Drawings_0001.pdf

PDF 24 MB Posted Nov 13, 2023

Attached to: REPLACE EXISTING WATERLINE AT CASTILLO DE SAN MARC Federal contract opportunity
Solicitation number: 140P5423R0034
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Dec 21, 2023

This file describes a federal contract opportunity from the Department of the Interior National Park Service Southeast Region. The solicitation number is 140P5423R0034 to replace an existing waterline at Castillo de San Marcos National Monument. The related file is a set of drawings in PDF format detailing the waterline replacement project. The opportunity type is a solicitation. No further details are provided on response dates, award dates, pricing terms, or set asides. The file includes only high-level identification of the related federal contract and drawings, with no additional context on requirements, schedule, or evaluation.

View the file

Other files for this federal contract opportunity

Other files attached to REPLACE EXISTING WATERLINE AT CASTILLO DE SAN MARC, newest first.
File	Type	Posted
Questions_and_Answers_0002.pdf	PDF	Dec 7, 2023
Sol_140P5423R0034_Amd_0002.pdf	PDF	Dec 7, 2023
Contract_Price_Schedule_0001.pdf	PDF	Nov 13, 2023
Product_File_0001.pdf	PDF	Nov 13, 2023
Sol_140P5423R0034_Amd_0001.pdf	PDF	Nov 13, 2023
Past_Performance_Questionnaire.pdf	PDF	Oct 19, 2023
Specifications.pdf	PDF	Oct 19, 2023
Wage_Determination.pdf	PDF	Oct 19, 2023
Sol_140P5423R0034.pdf	PDF	Oct 19, 2023

On GovTribe

Work with this file on GovTribe

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.

AutoCAD SHX Text

TOLOMATO LANE

AutoCAD SHX Text

SAN MARCO AVENUE

AutoCAD SHX Text

SEVILLA STREET

AutoCAD SHX Text

MULVEY STREET

AutoCAD SHX Text

LEMON STREET

AutoCAD SHX Text

SARAGOSSA STREET

AutoCAD SHX Text

CORDOVA

AutoCAD SHX Text

RIBERIA STREET

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

SAN SEBASTIAN

AutoCAD SHX Text

PONCE

AutoCAD SHX Text

LEON

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARK BOUNDARY

AutoCAD SHX Text

CASTILLO DRIVE

AutoCAD SHX Text

ORANGE STREET

AutoCAD SHX Text

STREET

AutoCAD SHX Text

CASTILLO DRIVE

AutoCAD SHX Text

ST. GEORGE STREET

AutoCAD SHX Text

SPANISH STREET

AutoCAD SHX Text

CUNA STREET

AutoCAD SHX Text

AVENIDA MENENDEZ

AutoCAD SHX Text

CHARLOTTE STREET

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CITY

AutoCAD SHX Text

CUBO LINE

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AND UTILITY

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

MANTANZAS

AutoCAD SHX Text

FORT

AutoCAD SHX Text

GULF

AutoCAD SHX Text

MEXICO

AutoCAD SHX Text

ORLANDO

AutoCAD SHX Text

GAINESVILLE

AutoCAD SHX Text

FLORIDA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

OCEAN

AutoCAD SHX Text

DE MARCOS

AutoCAD SHX Text

CASTILLO SAN

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

DAYTONA

AutoCAD SHX Text

ST. AUGUSTINE

AutoCAD SHX Text

OCALA

AutoCAD SHX Text

ATLANTIC

AutoCAD SHX Text

JACKSONVILLE

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

SCALE OF METERS

AutoCAD SHX Text

BASIC DATA:

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

DENVER SERVICE CENTER

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

CASTILLO DE SAN MARCOS FORT

AutoCAD SHX Text 187482

AutoCAD SHX Text

ST. JOHNS

AutoCAD SHX Text

FLORIDA

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

CASTILLO DE SAN MARCOS N.M.

AutoCAD SHX Text

SOUTHEAST

AutoCAD SHX Text

NORTHEASTERN

AutoCAD SHX Text

FLORIDA

AutoCAD SHX Text

343/41,004 3/77; REVISED & REDRAWN 9/97. UPDATED 10/98. SGS.

AutoCAD SHX Text

FINAL CONSTRUCTION DRAWINGS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 1 COVER SHEET COVER SHEET COVER SHEET 2 G1 LEGEND, NOTES, AND ABBREVIATIONS 3 G2 STAGING & TEMPORARY STAGING & TEMPORARY CONSTRUCTION FENCING 4 C1 EXISTING SITE C1 EXISTING SITE EXISTING SITE EXISTING SITE 5 C2 DEMOLITION PLAN C2 DEMOLITION PLAN DEMOLITION PLAN 6 C3 SITE PLAN C3 SITE PLAN 7 C4 WATER PLAN & PROFILE STA 0+00 TO 4+00 8 C5 WATER PLAN & PROFILE STA 4+00 TO 7+10 9 C6 CIVIL DETAILS C6 CIVIL DETAILS 10 C7 SITE PHOTOS AND CIVIL C7 SITE PHOTOS AND CIVIL DETAILS

AutoCAD SHX Text 3/21/23 14:24 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\01_CASACOV.DWG

