PN70551_DESIGN COMPLETE_DWG-am-0002-Part2.pdf

LYMAN ROAD

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BEST MANAGEMENT PRACTICES (BMP) NOTES:

1. TEMPORARY EROSION CONTROLS SHALL BE IN PLACE PRIOR TO

ANY GRADING, DEMOLITION, OR CONSTRUCTION

2. THE BMP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM

REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS AND SHALL

BE UPGRADED DURING THE CONSTRUCTION PERIOD AS NEEDED

FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT

SEDIMENT AND SEDIMENT-LADEN RUNOFF DOES NOT LEAVE THE

WORK SITE.

3. ALL POINTS OF INGRESS AND EGRESS TO THE SITE SHALL BE

PROTECTED WITH A STABILIZED CONSTRUCTION ENTRANCE.

4. PROVIDE INLET FILTER (INLET PROTECTION OR APPROVED

EQUAL) FOR ALL CATCH BASIN OPENINGS.

5. DUST CONTROL SHOULD BE APPLIED TO REDUCE DUST

EMISSIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL

KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM

DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH

THE AIR POLLUTION CONTROL STANDARDS CONTAINED IN

HAWAII ADMINISTRATIVE RULES: CHAPTER 11-60, "AIR POLLUTION

CONTROL".

6. SEDIMENT BARRIERS (FILTER SOCKS) SHALL BE USED DOWN

SLOPE OF ALL DISTURBED AREAS AND ALONG THE PERIMETER

OF THE PROJECT AREA.

7. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH

MAY RECEIVE RUNOFF FOR THE SITE SHALL USE AN INLET

PROTECTION DEVICE.

8. STOCKPILING CONSTRUCTION MATERIAL OUTSIDE THE

DESIGNATED PROJECT AREA IS PROHIBITED.

9. STABILIZATION CONTROL

A. TEMPORARY - ALL SLOPES AND EXPOSED AREAS SHALL BE

IMMEDIATELY MULCHED OR PLANTED WHEN FINAL GRADES

ARE ESTABLISHED OR WHEN GRADING WORK WILL BE

DELAYED FOR MORE THAN TWO WEEKS AND BEFORE THE

REMOVAL OF THE PROJECT'S TEMPORARY BMPs.

B. PERMANENT - AREA WILL BE COVERED BY BUILDINGS,

CONCRETE WALKWAY OR AC PAVEMENT AND EXPOSED

AREAS SHALL BE LANDSCAPED WHEN FINAL GRADES ARE

ESTABLISHED.

MAINTENANCE NOTE:

EROSION CONTROL MEASURES SHALL BE INSPECTED IMMEDIATELY

AFTER EACH RAINFALL (0.25-IN. EVENT) AND AT LEAST DAILY

DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE

MADE IMMEDIATELY.

DUST CONTROL NOTE:

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE MEASURES

IT WILL TAKE FOR THE CONTROL OF FUGITIVE DUST FROM THE WORK

SITE. THE MEASURES MAY INCLUDE BUT NOT BE LIMITED TO THE

INSTALLATION OF DUST SCREENS, WATERING OF THE SITE, FILL

MATERIAL BEING PLACED, AND DELAYING WORK IN THE WEEK THAT

PREVAILING WIND DIRECTION SHOULD SHIFT.

CONTRACTOR SHALL ADJUST THE LOCATION OF DUST FENCES AND

GATES DURING CONSTRUCTION AT NO EXPENSE TO THE GOVERNMENT.

TEMPORARY

CONSTRUCTION

ENTRANCE, TYP.

SEE DET. CG105

TEMPORARY GEOTEXTILE

FABRIC FILTER FOR ALL

EXISTING AND NEW GRATED

DRAIN INLETS WITHIN THE

PROJECT AREA, TYP.

SEE DET. CG105

TEMPORARY GEOTEXTILE

FABRIC FILTER FOR ALL

EXISTING AND NEW GRATED

DRAIN INLETS WITHIN THE

PROJECT AREA, TYP.

SEE DET. CG105

CONTRACTOR TO TAKE

APPROPRIATE

PRECAUTIONS AND

PROTECTIONS WHEN

WORKING AROUND

BUILDING 2102 TO REMAIN.

TEMPORARY FILTER

SOCK, TYP.

SEE DET. CG105

APPROX. LEASE

BOUNDARY LINE

LIMIT OF

WORK

CATCH BASIN

FILTER, TYP.

SEE DETAIL

SHT. C-501

LEGEND

EXTEND CONSTRUCTION

FENCE FOR PAVING

OPERATIONS MAINTAIN

ACCESS TO OUTDOOR

RECREATION CENTER FOR

ENTIRE DURATION OF

CONSTRUCTION PHASE

OPERATIONS TO ALLOW

ACCESS AT ALL TIMES

EXIST. GRASS

SWALE

EXIST. ROAD SIDE

DIVERSION SWALE

TO DETENTION

BASIN

ROCK CONSTRUCTION ACCESS

FOR INGRESS/EGRESS

LIMIT OF WORK

PAVING PHASE

FILTER SOCK

TEMPORARY DUST FENCE

TEMPORARY MIRAFI GEOTECHNICAL FABRIC

FILTER FOR GRATED DRAIN INLETS

CURB INLET PROTECTION

EXISTING BUILDING

DIRECTION OF SURFACE FLOW

LEASE BOUNDARY LINE

CATCH BASIN FILTER, TYP.

SEE DET. CG105

TEMPORARY CONSTRUCTION

ENTRANCE AT KUAIKUA ST.

EXTENTION

H.P.

PAVING PHASE

CLOSES ORC

PARKING LOTS

TEMPORARY FILTER

SOCK, TYP.

SEE DET. CG105

LIMIT OF WORK

LIMIT OF

WORK

LIMIT OF

WORK

LIMIT OF WORK

LIMIT OF

WORK

APPROX. LEASE

BOUNDARY LINE

TEMPORARY 10' HIGH

CONSTRUCTION/DUST

FENCE AT PROJECT

PERIMETER, TYP.

SEE DET. CG105

ACCESS NOTES:

1. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE ORC AND

MAINTENANCE FACILITY (BUILDINGS 2110 AND 2106) DURING

CONSTRUCTION.

2. CONTRACTOR SHALL MAINTAIN ALL DUST FENCE AND

VEHICULAR AND PEDESTRIAN GATES THROUGHOUT THE

DURATION OF THE PROJECT TO PROVIDE CONTINUOUS

ACCESS TO ADJACENT FACILITIES TO REMAIN OPEN DURING

CONSTRUCTION.

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TO DETENTION

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LIMIT OF BID

OPTION 3

LIMIT OF BID

OPTION 1

LIMIT OF BID

OPTION 2

TEMPORARY 10' HIGH

CONSTRUCTION/DUST

FENCE AT PROJECT

PERIMETER, TYP.

SEE DET. CG105

CG10340' 80'

SCALE: 1" = 40'

EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1" = 40'A1

PLAN NORTH

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

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HAW II

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EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

Replaces Drawings Posted in SAM.gov on 6/8/2022 In Its Entirety (Am-0002)

EROSION CONTROL NOTES

EROSION CONTROL AND BEST MANAGEMENT PRACTICE (BMP)

NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH USAG-HI DPW CONSTRUCTION SITE RUNOFF

CONTROL PROGRAM POLICY MEMO DATED JUN 24 2019.

2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE

ANY EARTHWORK IS INITIATED.

3. SLOPE PROTECTION IS REQUIRED ON AREAS WITH SLOPES GREATER THAN 15% AND ON

AREAS OF MODERATE SLOPE THAT ARE PRONE TO EROSION UNLESS THEY ARE BEING

ACTIVELY WORKED. USE DIVERSION UPSTREAM OF SLOPE (DIKES, SWALES, SLOPE DRAINS)

TO DIVERT WATER AROUND THE SLOPE. PROVIDE A 10-FOOT BUFFER ZONE AT THE TOE OF

SLOPE. ONLY 5 ACRES MAY BE DISTURBED AT ANY TIME ON SLOPES GREATER THAN 15%

4. TEMPORARY STABILIZATION IS REQUIRED ON DISTURBED AREAS WHICH ARE AT FINAL

GRADE OR WHEN THE DISTURBED AREA WILL NOT BE WORKED FOR 14 CONSECUTIVE DAYS

OR MORE.

5. PERMANENTLY STABILIZE ALL DISTURBED AREAS USING VEGETATIVE COVERING,

PAVEMENT, OR EQUIVALENT, PRIOR TO REMOVING EROSION AND SEDIMENT CONTROL

MEASURES. TRAPPED SEDIMENT AND AREAS OF DISTURBED SOIL WHICH RESULT FROM

THE REMOVAL OF THE TEMPORARY MEASURES SHALL BE IMMEDIATELY AND PERMANENTLY

STABILIZED.

6. PRESERVE EXISTING VEGETATION. CLEARLY MARK THE AREAS TO BE PRESERVED WITH

FLAGS OR TEMPORARY FENCING. WHERE TEMPORARY FENCING IS USED, FENCING MUST

BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN AN UPRIGHT POSITION.

7. MINIMIZE SOIL COMPACTION IN AREAS WHERE FINAL STABILIZATION WITH VEGETATION OR

INFILTRATION PRACTICES WILL BE INSTALLED. PROTECT AREAS FROM EXCESSIVE

COMPACTION DURING CONSTRUCTION. VEHICLE AND EQUIPMENT USE SHALL BE

RESTRICTED OR TECHNIQUES TO CONDITION THE SOILS TO SUPPORT VEGETATION SHALL

BE IMPLEMENTED IN THE AREAS THAT HAVE BEEN COMPACTED AND ARE DESIGNATED TO

REMAIN VEGETATIVE OR POST-CONSTRUCTION INFILTRATION AREAS. CLEARLY MARK THE

AREAS TO BE AVOIDED WITH FLAGS OR TEMPORARY FENCING, WHERE TEMPORARY

FENCING IS USED, FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED

IN AN UPRIGHT POSITION.

