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Na'h. Topaod Beach
License Number: F -0115
LOCATION MAP Sheet 1 of 23 Sheets VICINITY MAP
NTS NTS

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NOTES
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GENERAL
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE �ll
UTILITY AND APPURTENANCES UNLESS OTHERWISE NOTED.
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS -OF -WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT IS: DIVISION 2,
DISTRICT 3, PRESTON HUNTER (252) 527 -0053.
2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3, CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY
CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4, TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR
ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND
RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER
FOOT COST OF THE UTILITY BEING INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING
FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR
SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES
DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT„ UTILITIES, CURBING AND OTHER STRUCTURES
DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST.
7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT NO. ABC AGGREGATE
SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE
OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH.
8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER
WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL.
9. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF FORCE MAIN WITHIN NCDOT RIGHT -OF -WAY.
11. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES.
12. WHEN TRENCHING INSIDE NCDOT RIGHT -OF -WAY, SHEET OR SHORE AS REQUIRED TO MEET NCDOT
REQUIREMENTS.
13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT,
THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING
ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR
REVISIONS IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT
THE CONTRACTOR'S EXPENSE.
14. PROVIDE POSITIVE GRADE FOR FORCE MAIN TOWARDS AIR RELEASE VALVE IN ALL CASES.
15. AIR RELEASE VALVE LOCATIONS MUST BE AT HIGH POINTS OF THE MAIN. THE LOCATIONS INDICATED
ON THE DRAWINGS MAY BE ADJUSTED TO MEET THIS REQUIREMENT UPON APPROVAL OF THE ENGINEER.
16. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR.
17, PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS.
18. CONTRACTOR SHALL NOTIFY THE CITY OF KINSTON PUBLIC UTILITIES DEPARTMENT 48 HOURS PRIOR
TO MAKING CHANGES TO SMITHFIELD PUMP STATION.
19. USE NITRILE RUBBER TYPE GASKETS IN LIEU OF STANDARD RUBBER GASKETS IN THE VICINITY OF THE
EXISTING 6" STEEL NATURAL GAS MAIN. ALL PIPE FITTINGS FOR THE FORCE MAIN SHALL BE WRAPPED
IN POLYETHYLENE IN THE VICINITY OF THE 6" STEEL NATURAL GAS MAIN.
20. MINIMUM VERTICAL SEPARATION BETWEEN NATURAL GAS MAIN, GAS SERVICE LINES AND FORCE MAIN SHALL
BE 2' -0 ". CONTRACTOR SHALL EXPOSE ALL NATURAL GAS MAINS AND GAS SERVICE LINE TO A DEPTH OF
2' -0" BELOW EXISTING GAS LINES PRIOR TO BORING OPERATION.
21. NOTIFY PIEDMONT NATURAL GAS COMPANY AT LEAST 48 HOURS TO BEGINNING WORK IN THE VICINITY OF
EXISTING GAS MAINS TO COORDINATE INSPECTION. CONTACT INFO IS AS FOLLOWS:
PIEDMONT NATURAL GAS COMPANY MR. DAVID KENNEDY
111 CORPORATE LANE OPERATION SUPERVISOR
NEW BERN, NC 28562 (252) 639 -7227
m
r`
\ V
_- ` 60S
SCALE: 1" -600'
22. CONTRACTOR IS :RESPONSIBLE FOR ALL BYPASS PUMPING REQUIRED TO CONSTRUCT PROJECT
AS SHOWN. FOR CONSTRUCTION ACTIVITIES THAT INTERFERE WITH NORMAL OPERATION TO
EXISTING FACILITIES, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PLAN AND SCHEDULE
WHICH DETAILS THE METHODS, MEANS, TECHNIQUES, AND SEQUENCES TO BE USED TO ESTABLISH
A BASE ELEMENT OF SURETY AGAINST WASTEWATER SPILLS TO THE ENGINEER FOR REVIEW
AT LEAST TWO ((2) WEEKS PRIOR TO ANY CONNECTIONS TO EXISTING PIPES OR STRUCTURES.
23. ONE WEEK PRIOR: TO CONNECTIONS BEING MADE TO EXISTING STRUCTURES AND PIPES, A
COORDINATION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR, ENGINEER, AND OWNER
TO DISCUSS THE CONSTRUCTION PLAN SUBMITTED BY THE CONTRACTOR.
24. THE ENGINEER AND OWNER ARE TO BE NOTIFIED 24 HOURS PRIOR TO ANY ACTUAL INTERRUPTIONS
OR CONNECTIONS BEING MADE.
25. BYPASS PUMPING OPERATION SHALL REMAIN IN AFFECT UNTIL FORCE MAIN DISCHARGE AND NEW
MANHOLE CONNECTION HAVE BEEN ACCEPTED BY OWNER,
1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS &
PIPES IN AND AI)'«JACENT TO DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES.
