BLDG 90140 Sewer Line Drawings-FINAL.pdf

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STALLION RANGE CENTER

SMR

HELSTF

17 9

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

PROJECT LOCATION

MAP

SHEET INDEX

SHEET DESCRIPTION

GENERAL

01 COVER SHEET

02 GENERAL NOTES AND LEGEND

CIVIL

03 PROJECT OVERALL LAYOUT

BLDG 90140 SEWER LINE

Mon, 24-Feb-2025 - 11:18:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\Bldg 90140 Sewer Line\Plans\Drawings\01-COVER SHEET.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

01 05SHEET OF

G1 01

REVISIONS

BLDG 90140 SEWER LINE

J.SILVA J.SILVA

XX

D. GARCIA

J.NUNEZ

R. LOPEZ

December 6, 2023 NTS

COVER SHEET

PROJECT LOCATION

NIKE AVE (P RT 2)

04 PLAN AND PROFILE

05 CONSTRUCTION DETAILS

BLDG 90140

JA

R

ILLA

M

O U

N

TA

IN

S

OROGRANDE R.C.

S R T 2

VICINITY MAP

MWR063533P

ISSUED FOR

CONSTRUCTIO

N

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

W WATER VALVE

SIGNAGE

SS SANITARY SEWER MANHOLE

CO

SS

SANITARY SEWER CLEANOUT

NATURAL GAS VALVE

ELECTRICAL POLE

ELECTRICAL ANCHOR/GUY WIRE

Legend Existing Features New Project Features

FH FIRE HYDRANT

G NATURAL GAS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

ROADWAY EDGE OF ASPHALT

ROADWAY EDGE OF GRAVEL

EDGE OF BUILDING

EXISTING SPOT INDENTIFICATION

POTABLE WATER LINE

PROPOSED SPOT INDENTIFICATION

FF=FINISHED FLOOR

FG=FINISHED GRADE

FL=FLOW LINE

TC=TOP OF CONCRETE

TS=TOP OF SIDEWALK

NEW DIRECTION OF FLOW

NEW ASPHALT PAVING

NEW RIP RAP

NEW CONCRETE

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

02 05SHEET OF

G2 02

REVISIONS

BLDG 90140 SEWER LINE

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

December 6, 2023 NTS

GENERAL NOTES AND LEGEND

GENERAL CONSTRUCTION NOTES

XX

XX

ISSUED FOR

CONSTRUCTIO

N

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION PLANS, SPECIFICATIONS AND THE LATEST EDITION OF THE NEW MEXICO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS PREPARED BY THE NEW MEXICO CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION , IN THAT ORDER OF PRECEDENCE AT THE TIME OF CONSTRUCTION BID. 2. THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONSTRUCTION. ANY DAMAGE TO AREAS OUTSIDE OF THE AREA OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST . 4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION, EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO WSTC RO-IM TO IDENTIFY ANY COMMUNICATION CABLES WITHIN THE CONSTRUCTION AREA. SUBMITTAL OF REQUEST MUST BE COORDINATED WITH DANNY APODACA AT (575) 678-3901 OR (575) 312-2501. 6. ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE CONDITIONS EXISTING IN THE FIELD AT THE TIME OF CONSTRUCTION SHOULD BE REPORTED TO THE ENGINEER AS SOON AS POSSIBLE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION SIGNS, BARRICADES, ETC. UNTIL COMPLETION OF CONTRACT AND SHALL HAVE PERSONNEL AVAILABLE AT ALL TIMES UNTIL THE PROJECT IS COMPLETE TO REPAIR OR REPLACE SIGNS, BARRICADES, ETC. 8. THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING AREA FOR STORAGE OF ALL EQUIPMENT AND MATERIALS. WSMR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR CONTRACTOR'S EQUIPMENT AND MATERIAL IN THE STAGING AREA. 9. WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION. 10. DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. DISPOSAL ITEMS SHALL BE DISPOSED OF AT AN OFF SITE PERMITTED SOLID WASTE FACILITY AND IN ACCORDANCE WITH THE PROJECT STATEMENT OF WORK SECTION 2.6.3. 11. PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS OTHER SPECIES OF WILDLIFE IN THE AREA THAT COULD CAUSE HARM IF ENCOUNTERED OR DISTURBED. REPORT ANY NUISANCE, INJURED, OR DEAD WILDLIFE DISCOVERED AT PROJECT SITE IMMEDIATELY. DO NOT HARASS, COLLECT, POSSESS, HARM, OR DESTROY WILDLIFE OR THEIR HABITAT. DO NOT PROVIDE WATER OR FEED WILDLIFE. DO NOT LEAVE UNEATEN FOOD AT BUILDINGS AND IN THE FIELD, TO PREVENT ATTRACTING WILDLIFE.CONTACT DPW ENVIRONMENTAL DIVISION - FOR ASSISTANCE WITH WILDLIFE AT (575) 678-2225. 12. MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH THROUGH 31 AUGUST. ANY GROUND DISTURBANCE OR WORK THAT HAS THE POTENTIAL TO REMOVE AN ACTIVE NEST NEEDS TO BE SURVEYED. AREA WILL BE SURVEYED FOR NESTING MIGRATORY BIRDS BY PEOPLE WHO HAVE BEEN DETERMINED TO BE QUALIFIED BY PW ENVIRONMENTAL WITHIN 24 HOURS PRIOR TO START OF WORK. FOR ANY ACTIVE NEST FOUND WITH EGGS OR NESTLINGS, THE AREA OF THE NEST WILL BE AVOIDED BY WORKERS UNTIL IAW PW ENVIRONMENTAL GIVES INSTRUCTIONS. 13. IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED ON OR BELOW THE SOIL SURFACE, STOP ALL ACTIVITIES AND CONTACT PWE AT 575-678-2225 IMMEDIATELY TO PROVIDE INFORMATION ON LOCATION. IF HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP AND SHALL RESUME THIRTY (30) DAYS AFTER CONFIRMATION THAT PROPER NOTIFICATIONS HAVE BEEN MADE BY PW ENVIRONMENTAL. 14. ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE KEPT OPEN AT ALL TIMES. ANY ACCESS CLOSURE MUST BE SCHEDULED AT LEAST 1 WEEK IN ADVANCE AND APPROVED BY THE COR. 15. EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. THE WORK SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION OF THE REPAIRS. REPAIRS MUST BE ACCEPTED BY THE COR PRIOR TO FINAL PAYMENT. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS FOR DUST CONTROL DURING ALL ACTIVITIES ASSOCIATED WITH THIS CONSTRUCTION. THE COST FOR REQUIRED CONSTRUCTION DUST CONTROL MEASURES SHALL BE INCIDENTAL TO THE PROJECT. 17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM TRASH ON A DAILY BASIS, AND ALL MATERIALS WILL BE NEATLY ORGANIZED. TRASH AND/OR NON-USED MATERIALS SHALL NOT BE BURIED ON SITE. 18. CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH NORMAL ACTIVITIES OF BUILDING OCCUPANTS ON SITE. 19. MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF RECORD DRAWINGS FOR THE PROJECT. THESE PLANS SHALL BE UPDATED CONTINUOUSLY AND SHALL BE SUBJECT TO REVIEW BY THE COR FOR COMPLETENESS. CONTRACTOR SHALL SUBMIT ACCURATE, DETAILED AND COMPLETE "AS-BUILT" RECORD DRAWINGS OF THE FINAL CONSTRUCTION TO WSMR UPON COMPLETION OF THE WORK. RECORD DRAWINGS SHALL INCLUDE EXISTING SITE FEATURES NOT IDENTIFIED IN THE ORIGINAL DRAWINGS IF ENCOUNTERED. 20. WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT DESIGNATED FILLING STATIONS AS WELL AS FIRE HYDRANTS DEPENDING ON PROXIMITY TO THE PROJECT SITE. WHEN CONNECTING TO A HYDRANT THE CONTRACTOR MUST INSTALL A BACK FLOW PREVENTION DEVICE THAT IS APPROVED BY THE WSMR WATER PLANT MANAGER. THE CONTRACTOR SHALL PROVIDE THE BACKFLOW PREVENTOR AND NECESSARY PIPING TO GET WATER FROM A CONNECTION. THE COST OF THE BACKFLOW PREVENTOR, CONNECTIONS, AND PIPING TO MAKE THE CONNECTION SHALL BE INCIDENTAL TO THE PROJECT. 21. ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON PLANS SHALL BE RETURNED TO THE SURFACING AND GRADE EXISTING PRIOR TO CONSTRUCTION. 22. RIM ELEVATIONS SHOWN ARE APPROXIMATE, IT IS THE INTENT OF RIM ELEVATIONS SHOWN ARE APPROXIMATE, IT IS THE INTENT OF THESE DRAINS THAT ALL EXISTING GROUND ELEVATIONS AND PIPE INVERTS SHALL BE FIELD VERIFIED TO CONFIRM ACCURACY OF THE PLANS.