REPLACE EXISTING WATERLINE

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

LEGEND, NOTES, AND

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text G1

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. THIS IS A HISTORICALLY AND ARCHAEOLOGICAL SENSITIVE SITE. CONTRACTOR MUST SUBMIT A HISTORIC PRESERVATION PROTECTION PLAN THAT DETAILS THE CONTRACTOR'S THIS IS A HISTORICALLY AND ARCHAEOLOGICAL SENSITIVE SITE. CONTRACTOR MUST SUBMIT A HISTORIC PRESERVATION PROTECTION PLAN THAT DETAILS THE CONTRACTOR'S PLAN TO PROTECT THE PROJECT AREA AND EXISTING STRUCTURES. SEE SECTION 01 35 12.22. AN NPS ARCHAEOLOGICAL MONITOR WILL BE PRESENT ON SITE FOR THE DURATION OF CONSTRUCTION. 2. THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL UTILITIES MAY NOT BE SHOWN AND THOSE THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING TO DETERMINE AND VERIFY EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. IF ANY EXISTING UTILITY IS DAMAGED DURING CONSTRUCTION, CONTACT AND COORDINATE WITH THE UTILITY PROVIDER IMMEDIATELY, REPAIR OR REPLACE THE DAMAGED EXISTING UTILITY PER THE UTILITY PROVIDER'S RECOMMENDATIONS AND REQUIREMENTS AT NO COST TO NPS. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2 FEET HORIZONTAL SEPARATION AND 1 FEET VERTICAL SEPARATION BETWEEN ALL EXISTING OR NEW DRY UTILITIES AND ALL EXISTING OR NEW WATER AND SEWER INSTALLATIONS. 3. MATERIAL STAGING LOCATION IDENTIFIED ON SHEET G2. ADDITIONAL MATERIALS STAGING AREA MUST BE APPROVED BY THE CO. CONSTRUCTION DISTURBANCE LIMITS MATERIAL STAGING LOCATION IDENTIFIED ON SHEET G2. ADDITIONAL MATERIALS STAGING AREA MUST BE APPROVED BY THE CO. CONSTRUCTION DISTURBANCE LIMITS SHOWN ON SHEETS C3 AND C4 MAY ALSO BE USED FOR MATERIAL STAGING. THE VISITOR PARKING LOT ON THE SOUTH SIDE OF THE PROJECT MUST REMAIN FULLY OPEN TO THE PUBLIC DURING CONSTRUCTION. SEE SHEET G2 FOR FURTHER INFORMATION. 4. PROVIDE 7 DAYS NOTICE TO CONTRACTING OFFICER BEFORE BEGINNING ANY WORK. PROVIDE 7 DAYS NOTICE TO CONTRACTING OFFICER BEFORE BEGINNING ANY WORK. 5. A SURVEY WAS NOT COMPLETED FOR THIS PROJECT. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE A SURVEY WAS NOT COMPLETED FOR THIS PROJECT. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE SITE PLAN AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, BOULDERS, SIDEWALKS, CULVERTS, UTILITIES AND OTHER SITE FEATURES AND MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BID. THE CONTRACTOR IS STRONGLY SUGGESTED TO VISIT THE SITE BEFORE BIDDING AND IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS. 6. PROVIDE TEMPORARY SUPPORT FOR EXISTING WET (WATER, SANITARY SEWER, ETC.) AND DRY UTILITIES (GAS, POWER, ETC.) THAT CROSS THE TRENCH UNTIL BACKFILLING PROVIDE TEMPORARY SUPPORT FOR EXISTING WET (WATER, SANITARY SEWER, ETC.) AND DRY UTILITIES (GAS, POWER, ETC.) THAT CROSS THE TRENCH UNTIL BACKFILLING OF TRENCH IS COMPLETE. 7. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, CITY OF ST. AUGUSTINE, CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, CITY OF ST. AUGUSTINE, AND STATE OF FLORIDA REGULATIONS. 8. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK OR RESTORED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. 9. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING AN UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP), AS SPECIFIED IN SECTION 01 57 23. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING AN UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP), AS SPECIFIED IN SECTION 01 57 23. THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND NON-NATIVE PLANTS INTO THE PARK. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ROADSIDE DITCHES, SWALES AND PREVENT EROSION THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL SCHEDULE EQUIPMENT INSPECTION WITH NPS PRIOR TO BRINGING ANY CONSTRUCTION EQUIPMENT INTO THE PARK. 10. STRIP TOPSOIL AND STOCKPILE FOR REPLACEMENT IN ALL AREAS OF EXCAVATION AND DISTURBANCE. STRIP TOPSOIL AND STOCKPILE FOR REPLACEMENT IN ALL AREAS OF EXCAVATION AND DISTURBANCE. 11. NO TREES ARE TO BE DISTURBED. PROVIDE TREE PROTECTION AS REQUIRED ACCORDING TO DETAIL 6, SHEET C5 AND SECTION 32 00 00. NO TREES ARE TO BE DISTURBED. PROVIDE TREE PROTECTION AS REQUIRED ACCORDING TO DETAIL 6, SHEET C5 AND SECTION 32 00 00. 12. FINAL 3" WATER SERVICE LINE LOCATION TO BE STAKED IN THE FIELD BY THE CONTRACTOR, AND APPROVED BY THE CONTRACTING OFFICER, PRIOR TO ANY TRENCHING FINAL 3" WATER SERVICE LINE LOCATION TO BE STAKED IN THE FIELD BY THE CONTRACTOR, AND APPROVED BY THE CONTRACTING OFFICER, PRIOR TO ANY TRENCHING ACTIVITIES. SEE DETAIL 1, SHEET C6 FOR OPEN TRENCH DETAIL FOR THE WATER LINE. 13. CONCRETE SIDEWALK PATCHING: PROVIDE 4" THICK STANDARD CONCRETE MIX RATED FOR 4,000 PSI MINIMUM FINISHED TO MATCH EXISTING ADJACENT CONCRETE CONCRETE SIDEWALK PATCHING: PROVIDE 4" THICK STANDARD CONCRETE MIX RATED FOR 4,000 PSI MINIMUM FINISHED TO MATCH EXISTING ADJACENT CONCRETE SIDEWALK.

AutoCAD SHX Text

%%UDETAIL NOTE

AutoCAD SHX Text A

AutoCAD SHX Text C2

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DETAIL SHEET REFERENCE

AutoCAD SHX Text A

AutoCAD SHX Text C2

AutoCAD SHX Text

PLAN SHEET TO DETAIL SHEET REFERENCE

AutoCAD SHX Text

XXXXXXX

AutoCAD SHX Text

DETAIL IDENTIFICATION SYMBOLS

AutoCAD SHX Text

LEGEND - EXISTING

AutoCAD SHX Text

LEGEND - PROPOSED

AutoCAD SHX Text

EXISTING MAJOR CONTOUR

AutoCAD SHX Text

EXISTING MINOR CONTOUR

AutoCAD SHX Text EXISTING WATER SERVICE EXISTING WATER MAIN (CITY/OUTSIDE PROJECT) EXISTING STORM DRAIN EXISTING STORM DRAIN (CITY/OUTSIDE PROJECT) EXISTING SEWER SERVICE - GRAVITY EXISTING SEWER SERVICE - FORCE MAIN EXISTING IRRIGATION EXISTING UNDERGROUND POWER EXISTING UNDERGROUND FIBER OPTIC

AutoCAD SHX Text PROPOSED 3" WATER SERVICE LINE PROPOSED DRAINAGE SYSTEM - FUTURE PROJECT/SEPARATE CONTRACT TEMPORARY PLASTIC CONSTRUCTION FENCING TEMPORARY CHAIN-LINK FENCE HDD PIT PROPOSED CONSTRUCTION DISTURBANCE LIMITS PROPOSED TRENCH DISTURBANCE LIMITS PROPOSED CONTRACTOR PARKING/STAGING AREA

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL DRILLING NOTES

AutoCAD SHX Text

1. INDIVIDUAL PIPE LENGTHS SHALL BE ASSEMBLED BY BUTT-FUSION. INDIVIDUAL PIPE LENGTHS SHALL BE ASSEMBLED BY BUTT-FUSION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION PROCESSES INCLUDING DRILLING, BACK-REAMING, MANAGEMENT AND DISPOSAL OF ALL DRILLING FLUID, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION PROCESSES INCLUDING DRILLING, BACK-REAMING, MANAGEMENT AND DISPOSAL OF ALL DRILLING FLUID, DEWATERING AND LEAK TESTING THE PIPE AND FITTINGS IN ACCORDANCE WITH THE ST AUGUSTINE STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR BEING FAMILIAR WITH THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE HDD, AND FOR COMPLETELY CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR BEING FAMILIAR WITH THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE HDD, AND FOR COMPLETELY HANDLING THOSE CONDITIONS AS THEY ARISE. 4. A BID ITEM IS NOT INCLUDED FOR GEOTECHNICAL INVESTIGATIONS, THEREFORE THE COST OF ANY GEOTECHNICAL INVESTIGATIONS THE CONTRACTOR DEEMS NECESSARY A BID ITEM IS NOT INCLUDED FOR GEOTECHNICAL INVESTIGATIONS, THEREFORE THE COST OF ANY GEOTECHNICAL INVESTIGATIONS THE CONTRACTOR DEEMS NECESSARY MUST BE INCLUDED IN THE UNIT PRICE FOR THE HDD. 5. CONTRACTOR SHALL VERIFY THE EXISTENCE OF ALL PERMITS BEFORE COMMENCING ANY WORK ON THE PROJECT. CONTRACTOR SHALL VERIFY THE EXISTENCE OF ALL PERMITS BEFORE COMMENCING ANY WORK ON THE PROJECT. 6. SEE SECTION 33 05 23.13. SEE SECTION 33 05 23.13.