3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS
DIRECTED BY ENGINEER.
4. PROTECT STORM: PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
SILT FENCE, STOKE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
RIP -RAP WITHIN '115 DAYS OF DISTURBANCE.
6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS.
3. NOTIFY ENGINEER. AND NCDENR, LAND QUALITY SECTION AT (252) 946 -6481 FOR SITE INSPECTION
PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5, MAINTAIN EROSION': CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY
SYSTEM IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
CLEANOUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER.
7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION,
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
THE ABOVE TIME FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF
SITE STABILIZATICIN, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA
AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND
APPROVED BY ENGINEER.
�r
i
INDEX TO DRAWINGS
1. COVER SHEET
2. INDEX OF DRAWINGS, LOCATION MAP & NOTES
3.
NEW 14" FORCE MAIN - STA
10 +00 TO STA 38 +00
4.
NEW 14" FORCE MAIN - STA
38 +00 TO STA 63 +00
5.
NEW 14" FORCE MAIN - STA
63 +00 TO STA 90 +00
6.
NEW 14" FORCE MAIN - STA
90 +00 TO STA 118 +00
7.
NEW 14" FORCE MAIN - STA
118 +00 TO STA 145 +50
a
NEW 14" FORCE MAIN - STA
_
9.
NEW 14" FORCE MAIN - STA
173 +00 TO STA 185 +50
10.
NEW 14" FORCE MAIN - STA
185 +50 TO STA 193 +35
PROPOSED PUMP STATI N - -- - - - -- --
(SEE SHEETS 16, 17 & 1) PROPOSE , 14" FORCE MAIN ;
PROPOSED 14" FORCE MAIN
STA 250 +00 TO STA 258 +50
= -
\ ,1 °0-
s'
J
AN �.. I...
�("" - -
:" PROPOSED F RCE !_
13.
NEW 4" FORCE MAIN - STA
300 +00 TO STA 310 +50
14.
NEW 4" FORCE MAIN - STA
310 +50 TO STA 321 +41.92
�
Sheet 6
CONVERSION TO MANHOLE
CLEAN OUT
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(
PROPOSED PUMP STATION SITE PLAN
17.
PROPOSED PUMP STATION -
PLANS, SECTIONS AND DETAILS
18.
ODOR CONTROL TANK PLANS
She t 3 Sheet 4 �
19.
STANDARD DETAILS
©
20.
o
_
21.
STANDARD DETAILS
FORCE MAIN
22.
ELECTRICAL PLAN
- North Carolina Rail Rood ° s
North Carolina Rail Road
ELECTRICAL LEGEND, SCHEDULES AND DETAILS
HIS • TACK
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North Carolina :Fail Road m y
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NOTES
rCy
GENERAL
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE �ll
UTILITY AND APPURTENANCES UNLESS OTHERWISE NOTED.
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS -OF -WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT IS: DIVISION 2,
DISTRICT 3, PRESTON HUNTER (252) 527 -0053.
2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3, CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY
CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4, TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR
ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND
RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER
FOOT COST OF THE UTILITY BEING INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING
FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR
SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES
DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT„ UTILITIES, CURBING AND OTHER STRUCTURES
DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST.
7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT NO. ABC AGGREGATE
SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE
OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH.
8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER
WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL.
9. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF FORCE MAIN WITHIN NCDOT RIGHT -OF -WAY.
11. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES.
12. WHEN TRENCHING INSIDE NCDOT RIGHT -OF -WAY, SHEET OR SHORE AS REQUIRED TO MEET NCDOT
REQUIREMENTS.
13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT,
THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING
ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR
REVISIONS IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT
THE CONTRACTOR'S EXPENSE.
14. PROVIDE POSITIVE GRADE FOR FORCE MAIN TOWARDS AIR RELEASE VALVE IN ALL CASES.
15. AIR RELEASE VALVE LOCATIONS MUST BE AT HIGH POINTS OF THE MAIN. THE LOCATIONS INDICATED
ON THE DRAWINGS MAY BE ADJUSTED TO MEET THIS REQUIREMENT UPON APPROVAL OF THE ENGINEER.
16. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR.
17, PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS.
18. CONTRACTOR SHALL NOTIFY THE CITY OF KINSTON PUBLIC UTILITIES DEPARTMENT 48 HOURS PRIOR
TO MAKING CHANGES TO SMITHFIELD PUMP STATION.
19. USE NITRILE RUBBER TYPE GASKETS IN LIEU OF STANDARD RUBBER GASKETS IN THE VICINITY OF THE
EXISTING 6" STEEL NATURAL GAS MAIN. ALL PIPE FITTINGS FOR THE FORCE MAIN SHALL BE WRAPPED
IN POLYETHYLENE IN THE VICINITY OF THE 6" STEEL NATURAL GAS MAIN.