8. PERIMETER CONTROLS ARE REQUIRED DOWNSLOPE OF ALL DISTURBED AREAS. MAINTAIN

DOWNSTREAM VEGETATED BUFFER AREA.

9. SEDIMENT FENCES OR BARRIERS SHALL BE USED DOWN SLOPE OF ALL DISTURBED AREAS.

UNTIL SLOPES ARE STABILIZED A SEDIMENT FENCE OR BARRIER SHALL BE INSTALLED AT

THE TOE OF THE SLOPE AND ON CONTOURS AT THE FOLLOWING SPACING:

SLOPE > 2H:1V 10 FEET SPACING

SLOPE > 4H:1V AND < 2H:1V 15 FEET SPACING

SLOPE < 4H:1V 20 FEET SPACING

10. INLET PROTECTION MEASURES.

A. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH MAY RECEIVE RUNOFF

FROM THE SITE SHALL USE AN INLET PROTECTION DEVICE UNLESS THEY ARE DIRECTED

TO A SEDIMENT BASIN.

B. SEDIMENT LEVELS MAY NOT EXCEED ONE THIRD OF THE HEIGHT OF SEDIMENT BARRIER

OR INLET PROTECTION DEVICE AT ANY POINT ALONG THE LENGTH OF THE SEDIMENT

BARRIER OR THE INLET PROTECTION DEVICE.

C. SEDIMENT BARRIERS AND INLET PROTECTION DEVICES MUST BE UNCLOGGED AND

CLEANED WHEN PERFORMANCE IS COMPROMISED.

D. TORN, WEATHERED OR SAGGING SEDIMENT BARRIERS OR INLET PROTECTION DEVICES

MUST BE REPAIRED OR REPLACED IMMEDIATELY.

11. SEDIMENT BASINS MUST BE KEPT IN EFFECTIVE OPERATING CONDITION AND SEDIMENT

SHALL BE REMOVED TO MAINTAIN AT LEAST ONE HALF OF THE DESIGN CAPACITY AT ALL

TIMES.

12. TRACKING CONTROL MEASURES.

A. MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER PAVED AREAS, AND

SIDEWALKS FROM VEHICLES EXITING THE CONSTRUCTION SITE BY RESTRICTING

VEHICLE TRAFFIC TO PROPERLY DESIGNATED AREAS AND USING ADDITIONAL

CONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES PRIOR TO EXITING THE SITE.

B. VEHICULAR PARKING AND MOVEMENT ON PROJECT SITES MUST BE CONFINED TO

PAVED SURFACES OR PREDEFINED PARKING AREAS AND VEHICLE PATHS, WHICH SHALL

BE MARKED WITH FLAGS OR BOUNDARY FENCING.

C. ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED, SPILLED,

OR OTHERWISE DISCHARGED FROM A PROJECT SITE TO OFF-SITE STREETS, OTHER

PAVED AREAS, SIDEWALKS OR THE MS4 MUST BE CLEANED USING DRY METHODS SUCH

AS SWEEPING OR VACUUMING.

D. WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM THE PROJECT

SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED UNLESS THE

MATERIAL IS SEDIMENT AND THE INLETS ARE DIRECTED TO A SEDIMENT BASIN OR

SEDIMENT TRAP.

13. BEST MANAGEMENT PRACTICES (BMPS) SHALL NOT BE REMOVED UNTIL FINAL

STABILIZATION IS COMPLETE FOR THAT PHASE.

RAIN RESPONSE PLAN:

1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, STORM OR HURRICANE IS

IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS:

2. TEMPORARY SUSPENSION OF ACTIVE GRADING, GRUBBING AND TRENCHING.

3. INSPECT ALL SEDIMENT BASINS, TEMPORARY DITCHES/SWALES, PERIMETER CONTROLS,

AND INLET PROTECTION DEVICES, AND MAINTAIN AS NEEDED. REINSTALL ANY PERIMETER

CONTROLS THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA. IF A SEVERE STORM

IS EXPECTED, REMOVE INLET PROTECTION DEVICES TO PREVENT FLOODING ON

SURROUNDING STREETS.

4. .COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO

AVOID CONTACT WITH RAINWATER.

5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO PREVENT

RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS. PROPERLY DISPOSE OF

ANY ACCUMULATED OILY WATER AFTER THE RAIN EVENT.

6. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, STORM OR HURRICANE, AND

REPLACE OR MAINTAIN BMPS AS NEEDED.

GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES (BMPS):

1. STREET SWEEPING AND VACUUMING. ALL POLLUTANTS DISCHARGED FROM THE

CONSTRUCTION SITE TO OFF-SITE AREAS MUST BE SWEPT OR VACUUMED EACH DAY

BEFORE LEAVING THE JOB SITE.

2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT. PREVENT, REDUCE, OR

ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY, STORAGE, AND

USE TO THE STORM WATER SYSTEM OR WATERCOURSES BY MINIMIZING THE STORAGE OF

HAZARDOUS MATERIALS ONSITE, STORING MATERIALS IN A DESIGNATED AREA AND

INSTALLING SECONDARY CONTAINMENT. CONSTRUCTION MATERIALS, WASTE, TOXIC AND

HAZARDOUS SUBSTANCES, STOCKPILES AND OTHER SOURCES OF POLLUTION SHALL NOT

BE STORED IN BUFFER AREAS, NEAR AREAS OF CONCENTRATED FLOW, OR AREAS

ABUTTING THE STORM SEWER SYSTEM, RECEIVING WATERS, OR DRAINAGE IMPROVEMENTS

THAT DISCHARGE OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS AND

COVERS SHALL BE IMPLEMENTED TO THE MAXIMUM EXTENT PRACTICABLE.

3. SPILL PREVENTION AND CONTROL. CREATE AND IMPLEMENT SPILL PREVENTION AND

RESPONSE PLANS TO ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO THE

STORM SEWER SYSTEM AND RECEIVING WATERS FROM LEAKS AND SPILLS BY REDUCING

THE CHANCE FOR SPILLS, ABSORBING, CONTAINING, AND CLEANING UP SPILLS AND

PROPERLY DISPOSING OF SPILL MATERIALS. AT A MINIMUM, ALL PROJECTS SHALL CLEANUP

ALL LEAKS AND SPILLS IMMEDIATELY.

4. HAZARDOUS MATERIALS. PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO

STORM WATER FROM HAZARDOUS WASTE THROUGH PROPER MATERIAL USE AND WASTE

DISPOSAL. IN THE EVENT THAT HAZARDOUS MATERIALS ARE DISCHARGED TO THE STORM

SEWER SYSTEM, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE

(COR) OF THE DISCHARGE. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE

DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN

TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE

SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION.

5. NONHAZARDOUS MATERIALS. IN THE EVENT THAT NONHAZARDOUS MATERIALS ARE

DISCHARGED TO THE STORM SEWER SYSTEM, NOTIFY THE COR NO LATER THAN THE NEXT

BUSINESS DAY. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE

DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN

TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE

SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION.

6. VEHICLE AND EQUIPMENT CLEANING. ELIMINATE AND MINIMIZE THE DISCHARGE OF

POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT CLEANING OPERATIONS

BY USING OFF-SITE FACILITIES WHEN FEASIBLE, WASHING IN DESIGNATED, CONTAINED

AREAS ONLY, AND ELIMINATING DISCHARGES TO THE STORM DRAIN SYSTEM BY

EVAPORATING AND/OR TREATING WASH WATER, AS APPROPRIATE OR INFILTRATING WASH

WATER FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER ONLY.

7. VEHICLE AND EQUIPMENT FUELING. PREVENT FUEL SPILLS AND LEAKS BY USING OFF-SITE

FACILITIES, FUELING ONLY IN DESIGNATED AREAS, ENCLOSING OR COVERING STORED

FUEL, AND IMPLEMENTING SPILL CONTROLS SUCH AS SECONDARY CONTAINMENT AND

ACTIVE MEASURES USING SPILL RESPONSE KITS.

8. VEHICLE AND EQUIPMENT MAINTENANCE. ELIMINATE AND MINIMIZE THE DISCHARGE OF

POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT MAINTENANCE

OPERATIONS BY USING OFF-SITE FACILITIES WHEN FEASIBLE, PERFORMING WORK IN

DESIGNATED AREAS ONLY, USING SPILL PADS UNDER VEHICLES AND EQUIPMENT,

CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP SPILLS

IMMEDIATELY.

9. SOLID WASTE MANAGEMENT. PREVENT OR REDUCE DISCHARGE OF POLLUTANTS TO THE

LAND, GROUNDWATER, AND IN STORM WATER FROM SOLID WASTE OR CONSTRUCTION AND

DEMOLITION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS, COLLECT SITE

TRASH DAILY, AND ENSURING THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED AND

DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS.

10. SANITARY/SEPTIC WASTE MANAGEMENT. TEMPORARY AND PORTABLE SANITARY AND

SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED IN, WELL-MAINTAINED AND

SCHEDULED FOR REGULAR WASTE DISPOSAL AND SERVICING. SOURCES OF SANITARY

AND/OR SEPTIC WASTE SHALL NOT BE STORED NEAR THE STORM SEWER SYSTEM OR

RECEIVING WATERS.