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text CI CAST IRON CAST IRON CO CONTRACTING OFFICER CONTRACTING OFFICER DR DIMENSION RATIO DIMENSION RATIO EW EACH WAY EACH WAY EX EXISTING EXISTING HDD HORIZONTAL DIRECTIONAL DRILLING HORIZONTAL DIRECTIONAL DRILLING HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE LF LINEAR FEET LINEAR FEET MH MANHOLE MANHOLE MIN MINIMUM MINIMUM NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE T.O.P. TOP OF PIPE TOP OF PIPE UGP UNDERGROUND POWER UNDERGROUND POWER UPPP UNDER-AN-ACRE POLLUTION PREVENTION PLANUNDER-AN-ACRE POLLUTION PREVENTION PLAN

AutoCAD SHX Text

TEMPORARY WATER SERVICE NOTES

1. MAINTAIN WATER SERVICE TO THE FORT DURING VISITOR HOURS FOR THE ENTIRE CONSTRUCTION DURATION. ANY WATER SERVICE SHUTDOWNS MUST OCCUR OUTSIDE OF MAINTAIN WATER SERVICE TO THE FORT DURING VISITOR HOURS FOR THE ENTIRE CONSTRUCTION DURATION. ANY WATER SERVICE SHUTDOWNS MUST OCCUR OUTSIDE OF VISITOR HOURS (9 A.M. TO 5 P.M. SEVEN DAYS PER WEEK), UNLESS APPROVED BY THE CONTRACTING OFFICER. ANY WATER SERVICE SHUTDOWNS MUST BE APPROVED BY THE CONTRACTING OFFICER WITH A MINIMUM APPROVAL NOTICE OF 48 HOURS PRIOR TO SHUTDOWN. 2. TEMPORARY WATER SERVICE WILL BE REQUIRED DURING CONSTRUCTION. TEMPORARY WATER SERVICE WILL BE REQUIRED DURING CONSTRUCTION. 3. TEMPORARY WATER SERVICE CONNECTION AND LINE MUST BE WITHIN THE TEMPORARY CONSTRUCTION FENCING LIMITS. TEMPORARY WATER SERVICE CONNECTION AND LINE MUST BE WITHIN THE TEMPORARY CONSTRUCTION FENCING LIMITS. 4. CONTRACTOR MUST SUBMIT A TEMPORARY WATER SERVICE PLAN TO CONTRACTING OFFICER PRIOR TO CONSTRUCTION START. CONSTRUCTION WILL NOT BEGIN UNTIL CONTRACTOR MUST SUBMIT A TEMPORARY WATER SERVICE PLAN TO CONTRACTING OFFICER PRIOR TO CONSTRUCTION START. CONSTRUCTION WILL NOT BEGIN UNTIL APPROVAL OF SUCH PLAN.

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STAGING & TEMPORARY

AutoCAD SHX Text

CONSTRUCTION FENCING

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

N. DODD

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text G2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

MATERIAL AND EQUIPMENT TRANSPORT TO CONSTRUCTION AREA MUST BE ON PAVED SURFACES.

AutoCAD SHX Text

1. NO IN-GROUND POSTS FOR FENCING WILL BE ALLOWED. FENCING SHALL NOT NO IN-GROUND POSTS FOR FENCING WILL BE ALLOWED. FENCING SHALL NOT PENETRATE GROUND. TEMPORARY SELF STANDING POSTS REQUIRED TO HOLD TEMPORARY PLASTIC CONSTRUCTION FENCING IN PLACE. 2. TEMPORARY PLASTIC CONSTRUCTION FENCING TO BE GREEN IN COLOR. SEE DETAIL TEMPORARY PLASTIC CONSTRUCTION FENCING TO BE GREEN IN COLOR. SEE DETAIL 6 ON SHEET C6. 3. CHAIN LINK FENCE SECTIONS SHALL BE 6' TALL IN HEIGHT. EACH SECTION SHALL CHAIN LINK FENCE SECTIONS SHALL BE 6' TALL IN HEIGHT. EACH SECTION SHALL BE FREE STANDING AND WEIGHTED DOWN WITH SAND BAGS OR WEIGHTS. 4. A LOCK WILL BE REQUIRED FOR THE CHAIN-LINK FENCE ON GATES AND MOVABLE A LOCK WILL BE REQUIRED FOR THE CHAIN-LINK FENCE ON GATES AND MOVABLE SECTIONS. 5. CONTRACTOR MAY UTILIZE THE PAVED SURFACE FOR CONTRACTOR ACCESS CONTRACTOR MAY UTILIZE THE PAVED SURFACE FOR CONTRACTOR ACCESS BETWEEN PARKING/STAGING AREA AND WATER BATTERY AREA. 6. CONTRACTOR MAY UTILIZE THE STRIPED PARKING SURFACE FOR TEMPORARY CONTRACTOR MAY UTILIZE THE STRIPED PARKING SURFACE FOR TEMPORARY EQUIPMENT AND MATERIAL DELIVERY TO PROJECT AREA BEFORE 9 A.M. AND AFTER 5 P.M. THE VISITOR PARKING LOT (SOUTH END OF SITE) AND SIDEWALK LEADING TO THE FORT IS A HEAVY TOURIST AREA AND MUST REMAIN OPEN TO THE PUBLIC DURING BUSINESS HOURS (9 A.M. TO 5 P.M.) AT ALL TIMES. ACCESS AND MATERIAL/EQUIPMENT TRANSPORT FROM THE PARKING LOT TO THE WATER BATTERY AREA MUST REMAIN WITHIN THE PAVED SURFACES AT ALL TIMES (DO NOT DISTURB LANDSCAPE AREAS OUTSIDE OF CONSTRUCTION DISTURBANCE LIMITS SHOWN). CONTRACTOR TO PROVIDE PEDESTRIAN CONTROL FOR MATERIAL AND EQUIPMENT TRANSPORT DURING BUSINESS HOURS. 7. TWO PARKING SPACES IN THE VISITOR PARKING LOT WILL BE BLOCKED OFF AT TWO PARKING SPACES IN THE VISITOR PARKING LOT WILL BE BLOCKED OFF AT ALL TIMES FOR CONTRACTOR USE (CONFIRM WITH CO AT PRECONSTRUCTION MEETING). 8. CONTRACTOR MUST PROVIDE ENOUGH SPACE ON ACCESS ROAD FOR PARK STAFF CONTRACTOR MUST PROVIDE ENOUGH SPACE ON ACCESS ROAD FOR PARK STAFF VEHICULAR CIRCULATION.