20. MINIMUM VERTICAL SEPARATION BETWEEN NATURAL GAS MAIN, GAS SERVICE LINES AND FORCE MAIN SHALL
BE 2' -0 ". CONTRACTOR SHALL EXPOSE ALL NATURAL GAS MAINS AND GAS SERVICE LINE TO A DEPTH OF
2' -0" BELOW EXISTING GAS LINES PRIOR TO BORING OPERATION.
21. NOTIFY PIEDMONT NATURAL GAS COMPANY AT LEAST 48 HOURS TO BEGINNING WORK IN THE VICINITY OF
EXISTING GAS MAINS TO COORDINATE INSPECTION. CONTACT INFO IS AS FOLLOWS:
PIEDMONT NATURAL GAS COMPANY MR. DAVID KENNEDY
111 CORPORATE LANE OPERATION SUPERVISOR
NEW BERN, NC 28562 (252) 639 -7227
m
r`
\ V
_- ` 60S
SCALE: 1" -600'
22. CONTRACTOR IS :RESPONSIBLE FOR ALL BYPASS PUMPING REQUIRED TO CONSTRUCT PROJECT
AS SHOWN. FOR CONSTRUCTION ACTIVITIES THAT INTERFERE WITH NORMAL OPERATION TO
EXISTING FACILITIES, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PLAN AND SCHEDULE
WHICH DETAILS THE METHODS, MEANS, TECHNIQUES, AND SEQUENCES TO BE USED TO ESTABLISH
A BASE ELEMENT OF SURETY AGAINST WASTEWATER SPILLS TO THE ENGINEER FOR REVIEW
AT LEAST TWO ((2) WEEKS PRIOR TO ANY CONNECTIONS TO EXISTING PIPES OR STRUCTURES.
23. ONE WEEK PRIOR: TO CONNECTIONS BEING MADE TO EXISTING STRUCTURES AND PIPES, A
COORDINATION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR, ENGINEER, AND OWNER
TO DISCUSS THE CONSTRUCTION PLAN SUBMITTED BY THE CONTRACTOR.
24. THE ENGINEER AND OWNER ARE TO BE NOTIFIED 24 HOURS PRIOR TO ANY ACTUAL INTERRUPTIONS
OR CONNECTIONS BEING MADE.
25. BYPASS PUMPING OPERATION SHALL REMAIN IN AFFECT UNTIL FORCE MAIN DISCHARGE AND NEW
MANHOLE CONNECTION HAVE BEEN ACCEPTED BY OWNER,
1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS &
PIPES IN AND AI)'«JACENT TO DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES.
3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS
DIRECTED BY ENGINEER.
4. PROTECT STORM: PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
SILT FENCE, STOKE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
RIP -RAP WITHIN '115 DAYS OF DISTURBANCE.
6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS.
3. NOTIFY ENGINEER. AND NCDENR, LAND QUALITY SECTION AT (252) 946 -6481 FOR SITE INSPECTION
PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5, MAINTAIN EROSION': CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY
SYSTEM IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
CLEANOUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER.
7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION,
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
THE ABOVE TIME FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF
SITE STABILIZATICIN, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA
AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND
APPROVED BY ENGINEER.
�r
i
INDEX TO DRAWINGS
1. COVER SHEET
2. INDEX OF DRAWINGS, LOCATION MAP & NOTES
3.
NEW 14" FORCE MAIN - STA
10 +00 TO STA 38 +00
4.
NEW 14" FORCE MAIN - STA
38 +00 TO STA 63 +00
5.