11. STOCKPILE MANAGEMENT. STOCKPILES SHALL NOT BE LOCATED IN DRAINAGE WAYS,

WITHIN 50 FEET FROM AREAS OF CONCENTRATED FLOWS, AND ARE NOT ALLOWED IN THE

ROAD. SEDIMENT BARRIERS, SILT FENCES OR COMPOST FILTER SOCKS SHALL BE USED

AROUND THE BASE OF ALL STOCKPILES. STOCKPILES SHALL NOT EXCEED 15 FEET IN

HEIGHT. STOCKPILES GREATER THAN 15 FEET IN HEIGHT SHALL REQUIRE 8 FOOT WIDE

BENCHES AT 15 FOOT INCREMENTS. STOCKPILES MUST BE COVERED WITH PLASTIC

SHEETING OR A COMPARABLE MATERIAL IF THEY WILL NOT BE ACTIVELY USED WITHIN 7

DAYS.

12. LIQUID WASTE MANAGEMENT. LIQUID WASTE SHALL BE CONTAINED IN A CONTROLLED

AREA SUCH AS A HOLDING PIT, SEDIMENT BASIN, ROLL-OFF BIN, OR PORTABLE TANK OF

SUFFICIENT VOLUME AND TO CONTAIN THE LIQUID WASTE GENERATED. CONTAINMENT

AREAS OR DEVICES MUST BE IMPERMEABLE AND LEAK FREE AND SHOULD NOT BE LOCATED

WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER

BODIES, CHANNELS, OR STORM DRAINS.

13. CONCRETE WASTE MANAGEMENT. PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS

TO STORM WATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT OFFSITE OR

PERFORMING ONSITE WASHOUT IN A DESIGNATED AREA CONSTRUCTED AND MAINTAINED IN

SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE

GENERATED BY WASHOUT OPERATIONS. PLASTIC LINING MATERIALS SHALL BE A MINIMUM

OF 10 MILLIMETERS POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR

OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.

CONTAINMENT AREAS OR DEVICES SHOULD NOT BE LOCATED WHERE ACCIDENTAL

RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BODIES, CHANNELS, OR

STORM DRAINS. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE

CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75 PERCENT FULL. ONCE

CONCRETE WASTES ARE WASHED INTO THE DESIGNED AREA AND ALLOWED TO HARDEN,

THE CONCRETE SHOULD BE BROKEN UP, REMOVED AND DISPOSED OF AS SOLID WASTES.

14. CONTAMINATED SOIL MANAGEMENT. AT MINIMUM CONTAIN CONTAMINATED MATERIAL SOIL

BY SURROUNDING WITH IMPERMEABLE LINED BERMS OR COVER EXPOSED CONTAMINATED

MATERIAL WITH PLASTIC SHEETING. CONTAMINATED SOIL SHOULD BE DISPOSED OF

PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

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U .S

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CG104

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

A

HAW II

HM.

AN

Y RA

R

K. C

EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

D

ES

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

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/1

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AN

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D

30' PROVIDE FULL

WIDTH OF

INGRESS/EGRESS

NOTE:

1. ANY SEDIMENT CARRIED FROM THE SITE ONTO THE

STREET/PARKING LOT SHALL BE CLEANED UP

IMMEDIATELY.

6" MINUS SURGE ROCK

GEOTEXTILE

FABRIC

(UNDERNEATH)

8" THICK

MIN.

50' MIN.

NOTES:

1. SEDIMENT CONTROL FILTERS SHALL BE INSTALLED ON ALL CATCH BASINS

SURROUNDING THE PROJECT SITE AS SHOWN ON SHEET CG103.

2. AT THE END OF THE OPERATIONS, ALL THE CATCH BASINS SURROUNDING THE

PROJECT SITE SHALL BE INSPECTED FOR ANY ACCUMULATION OF SEDIMENT

AND DEBRIS. THE ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED

FROM THE CATCH BASINS. FLUSHING INTO THE CATCH BASIS IS PROHIBITED.

3. CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FILTERS DURING TIMES OF

ABOVE-NORMAL RAINFALL EVENTS AND REPLACE THEM AFTER THE EVENT HAS

PASSED.

SLOPE

2' LAP

MIN.

FILTER SOCK NOTES:

1. WHEN JOINING TWO SECTIONS OF FILTER SOCK, A MINIMUM OF 2

FEET SHOULD BE MADE SO THAT FILTER SOCK SIT SIDE BY SIDE.

2. CONTRACTOR SHALL REMOVE ANY DEBRIS IN PATH OF FILTER

SOCK TO ENSURE GOOD GROUND CONTACT.

3. COMPOST SHALL NOT CONTAIN BIOSOLIDS AND SHOULD BE

CONSISTENT WITH EPA GUIDELINES.

4. SHOULD THE FILTER FABRIC DECOMPOSE OR BECOME

INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE

AND THE FILTER SOCK STILL BE NECESSARY, THE FILTER SOCK

SHALL BE REPLACED PROMPTLY.

5. CONTRACTOR SHALL USE 2"x2"x36 WOODEN STAKES WITH 18"

MINIMUM EMBEDMENT AND 6" HEIGHT OVER TOP OF FILTER SOCK

@ 10' O.C. WHEN INSTALLED ON DIRT OR EARTH. SANDBAGS TO

SECURE SOCKS MAY BE USED IN LIEU OF STAKING WHEN

INSTALLED ON PAVEMENT.

6. CONTRACTOR TO PROVIDE 4' MINIMUM CLEARANCE AT ALL

SIDEWALKS.

6"

12"Ø FILTER SOCK FILLED

WITH NON-COMPOSTED

WOOD CHIPS WITH 60%

RETAINED ON 3/8" SEIVE

2"x2"x36"

WOODEN STAKES

@ 10' O.C.

FINISH GRADE

(TOPSOIL)

EXISTING A.C.

PAVEMENT/SIDEWALK

SECTION

(ALONG CONSTRUCTION FENCING)

LIMIT OF CONSTRUCTION

FENCING

SLOPE

FINISH GRADE

(TOPSOIL)

TYPICAL SECTION

EXIST.

GROUND

CONTRACTOR SHALL PROVIDE

ADEQUATE CLEAR SPACE FOR

PEDESTRIANS AND SITE

CONTROLS (AS NECESSARY)

INSTALL 12"Ø MIN

FILTER SOCK FILLED

WITH NON-COMPOSTED

WOOD CHIPS WITH 60%

RETAINED ON 3/8" SEIVE

PLACE PRIOR TO ANY

GRADING WORK

LIMIT OF GRADING/

DISTURBANCE

PLAN

2"x2"x36" WOODEN

STAKES @ 10' O.C.

TEMPORARY CONSTRUCTION ENTRANCE

CG103

D1

NOT TO SCALE

TEMPORARY GEOTEXTILE FABRIC

FOR GRATED DRAIN INLETS M10

NOT TO SCALE

SEDIMENT CONTROL FILTER

AT CATCH BASIN DETAIL M15

NOT TO SCALE

GRAVEL FILLED

POUCH

SEDIMENT FILTER

GUTTER

EXIST CATCH

BASIN

INLET

CURB

18" MIN.

EMBEDMENT

6" MIN.

X X

X

EXISTING CURB

18" MIN.

EMBEDMENT

2"x2"x36" WOODEN

STAKES @ 10' O.C.

6" MIN.

CG105

CG105 CG105

FLOW

INLET GRATE

INSTALL GEOTEXTILE

FABRIC BETWEEN

GRATING AND GRATING

FRAME

BRACING,

TYP

RUNNERS,

TYP

DUST

SCREEN

MATERIAL

CONCRETE

FOOTING

AND POST

CONTRACTOR TO ADJUST

BRACE AS NECESSARY

DURING GRADING

BRACING, TYP

TEMPORARY

DUST SCREEN

1'-0" MIN

(VARIES)

EXISTING

GROUND

'-0

" M

IN

IM

U

M

10'-0" ON CENTER

TEMPORARY DUST SCREEN G11

NOT TO SCALE CG105

ER

O

SI

O

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S

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IM

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FILTER SOCK / FILTRATION TUBE DETAIL F5

NOT TO SCALE CG105

CG105

CG103 CG103

CG103

CG103

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

A

HAW II

HM.

AN

Y RA

R

K. C

EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

IG

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

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P:

\2

9\

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R=1" FINISHED

SURFACE

FINISH

GRADE

R=1/4"

6"

1' -0

7"

6" 1"

CURB GRADE

2,500 PSI

CONCRETE COMPACTED

SUBGRADE

NOTES:

1. UNLESS SPECIFIED OTHERWISE, ALL CONSTRUCTION SHALL BE

PURSUANT TO CHILD DEVELOPMENT CENTER CONSTRUCTION

SOLICITATION AND SPECIFICATIONS.

2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE FORMED ON THE CURB

AND SPACED AS SHOWN ON THE PLANS. JOINTS SHALL NOT EXCEED 12'

INTERVALS. THE JOINTS MAY BE FORMED WITH A REMOVABLE METAL

STRIP OR BY SAWING. CONSTRUCTION JOINTS SHALL BE KEYED WITH A

MINIMUM OF ONE #3 TIE BAR 15 INCHES LONG. THE WIDTH OF

CONTRACTION JOINTS SHALL BE AT LEAST 1/8”, BUT NOT GREATER THAN

3/16".

3. EXPANSION JOINTS SHALL BE CONSTRUCTED AT EVERY 96- TO 100-FOOT

SPACING, AT THE BEGINNING AND AT THE END OF CURB RETURNS, AND

AT FIXED STRUCTURES, SUCH AS BUILDINGS, BRIDGES, OR WALLS. THE

JOINTS SHALL BE CONSTRUCTED WITH 1/2” THICK PREMOLDED

EXPANSION-TYPE FILLER, EXTENDING FROM THE BOTTOM OF CURB TO

APPROXIMATELY 1/2" BELOW THE TOP OF CURB, THEN FILLED WITH JOINT

SEALER.