AutoCAD SHX Text

CONTRACTOR PARKING AND STAGING AREA

AutoCAD SHX Text GATE TO REMAIN CLOSED UNLESS AUTHORIZED BY CO. CONTRACTOR MUST ACCESS PARKING AND STAGING AREA VIA THE PARKING LOT ENTRANCE OFF CASTILLO DRIVE ONLY

AutoCAD SHX Text

EX. SIGN AND CONCRETE PAD. PROTECT IN PLACE.

AutoCAD SHX Text

60' OF TEMPORARY CHAIN-LINK CONSTRUCTION FENCE SEE NOTE 3

AutoCAD SHX Text

PROPOSED CONSTRUCTION DISTURBANCE LIMITS. MINIMUM 5 FT FROM FORT WALL.

AutoCAD SHX Text

CONSTRUCTION DISTURBANCE LIMITS OVERLAPS FENCE

AutoCAD SHX Text 240' OF TEMPORARY PLASTIC CONSTRUCTION FENCING SHALL BE PLACED ALONG THE DRIP LINE OF THE TREES. SEE NOTES 1 AND 2.

AutoCAD SHX Text

80' OF TEMPORARY CHAIN-LINK CONSTRUCTION FENCE. SEE NOTE 3

AutoCAD SHX Text 240' OF TEMPORARY CHAIN-LINK CONSTRUCTION FENCE. SEE NOTE 3 AND 4. FENCED AREA SHALL BE SECURED BY A LOCK.

AutoCAD SHX Text

40' OF TEMPORARY CHAIN-LINK CONSTRUCTION FENCE. SEE NOTE 3

AutoCAD SHX Text 165' OF TEMPORARY PLASTIC CONSTRUCTION FENCING SHALL BE PLACED PARALLEL TO THE SEAWALL, PROTECTING THE PALM TREES AND STONE PADS. SEE NOTES 1 AND 2.

AutoCAD SHX Text

EX. PALM TREE. SEE NOTES 1 AND 2.

AutoCAD SHX Text

EXISTING WATER METER, PROTECT IN PLACE

AutoCAD SHX Text

SEE NOTE 6

AutoCAD SHX Text

SEE NOTE 7

AutoCAD SHX Text

SEE NOTE 5

AutoCAD SHX Text 90' OF TEMPORARY PLASTIC CONSTRUCTION FENCING SHALL BE PLACED ALONG THE DRIP LINE OF THE TREES. SEE NOTES 1 AND 2.

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

CASTILLO DRIVE

AutoCAD SHX Text

ICV

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

EXISTING SITE

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C1

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

CUBO LINE WALL

AutoCAD SHX Text

COVERED WAY WALL, TYP.

AutoCAD SHX Text

SEAWALL, TYP.

AutoCAD SHX Text

COUNTERSCARP, TYP.

AutoCAD SHX Text

EXISTING 2" WATER METER AND BACKFLOW PREVENTER

AutoCAD SHX Text

EXISTING 2" WATER MAIN (CITY OF ST. AUGUSTINE)

AutoCAD SHX Text

EXISTING 2" WATER MAIN (CITY OF ST. AUGUSTINE)

AutoCAD SHX Text

UTILITY DOGHOUSE (EXISTING WET/DRY UTILITIES) DO NOT DISTURB

AutoCAD SHX Text

PEDESTRIAN BRIDGE

AutoCAD SHX Text

EXISTING 3" WATER SERVICE LINE. SEE NOTE 1.

AutoCAD SHX Text

NPS HEADQUARTERS - ADMINISTRATION OFFICES AND PARKING

AutoCAD SHX Text

SEAWALL, TYP.

AutoCAD SHX Text

CASTILLO DR

AutoCAD SHX Text

MATANZAS RIVER

AutoCAD SHX Text NOTES: 1. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE LOCATED BY THE CONTRACTOR.

AutoCAD SHX Text

WATER STREET

AutoCAD SHX Text

PARKING AND STAGING AREA SEE SHEET G2

AutoCAD SHX Text

PRIVATE DRIVE

AutoCAD SHX Text

SCALE OF FEET

PROFILES ABOVE ARE FOR SCHEMATIC PURPOSES ONLY TO ILLUSTRATE THE EXISTING GRADE CHANGE FROM THE WEST END OF THE SITE NEAR THE EXISTING BACKFLOW PREVENTER TO THE EAST SIDE OF THE SITE BEHIND THE FORT WALL IN THE WATER BATTERY AREA OVER APPROXIMATELY 700 FEET.

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

N. DODD

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

EXISTING METER BOX TO REMAIN IN PLACE. DEMOLITION THE BACKFLOW PREVENTOR

AutoCAD SHX Text EXISTING WATERLINE TO BE REMOVED IS ~6' FROM THE FORT WALL. REMOVE ALL EXISTING WATER LINE WITHIN THE DESIGNATED LIMITS.

AutoCAD SHX Text NOTES: 1. PROTECT ALL EXISTING UTILITIES IN PLACE PROTECT ALL EXISTING UTILITIES IN PLACE 2. EXISTING 3" PVC SCH. 80 WATER SERVICE LINE TO BE REMOVED WITHIN THE EXISTING 3" PVC SCH. 80 WATER SERVICE LINE TO BE REMOVED WITHIN THE DESIGNATED LIMITS (~800 LF WITHIN THE HATCHED AREA THIS SHEET). APPROXIMATE BURY DEPTH IS 12"-18". 3. WATER SERVICE LINE TO BE CUT AND CAPPED 5 FT FROM COVERED WAY WATER SERVICE LINE TO BE CUT AND CAPPED 5 FT FROM COVERED WAY WALL. 6. NEAR THE FEE BOOTH AREA, APPROXIMATELY 60 LF ARE WITHIN REMOVAL NEAR THE FEE BOOTH AREA, APPROXIMATELY 60 LF ARE WITHIN REMOVAL PAVERS LIMITS AND APPROXIMATELY 25 LF ARE WITHIN CONCRETE SIDEWALK LIMITS (TO BE CUT AND RESTORED). SEE DETAILS C AND D THIS SHEET. 7. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING BACKFLOW PREVENTER CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING BACKFLOW PREVENTER ASSEMBLY. 8. CONTRACTOR TO BACKFILL REMOVAL LIMITS AND RESTORE SURFACE TO CONTRACTOR TO BACKFILL REMOVAL LIMITS AND RESTORE SURFACE TO EXISTING CONDITIONS.

AutoCAD SHX Text REMOVE EXISTING WATERLINE WITHIN THE DESIGNATED LIMITS. APPROXIMATE BURY DEPTH IS 12"-18".

AutoCAD SHX Text

CUT AN CAP EXISTING WATER LINE 5' OFFSET FROM THE WALL

AutoCAD SHX Text

CUT AN CAP EXISTING WATER LINE 5' OFFSET FROM THE WALL

AutoCAD SHX Text

EXISTING FORCE MAIN IS ~13' FROM THE FORT WALL. PROTECT IN PLACE.