NEW 14" FORCE MAIN - STA
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j- L- - - . __'­ ­ , ' ,- - - - _- - r­ -, - - _ ____ 1-111-- ___ ­ .__ - ______ __': _]' ­_­_._ ­­___?'­_ ­­ .. ........ " ­ ­­_ ___ ­­ -_ ­ ­ . , ­-, ­­ "i --- ­ ­ -LL-LL, ­­ L ­ ­ -­ -1 1-1.1 -­­­- ­-1- ­­ ..... . .. I—- - - - . - ------ 1:.- __ _-, . I - -­­ ---I'-- __ ­_. -11 1-1-1--l. - - ­.111-1- - 111- - ­­­ ­ ­_ _­­­­ ----'--'L'--"- _- -"--' __- ' L- ­,­­ ... ­­­_ ­­'­ .... - ___ '_­-­­'­­- .- I- -I,,---- I ___1 S i I I I :: I[ I
- I - I I I - I I ­ . ..... . _­ -- - . - - - - ""' ­­­­ -" ­­ ­___ F ., -"- - ------- I .. ..... _­­, . ......... . _­ ­ ­ _.-
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, ._ -, __ __ ,---- ­_ I -----------­­­-1 PROJECT NO.:
I 'I l .---.'.,-Illll- ll" 'L l.-'--""----- 11111.1
I _­ - I - - I I I k.-- _ . . . . . . _ ___-I.- __ __ - - - - - . I i , r 1 , , ­­ _­__ _­__ t- . - . . - . , - ' - - - - L . . . . . . L L L- L, - L- - --l- 11.1-1 --- ,- - - LI: : -1 - - ' " ' - T
- - . . . ­ I , , ____ - - . __ -4- . ...... - ­­­ ­ - - - - - - - ... ­­ - [ - ' '- ' - - - -LLL-- ­­­­­­ ' ' ­­ -1 ­­­­ ­- --- - _- -L . . . . . . . . . . . . ---­­ ---'-' -'-'-'-- - - __ .1-1 - ­_ " - - - - ­- " ­­ ­­­ L . ..... L­ -­­ __ - __­, L --r' - L - " - - ' ' ' . 11 I - - - - __ I 11 I . . I- 11 . I­ I - - - I
: I I L 7 ' - - 7-7-f-7 _­-______.- ­­__' -1-1 I.- - ­-1- ­ I L' I ­L­­ LLL I ­­... I ' -­ ­- --------- I .1 1. 11 11 f ____ __ - --- __ - - - __
, :1 _ -,.I- ­ __ -, - ­ "' -­ ----- - ­ . . ....... - .- .1-1 - - ­ '_ ­_­ I I 111. - ­­­ ------ ­­ ------- -­ L­ ­ 1, , ­­ ......... .. . ­­­ _­ ----'-- --+- ___ -,--- ___ -, ­_,__,__­,_ ­­ ­_ , -, -, ---- I- __ ----.--- __ __ - ____ ____ 1 - ­. I - . i 2208-CR

I I i I I j­:_­:L' ___­jL ............ ­ ­1 ­­LLL­ .. ­ ­­­­ 1.1­111 ­­-­_­­­ 1- ---I-- - ','I
- - - __ - __ _ _'! .... ... - .. .. . ... - - ­­ ­­­ --- Lj­­L­-­­_L­. -- -----­--­ - _­­­­_-­­____­ - ----.-"-,--------------,---,.-.,-..----- -----,----.- _._______._____ ____ .. ... ....... - -, - ...... ........ . ... ..... ...... --- __ - _____ - - ____.­ ­­ dll-
I I - - - ! L ; , I ­­ - - -------- ­­1 ­­­ ---- - - ­­ ---- -­­­ "' ' " 'Il " -, -, ­ ­ LL-L' -L ...... . L ----- --- .---I.".,- _­­­_­­L­ ------ __­_,­_­-­- _,_._­-­LL -- - -------- -- ---- ­­­­ ­­____­ - --I'll- 1-11 I Ir "' I , ­_ ­ __ __ _11"...- 1.
-LLL-LL ----- ---- --- - -- - ---- - -4 ­ ­ ...... _­ -­ - ­ - - - - .... .. --- ­­ - ­­ _­__ " ' - ' I t
I I . i - I I I - . 11 11 -1- .11-1-- - - _. - - - I I - ­.- . . . I - "' ' " - ", 'L - -, '- ­­1 4 . . . L - L-L ... LLLLL­L­- LLL.----LLL , ­L - - - - - - 1"j__­______­_­_ _'_.­_.__­­ . ­­ . . . . . . 1 L L- L - - - - - - - - ' ­ - -- - __ L -__ , .. - '-- ' L - - - - - L" -LL----- __­ - .. .... - ­ ­ ­­­­ _­_­__­­_L_­ ­_,_­­_____ ­ 11­ -L-"-,---.- -­ -1-11-1-1 - 1_­ I 1- _11.1 . 11 - _11-.11-1.11-11- - _­­____ . ....... - -1- ­­­ - - - - ------ . , - - , __ I ______ ______ ____ - _ _ , ­­ .1 - . . . . . . . - __ -, - - . , ,
7 A I --,-I-,- ,L---- - - "­ , " " - , -, _,___ ­ L . - I . I .1 . I - - L - ­­1 ­ . - ' , ' ­ . . . --- -1 ­ .1 - , ­. L - _. L L - 'L ­ - ' L' ­E­--_­-­- - , - - " - , ' ' '_ [ ' ' ' - ' - ' ­
I I - - - - - I -­ ­­­­_ ­ L' '-'--- ,­_­­-­_ ,,, . , . - ' - L- 'LL' _­'­ ' - ­-- --------- 11 ;
__­___ . .. - - - - ­­­ ­ - - - - - - - I . I - - __ __ I - ___ - __ - , '. - 1-1- . . - .-.. - ­­ i ­ ­­ - .­ - - - ­- '--- -- -­­ ' - ­­ " - - ' - - ' - ' - -- ' '... - - - - - - - I— - I - j L - '
. ' - - ­LL­_­-_---_- - -1 I -- - ---- _____ -'-- -- - i­ I __ - I DATE:
- _____ --- ---------- ­_­_­­­_­ ­.''. ­ .... L ­L­­L­-­­L ­­­­­LL­­­L L -- ----- r'- ­ --- ­­­ _­__­­­'­_­__­ - - ----- _ . ___ '___.-1'­__11­ -1-11-- - 1-1 ------- - ­ _ ­1 --------- -1.1 ­­-1-1-1-1- ­1­11-- 1 ,:- - - . - ­ ­­ I - ­LL]­­­ "' I '­ . . . ­ - - ,.---. - ­LL -L-L-L-L .. . .... -
I . ,f ' '__ !
