853 1858

1863 1865 1868 1869

19441945194919501951

21735

21740

21741

21745

21746

21752

21753

21758

21759

21766

21767

21772 21774

21783

21784

21789

21775

13661365

7 19.4619

7 06.7358

7 07.2059

7 07.7971

7 08.7164

7 09.7472

7 11.2815 7 11.7634

7 12.4805

7 12.2508 7 12.2444 7 12.9122 7 12.9792

7 13.8204

7 11.7242

7 11.6888

7 11.6535 7 12.2536

7 12.5047

7 12.5510

7 12.3125

7 13.9152

7 13.37667 13.0019

7 12.8695

7 12.30797 12.1632

7 11.6143

7 11.3002

7 10.0395

7 09.4476

7 09.1014

7 08.7973

7 03.6009

7 03.2554

7 02.2846

7 02.0748

7 02.1111

7 01.7611

7 01.5063

7 01.5639

7 01.4126

7 00.3743

7 00.9306

7 01.4418 7 01.6435

7 02.7849

7 03.1198

7 03.4974

7 01.9116

7 12.3860

7 22.1852

7 22.8702

7 22.8671

7 21.1272

CRB

CRB CRB

CRB

CRB CRB CRB CRB

CRB

CRBCRB

CRB

CRBCRB

CRB

CRB CRB

CRB

CRBCRB

CRB

1524 1527

21692

21693

21699

21700

21701

21702

21711

21712

21713

21714

21716

21717

21719

21720

21724

21725

21728

21729

21790

21791

21792

21793

21794

7 25.0097

7 23.2807

7 23.0611

7 22.8049

7 21.2700

7 21.3331

7 19.8245

7 19.8845

7 19.7589

7 19.8871

7 18.4609

7 18.4985

7 16.9683

7 17.2261

7 15.6912

7 15.2929

7 15.4511

7 13.9944

7 14.1157

7 14.3529

7 13.5989

7 12.9502

7 12.3512

7 12.3568

7 11.9905

7 10.9848

7 10.6594

7 10.5562

7 10.8643

7 11.5012 7 11.7743

7 12.0115

7 11.7498

7 12.3434

7 13.1834

7 11.8895

7 11.8378

7 11.5819

7 05.3275

7 05.0968

7 11.3062

7 10.5215

7 08.2752

7 06.9922

7 06.8039

7 06.2367

7 10.8463

7 10.6228

7 10.2718

7 10.2411

7 09.7181

7 09.6497

7 09.2369

7 09.0008

7 08.9356

7 07.3284

7 07.0839

7 04.7957

7 03.0900

7 04.9977

7 05.2143

7 05.3464

7 05.6394

7 04.1862

7 03.8776

7 02.6560

7 02.9184

7 03.1482

7 02.3935

7 02.8783

7 01.0150

7 01.2089

7 00.9673

7 00.6161

6 99.7057

7 00.0797

6 99.8119

6 99.0322

6 96.9420

6 97.6267

6 97.8456

6 95.2462

6 95.6133

6 95.4480

6 93.7325

6 93.2778

6 93.4323

6 92.0260

6 92.1953

6 92.6324

6 90.7872

6 91.2395

6 91.7792

6 89.9687

6 90.1339

6 90.7954

6 90.6072

6 91.0259

7 11.3463

7 11.8342

7 12.2714

7 12.1540

7 11.7592

7 11.2298

7 11.8275 7 12.2936

7 12.5074

6 92.1342

6 91.6561

6 91.4998

6 91.7040

6 94.1886

6 93.8372

6 96.1503

6 96.4254

6 99.4744

6 98.7141

6 98.3076

6 98.9888

6 97.5340

6 97.2104

6 95.2350

6 95.1400

6 93.8554

6 93.7963

7 03.4113

7 03.0062

7 02.5905

7 01.9439

7 01.1422

7 23.3908

7 23.3257

7 16.7934

7 25.6600

BRICK

BRICK BRICK

BRICK

ASPH

SE SE

SE3

SE3 SE3

SE3

SE1

SE2

6 91.5670

6 90.9201

SLPT

6 90.0640

6 87.9651

SLPB

10311034

10791080

1209 1213

6 95.2880

6 96.4573

6 96.1294

6 96.4754

6 95.5642

6 98.1028

6 97.7775

6 97.7320

6 98.8595

6 99.2329

6 99.41417 01.2248

7 00.3857

7 00.6194