AutoCAD SHX Text B

AutoCAD SHX Text C2

AutoCAD SHX Text

VIEW: SOUTH

AutoCAD SHX Text

EXISTING BACKFLOW PREVENTER ASSEMBLY

AutoCAD SHX Text D

AutoCAD SHX Text C2

AutoCAD SHX Text

VIEW: EAST

AutoCAD SHX Text

EXISTING WATER SERVICE UNDER PAVERS

AutoCAD SHX Text

TEMPORARILY REMOVE AND REPLACE PAVERS DURING PIPE DEMO

AutoCAD SHX Text EXISTING 7kV HIGH VOLTAGE POWER LINE IS BETWEEN EXISTING WATER LINE AND FORCE MAIN AND IS BURIED WITH AT LEAST 3 FT OF COVER. LIKELY IN 3" STEEL CONDUIT. PROTECT UTILITIES IN PLACE.

AutoCAD SHX Text D

AutoCAD SHX Text C2

AutoCAD SHX Text B

AutoCAD SHX Text C2

AutoCAD SHX Text A

AutoCAD SHX Text C2

AutoCAD SHX Text

VIEW: EAST

AutoCAD SHX Text

EXISTING WATER SERVICE BEFORE FEE BOOTH AREA

AutoCAD SHX Text

FEE BOOTH AREA

AutoCAD SHX Text C

AutoCAD SHX Text C2

AutoCAD SHX Text

VIEW: EAST

AutoCAD SHX Text

EXISTING WATER SERVICE UNDER SIDEWALK

AutoCAD SHX Text

WATER SERVICE LINE LOCATION

AutoCAD SHX Text C

AutoCAD SHX Text C2

AutoCAD SHX Text A

AutoCAD SHX Text C2

DEMO WORK WITHIN THESE LIMITS IN THE FEE BOOTH AREA MUST OCCUR OUTSIDE OF VISITOR HOURS. COORDINATE SCHEDULE FOR ALL DEMO WORK WITH CO PRIOR TO START.

AutoCAD SHX Text

ICV

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C3

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text PROPOSED 710 LF 3" HDPE DR 9 WATER SERVICE LINE, SEE SHEETS C4 AND C5 FOR PLAN AND PROFILE.

AutoCAD SHX Text

FUTURE DRAINAGE SYSTEM REPLACEMENT, NOT IN CONTRACT

AutoCAD SHX Text

CONTRACTOR PARKING AND STAGING AREA. SEE SHEET G2

AutoCAD SHX Text BEGIN CONSTRUCTION - CONNECT PROPOSED WATER SERVICE LINE TO EXISTING WATER METER. REPLACE EXISTING BACKFLOW PREVENTER ASSEMBLY. DO NOT DISTURB EXISTING WATER METER

AutoCAD SHX Text

PROPOSED OPEN TRENCH DISTURBANCE LIMITS

AutoCAD SHX Text

PROPOSED HDD PIT

AutoCAD SHX Text

PROPOSED HDD PIT

AutoCAD SHX Text

PROPOSED OPEN TRENCH DISTURBANCE LIMITS

AutoCAD SHX Text

CONSTRUCTION DISTURBANCE LIMITS OVERLAPS FENCE

AutoCAD SHX Text A

AutoCAD SHX Text C7

AutoCAD SHX Text E

AutoCAD SHX Text C7

AutoCAD SHX Text B

AutoCAD SHX Text C7

AutoCAD SHX Text C

AutoCAD SHX Text C7

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text END CONSTRUCTION 5' OUTSIDE DOGHOUSE STRUCTURE. CONNECT TO EXISTING 3" SCH.80 PVC WATER LINE WITH NEW 3" VALVE, VALVE BOX, AND FITTINGS.

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

EXISTING WATER LINE TO BE ABANDONED IN-PLACE

AutoCAD SHX Text NOTES: 1. SEE SHEET C6 FOR DETAILS. SEE SHEET C6 FOR DETAILS. 2. SEE SHEET C7 FOR SITE PHOTOS.SEE SHEET C7 FOR SITE PHOTOS.

AutoCAD SHX Text D

AutoCAD SHX Text C7

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SURFACE EL.

AutoCAD SHX Text

TOP OF PIPE EL.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

WATER PLAN & PROFILE

AutoCAD SHX Text

STA 0+00 TO 4+00

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C4

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

HORIZ.

AutoCAD SHX Text

VERT.

AutoCAD SHX Text

WATER PROFILE

AutoCAD SHX Text

WATER PLAN

AutoCAD SHX Text NOTES: : 1. ALL 3" HDPE PIPE RADII SHALL NOT EXCEED PIPE MANUFACTURER RECOMMENDATIONS. ALL 3" HDPE PIPE RADII SHALL NOT EXCEED PIPE MANUFACTURER RECOMMENDATIONS. 2. NO UTILITY LOCATE SURVEY WAS COMPLETED FOR THIS PROJECT. LOCATION AND BURY DEPTH ARE APPROXIMATE FOR EXISTING UTILITY LINES. CONTRACTOR TO FIELD VERIFY. NO UTILITY LOCATE SURVEY WAS COMPLETED FOR THIS PROJECT. LOCATION AND BURY DEPTH ARE APPROXIMATE FOR EXISTING UTILITY LINES. CONTRACTOR TO FIELD VERIFY. 3. WATER MAIN SLOPES/ELEVATIONS SHOWN IN PROFILE ARE APPROXIMATE. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED. WATER MAIN SLOPES/ELEVATIONS SHOWN IN PROFILE ARE APPROXIMATE. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED. 4. THE WALL LOCATIONS, GEOMETRY, AND HEIGHTS/DEPTHS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED IN THE APRIL 1986 STABILIZE HISTORIC STRUCTURES DRAWINGS THE WALL LOCATIONS, GEOMETRY, AND HEIGHTS/DEPTHS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED IN THE APRIL 1986 STABILIZE HISTORIC STRUCTURES DRAWINGS (DRAWING NO. 343/25004) AND ARE AVAILABLE UPON REQUEST. MINIMUM SEPARATION OF 6 FT BETWEEN WALL FOOTINGS AND TOP OF WATERLINE. 5. EXISTING SURFACE IS FROM A DIGITAL ELEVATION MODEL PROVIDED BY THE UNIVERSITY OF SOUTH FLORIDA DHHC TEAM.EXISTING SURFACE IS FROM A DIGITAL ELEVATION MODEL PROVIDED BY THE UNIVERSITY OF SOUTH FLORIDA DHHC TEAM.

AutoCAD SHX Text C6

AutoCAD SHX Text

PROPOSED 3" HDPE DR 9 WATER SERVICE LINE

AutoCAD SHX Text

FUTURE DRAINAGE SYSTEM. NOT IN CONTRACT

AutoCAD SHX Text

APPROXIMATE EXISTING GROUND

AutoCAD SHX Text

3" HDPE DR 9 WATER SERVICE LINE

AutoCAD SHX Text

COVERED WAY WALL APPROX. ELEV.

AutoCAD SHX Text

COUNTERSCARP APPROX. ELEV.