iI I I I I I I -il - - I I - I I . I I - I - - ' -- ' - " - - - - - - - - - - -- - - - - - - - - -- - - - ­- - - - , , - _­ , L-, , - ­ :_ j - - - - - - - - ­ - - ____ , _ f - - - - - - I - - '- - - - - - ' " , - - - - ' , ' - - - ­ LL ­­ L- ­­ L -­ ----- - -- -­- 4 -- - - - - - - - ­ " - - - - - - - - - L- - . - __ - .- - - __ - ". _____L _... ' ­ : --,----I - - - - - --- - . - - '-- - ­ -1 - - __ - - - - : t-_:_, ."-, ___ I----- . _ _ - . L' L ' : -- -- - - - - ---- - - - - - __ __ - - - - - - - - - - I
I I " ­ - L ' ' - __ - --",-- ­ L . .... ... ..... ... . - . . . . . . . . . I . . . ' " ' ' '- L - ' ' - __ . ­ , ,- - L - - ­ , 'I. L- - L -- L - - - -L . . . . . . . . . . . . . L - - - - - - - ' - - -- - ­ - ' ' - - L- ,- - - .- - - - - - - - - - . I .1 . I .. .. I - _ - - - - ____ : --L' ' ' -] , ,
I L ' - L L I LL L - I - I L - - - L - - ' - - L- ' " L .... . .. . . .. ... . .. - - '- ' ­­­' ' . . . . . . . . . . . . . . . ­­­ . - I 1- ­ - ­­ - _-­ - . - ,----'-- ­­ ­ - "" "' ' . . . . . . ' ' . . . ' ' 1 , , -,
,I L I I - - - I - I L -­ .... I- * - - -­ - ' L . . . . I I . 1 - _____ __ - - - - - - - - - - , - - - - - - - I - I - . - - - ­­ ­­ - - - ___ I - _ ___ - 'f - - - - - - - -- ­ ­ - - 'L' L --- ­ ­ L' . , ­­­ ­ - ­ ' '- . " . . . ' . ' " - . .1 . . . . . . .. - '- ­ - - - - - - - - - _­ ­ ­ - .--. L" - - - - - - - - - - - ­ __­ __ ­­-__-_-_' _­' - - - - - - - - - - "' --- 'L'-L-'L'-- ­­ - 'L.- .- - - - - - - -- - -j - - - - - - - - - - L­ - - - - _ __ _,___, _ __ __ , _______... ,_ _ _I __ _ . . . . . . , . _ _ ­ : -,-- -, ­ ? - " , ­ , . , . . . . . . . . . L- . _ _ , ­ . , ' - 'L . . . . . . . - ' _' - [ i , , - - ,
- - - - - - - - - '.-_.-_[_,­. .__._. ' . . - ;L ­ 1 _­ - - - - - - - - - - ­ - - - - - - - ­-- - - I - - - - - - - ___ _____ - I I __ __ - I - - - - , _ f - " - - , _­.___._ ­ . - ' ­­ _­_ L -:-- I - 1 . 1. - - I - I - I - I - ____ _ - , _ _ . . . . . . ­­_­ ­ - _­__ , ­ 11 r -- - - 1-1- I - . . . . , , - -, - ­ '- ' ­ -- ' -- I-' - - ­- "' - - ' ' - - " - "" ' - - - -- . '- - ­ - 'L - ­ -­­ - 'j . . . . . . . ­ L ­ I - I I , ' - - , ' " - - ,_ __'­__ -, - ­ ,
! I i i __ --..--- . I . - ­­ ­­ - - - - - - - ­11 - - - . __ - ­ , I - . - - L" ­ L ' L - ­ - - - - - ­ 11 - - - - - - 1.