4. WHERE CONCRETE CURBS ARE USED TO ISOLATE LANDSCAPING IN OR

ADJACENT TO THE PAVEMENT AREAS, THE CURBS SHALL EXTEND A

MINIMUM OF 2-INCHES INTO THE SUBGRADE SOIL BELOW THE

AGGREGATE BASE COURSE LAYER TO REDUCE THE POTENTIAL FOR

MIGRATION OF EXCESSIVE LANDSCAPE WATER INTO THE PAVEMENT

SECTION.

CAST-IN-PLACE CONCRETE CURB G8

NOT TO SCALE

NOTES:

1. UNLESS SPECIFIED OTHERWISE, ALL CONSTRUCTION SHALL BE PURSUANT TO CHILD

DEVELOPMENT CENTER CONSTRUCTION SOLICITATION AND SPECIFICATIONS.

2. AGGREGATE BASE COURSE SHALL HAVE A CBR GREATER THAN OR EQUAL TO 80.

3. IF SOFT AND/OR LOOSE, WEAK, OR YIELDING AREAS ARE ENCOUNTERED DURING SITE

PREPARATION, THE AREA SHALL BE OVER-EXCAVATED TO EXPOSE FIRM GROUND AND

THE RESULTING EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR FILL

AND COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION.

THICKNESS

PER TABLE

AGGREGATE BASE COURSE

COMPACTED TO 100% OF ASTM

D1557 MAXIMUM DENSITY.

SEE NOTE 2

ASPHALT PAVEMENT

AGGREGATE BASE COURSE

THICKNESSMATERIAL

6"

SCARIFY AND RECOMPACT SUBGRADE TO A

DEPTH OF 8-INCHES, MOISTURE CONDITION

TO 0 TO 2 PERCENT ABOVE OPTIMUM

MOISTURE CONTENT AND RECOMPACT TO A

MINIMUM OF 95% RELATIVE COMPACTION

ASPHALT PAVEMENT

ASPHALT PAVEMENT

CS102,

M3

NOT TO SCALE C-501

SEE PLANS

CONCRETE SIDEWALK L18

NOT TO SCALE

6X6-W2.9 X W2.9

WELDED WIRE MESHSLOPE, SEE NOTE 4 BELOW

FLUSH WITH CONC.

CURB WHERE

OCCURS

FINISH GRADE

WHERE OCCURS

CONC. CURB

NOTES:

STRUCTURE

PREMOLDED EXPANSION

JOINT FILLER

FILL WITH JOINT

SEALER

R=1/8"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED EXPANSION

JOINT FILLER

FILL TOP 1"

WITH JOINT SEALERSAW CUT OR

FORMED GROOVE

1"

4"

4" O

R

6"

WIDTH AS INDICATED

1/2"

4"

1"

1/8" TO 1/4"

1"

40"

3/4" TO 1-1/2"

4" THICK CONCRETE SIDEWALK WITH

MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF 3,500 PSI

CS103

NEW CONC. CURB EXIST. CONC. CURB

TO REMAIN

#4 EPOXY COATED

DOWEL, 18" LONG

9"9"

1" 6" 4"

6"

7"

1"

R=1/4"

R=1"

4"

#4 EPOXY COATED

DOWEL, 18" LONG,

EMBEDDED IN

CONCRETE

SECTION

CONCRETE CURB CONNECTION DETAILS J13

NOT TO SCALE

EXISTING

AGGREGATE

BASE COURSE

NEW 3" OR 4" THICK A.C.

PRIME COAT

2'-0"

MIN.

SAW CUT AND APPLY TACK

COAT PROVIDE SMOOTH

RIDING CONNECTION

EXIST. A.C. PAVEMENT

(ASSUMED 3" MIN.

THICKNESS, CONTRACTOR

TO VERIFY)

NEW A.C. PAVEMENT EXIST A.C. PAVEMENT

AC PAVEMENT CONNECTION DETAILS M8

NOT TO SCALE C-501

EXPANSION JOINT ABUTTING CURB OR STRUCTURE

PLAN

CURB FACE

TOP OF CURB

SLOPE AND ELEVATION

PER PLAN

PRECAST CONCRETE WHEELSTOP

CS102,

CS103,

C-510

G3

NOT TO SCALE

9"

2"

5"

2"

SECTION

1'-6"

1'-0"

1'-6"

1'-0"

6'-0"

4' 1/2"

#6 @ 2'-6"

LONG

2-1"Ø HOLES

1"

SEAL 1/2" DEEP HOLE

WITH MORTAR

2-#3 REBARS

CONTINUOUS

6"

5'

2' 7/8"

1'-0"

PRECAST

WHEEL STOP

9"

C-501

VEGETATED SWALE

CS102,CS103,

CU101,CU102

B3

NOT TO SCALE C-501

6"COMPACTED

SUBGRADE

FINISH

GRADE

R=1/4"

A.C. PAVEMENT

SECTION

CONCRETE HEADER C8

NOT TO SCALE

BACK OF CURB

7"

PLACEMENT

4.5' 4.5'

4" WIDE

STRIPE

CONCRETE

WHEELSTOP

CONCRETE

CURB OR

HEADER

C

IV

IL

D

ET

AI

LS

NOTES:

1. UNLESS SPECIFIED OTHERWISE, ALL CONSTRUCTION SHALL BE

PURSUANT TO CHILD DEVELOPMENT CENTER CONSTRUCTION

SOLICITATION AND SPECIFICATIONS.

2. AGGREGATE BASE COURSE SHALL HAVE A CBR GREATER THAN OR

EQUAL TO 80.

3. IF SOFT AND/OR LOOSE, WEAK, OR YIELDING AREAS ARE

ENCOUNTERED DURING SITE PREPARATION, THE AREA SHALL BE

OVER-EXCAVATED TO EXPOSE FIRM GROUND AND THE RESULTING

EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR FILL

AND COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION.

AGGREGATE BASE

COURSE COMPACTED

TO 100% OF ASTM D1557

MAXIMUM DENSITY.

SEE NOTE 2

4" MIN. KUAIKUA ST. EXTENSION ONLY

3" MIN. ALL OTHER AREAS

SCARIFY AND RECOMPACT SUBGRADE TO A

DEPTH OF 8-INCHES, MOISTURE CONDITION

TO 0 TO 2 PERCENT ABOVE OPTIMUM

MOISTURE CONTENT AND RECOMPACT TO A

MINIMUM OF 95% RELATIVE COMPACTION

12" MINIMUM NON-EXPANSIVE GRANULAR

FILL, MOISTURE CONDITION TO BETWEEN 0

AND 3 PERCENT ABOVE OPTIMUM MOISTURE

CONTENT AND COMPACTED TO A MINIMUM

OF 90% RELATIVE COMPACTION

1. SPACE CONTRACTION JOINTS AT 5 FEET (NOMINAL) INTERVALS.

2. EXPANSION JOINTS TO BE PLACED AT 50 FEET INTERVALS AND WHERE WALKWAY

CHANGES DIRECTIONS OR ABUTS A CURB OR STRUCTURE.

3. SAW-CUT CONTRACTION JOINTS AS SOON AS CONCRETE WILL NOT BE DAMAGED BUT NO

LATER THAN 10 HOURS AFTER CONCRETE POUR.

4. CONCRETE SIDEWALK SHALL HAVE A CROSS SLOPE AS INDICATED IN THE DIRECTION OF

DRAINAGE. WHERE NOT INDICATED, PROVIDE 2% PERCENT CROSS SLOPE IN THE

DIRECTION OF DRAINAGE.

5. SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 12-INCHES, MOISTURE

CONDITION TO BETWEEN 2 AND 6 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND

COMPACTED TO ATLEAST 90% RELATIVE COMPACTION.

6. IF SOFT AND/OR LOOSE, WEAK, OR YIELDING AREAS ARE ENCOUNTERED DURING SITE

PREPARATION, THE AREA SHALL BE OVER-EXCAVATED TO EXPOSE FIRM GROUND AND

THE RESULTING EXCAVATION SHALL BE BACKFILLED WITH SELECT GRANULAR FILL AND

COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION.

2:1 MAX.2:1 MAX.

1.5' 2' SLOPE VARIES

SEE PLAN

SLOPE VARIES

SEE PLAN

2'

6" M

IN

VEHICULAR CONCRETE PAVEMENT F13

NOT TO SCALE

6" THICK, CLASS "A" CONC. PAVEMENT WITH

6x6 x 6/6 WELDED WIRE FABRIC (WWF)

6" MIN. AGGREGATE BASE COURSE

COMPACTED TO NOT LESS THAN

95% OF ITS MAX. DENSITY

12" THICKENED

EDGE, TYP.

9"

WIDTH VARIES,

SEE PLAN

TYP.

X X X X X X X X X

XX

NOTE:

1. WHERE CONCRETE CURBS ARE USED TO ISOLATE

LANDSCAPING IN OR ADJACENT TO THE PAVEMENT

AREAS, THE CURBS SHALL EXTEND A MINIMUM OF

2-INCHES INTO THE SUBGRADE SOIL BELOW THE

AGGREGATE BASE COURSE LAYER TO REDUCE

THE POTENTIAL FOR MIGRATION OF EXCESSIVE

LANDSCAPE WATER INTO THE PAVEMENT SECTION.

DOME SPACINGDOME SECTION

DOME ALIGNMENT

0.