AutoCAD SHX Text

PEDESTRIAN BRIDGE FOOTING DEPTHS 12" BELOW GRADE

AutoCAD SHX Text

COVERED WAY WALL AND COUNTERSCARP CROSSINGS. SEE PROFILE.

AutoCAD SHX Text

SEE SHEET C4

AutoCAD SHX Text

6' MIN. VERT. SEPARATION

AutoCAD SHX Text

6' MIN. VERT. SEPARATION

AutoCAD SHX Text PEDESTRIAN BRIDGE FOUNDATION FOOTING 12" BELOW GRADE. MINIMUM 2' SEPARATION BETWEEN WATERLINE TOP OF PIPE AND BOTTOM OF FOOTING.

AutoCAD SHX Text PROPOSED CONSTRUCTION DISTURBANCE LIMITS AND TEMPORARY CHAIN-LINK CONSTRUCTION FENCE LIMITS

AutoCAD SHX Text

TEMPORARY CHAIN-LINK CONSTRUCTION FENCE

WATERLINE TO BE INSTALLED BETWEEN PEDESTRIAN BRIDGE FOUNDATION FOOTINGS (3' X 3').

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

SURFACE EL.

AutoCAD SHX Text

TOP OF PIPE EL.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

WATER PLAN & PROFILE

AutoCAD SHX Text

STA 4+00 TO 7+10

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C5

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

HORIZ.

AutoCAD SHX Text

VERT.

AutoCAD SHX Text

WATER PROFILE

AutoCAD SHX Text

WATER PLAN

AutoCAD SHX Text NOTES: : 1. ALL 3" HDPE PIPE ALIGNMENT RADII SHALL NOT EXCEED PIPE MANUFACTURER RECOMMENDATIONS. ALL 3" HDPE PIPE ALIGNMENT RADII SHALL NOT EXCEED PIPE MANUFACTURER RECOMMENDATIONS. 2. NO UTILITY SURVEY WAS COMPLETED FOR THIS PROJECT. LOCATION AND BURY DEPTH ARE APPROXIMATE FOR EXISTING UTILITY LINES. CONTRACTOR TO FIELD VERIFY. NO UTILITY SURVEY WAS COMPLETED FOR THIS PROJECT. LOCATION AND BURY DEPTH ARE APPROXIMATE FOR EXISTING UTILITY LINES. CONTRACTOR TO FIELD VERIFY. 3. CONSTRUCTION DISTURBANCE MUST BE KEPT A MINIMUM OF 5 FEET FROM THE FORT WALLS. CONSTRUCTION DISTURBANCE MUST BE KEPT A MINIMUM OF 5 FEET FROM THE FORT WALLS. 4. WATER MAIN SLOPES/ELEVATIONS SHOWN IN PROFILE ARE APPROXIMATE. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED. WATER MAIN SLOPES/ELEVATIONS SHOWN IN PROFILE ARE APPROXIMATE. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED. 5. EXISTING SURFACE IS FROM A DIGITAL ELEVATION MODEL PROVIDED BY THE UNIVERSITY OF SOUTH FLORIDA DHHC TEAM.EXISTING SURFACE IS FROM A DIGITAL ELEVATION MODEL PROVIDED BY THE UNIVERSITY OF SOUTH FLORIDA DHHC TEAM.

AutoCAD SHX Text

PROPOSED 3" HDPE DR 9 WATER SERVICE LINE

AutoCAD SHX Text

EX. 8" STORM DRAIN

AutoCAD SHX Text

APPROXIMATE EXISTING GROUND

AutoCAD SHX Text

3" HDPE DR 9 WATER SERVICE LINE

AutoCAD SHX Text

PROPOSED CONSTRUCTION DISTURBANCE LIMITS OVERLAPS FENCE

AutoCAD SHX Text

DRAWBRIDGE FOOTING DEPTHS 12" BELOW EXISTING GRADE

AutoCAD SHX Text

SEE SHEET C3

AutoCAD SHX Text PEDESTRIAN BRIDGE FOUNDATION FOOTING 12" BELOW GRADE. MINIMUM 2' SEPARATION FROM BETWEEN THE WATERLINE AND THE FOUNDATION.

AutoCAD SHX Text

TEMPORARY CHAIN-LINK CONSTRUCTION FENCE

AutoCAD SHX Text

PROPOSED CONSTRUCTION DISTURBANCE LIMITS OVERLAPS FENCE

AutoCAD SHX Text

PROPOSED CONSTRUCTION DISTURBANCE LIMITS

AutoCAD SHX Text TEMPORARY PLASTIC CONSTRUCTION FENCING TO PROTECT TREES, CANNONS, AND HISTORIC MASONRY

AutoCAD SHX Text

WATERLINE TO BE CENTERED BETWEEN DRAWBRIDGE FOUNDATION FOOTINGS

AutoCAD SHX Text

TEMPORARY CHAIN-LINK CONSTRUCTION FENCE

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

TRENCH DISTURBANCE LIMITS. APPROXIMATELY 2 FT WIDE, TYP.

AutoCAD SHX Text C6

AutoCAD SHX Text

MINIMUM 1 FT SEPARATION BETWEEN FOOTING AND WATER LINE T.O.P.

EXISTING

METER

AutoCAD SHX Text

SHUT OFF VALVE

AutoCAD SHX Text

NIPPLE-TYPICAL BRASS

AutoCAD SHX Text

BUSHING

AutoCAD SHX Text

SHUT OFF VALVE

AutoCAD SHX Text

STRAIGHT METER COUPLING

AutoCAD SHX Text

NIPPLE-TYPICAL BRASS

AutoCAD SHX Text

BUSHING

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text

FREEZE PROTECTION DEVICE

AutoCAD SHX Text

STRAIGHT METER COUPLING

AutoCAD SHX Text

BACKFLOW PREVENTOR

AutoCAD SHX Text

24" MAX

AutoCAD SHX Text

RISERS TO BE BRASS; NO GALVANIZED PIPE

AutoCAD SHX Text

BRASS WITH PROTECTIVE CAP

AutoCAD SHX Text

BRASS

AutoCAD SHX Text

6" THICK CONCRETE PAD. SEE DETAIL ON SHEET 10/C7.

AutoCAD SHX Text

UTILITY CUSTOMER'S PROPERTY

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text STANDARD INSTALLATION LOCATION MINIMUM 1' FROM METERBOX, UNLESS SPECIFICALLY APPROVED OTHERWISE BY THE CITY INSPECTOR

AutoCAD SHX Text BACKFLOW PREVENTER TO BE MINIMUM 1' MAXIMUM 15' FROM THE PROPERTY LINE OWNED AND MAINTAINED BY CUSTOMER

AutoCAD SHX Text

BRASS X HDPE ADAPTOR

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C6

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text

TREE PROTECTION AREA KEEP OUT

AutoCAD SHX Text

TYPE 1 BEDDING MATERIAL COMPACT AS SPECIFIED IN SECTION 31 21 00

AutoCAD SHX Text

MOUND BACKFILL TO 2" ABOVE FINISHED GROUND ELEVATION

AutoCAD SHX Text

3" HDPE WATER PIPE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

BLUE WATER LINE DETECTION TAPE

AutoCAD SHX Text

DEPTH 12"

AutoCAD SHX Text

DEPTH 12"

AutoCAD SHX Text

CONSERVE AND REPLACE EXISTING TOPSOIL BACKFILL

AutoCAD SHX Text

SLOPING, BENCHING AND/OR SUPPORT SYSTEMS MUST CONFORM TO O.S.H.A. REGULATIONS.