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j- L- - - . __'­ ­ , ' ,- - - - _- - r­ -, - - _ ____ 1-111-- ___ ­ .__ - ______ __': _]' ­_­_._ ­­___?'­_ ­­ .. ........ " ­ ­­_ ___ ­­ -_ ­ ­ . , ­-, ­­ "i --- ­ ­ -LL-LL, ­­ L ­ ­ -­ -1 1-1.1 -­­­- ­-1- ­­ ..... . .. I—- - - - . - ------ 1:.- __ _-, . I - -­­ ---I'-- __ ­_. -11 1-1-1--l. - - ­.111-1- - 111- - ­­­ ­ ­_ _­­­­ ----'--'L'--"- _- -"--' __- ' L- ­,­­ ... ­­­_ ­­'­ .... - ___ '_­-­­'­­- .- I- -I,,---- I ___1 S i I I I :: I[ I
- I - I I I - I I ­ . ..... . _­ -- - . - - - - ""' ­­­­ -" ­­ ­___ F ., -"- - ------- I .. ..... _­­, . ......... . _­ ­ ­ _.-
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, ._ -, __ __ ,---- ­_ I -----------­­­-1 PROJECT NO.:
I 'I l .---.'.,-Illll- ll" 'L l.-'--""----- 11111.1
I _­ - I - - I I I k.-- _ . . . . . . _ ___-I.- __ __ - - - - - . I i , r 1 , , ­­ _­__ _­__ t- . - . . - . , - ' - - - - L . . . . . . L L L- L, - L- - --l- 11.1-1 --- ,- - - LI: : -1 - - ' " ' - T
- - . . . ­ I , , ____ - - . __ -4- . ...... - ­­­ ­ - - - - - - - ... ­­ - [ - ' '- ' - - - -LLL-- ­­­­­­ ' ' ­­ -1 ­­­­ ­- --- - _- -L . . . . . . . . . . . . ---­­ ---'-' -'-'-'-- - - __ .1-1 - ­_ " - - - - ­- " ­­ ­­­ L . ..... L­ -­­ __ - __­, L --r' - L - " - - ' ' ' . 11 I - - - - __ I 11 I . . I- 11 . I­ I - - - I
: I I L 7 ' - - 7-7-f-7 _­-______.- ­­__' -1-1 I.- - ­-1- ­ I L' I ­L­­ LLL I ­­... I ' -­ ­- --------- I .1 1. 11 11 f ____ __ - --- __ - - - __
, :1 _ -,.I- ­ __ -, - ­ "' -­ ----- - ­ . . ....... - .- .1-1 - - ­ '_ ­_­ I I 111. - ­­­ ------ ­­ ------- -­ L­ ­ 1, , ­­ ......... .. . ­­­ _­ ----'-- --+- ___ -,--- ___ -, ­_,__,__­,_ ­­ ­_ , -, -, ---- I- __ ----.--- __ __ - ____ ____ 1 - ­. I - . i 2208-CR

I I i I I j­:_­:L' ___­jL ............ ­ ­1 ­­LLL­ .. ­ ­­­­ 1.1­111 ­­-­_­­­ 1- ---I-- - ','I
- - - __ - __ _ _'! .... ... - .. .. . ... - - ­­ ­­­ --- Lj­­L­-­­_L­. -- -----­--­ - _­­­­_-­­____­ - ----.-"-,--------------,---,.-.,-..----- -----,----.- _._______._____ ____ .. ... ....... - -, - ...... ........ . ... ..... ...... --- __ - _____ - - ____.­ ­­ dll-
I I - - - ! L ; , I ­­ - - -------- ­­1 ­­­ ---- - - ­­ ---- -­­­ "' ' " 'Il " -, -, ­ ­ LL-L' -L ...... . L ----- --- .---I.".,- _­­­_­­L­ ------ __­_,­_­-­- _,_._­-­LL -- - -------- -- ---- ­­­­ ­­____­ - --I'll- 1-11 I Ir "' I , ­_ ­ __ __ _11"...- 1.