7 01.4307

7 01.3109

7 02.1179

7 02.7963

7 02.2515

7 01.9935

7 04.2940

7 03.8314

7 03.8910

7 05.9527

7 05.9086

7 05.9710

7 06.0461

7 06.1983

7 07.3704

7 07.2678

7 07.1404

7 08.6431

7 08.6845

7 08.6754

7 08.73657 08.7975

7 08.6311

7 08.7125

7 08.9335

7 09.0022

7 05.8002

7 09.3287

7 12.0168

7 11.9330

7 12.3613

7 14.9788

7 14.2404

7 14.0518

7 16.3334

7 16.5855

7 16.7558

7 18.5243

7 18.5490

7 18.2981

7 20.1262

7 19.8440

7 20.4991

7 21.8218

7 21.3257

7 21.1831

7 21.6810

7 21.3469

7 22.3117

7 23.5263

7 22.6264

7 22.5272 7 22.4410

7 22.5523

7 23.5218

7 25.2207

7 23.8165

7 23.5964

7 24.2030

7 24.6215

7 24.3625

7 25.1611

7 25.9587

7 26.5265

7 26.7305

7 24.8231

7 25.1143

7 27.0410

7 27.4900

7 25.9202

7 25.7159

7 25.6762

7 25.5826

7 26.7687

NG 1

NG 1NG 1

NG 1

NG 1NG 1

NG 1

NG 1 NG 1

NG 1

15451546

21694

21698

21703

21710

21726

21727

21743

21773

21776

15431529

1956 1953

1519 15261525

1484 1483

1306 1301

14721471

12591260

1310 1300 1289

1270 1269

21816

218122181321811

21815

1254 1253

1256 1255 1223

12151207

1175 1170

1121 1120

21715

21718

7 25.8411

7 25.0225

7 25.5411

7 28.0863

7 28.0853

7 11.69567 11.6057

7 06.4328

7 05.9824

7 06.8556

7 07.3924

7 08.0599

7 08.6376

7 09.5043

7 10.2938

7 10.8332

7 10.8805

7 10.4865

7 09.7526

7 09.3371

7 08.9543

7 08.4320

7 07.1196

7 06.3801

7 04.1771

7 05.0614

7 03.7528

7 02.8881

7 02.3548

7 02.3426

7 01.7418

7 01.4091

7 01.4222

7 00.8380

6 99.8373

7 00.1384

6 99.1202

6 97.1983

6 97.6246

6 95.3760

6 95.3027

6 92.7879

6 93.2117

6 92.1280

6 91.7590

6 90.1086

6 90.4379

6 88.5575

6 90.5798

6 91.7877

6 91.2057

6 93.5284

6 95.9043

6 95.1162

6 93.8618

7 02.1779

7 01.8208

6 90.4093

6 90.6905

6 90.6151

6 90.5261

7 01.4294

7 02.1392

7 01.6467

7 02.2749

7 02.3488

7 11.5498

7 11.65007 11.5100

7 12.2345 7 12.3300

7 11.2947 7 11.30987 11.4740

7 11.2926

7 11.5277

7 11.4152

7 11.2324

7 11.4486 7 11.4352

7 11.4687

7 11.8468

7 12.8531

7 13.7299

7 15.2487

7 16.7719

7 18.0731

7 19.8834

7 21.0283

7 25.4238

7 26.0143 7 26.3197

7 25.4940

7 10.8883

7 10.9539

7 11.11737 11.1574

7 11.3362

7 11.0232

7 12.5161

7 13.7345

7 15.2851

7 18.4392

7 19.9404

7 21.2206

7 23.1269

7 23.1653

7 23.1453

7 23.0380

7 23.1000

7 24.87877 24.8761

7 11.4279

7 26.4346 7 26.5509 7 25.9927

7 25.2308 7 25.1012

7 24.9781

7 25.12737 25.12737 25.3373

7 25.3373

7 25.0016 7 24.7638

7 24.9781

7 24.7569 7 24.8174

7 24.6522 7 24.7083 7 23.9309

7 24.3823

7 23.4272

7 22.70517 22.7608

7 23.4614

7 22.2054

7 22.1854

7 21.9088

7 21.9911

7 21.4746

7 21.6626 7 20.3029

7 20.3022

7 18.6538

7 18.2044

7 16.7640

7 16.8252

7 14.6189

7 14.9259

7 12.1420

7 12.3001

7 09.3965

7 09.0132

7 09.1222 7 08.9351