AutoCAD SHX Text

TRACER WIRE

AutoCAD SHX Text NOTES: : 1. WATER LINE CONSTRUCTION DISTURBANCE LIMITS TO BE CONTAINED WATER LINE CONSTRUCTION DISTURBANCE LIMITS TO BE CONTAINED WITHIN PROJECT DISTURBANCE LIMITS SHOWN ON SHEETS C4 AND C5. 2. ALL TRENCHING ACTIVITIES TO BE CONDUCTED IN ACCORDANCE ALL TRENCHING ACTIVITIES TO BE CONDUCTED IN ACCORDANCE WITH OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS. 3. FINAL 3" WATER SERVICE LINE LOCATION TO BE STAKED IN THE FINAL 3" WATER SERVICE LINE LOCATION TO BE STAKED IN THE FIELD BY THE CONTRACTOR, AND APPROVED BY THE CONTRACTING OFFICER, PRIOR TO ANY TRENCHING ACTIVITIES. 4. PLACE BEDDING MATERIAL IN 6" MAX. LAYERS. COMPACT BEDDING PLACE BEDDING MATERIAL IN 6" MAX. LAYERS. COMPACT BEDDING ACCORDING TO THE SPECIFICATIONS SECTION 31 21 00. 5. BACKFILL TRENCH WITH NON-ORGANIC NATIVE MATERIAL. COMPACT BACKFILL TRENCH WITH NON-ORGANIC NATIVE MATERIAL. COMPACT BACKFILL ACCORDING TO THE SPECIFICATIONS SECTION 31 21 00.

AutoCAD SHX Text

%%UTYPICAL WATER PIPE TRENCH DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text NOTES: : 1. DETAIL IS REVISED FROM CITY OF ST. AUGUSTINE DETAIL W-2C. DETAIL IS REVISED FROM CITY OF ST. AUGUSTINE DETAIL W-2C. 2. ALL FITTINGS TO BE BRASS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY THE CO. ALL FITTINGS TO BE BRASS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY THE CO. 3. CONSTRUCTION TO BEGIN OUTSIDE OF THE EXISTING METER BOX TO A NEW 2" BACKFLOW PREVENTER CONSTRUCTION TO BEGIN OUTSIDE OF THE EXISTING METER BOX TO A NEW 2" BACKFLOW PREVENTER ASSEMBLY FOLLOWED BY A BURIED 3"X2" REDUCER. EXISTING 2" WATER METER ASSEMBLY AND BOX IS NOT BEING REPLACED AND SHALL BE PROTECTED IN PLACE. 4. ALL MATERIALS TO CONFORM TO CITY OF ST. AUGUSTINE SPECIFICATIONS AND LIST OF APPROVED MATERIALS ALL MATERIALS TO CONFORM TO CITY OF ST. AUGUSTINE SPECIFICATIONS AND LIST OF APPROVED MATERIALS AND MANUFACTURERS LIST, OR PRE-APPROVED EQUAL. 5. BACKFLOW PREVENTER ASSEMBLY TO INCLUDE A CAGE. SEE SECTION 33 12 13 FOR APPROVED MODEL. BACKFLOW PREVENTER ASSEMBLY TO INCLUDE A CAGE. SEE SECTION 33 12 13 FOR APPROVED MODEL. 6. SEE DETAIL ON SHEET 10/C7 FOR INFORMATION ON REQUIRED CONCRETE PAD.SEE DETAIL ON SHEET 10/C7 FOR INFORMATION ON REQUIRED CONCRETE PAD.

AutoCAD SHX Text

%%UBACKFLOW PREVENTER ASSEMBLY DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

FINISH GROUND

AutoCAD SHX Text

NEW MECHANICAL JOINT RESTRAINT

AutoCAD SHX Text

TRACER WIRE EXTENDED TO TOP AND INSIDE OF VALVE BOX. USE 10 GAUGE TRACER WIRE

AutoCAD SHX Text

NEW 5" ADJUSTABLE C.I. VALVE BOX SET PLUMB AND CENTER OVER VALVE OPERATING NUT

AutoCAD SHX Text

NEW C.I. VALVE BOX BELL

AutoCAD SHX Text

NEW GATE VALVE

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

NEW CONCRETE GATE VALVE THRUST BLOCK SEE DETAILS 5 AND 6, THIS SHEET

AutoCAD SHX Text

%%UGATE VALVE DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

ROD

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/8"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1 3/8"

AutoCAD SHX Text 2" - 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text

100 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text "B"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text "C"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

150 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-5"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text 6'-5"

AutoCAD SHX Text "B"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text "C"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

200 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 3'-5"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-1"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text "B"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text "C"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

250 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 6'-4"

AutoCAD SHX Text 6'-5"

AutoCAD SHX Text "B"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text "C"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

300 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-7"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 6'-1"

AutoCAD SHX Text 5'-9"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text "B"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

STANDARD THRUST BLOCK DIMENSIONS

AutoCAD SHX Text NOTES: 1. STEEL CABLE (3/4" MINIMUM DIA. OR AS APPROVED BY THE CONTRACTING OFFICER'S STEEL CABLE (3/4" MINIMUM DIA. OR AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE) W/ANCHOR BOLTS MAY BE SUBSTITUTED FOR ANCHOR ROD. 2. COAT RODS WITH "KOPPERS" BITUMASTIC NO.50 COATING OR APPROVED EQUALCOAT RODS WITH "KOPPERS" BITUMASTIC NO.50 COATING OR APPROVED EQUAL

AutoCAD SHX Text

NEW CONCRETE THRUST BLOCK

AutoCAD SHX Text

(2) #6 REBAR ANCHOR ROD (ASTM A615, GRADE 60 REBAR) OR APPROVED CABLES LOOPED ON BOTH ENDS

AutoCAD SHX Text

ANCHOR ROD (ASTM A615, GRADE 60 REBAR)

AutoCAD SHX Text

NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURE IN SYSTEM.

AutoCAD SHX Text "C"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

%%UGATE VALVE THRUST BLOCK TABLE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

%%UGATE VALVE THRUST BLOCK DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

NEW HDPE DR 9 PIPE

AutoCAD SHX Text

SCH 80 PVC PIPE OR HDPE DR 9 TO SCH 80 TRANSITION

AutoCAD SHX Text

%%UTREE PROTECTION DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

EXISTING TREES AND VEGETATION TO REMAIN, TYP.

AutoCAD SHX Text HDPE 48" HT. GREEN FENCING AFFIXED TO POSTS. REPAIR/REPLACE ALL FALLEN, DAMAGED, OR MISSING FENCE DAILY

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

NO GRADE DISTURBANCE OR MATERIALS STAGING ALLOWED WITHIN PROTECTION AREA

AutoCAD SHX Text

U-CHANNEL SIGN POST, GREEN COLOR, WITH CONCRETE BASE, MAX. 8' O.C.