2"

0.9"

0.4" 2.

"0.9"

2.35"

0.2"

DETECTABLE WARNING DETAIL C17

NOT TO SCALE

C-501

C-501

C-501

C-501

C-501

C-501

NOTES:

1. DETECTABLE WARNING SHALL BE PRECAST

POLYMER CONCRETE.

2. MATERIALS USED FOR DETECTABLE

WARNINGS SHALL BE "SAFETY YELLOW" IN

COLOR AND BE AN INTEGRAL PART OF THE

DETECTABLE WARNING SURFACE.

GRADE ADJUSTMENT WALLS D13

NOT TO SCALE C-501

TYPE "C" WALL

8" MIN.

2'-6" FOR 4' HT.

2'-0" FOR 3' HT.

8" 12

M

IN

4' =0

" M

AX

3" WEEPS @ 10'

O.C. W/1 SF CR.

ROCK CONT.

EXIST.

GROUND

1. DETAILS APPLICABLE ONLY FOR AREAS WITH GRANULAR SOIL CONTAINING SOME SILT SIZED

MATERIAL OR BETTER SOILS.

2. HORIZONTAL REINFORCEMENT FOR WALLS MAY BE 1 - #4 AT 24" O.C.

#4 CONT.

3 - #4 CONT.

#4 @ 24" O.C.

#4 @ 24" O.C., HORIZ.

#4 @ 24" O.C., VERT.

8" CONC. BLOCK

GROUT ALL CELLS

2" CLR.

FENCE OR RAILING AS

REQUIRED, SEE PLANS

1 - #4 IN K.O. BLOCK

CONC. SIDEWALK ROUNDED EDGE

STEP FOOTING

BEND ALL LONG

BARS 6" MIN.

8"

NOTE:

TYPE "B" WALL

8" EXIST.

GROUND

6"

" M

AX

ROUNDED EDGE

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

2 - #4 HORIZ.

CONC. SIDEWALK

ADA RAMP N13

NOT TO SCALE CS102 C-501

XXXX

TC=897.25

BC=896.75

896.47896.43895.38

TC=896.47

BC=895.97

896.01 896.05 TC=896.57

BC=896.07

896.37896.33

8%

2% 2%

2% 8%

1%

1%

1%

8%

CS102,

CS103

CS102,

CS103

CS102,

CS103

CS102,

CS103

CS102,

CS103 CS102,

CS103

CS102,

CS103

CS102,

CS103,

C-510

DETECTABLE

WARNING,

TYP. SEE DET. C18

C-501C-501

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

FLOW LINE OR

SWALE GRADE

X/2

4" THICK, CLASS "A" CONCRETE

WITH 6x6 - W1.4xW1.4 GALV.

WELDED WIRE FABRIC (WWF)

SCARIFY AND RECOMPACT SUBGRADE

TO A DEPTH OF 8-INCHES, MOISTURE

CONDITION TO 0 TO 2 PERCENT ABOVE

OPTIMUM MOISTURE CONTENT AND

RECOMPACT TO A MINIMUM OF 95%

RELATIVE COMPACTION

AC PAVT.

6" AGGREGATE BASE

COURSE COMPACTED

TO 100% OF ASTM D1557

MAXIMUM DENSITY

X/2

2"

X X X X

SLOPE AND FINISH

GRADE PER PLAN

(BOTH SIDES)

2% MIN. 2% MIN. 4"

XXX

CONCRETE SWALE C12

NOT TO SCALE C-501CS102

VARIES - 2' MIN.

2,500 PSI

CONCRETE

C-501

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

A

HAW II

HM.

AN

Y RA

R

K. C

EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

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SHEET ID

US Army Corps of Engineers

U .S

. A R

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C O

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/1

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4' HIGH CHAINLINK FENCE

CS102,

CS103

M5

NOT TO SCALE

C

IV

IL

D

ET

AI

LS

3"

3"

4' -0

3'

-4

3' -4

1'-0"1'-0"

8"

3' -0

3" 1'-0"

4' -0

3' -0

4'

-0

3"1'-0"

NOTES FOR 4' HIGH CHAINLINK FENCE:

1. ALL PIPE AND POST SIZES ARE NOMINAL DIAMETER (N.D.).

2. CHAIN LINK FABRIC, PIPES, FITTING, FASTENERS, TRUSS ROD,

POSTS, HOG RINGS AND TENSION WIRE SHALL BE HOT-DIP

GALVANIZED.

3. CHAIN LINK FABRIC SHALL BE CONTINUOUS AND FASTENED

TO END, INTERMEDIATE, GATE AND CORNER POSTS BY

TENSION BARS WITH TENSION BANDS EVENLY SPACED AT

15" O.C. (MAX.).

4. WIRE FASTENINGS SHALL BE NO. 12 GAUGE GALVANIZED TIE

WIRE.

5. CHAIN LINK FABRIC SHALL BE FASTENED TO LINE POSTS WITH

WIRE FASTENINGS EVENLY SPACED AT 12" O.C. (MAX.).

6. CHAIN LINK FABRIC SHALL BE FASTENED TO HORIZONTAL

RAILS WITH WIRE FASTENINGS EVENLY SPACED AT 12"

O.C. (MAX.).

7. ALL WIRE FASTENING ENDS SHALL BE WRAPPED AROUND

CHAIN LINK A MINIMUM OF ONE COMPLETE TURN. (HOOKING

OF WIRE ENDS SHALL NOT BE PERMITTED).

8. CHAIN LINK FABRIC SHALL BE FASTENED TO TRUSS ROD WITH

NO. 9 GAUGE HOG RINGS AT 12" O.C.

9. NO SPLICING SHALL BE ALLOWED ON ALL STRAIGHT-RUN

PIPES.

10. TOP AND BOTTOM SELVAGES OF CHAIN LINK FABRIC SHALL

BE KNUCKLED.

11. INSTALL INTERMEDIATE POSTS AT 200' MAX. INTERVALS.

12. ALL FIELD WELDS AND DAMAGED GALVANIZED SURFACES

SHALL BE PAINTED WITH TWO COATS OF Z.R.C. COLD

GALVANIZING COMPOUND.

13. ALL FENCE POSTS SHALL BE INSTALLED EVENLY SPACED.

14. AFTER INSTALLATION, ALL BOLT ENDS SHALL BE CUT FLUSH

WITH THE NUTS AND GROUND SMOOTH.

NOTES FOR 4' HIGH ACCESS GATE:

1. ALL PIPES AND POST SIZES ARE NOMINAL DIAMETER (N.D.).

2. GATE FRAME SHALL BE OF WELDED PIPE CONSTRUCTION. ALL WELDING SHALL CONFORM TO THE

SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE".

3. FOR ALL WELDED CONNECTIONS: CORNERS SHALL BE MITERED AND ALL PIPE BRACES PROPERLY

COPED.

4. ALL FIELD WELDS AND DAMAGED GALVANIZED SURFACES SHALL BE PAINTED WITH TWO COATS OF

Z.R.C. COLD GALVANIZING COMPOUND.

5. GATE HINGES SHALL BE TACK WELDED TO GATE POSTS AND FRAMES.

6. CHAIN LINK FABRIC, PIPES, FITTINGS, FASTENERS, TRUSS ROD, POSTS AND HOG RINGS SHALL BE

HOT-DIP GALVANIZED.

7. WIRE FASTENINGS SHALL BE NO. 12 GAUGE GALVANIZED TIE WIRE.

8. CHAIN LINK FABRIC SHALL BE CONTINUOUS AND FASTENED TO SIDE FRAME PIPES BY TENSION BARS

WITH TENSION BANDS EVENLY SPACED AT 15" O.C. (MAX.).

9. CHAIN LINK FABRIC SHALL BE FASTENED TO TOP AND BOTTOM FRAME PIPES WITH WIRE

FASTENINGS EVENLY SPACED AT 12"O.C. (MAX.).

10. CHAIN LINK FABRIC SHALL BE FASTENED TO TRUSS ROD WITH NO. 9 GAUGE HOG RINGS AT 12" O.C.

11. TOP AND BOTTOM SELVAGES OF CHAIN LINK FABRIC SHALL BE KNUCKLED.

12. ALL WIRE FASTENINGS SHALL BE WRAPPED AROUND CHAIN LINK A MINIMUM OF ONE COMPLETE

TURN. (HOOKING OF WIRE ENDS SHALL NOT BE PERMITTED).

13. AFTER INSTALLATION, ALL BOLT ENDS SHALL BE CUT FLUSH WITH THE NUTS AND GROUND SMOOTH.

NOTES FOR 4' HIGH SERVICE GATE:

1. ALL PIPES AND POST SIZES ARE NOMINAL DIAMETER (N.D.).

2. GATE FRAME SHALL BE OF WELDED PIPE CONSTRUCTION. ALL WELDING SHALL

CONFORM TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY

"STRUCTURAL WELDING CODE".

3. FOR ALL WELDED CONNECTIONS: CORNERS SHALL BE MITERED AND ALL PIPE BRACES

PROPERLY COPED.

4. ALL WELDED CONNECTIONS SHALL BE PAINTED WITH TWO COATS OF Z.R.C. COLD

GALVANIZING COMPOUND.

5. GATE HINGES SHALL BE TACK WELDED TO GATE POSTS AND FRAMES.

6. CHAIN LINK FABRIC, PIPES, FITTINGS, FASTENERS, TRUSS ROD, POSTS AND HOG RINGS

SHALL BE HOT-DIP GALVANIZED.