-LLL-LL ----- ---- --- - -- - ---- - -4 ­ ­ ...... _­ -­ - ­ - - - - .... .. --- ­­ - ­­ _­__ " ' - ' I t
I I . i - I I I - . 11 11 -1- .11-1-- - - _. - - - I I - ­.- . . . I - "' ' " - ", 'L - -, '- ­­1 4 . . . L - L-L ... LLLLL­L­- LLL.----LLL , ­L - - - - - - 1"j__­______­_­_ _'_.­_.__­­ . ­­ . . . . . . 1 L L- L - - - - - - - - ' ­ - -- - __ L -__ , .. - '-- ' L - - - - - L" -LL----- __­ - .. .... - ­ ­ ­­­­ _­_­__­­_L_­ ­_,_­­_____ ­ 11­ -L-"-,---.- -­ -1-11-1-1 - 1_­ I 1- _11.1 . 11 - _11-.11-1.11-11- - _­­____ . ....... - -1- ­­­ - - - - ------ . , - - , __ I ______ ______ ____ - _ _ , ­­ .1 - . . . . . . . - __ -, - - . , ,
7 A I --,-I-,- ,L---- - - "­ , " " - , -, _,___ ­ L . - I . I .1 . I - - L - ­­1 ­ . - ' , ' ­ . . . --- -1 ­ .1 - , ­. L - _. L L - 'L ­ - ' L' ­E­--_­-­- - , - - " - , ' ' '_ [ ' ' ' - ' - ' ­
I I - - - - - I -­ ­­­­_ ­ L' '-'--- ,­_­­-­_ ,,, . , . - ' - L- 'LL' _­'­ ' - ­-- --------- 11 ;
__­___ . .. - - - - ­­­ ­ - - - - - - - I . I - - __ __ I - ___ - __ - , '. - 1-1- . . - .-.. - ­­ i ­ ­­ - .­ - - - ­- '--- -- -­­ ' - ­­ " - - ' - - ' - ' - -- ' '... - - - - - - - I— - I - j L - '
. ' - - ­LL­_­-_---_- - -1 I -- - ---- _____ -'-- -- - i­ I __ - I DATE:
- _____ --- ---------- ­_­_­­­_­ ­.''. ­ .... L ­L­­L­-­­L ­­­­­LL­­­L L -- ----- r'- ­ --- ­­­ _­__­­­'­_­__­ - - ----- _ . ___ '___.-1'­__11­ -1-11-- - 1-1 ------- - ­ _ ­1 --------- -1.1 ­­-1-1-1-1- ­1­11-- 1 ,:- - - . - ­ ­­ I - ­LL]­­­ "' I '­ . . . ­ - - ,.---. - ­LL -L-L-L-L .. . .... -
I . ,f ' '__ !
iI I I I I I I -il - - I I - I I . I I - I - - ' -- ' - " - - - - - - - - - - -- - - - - - - - - -- - - - ­- - - - , , - _­ , L-, , - ­ :_ j - - - - - - - - ­ - - ____ , _ f - - - - - - I - - '- - - - - - ' " , - - - - ' , ' - - - ­ LL ­­ L- ­­ L -­ ----- - -- -­- 4 -- - - - - - - - ­ " - - - - - - - - - L- - . - __ - .- - - __ - ". _____L _... ' ­ : --,----I - - - - - --- - . - - '-- - ­ -1 - - __ - - - - : t-_:_, ."-, ___ I----- . _ _ - . L' L ' : -- -- - - - - ---- - - - - - __ __ - - - - - - - - - - I
I I " ­ - L ' ' - __ - --",-- ­ L . .... ... ..... ... . - . . . . . . . . . I . . . ' " ' ' '- L - ' ' - __ . ­ , ,- - L - - ­ , 'I. L- - L -- L - - - -L . . . . . . . . . . . . . L - - - - - - - ' - - -- - ­ - ' ' - - L- ,- - - .- - - - - - - - - - . I .1 . I .. .. I - _ - - - - ____ : --L' ' ' -] , ,
I L ' - L L I LL L - I - I L - - - L - - ' - - L- ' " L .... . .. . . .. ... . .. - - '- ' ­­­' ' . . . . . . . . . . . . . . . ­­­ . - I 1- ­ - ­­ - _-­ - . - ,----'-- ­­ ­ - "" "' ' . . . . . . ' ' . . . ' ' 1 , , -,
,I L I I - - - I - I L -­ .... I- * - - -­ - ' L . . . . I I . 1 - _____ __ - - - - - - - - - - , - - - - - - - I - I - . - - - ­­ ­­ - - - ___ I - _ ___ - 'f - - - - - - - -- ­ ­ - - 'L' L --- ­ ­ L' . , ­­­ ­ - ­ ' '- . " . . . ' . ' " - . .1 . . . . . . .. - '- ­ - - - - - - - - - _­ ­ ­ - .--. L" - - - - - - - - - - - ­ __­ __ ­­-__-_-_' _­' - - - - - - - - - - "' --- 'L'-L-'L'-- ­­ - 'L.- .- - - - - - - -- - -j - - - - - - - - - - L­ - - - - _ __ _,___, _ __ __ , _______... ,_ _ _I __ _ . . . . . . , . _ _ ­ : -,-- -, ­ ? - " , ­ , . , . . . . . . . . . L- . _ _ , ­ . , ' - 'L . . . . . . . - ' _' - [ i , , - - ,
- - - - - - - - - '.-_.-_[_,­. .__._. ' . . - ;L ­ 1 _­ - - - - - - - - - - ­ - - - - - - - ­-- - - I - - - - - - - ___ _____ - I I __ __ - I - - - - , _ f - " - - , _­.___._ ­ . - ' ­­ _­_ L -:-- I - 1 . 1. - - I - I - I - I - ____ _ - , _ _ . . . . . . ­­_­ ­ - _­__ , ­ 11 r -- - - 1-1- I - . . . . , , - -, - ­ '- ' ­ -- ' -- I-' - - ­- "' - - ' ' - - " - "" ' - - - -- . '- - ­ - 'L - ­ -­­ - 'j . . . . . . . ­ L ­ I - I I , ' - - , ' " - - ,_ __'­__ -, - ­ ,
! I i i __ --..--- . I . - ­­ ­­ - - - - - - - ­11 - - - . __ - ­ , I - . - - L" ­ L ' L - ­ - - - - - ­ 11 - - - - - - 1.