AutoCAD SHX Text

LAMINATED SIGN AFFIXED TO FENCE, 1 SIGN EVERY 40 LF

AutoCAD SHX Text NOTES: PLACE FENCE AT DRIP LINE OF TREE (SEE SECTION 32 00 00) OR AS : PLACE FENCE AT DRIP LINE OF TREE (SEE SECTION 32 00 00) OR AS OTHERWISE APPROVED BY CONTRACTING OFFICER. WHERE DRIP LINE EXTENDS BEYOND PRACTICABLE LOCATION FOR FENCE, PROVIDE MINIMUM CLEARANCES FROM TRUNK AS FOLLOWS: 1. LARGE TREE (TRUNK 12" OR GREATER DIAM.): 10' MIN. LARGE TREE (TRUNK 12" OR GREATER DIAM.): 10' MIN. 2. TREE (TRUNK <12" DIAM.): 7' MIN. TREE (TRUNK <12" DIAM.): 7' MIN. 3. PALM: 4' MIN.PALM: 4' MIN.

AutoCAD SHX Text

PROTECT EXISTING WATER METER ASSEMBLY AND BOX AND SERVICE CONNECTION IN PLACE

AutoCAD SHX Text

COVER SHALL BE STAMPED "WATER" AND COATED IN ENAMEL PAINT BLUE

NEW GATE VALVE BOX ADAPTOR (NOT SHOWN) SEE SPECIFICATIONS

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SITE PHOTOS AND

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text

REPLACE EXISTING WATERLINE

AutoCAD SHX Text

AutoCAD SHX Text 187482

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

B. ZUIDERWEG

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 06.02.2023

AutoCAD SHX Text

CASTILLO DE SAN MARCOS

AutoCAD SHX Text

NATIONAL MONUMENT

AutoCAD SHX Text 309065

AutoCAD SHX Text C7

AutoCAD SHX Text 5/24/23 11:40 BRYANA.ZUIDERWEG R22 F:\7194.13 NPS - CASA STORM DRAIN AND WATERLINE, CASTILLO DE SAN MARCOS\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02_CIVIL_WATER.DWG

AutoCAD SHX Text A

AutoCAD SHX Text C7

AutoCAD SHX Text

VIEW: EAST/NORTHEAST

AutoCAD SHX Text

BEGIN CONSTRUCTION NEAR EX. WATER METER

AutoCAD SHX Text E

AutoCAD SHX Text C7

AutoCAD SHX Text

VIEW: WEST/NORTHWEST

AutoCAD SHX Text

END CONSTRUCTION 5 FT OUTSIDE DOGHOUSE

AutoCAD SHX Text B

AutoCAD SHX Text C7

AutoCAD SHX Text

VIEW: NORTH

AutoCAD SHX Text

HDD SECTION NEAR WALLS/MOAT

AutoCAD SHX Text D

AutoCAD SHX Text C7

AutoCAD SHX Text

VIEW: NORTH/NORTHEAST

AutoCAD SHX Text

WATER BATTERY AREA NEAR MOAT END AND FORT

AutoCAD SHX Text

APPROXIMATE LOCATION OF HDD EXIT

AutoCAD SHX Text

EXISTING WATER METER BOX. PROTECT IN PLACE.

AutoCAD SHX Text

ACTIVE BLOW-OFF ASSEMBLY/METER BOX. PROTECT IN PLACE.

AutoCAD SHX Text

EXISTING BACKFLOW PREVENTER ASSEMBLY TO BE DEMOLISHED AND REPLACED.

AutoCAD SHX Text

DOGHOUSE

AutoCAD SHX Text TREES AND HISTORIC MASONRY TO BE PROTECTED WITH TEMPORARY PLASTIC CONSTRUCTION FENCING

AutoCAD SHX Text

MOAT END. EX. BURIED 4 FT WALL. SEE PHOTO C THIS SHEET.

AutoCAD SHX Text APPROXIMATE LOCATION OF NEW 3" WATER SERVICE LINE OPEN TRENCH. MAINTAIN MINIMUM 5 FEET SEPARATION BETWEEN FORT WALL AND TRENCH EDGE

AutoCAD SHX Text

APPROXIMATE LOCATION OF CONSTRUCTION END AND NEW 3" VALVE

AutoCAD SHX Text C

AutoCAD SHX Text C7

AutoCAD SHX Text

VIEW: EAST

AutoCAD SHX Text

MOAT STACK STONE WALL

AutoCAD SHX Text

EXISTING TRANSFORMER

AutoCAD SHX Text F

AutoCAD SHX Text C7

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NEW CONCRETE PAD AT BACKFLOW PREVENTER

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

#4 REBAR MID-DEPTH

AutoCAD SHX Text

AGGREGATE BASE

AutoCAD SHX Text

EXISTING METER BOX TO BE STRAIGHTENED

AutoCAD SHX Text

NEW BACKFLOW PREVENTER ASSEMBLY CAGE

AutoCAD SHX Text NOTES: : 1. CONCRETE PAD TO BE 6" THICK 3,000 PSI CONCRETE WITH #4 REBAR @ 12" OC CONCRETE PAD TO BE 6" THICK 3,000 PSI CONCRETE WITH #4 REBAR @ 12" OC EW BEGINNING MIN. 1.5" OFF EDGE. 2. CONCRETE PAD TO BE LEVEL WITH THE EXISTING METER BOXES TO BE CONCRETE PAD TO BE LEVEL WITH THE EXISTING METER BOXES TO BE STRAIGHTENED. TOP OF CONCRETE PAD TO BE ABOVE THE SURROUNDING GROUND. 3. PLACE CONCRETE IN VOIDS AROUND THE EXISTING METER BOXES. PLACE CONCRETE IN VOIDS AROUND THE EXISTING METER BOXES. 4. CONTRACTOR TO ENSURE CONCRETE PAD MEETS DIMENSIONS SHOWN ON DETAIL. CONTRACTOR TO ENSURE CONCRETE PAD MEETS DIMENSIONS SHOWN ON DETAIL. CONTRACTOR TO FIELD VERIFY CONCRETE PAD TOTAL WIDTH AND LENGTH DIMENSIONS, BUT ANTICIPATED TO BE APPROXIMATELY 3.25 FT BY 6.5 FT. 5. MIN. 2% SLOPE WITH DIRECTION APPROVED BY CO.MIN. 2% SLOPE WITH DIRECTION APPROVED BY CO.

EXISTING METER BOX TO BE STRAIGHTENED

Sheets and Views

1 01_CASACOV - COVER

2 02_Civil_Water - SHT G1 (LEGEND-NOTES)

3 02_Civil_Water - G2 STAGING & FENCING

4 02_Civil_Water - C1 EXISTING SITE

5 02_Civil_Water - C2 DEMOLITION PLAN

6 02_Civil_Water - C3 SITE PLAN

7 02_Civil_Water - C4 WATER P&P 1

8 02_Civil_Water - C5 WATER P&P 2

9 02_Civil_Water - C6 DETAILS

10 02_Civil_Water - C7 SITE IMAGES

File details come from the government source that posted it. Updated Nov 13, 2023.