7. WIRE FASTENINGS SHALL BE NO. 12 GAUGE GALVANIZED TIE WIRE.

8. CHAIN LINK FABRIC SHALL BE CONTINUOUS AND FASTENED TO SIDE FRAME PIPES BY

TENSION BARS WITH TENSION BANDS EVENLY SPACED AT 15" O.C. (MAX.).

9. CHAIN LINK FABRIC SHALL BE FASTENED TO TOP AND BOTTOM FRAME PIPES WITH

WIRE FASTENINGS EVENLY SPACED AT 12" O.C. (MAX.).

10. CHAIN LINK FABRIC SHALL BE FASTENED TO TRUSS RODS WITH NO. 9 GAUGE HOG

RINGS EVENLY SPACED AT 12" O.C.

11. TOP AND BOTTOM SELVAGES OF CHAIN LINK FABRIC SHALL BE KNUCKLED.

12. ALL WIRE FASTENINGS SHALL BE WRAPPED AROUND CHAIN LINK A MINIMUM OF ONE

COMPLETE TURN. (HOOKING OF WIRE ENDS SHALL NOT BE PERMITTED).

13. AFTER INSTALLATION, ALL BOLT ENDS SHALL BE CUT FLUSH WITH THE NUTS AND

GROUND SMOOTH.

1" N.D. (1.315 LB/FT)

PIPE PLUNGER ROD

WELD LOCKING DEVICE

TO PLUNGER ROD

LOCKING DEVICE

3/8" DIA. LIFT ROD

3/8" DIA. PADLOCK HOLE

PLUNGER GUIDE

(WELD TO FRAME)

1/4" BOLT, NUT

AND WASHERS

1-1/2" N.D. (2.72 LB/FT)

PIPE GATE FRAME

1-1/2" N.D. (2.72 LB/FT)

PIPE GATE FRAME

POST CAP

(TACK WELD

TO POST)

RAIL END

TOP RAIL

3" N.D.

(7.58 LB/FT)

POST

HINGE

HINGE

2" CLR.

WELD ROD

TO FRAME

3/8" DIA.

THREADED

TRUSS RODS

WITH

ATTACHMENTS

LOCKING DEVICE

SEE DET. BELOW

1-1/2" N.D.

(2.72 LB/FT)

PIPE GATE

FRAME,

TYP.

PLUNGER

GUIDE

(WELD TO

FRAME)

TRUSS

TIGHTENER

TENSION

BAND

TENSION

BAR

TRUSS

TIGHTENER

CHAIN LINK

FABRIC

NO. 9 GA.

2" MESH HINGE

HINGE

3" N.D.

(7.58 LB/FT)

POST

POST CAP (TACK

WELD TO POST)

RAIL END

TOP RAIL

KNUCKLED

FABRIC TOP

2" CLR.

WELD ROD

TO FRAME

1" N.D. (1.68 LB/FT)

PIPE PLUNGER

ROD W/ CAP

PLUNGER

GUIDE (WELD

TO FRAME)

1/2" CONC. CROWN

(TROWEL FINISHED)

2"N.D. (2.375 LB/FT)

PIPE FOR PLUNGER

ROD KEEPER, FULL

DEPTH OF CONC.

FOOTING. FOOTING TO

BE STRUCTURAL

CONC. PER PROJECT

SPECIFICATIONS

2-1/2"

FRAME

CLR.(RD.)

KNUCKLED

FABRIC

BOTTOM

2" FABRIC

CLR.

FINISHED

GRADE

12'-0" SERVICE GATE

WRAP EACH END AROUND

LINK A MINIMUM OF TWO (2)

COMPLETE TURNS (TYP.)

KNUCKLED

FINISHED

NO. 12 GAUGE

GALV. TIE WIRE

CHAIN LINK FENCE TOP,

MID OR BOTTOM RAILS,

LINE POSTS OR GATE

FRAMES.

CHAIN LINK

FABRIC

CHAIN LINK FABRIC

NO. 9 GA. 2" MESH

POST CAP (TACK

WELDED TO POST)

RAIL END

HINGE

2"N.D.(3.65 LB/FT)

POST

1/2" CONC. CROWN

(TROWEL FINISHED)

HINGE

FINISHED

GRADE

4'-0" GATE

1-1/4" N.D. (2.27

LB/FT) GATE FRAME

KNUCKLED FABRIC TOP

TENSION

BAR

TENSION

BAND

TRUSS

TIGHTENER

2-1/2"

FRAME

CLR.

2" FABRIC

CLR.

KNUCKLED

FABRIC

BOTTOM

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

(RD.)

3/8" DIA.

THREADED

TRUSS RODS

WITH

ATTACHMENTS

2"N.D. (3.65

LB/FT) POST

WELD ROD

TO FRAME

GATE FORK

LATCH (TACK

WELD TO

FRAME)

TOP RAIL RAIL END

POST CAP

(TACK WELD

TO POST)

2"CLR.

RAIL END

TOP RAIL

TRUSS

ROD

HOOK ROD

END

FIRST LINE

POST

RAIL END

TOP RAIL

POST CAP (TACK

WELD TO POST)

DETAIL "A"

2"N.D.(3.65 LB/FT)

END, INTERMEDIATE,

GATE AND CORNER

POSTS

1/2" CONC.

CROWN

(TROWEL

FINISHED)

(Rd.)

2" FABRIC

CLR.

TRUSS

TIGHTENER

TENSION BAND

TENSION BAR

NO. 7 GA. TENSION

WIRE CONT. W/HOG

RINGS @ 12" O.C.

CHAIN LINK

FABRIC NO. 9

GA. 2" MESH

KNUCKLED

FABRIC

TOP

POST CAP (TACK

WELD TO POST)

RAIL END

1-1/4" N.D.

(2.27 LB/FT)

TOP RAIL

CONT.

3/8" DIA. THREADED TRUSS ROD

W/ ATTACHMENTS @ ENDS,

INTERMEDIATE, GATE AND

CORNER POSTS

10'-0" O.C. MAX. ADDITIONAL FENCING

AS REQUIRED

EYE TOP CAP AT

LINE POST, TYP.

SEE DETAIL "A"

BELOW FOR FIRST

LINE POST

1-1/2" N.D.

(2.72 LB/FT)

LINE POST

1/2" CONC. CROWN

(TROWEL FINISHED)

FINISHED GRADE

SYMMETRICAL ABOUT C

AT END, INTERMEDIATE,

GATE AND CORNER

POSTS

L

4' HIGH x 4' GATE E3

NOT TO SCALE

LOCKING DEVICE J18

NOT TO SCALE

4' HIGH x 12' WIDE DOUBLE

SWING SERVICE GATE N18

NOT TO SCALE

C-502

TIE WIRE FASTENING J13

NOT TO SCALE C-502

12 GAUGE GALVANIZED

STEEL WIRE TIES AT

2'-0" O.C.

TOP RAIL

1 5/8" O.D.

PIPE

1/4" x 3/4" STRETCHER

BAND AT 1'-3" O.C.

2 7/8" O.D. PIPE

KNUCKLED FABRIC

BOTTOM

END CAP

1.66" O.D. PIPE BRACE

TWISTED AND BARBED SELVAGE

GALVANIZED STEEL WIRE TIES AT 1'-3"

O.C. HORIZONTAL AND VERTICAL

2" MESH, 9 GAGE CHAIN

LINK FABRIC

2 3/8" O.D. PIPE

3' -4

4"

3' -0

4" 3' -0

4"

8' -0

" H

EI

G H

T

2" M

AX

C

LR

10'-0" MAXIMUM 10'-0" MAXIMUM

NOTES:

1. POSTS AND BRACES SHALL BE SCHEDULE

40 (STANDARD WEIGHT) SIZES SPECIFIED

ARE OUTSIDE DIAMETER.

2. ALL FENCING MATERIAL SHALL BE HOT DIP

GALVANIZED STEEL.

3. TOP RAIL COUPLINGS SHALL BE LOCATED

WITHIN 6 INCHES OF LINE POSTS.

4. TOP OF CONCRETE FOOTING SHALL BE

CROWNED 1/2 INCH TO SHED WATER.

1/ 2"

T

YP

END CAP

1/4" x 3/4"

STRETCHER BAR

1'-0"

DIAMETER

1'-0"

DIAMETER

1'-0"

DIAMETER

4' -0

END/CORNER POST FIRST LINE POST TYPICAL LINE POST

8' HIGH CHAINLINK FENCE C17

NOT TO SCALE C-502C-502

C-502

C-502

C-502

C-502

KNUCKLED

FABRIC

TOP

UNDISTURBED

MATERIAL

FINISH GRADE

3'

-0

3"

12"

DIA.

6'-0"

8' -0

FITTINGS AS

SHOWN ON

END POST

DETAIL

1"x1/4" GATE STOP

TOP AND BOTTOM

3/8" ɸ ROD WITH

TURNBUCKLE

3.5" O.D. PIPE

(7.58 LB./FT.)

1/4"x3/4" STRETCHER BAR

WITH STRETCHER BAR

BAND AT 14" O.C. MAX.

1.90" O.D. PIPE

GATE FRAME AND

BRACE (2.72 LB/FT)

12 GAUGE GALV. STEEL

WIRE TIES @ 16" O.C.

8' HIGH DOUBLE SWING GATE C17

NOT TO SCALE C-502

NOTES:

1. ALL FENCING MATERIAL INCLUDING GATE HARDWARE SHALL BE GALVANIZED STEEL.

2. POSTS, BRACES, AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD WEIGHT) PIPE. SIZES

SPECIFIED ARE OUTSIDE DIAMETER.

3. GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER BAR, 1 LOCK KEEPER, 1 LOCK KEEPER

GUIDE, 2 LATCH FORKS, 2 FORK CATCHES, 1 CATCH FOR PLUNGER BAR, AND 2 GATE STOPS.