6 98.3325

6 98.0283

7 16.8000

7 25.0961

7 25.2589

IRO N

G B

G B1

G BG B

G B

G BG B

G B

G B G BG B

G B

G B G B

G B

G B G B

G B

G BG B

G B

G B G B G B

G B G B

G B

G BG BG B

G B

G B G B

G B

G B G B

G B G B G B

G B

G BG B

G B

G B G B

G B

G B G B

G B

7 07.0217

7 05.7518

7 05.7505

7 06.9917

W NG

7 12.6501

7 12.6262

7 12.4824

7 12.6183

DRO P INLET

4 .90' TO FL

5 .37' TO FL

5 .52' TO FL

DI1

DI2

DI3

7 17.4887

7 07.9564

7 08.0295

6 95.5287

C ULVERT

CO NC/PAVEM ENT

CLV

CLV1

7 04.3059

6 99.4980

6 90.3560

6 90.3146

1 0" CO NC PIPE

24" X 8" RO CK

FL1

FL2

7 25.8505

7 19.0642

7 13.7115

7 02.4186

6 0D NAIL

TPT1

TPT2

TPT3

7 15.5680

6 98.6580

IRW CAP

13467 23.1383TYPE IIIRO W DM

7 10.9672

7 10.8103

7 10.5439

7 10.2413

7 09.9186

7 09.7068

7 09.4240

7 09.1138

7 08.8627

M ARKER PO ST

M P

CHK3CHK3

CHK4CHK4

CHK2CHK2

CHK1

CHK3

CHK1

CHK2CHK2

CHK4

CHK2

CHK5

CHK7

CHK6

CHK5

CHK7CHK7

TPT

725.8579725.8782

719.0566719.0690

715.5129715.5254

698.4336

725.8363

698.4353

715.3447715.3258

719.0609

715.3075

713.7198

698.7759

702.6379

713.9084

698.8796698.9503

15001317

15011688

10011106

12351236

2169121734

1229 1230

12331313

696.2459

709.3220

703.7090

701.5977

723.7114 722.5202

717.2470

712.0556726.0751

726.2671

725.4326

36" LIVE O AK

33"LO 25'D

31"LO 25'D

30"LO 25'D

3 1"PEC35'D 2 9"PEC35'D

33"LO 30'D

33"LO 30'D16"CB20"D

30"LO 25'D

3 0"PEC20'D

TR1

TR2

TR3

TR4

TR5 TR6

TR7

TR8TR9

TR4

TR10

712.1446

712.4471

712.4766

712.2907

712.0872

711.9763

712.0446

712.2405

712.3564

712.2428

712.0982

711.8965

711.9286

711.9297

712.0083

PLT1

21730

21731

21732 21733

720.8852

719.3961

719.0213

713.5955

712.2595

712.4287

712.5257

712.4555

712.8094

713.1162

700.9980

692.4933

692.5129

692.5196

692.1803

692.6712

697.3984

698.1978

698.8636 699.6807

W ATER VALVE

IRRIG ATIO N

W ATER VALVE

IRRIG ATIO N

W ATER VALVE

W ATER VALVE IRRIG ATIO N

W ATER VALVE IRRIG ATIO N W ATER VALVE IRRIG ATIO N

W V

W V1

W V

W V1

W V

W V1

W V1 W V1

691.0290

690.3588

725.5368

725.5750

W L

1608707.2594TELEPHO NE PEDISTALTPEDT

708.2885

710.8126

M ANHO LE STO RM

M HS

21802

720.7660

701.7187

692.3949

704.2797

697.8685

M ANHOLE WASTE

M HW

1373721.14994"VENT

712.7239

712.7323

M ANHO LE

M H

1335725.5743G AS VALVEG V

722.4684

724.6050

725.2167

G L

723.1348

723.1946

721.1062

715.0143

712.2294

709.8030

709.9023

707.4883

703.5375

700.3843

696.6438

692.4335

717.6145

711.9392

696.4948

JB ELEC

JBE

702.0498

701.7440

711.9847

711.6776

709.8018

710.4289

SIG N

SG N

155315551558

713.2…

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File details come from the government source that posted it. Updated Nov 16, 2021.