SS

SS

SS

W

G

W

W

W

W

W

W

W

FH

FH

FH

FH

FH

SS

SS

SS

W

G

W

W

W

W

W

W

W

FH

FH

FH

FH

FH

0+00

1+00

1+

BP 0+00.00

PI 1+40.59

PI

1+

.85

EP

1+

.00

90133

90121

90140

STAGING AREA

EXISTING SEWER

MANHOLE

EXISTING SEWER

MANHOLE

EXISTING SEWER

PIPELINE

EXISTING CHAINLINK

FENCE

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

NEW SEWER

MANHOLE

NEW 6" SEWER

SERVICE PIPELINE

EXISTING GAS

VALVE

EXISTING WATER

VALVE

Mon, 24-Feb-2025 - 12:10:pm, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\Bldg 90140 Sewer Line\Plans\Drawings\03-PROJECT OVERALL LAYOUT.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

03 05SHEET OF

C1 03

REVISIONS

BLDG 90140 SEWER LINE

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

December 6, 2023 NTS

PROJECT OVERALL LAYOUT

1"=30'

30 15 0 30

ISSUED FOR

CONSTRUCTIO

N

BLDG 90140

FF=0.0'

EXISTING 8" PVC

SEWER LINE

0+

1+

1+75

BP

0+

.00

PI

1+

.59

PI 1+

60.

EP 1+75.00

STA. 0+00

INSTALL 4' DIA. MANHOLE PER

DETAIL 05 DWG C3. TIE TO

EXISTING 8" PVC SEWER LINE.

NEW 6" SDR 35

PVC SEWER LINE

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK PER

DETAIL 02 DWG C3.

INSTALL CLEAN OUT PER

DETAIL 03 DWG C3.

EXISTING STORAGE BUILDING

TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION.

EXISTING CHAINLINK FENCE

TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION.

.50

'17.00'

5.0 0'

5.00'

5.0 0'

STA 0+70.00

INSTALL CLEAN OUT PER

DETAIL 04 DWG C3

STA 1+60.85

INSTALL 6" 45° SDR35 PVC

PRE-FABRICATED BEND

STA 1+67.00

INSTALL 6" SDR35 PVC CAP

APPROXIMATELY 1' FROM FACE

OF BUILDING FOUNDATION

-10

-5

-10

-5

-0+25 0+00 1+00 2+00

BUILD 4' DIA. SAS MH

INV IN = -5.53' (S)

INV OUT = -5.70 (W)

TIE TO EXISTING

8" PVC CONFIRM

INVERT ELEVATION

APPROXIMATE EXISTING GRADE

EXISTING BUILDING FINISHED

FLOOR (FF). TOP OF FF TO BE

TAKEN AS BASIS OF ELEVATION.

TOP FF = 0.0'

INSTALL 138.59 LF 6" SAS

@ S=-1.50% (140.59 LF)

Q = CFS, V = FPS

INSTALL 20.26 LF 6" SAS

@ S=-1.50% (20.26 LF)

Q = CFS, V = FPS

INSTALL 6.17 LF 6" SAS

@ S=-1.50% (6.17 LF)

Q = CFS, V = FPS

STA. 1+67

INSTALL 6" PVC CAP

Mon, 24-Feb-2025 - 11:28:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\Bldg 90140 Sewer Line\Plans\Drawings\04-PLAN AND PROFILE.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

04 05SHEET OF

C2 04

REVISIONS

BLDG 90140 SEWER LINE

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 25, 2024 NTS

PLAN AND PROFILE

10 5 0 10

1"=10'

GENERAL SHEET NOTES

ISSUED FOR

CONSTRUCTIO

N

1. BUILDING 90140 FINISHED FLOOR ELEVATION IS THE DESIGN BUILDING 90140 FINISHED FLOOR ELEVATION IS THE DESIGN REFERENCE ELEVATION FOR THIS PROJECT AND HAS BEEN DESIGNATED AN ELEVATION OF 0.0'. ALL ELEVATIONS AND INVERTS MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER. 2. MINIMUM SLOPE OF THE 6" SEWER SERVICE LINE SHALL BE 1 MINIMUM SLOPE OF THE 6" SEWER SERVICE LINE SHALL BE 1 PERCENT. THERE SHALL BE A MINIMUM DROP OF 0.1' IN THE DIRECTION OF FLOW ACROSS THE MANHOLE. 3. NEWLY PROPOSED SEWER SERVICE ALIGNMENT IS WITHIN AN AREA NEWLY PROPOSED SEWER SERVICE ALIGNMENT IS WITHIN AN AREA COVERED WITH " GRAVEL SURFACING. GRAVEL SURFACING SHALL 34" GRAVEL SURFACING. GRAVEL SURFACING SHALL BE DISPLACED TO A ADEQUATE DISTANCE FROM TRENCHING OPERATIONS AS TO NOT BE CONTAMINATED WITH TRENCH SPOILS AT ANY POINT DURING CONSTRUCTION. GRAVEL SURFACING SHALL BE SALVAGED AND REPLACED AFTER CONSTRUCTION OF THE NEW PIPE LINE TO EXISTING CONDITION AS APPROVED BY THE COR. NO ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR TO RESTORE GRAVEL SURFACING TO ITS ORIGINAL CONDITION.