4. CORNER FITTINGS FOR GATE FRAMES MAY BE USED IN LIEU OF WELDING.

5. GATE SHALL HAVE KNUCKLED SELVAGE TOP AND BOTTOM.

6. TOP OF CONCRETE FOOTING SHALL BE CROWNED TO SHED WATER.

KNUCKLED

FABRIC TOP

KNUCKLED

FABRIC BOTTOM

2" MESH, 9

GAUGE CHAIN

LINK FABRIC

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS

KNUCKLED

FABRIC

BOTTOM

3"1'-0"

(Rd.)

3' -0

NO. 7 GA. TENSION

WIRE CONT. W/HOG

RINGS @ 12" O.C.

CONC. FOOTING

STRUCTURAL CONC.

PER PROJECT

SPECIFICATIONS,

TYP.

3/8" ɸ ROD WITH

TURNBUCKLE

1" N.D. (1.68 LB/FT) PIPE

PLUNGER ROD W/ CAP

PLUNGER GUIDE

(WELD TO FRAME)

2"N.D. (2.375 LB/FT)

PIPE FOR PLUNGER

ROD KEEPER, FULL

DEPTH OF CONC.

FOOTING. FOOTING TO

BE STRUCTURAL

CONC. PER PROJECT

SPECIFICATIONS

8"

(RD.)

CS102,

CS103

CS102,

CS103

CS103 CS103

C-502

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

A

HAW II

HM.

AN

Y RA

R

K. C

EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

IG

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SHEET ID

US Army Corps of Engineers

U .S

. A R

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C O

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EN

G

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9\

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12-INCH VALVE BOX FRAME AND COVER G3

SCALE: NOT TO SCALE

BENDS AND TEES

SECTION X-X

PLAN AND ELEVATION - PLUGPLAN - BENDS

NOTE:

ALL THRUST BLOCK SHALL

BE CAST AGAINST A SOLID

TRENCH WALL

18" MIN. C = PIPE SIZE

+ 4"

C S

Q

45°

6"

MIN.

6"

MIN.

CONCRETE THRUST BLOCK DETAILS D11

SCALE: NOT TO SCALE

T RW

A E

NOTE

CAST "WATER" IN 1/8"

RAISED LETTERS

3/4" SQ. HOLE

1/8

1-3/4"

1/2"

1/ 8" 3/4"1" 1"

R=1"

3"

1-3/4"1-3/4"

3/4"3/4"

1"1" 10"

1" 2"

8"

1/ 8"

5 5/8"

10 1/4"

3/4" 1/2"

12" 12 1/4" 13 3/4"

14"

ALL CASTINGS SHALL BE MADE

ACCURATELY TO THE DIMENSIONS

SHOWN. SEAT AND COVER SHALL BE

MACHINED, NOT GROUND TO SECURE

FLAT AND TRUE SURFACES. THE COVER

SHALL NOT RATTLE IN ANY POSITION.

15-1/2"

SECTION

PLAN

A. SOFT CLAY; FINE LOOSE SAND.................................................................500 LBS. PER SQ. FT.

B. SAND & CLAY; MIXED OR IN LAYERS; FINE CONFINED SAND.............1000 LBS. PER SQ. FT.

C. HARD DRY CLAY........................................................................................1500 LBS. PER SQ. FT.

D. COARSE SAND...........................................................................................2000 LBS. PER SQ. FT.

E. GRAVEL.......................................................................................................3000 LBS. PER SQ. FT.

F. SOFT ROCK.................................................................................................4000 LBS. PER SQ. FT.

G. HARDPAN....................................................................................................5000 LBS. PER SQ. FT.

*TYPE OF SOIL CONDITION LATERAL BEARING PRESSURE

NOTE:

ACTUAL FIELD CONDITIONS AND SOIL TYPE SHALL BE VERIFIED IN THE FIELD. THE SCHEDULE, DIMENSIONS AND DETAILS AS SHOWN ARE PROVIDED AS A GUIDE ONLY. THE CONTRACTOR OR ENGINEER WHO PREPARED THE PLANS SHALL SUBMIT THE FINAL DESIGN AND DETAILS TO THE MANAGER FOR REVIEW AND APPROVAL AFTER FIELD VERIFICATION AND PRIOR TO INSTALLATION. FOR OAHU ONLY, THE DEPARTMENT WILL FURNISH THE FINAL DESIGN AND DETAILS FOR PROJECTS AWARDED BY THE MANAGER.

PLAN - TEES

A

A/2 A/2

C

B 4"

3"

6"

CLEARANCE REQUIRED TO PROVIDE

SUFFICIENT WORKING SPACE FOR

REMOVAL OF MECHANICAL JOINT BOLTS.

HANGERS

"X" BARS

D

BEND

SLOPE

#4 TIES,

8" O.C.

HANGERS

3"

#4 12" OC, EW

"X" BARS

VARIES

VA

RI

ES

#4 12" OC,

EW

14"

A

CONCRETE BLOCK

PRESSURE 150-250 PSI

TOP VERTICAL THRUST BLOCK SCHEDULE

12"

6"

8"

4"

SIZE

PIPE

"X" BAR

B DC

NOTE:

1. ACTUAL FIELD CONDITIONS SHALL BE VERIFIED IN

THE FIELD. THE SCHEDULE, DIMENSIONS AND

DETAILS AS SHOWN ARE PROVIDED AS A GUIDE

ONLY. THE CONTRACTOR SHALL SUBMIT THE FINAL

DESIGN AND DETAILS TO THE OFFICER IN CHARGE

FOR REVIEW AND APPROVAL AFTER FIELD

VERIFICATION AND PRIOR TO INSTALLATION.

2. SCHEDULE IS NOT APPLICABLE TO BLOCKS FULLY

OR PARTLY SUBMERGED IN WATER.

3. SAFETY FACTOR 1.5 BASED ON PIPE LOCATION

MINIMUM 2' BELOW GROUND.

4. MINIMUN 2" COVER OVER ALL REINFORCEMENT.

X

X

X

X

TOP VERTICAL CONCRETE

BLOCK DETAILS D18

SCALE: NOT TO SCALE

SECTION X-X

NOTE:

ALL THRUST BLOCK SHALL BE CAST

AGAINST A SOLID TRENCH WALL

X

X

ELEVATION

HANGERBEND

8"

R=1 1/

2"

6'-3" 5'-6"

6'-6"

5'-3"1/32

1/4 1/8 1/16

6'-6"

4'-0" 5'-6"

2'-6"4'-3" 3'-9"

5'-9" 4'-6"

7'-0" 2'-9" 3'-6"

7'-0"

2'-6" 3'-9"

4'-6" 5'-0"

2'-3"

5'-3" 3'-0"

5'-9" 3'-6"

5'-3"

3'-9"1/16

1/8 1/16 1/32

1/4 1/32

1/32

1/8 1/4

1/8 1/16

2'-6"2'-6"3'-3"

5'-3" 2'-6"

2'-6" 2'-6" 4'-0"2'-3"4'-9"

3'-6" 2'-9"

2'-6" 2'-6"

2'-3" 5'-0"

2'-0" 5'-0"

2'-6" 2'-6"

3'-0" 4'-6" 2'-6"1'-3"1'-6"

4'-3" 3'-9"

4'-3" 1'-6"

3'-0" 2'-3"

1'-6" 1'-9"

1/4 4'-6" 4'-0" 4'-0" 2'-6"

(2)#4 (2)#5 (2)#7 (3)#7

(2)#4

(2)#7 (2)#5

(2)#7

(2)#4

(2)#3

(2)#5

(2)#3 (2)#4

(2)#6 (2)#3

(2)#3

(2)#4 (2)#5

(2)#3 (2)#3

(2)#4

(2)#3

(2)#5 (2)#4 (2)#3

(2)#3 (2)#6

(2)#3 (2)#5 (2)#4

(2)#3 (2)#3

SELECT BORROW

OR CLSM BACKFILL

SEE NOTE 2 18

" M

IN

. C O

VE

R

6" 6"

WATER PIPE

UNDISTURBED

EARTH

U

TI

LI

TY

BE

D

D

IN

G M

AT

ER

IA

L

OD+12"

S4C CONFORMING TO

THE REQUIREMENTS

OF ASTM C33

NOTES:

1. ALL WATER MAINS 4" AND LARGER, SHALL HAVE ELECTRONIC MARKERS. SEE

DETAIL SHT. C-504.

2. CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS PRESENTED IN THE

"POLICY MEMORANDUM ON CONTROLLED LOW STRENGTH MATERIAL (CLSM) OR

NUCLEAR DENSITY GAUGE TESTING ON BACKFILL MATERIAL", DATED JUNE 6, 2016.

UNPAVED AREA WALKWAY/PAVED AREAS

0.12'

2' -6

/4

"J

2'-0"

1" 15 1/4"

FOR METERS

IN DIRT AREAS

INSTALL 4"

THK. x 12"

WIDE CONC.

SLAB ALL

AROUND.

1" OPENING AROUND PIPE TO

BE PACKED W/ 1" CLOSED CELL

NEOPRENE STRIP.

24" x 42"

C.I. FRAME &

COVER

INVERT

DIA. DRAINHOLES

TEMPORARY BLIND SPLICE,

SEE DETAIL BELOW

CONC. FLOOR SLAB

REINF. W/#4@12" EW

INSERT FLANGED

FILLER PIECE

WHEN REQUIRED

C.I. FL. 90° RED.

ELBOW

C.I. FL. 90° ELBOW

CONC.

ELBOW, CU. TO N.P.T.I.