Mon, 24-Feb-2025 - 11:29:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\Bldg 90140 Sewer Line\Plans\Drawings\05-CONSTRUCTION DETAILS.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

05 05SHEET OF

C3 05

REVISIONS

BLDG 90140 SEWER LINE

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

December 6, 2023 NTS

CONSTRUCTION DETAILS

02 CONCRETE SIDEWALK

NTS

COMPACTED SUBGRADE

NOTE: EXPANSION & CONTROL JOINTS SHALL BE PER STD DETAILS & SPECIFICATIONS

4"

WIDTH VARIES

SEE PLAN

SEE GRADING PLAN FOR SLOPE DIR.

1'-6"

MIN.

1'-2"

MIN.

VA

RI

AB

LE

CO

NE

8" M

IN

1"2'-11"

3" C

LE

ARCI

RC

UL

AR

O

R

SQ

UA

RE

CO

NC

RE

TE

FO

UN

DA

TIO

N

4" MI

N.

8" PREPARED SUBGRADE

COMPACTED TO 90% ASTM D-1557

#4 BAR @ 8" O.C. EACH WAY

4'-0"

8"

CONC. COLLAR W/ 3-#4

REBAR REINF. RINGS

NORMAL INSTALLATION

IN PAVED AREAS

CONC. COLLAR W/ 3-#4

REBAR REINF. RINGS

COMPACTED FILL

MASTIC SEAL @ ALL JOINTS

6" MIN. PRECAST MANHOLE

BARRELS

CONCRETE CHANNEL SLOPES

SHALL START AT A LINE EQUAL TO

THE TOP OF SEWER PIPE THEN

SLOPE UP TO WALLS @ 1";12"

PRECAST CONCENTRIC CONCRETE CONE

FOUNDATION MAY BE DIRT FORMED

PROVIDED SIZES ARE THE DIMENSIONS

SHOWN AND SIDEWALLS ARE VERTICAL

05 STANDARD CONCENTRIC CONE MANHOLE DETAIL

NTS

5 1 /4"

6"

3 7/8" 3 7/8"1'-10 1/4" 2'-6"

3/4

1/2"1/2" 1'-11 1/4"

1-1 3/1

6"

3/4 "1'-11 1/4"

TOTAL WT. - 300 LBS.

COVER WT. - 135 LBS.

RING WT. - 165 LBS.

MANHOLE SHALL MEET H-20

LOADING.

MANHOLE RIM AND COVER

SHALL BE NEENAH R-1596 OR

APPROVED EQUAL

PRY LIFT - TYP. 2 LOCATIONS

06 MANHOLE RING AND COVER

NTS

24" MIN.

8"

6" METALLIC TRACING TAPE

(GREEN-SEWER) ALL TRENCHES

FINAL BACKFILL ZONE

COMPACTED 95% ASTM D-1557

INITIAL BACKFILL ZONE

COMPACTED 95% ASTM D-1557

BEDDING ZONE

COMPACTED SUBGRADE

90% ASTM D-1557

BACKSLOPE OR TRENCHBOX

AS PER OSHA 29CFR1926.652

NOTE: EXISTING GRADE FOR TOP OF TRENCH IS GROUNDLINE AT TRENCH

OR THE ADJACENT ROADWAY WHICH EVER IS LOWER.

01 SEWER PIPE TRENCH SECTION

NTS

PIPE OD+1" MIN

6"

6"

2-0" SQ. 3000 PSI

CONCRETE COLLAR

FINISH GRADE

COMPACTED FILL

IMPORTED PIPE BASE

MATERIAL AS

REQUIRED CONCRETE

BLOCKING

BRASS SST.

STOP PLUG

WATERTIGHT

PIPE PLUG

6" PVC PIPE

45° BEND

6" PVC

PIPE OD+1" MIN

6"

6"

2-0" SQ. 3000 PSI

CONCRETE COLLAR

FINISH GRADE

BRASS SST.

STOP PLUG

WATERTIGHT

PIPE PLUG

COMPACTED FILL

IMPORTED PIPE BASE

MATERIAL AS REQUIRED

CONCRETE

BLOCKING

6" PVC PIPE

45° BEND

6" PVC

04 CLEANOUT-DOUBLE

NTS

03 CLEANOUT-SINGLE

NTS

PIPE PLUG & GROUT

SEAL IF TERMINATION

SANITARY MAIN

COLLECTION PIPE

SANITARY MAIN

COLLECTION PIPE

TYPE 5 MANHOLE BASE

TYPE 2 MANHOLE BASE

TYPE 4 MANHOLE BASE

TYPE 1 MANHOLE BASE

TYPE 6 MANHOLE BASE

TYPE 3 MANHOLE BASE

44°

OR LESS

45°'

OR MORE

07 TYPICAL MANHOLE BASE TYPES

NTS

ISSUED FOR

CONSTRUCTIO

N

S