BRASS PIPE, CUT TO

FIT BALL STOP

(SEE NOTE 1)

REDUCING

COMPANION

FLANGE

GALV. PIPE CUT AND

THREAD BOTH ENDS

WELD ROUND PLATE

AT END OF PIPE AND

SEAL

DRILL 1/4"

AIR HOLE

6" M

IN

SECTION "X-X"

DETAIL OF TEMPORARY BLIND SPLICE

SEE DETAIL

2'

/4

6"

BALL CORP.

UNION, COPPER TO N.P.T.I.

MATERIALS FOR TESTING AS REQUIRED

1-BLIND FLANGE WITH CLEANOUT OR

1-BLIND SPLICE

NEW PIPE PER PLAN

ELBOW, COPPER TO

COPPER

3'-6"

FLANGED

SPIGOT PIPE

7'-2"

2'-0" 19"

MIN.

COMP.

MTR.

CONC. BLOCK

F.L. 1/4 BENDS

2' -0

2'

-0

4' -0

F.L. x BE PIPE

24" LONG

3"

GATE VALVE

& VALVE BOX

24" MIN.

DOUBLE HUB TEE

3"

UNION, COPPER TO

N.P.T.I.

C OF WATERMAIN BALL CORP.

2" COPPER BY-PASS

CONC. BLOCK

TEE

FLANGED COUPLING

ADAPTER

GATE VALVE & VALVE BOX

BALL STOP

NIPPLE AS REQ'D.

SLEEVE

MATERIALS FOR TESTING AS REQUIRED

1-SLEEVE

1-CAP WITH CLEANOUT

8-L.F. CONNECTING PIPE

X

COMPOUND METER DETAIL M16

SCALE: NOT TO SCALE

M9 C-503C-503

2" COPPER BY-PASS

CONC. BLK.

BOTTOM ELBOW

BALL STOP

NOTE:

1. LOCATE BY-PASS BALL STOPS IN METER

BOX WITH ENOUGH SPACE BETWEEN

METER AND WALL FOR TEMPORARY

BY-PASS STANDPIPE TO BE HOOKED UP.

WATER TRENCH DETAIL N3

SCALE: NOT TO SCALE C-503

L

CU101,

CU102

C

IV

IL

D

ET

AI

LS

METER BOX DETAIL M9

NOT TO SCALE C-503

METER BOX COVER 4-#4 TYP.

#4 @ 12"

@ METER BOX

ALL AROUND)

COVER (TYP.

7'-2"

4' -0

COVER

METER BOX

3/4"

1/

2"

CL

R.

(T

YP

#4 AT 12"

E.W.

METER BOX

COVER

2' -9

/4

SEE DETAIL "A"

8"

7'-2"

8" 6"

POCKET

FOR

FRAME

GROUT (EPOXY

MORTAR)

(2) #4 TOP

NOTE:

DESIGN IS BASED ON: 250 PSF LIVE LOAD; 0 SURCHARGE;

60 PCF/FT AT REST PRESSURE; AND WATER TABLE

BELOW BOTTOM SLAB, PER AASHTO LRFD BRIDGE

DESIGN SPECIFICATIONS (1998). NON-TRAFFIC TYPE.

#5 AT 10" EW

1'-6"

3" CLR

2-1/2"

CLR

ADD 1-#4 BAR

4-#4 TYP ALL

AROUND

#4 AT 12" AT

METER BOX

COVER, TYP

PRECAST,

CAST-IN-PLACE

WALL

FRAME

CHAMFER 30# ROOFING PAPER

BOND BREAKER

PLAN

DETAIL "A"

TYPICAL SECTION

4" DIA. DRAIN

HOLES (2 REQ'D)

ALL AROUND

MINIMUM BEARING AREAS (SQ. FT.) FOR HORIZONTAL THRUST BLOCKS

PRESSURE 250 PSI

TYPE OF SOIL CONDITION TYPE OF SOIL CONDITION TYPE OF SOIL CONDITION

PRESSURE 200 PSI PRESSURE 150 PSIPIPE

SIZE

BEND

4"

6"

8"

12"

A B C D E F G GFEDCBA GFEDCBA

1/4 1/8

1/16 1/32

1/4 1/8

1/16 1/32

1/4 1/8

1/16 1/32

1/4 1/8

1/16 1/32

6.5 3.5 2.0 1.5 1.0 1.0 1.0

9.0 4.5 3.0 2.5 5.0

1.01.0 1.01.01.0 1.01.01.01.01.0 1.01.01.01.01.01.0

1.5 1.51.5

1.5 1.5

1.5

1.5

2.5 2.5

1.0 1.01.01.0

1.0 1.0 1.0 1.0 1.0

1.01.0

1.0 1.01.01.51.5 1.5

1.5 1.5

2.0 2.0

2.0 2.0

2.0

2.5 2.5

2.5

2.5 2.5

2.5

3.5 3.5

3.5

3.5

3.5

5.0 5.0

5.0 5.0

5.0

14.0 7.0

20.0 10.0

11.0 5.5 3.0

25.0 12.5 8.5 6.5 4.0 3.0

35.0 18.0 12.0 9.0 6.0 4.5

9.5

7.0

3.0

3.0

5.5 3.0

20.0 6.5 10.0

56.5 28.5 19.0 14.0

80.0 40.0 26.5 13.5

43.5 21.5 14.5 11.0

22.0 7.5 11.5

45.5 64.0 35.0 17.5 9.0

22.5 32.0 17.5

15.0 21.5 11.5 6.0

16.0 8.0

9.5 7.0

7.0

5.5

5.5 5.5

5.5

5.5

20.0 10.0 8.0

4.5

4.5

4.5 4.5

4.5 11.0

11.0

3.5 3.5

3.0 3.0

3.0 3.0

2.5 2.5

2.54.0 2.0

2.0

1.5 1.51.0 1.0 1.0

9.0

9.0 6.0

6.5

11.5 7.5

1.01.01.0 1.51.52.0

2.02.5

2.5

3.5 3.5

3.5

3.5

4.5 4.5

4.5 6.08.0

6.5 6.5

5.511.534.0 17.0 8.5

48.0 24.0 16.0 12.0 5.0

26.0 13.0 8.5

7.0 13.0

USE FIGURES

UNDER 250 PSI

TEES, CAPS

TEES, CAPS

TEES, CAPS

TEES, CAPS

PLAN VIEW

DEFLECTION

(HORIZ.)

BEND

(HORIZ.) VALVE,

TYP.

' M

AX

10'

END OF

MAIN

NOTES:

1. INSTALL ELECTRONIC MARKER OVER CENTER LINE OF PIPE AT A MINIMUM

DEPTH OF 2 FEET AND A MAXIMUM DEPTH OF 3 FEET FROM FINISH GRADE.

2. INSTALL ELECTRONIC MARKER WITH A MINIMUM VERTICAL CLEARANCE OF

6-INCHES, WHERE POSSIBLE, ABOVE WATER PIPE.

REINFORCED

CONCRETE

JACKET

ELECTRONIC

MARKER, TYP.

(HORIZ.)

ELECTRONIC MARKER C3

SCALE: NOT TO SCALE

HALF SCALE

CL

12"

MIN.

EXIST. BASE

COURSE TO

REMAIN

NEW BASE COURSE

M3

C-503C-501

SEE DET.

L18 C-503C-501

AND

C-503

C-503C-503 C-503 C-503

C-503

CU101,

CU102

CU101,

CU102

CU101,

CU102

CU101,

CU102

CU102

C-503

U, .

No. 15480-C

ENGINEER

PROFESSIONAL

LICENSED

S A.

A

HAW II

HM.

AN

Y RA

R

K. C

EXPIRATION DATE OF THE LICENSE 4/30/2024

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

IG

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps of Engineers

U .S

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C O

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AR

/1

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AN

SI

D

AIR RELIEF VALVE AND VALVE BOX D7

SCALE: NOT TO SCALE C-504

8 9

3 2

VA

RI

ES

S

EE

P

RO

FI

LE

D

RA

W

IN

G

S

SCHEDULE

3/4" AIR RELIEF VALVE

3/4" x 2" NIPPLE (BRASS)

3/4" UNION

3/4" ELBOW (BRONZE)

3/4" NIPPLE (BRASS)

3/4" 3-WAY BALL STOP COCK

3/4" BRASS PIPE CUT TO FIT

1/2" x 3/4" CORPORATION STOP

3/4" BRASS COUPLING

6"4"

1"

24" STANDARD MANHOLE

FRAME AND COVER

CENTERED ON STANDPIPE

4' x 4' SQUARE

CONCRETE SLAB

CENTERED ON

MANHOLE

FRAME

#13 BARS

AS SHOWN 4 - #13

DIAGONAL

BARS

1'-4" I.D. STANDPIPE,

MANHOLE COVER SHALL

BE CENTERED OVER

STANDPIPE

MORTAR

BRICK

BRICKS

WATER LINE

FINISH GRADE

C

IV

IL

D

ET

AI

LS

BACKFLOW PREVENTER

CU102

J10

NOT TO SCALE C-504

SIZE (INCHES) H (INCHES)

3/4 TO 1-1/2

2 TO 3

4 TO 6

8 TO 10

H

CL

FINISH GRADE

OR FLOOR

PROPERTY

VALVE

TO CUSTOMER'S

EQUIPMENT

RP OR DC BACKFLOW

PREVENTION

ASSEMBLY

SE

E

TA

BL

E

5.

6.

THE BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED AFTER THE WATER METER

PRIOR TO ANY TEES AND BRANCHES.

WHENEVER BACKFLOW PREVENTION ASSEMBLY IS LOCATED 5' OR MORE FROM THE…