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WHILE EXISTING SANITARY SEWER IS MODIFIED.
2. CONTRACTOR SHALL DETERMINE THE NUMBER OF PUMPS REQUIRED TO CONVEY THE
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3. CONTRACTOR SHALL PROV1111DE A BACKUP UNIT FOR ALL COMPONENTS (PUMP, POWER,
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STRAPS AND ANCHOR TO WALL
0 16" O.C. (TYP.)
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SCALE:
HOR: 1 50'
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SHEET 10 OF 23
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Property of
WILLIAM T PARROTT N
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NEW WETWELL
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. ..... DATE:
--ENC-ASEAE
. . ........ ............. .. JULY 2012
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NEW 16" x 4" TAPPING
SLEEVE & VALVE
(THRUST BLOCKING, TYP.)
4" WATER LINE MIN. 21_011
BELOW EX. 8" FORCE MAIN
PROVIDE 46 LF OF 12" STEEL
ENCASEMENT PIPE W/ 4" DI
WATER LINE
(BY DRY BORE & JACK)
(3'-0" MIN. COVER)
(Asoholt p,,t)
TEMPORARY BORE PIT 015
(APPROX. SIZE & LOCATION) 6
NEW 10` TEMPORARY
CONSTRUCTION EASEMENT
5' MIN. INSIDE R/W
4" 45* BEND
(THRUST BLOCKING,
TYP.) Ex. 4" Steel High
Pressure Gas Main
Property of
SMITHFIELD PACKING PLANT
Pin- 4505-05-1561
TEMPORARY RECEIVING PIT
(APPROX. SIZE &
LOCATION)
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M EX 16" DI Water t X. W
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(THRUST BLOCK EOP
TYP.)
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MIN. 21-011
EX. GAS INE Inv
49.97
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STA. 259+46-90
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(10' MIN. OFF EOP, 4223-14-30 11
3'-0" MIN. COVER)
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STA. 258+92.95
4228-08-3711
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Panel
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Ex, Generator
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Valves
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MH NO. 6 EASEMENT
STA. 260+84.90
4 174- 06141-1 NEW 10' TEMPORARY
CONSTRUCTION EASEMENT
Property of
WILLIAM T PARROTT /I/
Pin*; 450501056447
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Top-51.22
Inv-42.4
-Ex. Fence
PP
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EX. SMITHFIELD PUMP STATION
(TO BE CONVERTED TO MANHOLE)
Ex. Yard hydr nt SEE SHEET NO. 15
Ex. RPZ
Ex. Yard
Ex. RPZ
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SEWER (BY DRY BORE & JACK)
- Ex. 6" Steel High
Pressure Gas Main
Ex. Gas Valve
STA. 263 +28.
4 92-27-2311
-TEMPORARY BORE PIT
(APPROX. SIZE & LOCATION)
SILT FENCE, TYP.
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DESIGNED BY:
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DRAWN BY:
TK
CHECKED BY:
CWD
PROJECT NO.:
2208-CR
DATE:
JULY 2012
SCALE:
HOR: 1* = W
VERT: 1 = 50
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03 6.
DESIGNED BY:
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DRAWN BY:
TK
CHECKED BY:
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PROJECT NO.:
2208-CR
DATE:
JULY 2012
SCALE:
HOR: 1* = W
VERT: 1 = 50
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CONTRACTOR SHALL LOCATE EXISTING
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FROM PUMP STATION. CUT, CAP, AND
REMOVE EX. 8" FORCE MAIN AS NEEDED
TO CONNECT NEW 4" FORCE MAIN
TO EXISTING 4" FORCE MAIN
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SANDERSON FARMS, INC.
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300+00 301+00 302+00
NEW 4" PVC FORCE MAIN
(10' MIN. OFF EOP)
Hill Form Road. SR 1548
(Asphalt Pvmt)
• - - - - - - - - - - - - - - - - - -
Ex. 12" DIP Water Main (Approx. Location)
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CITY OF KINSTON
Pin* 450503345311
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RRE RETAIL RESIDUAL
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Hill Form Road. SR 1548
(Asphalt Pvmt)
• - - - - - - - - - - - - - - - - - -
Ex. 12" DIP Water Main (Approx. Location)
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CONTRACTOR SHALL LOCATE EXISTING
8" FORCE MAIN AND SERVICE LINE
FROM PUMP STATION. CUT SERVICE
LINE, PLUG 8" FORCE MAIN AND CONNECT
EX. SERVICE TO NEW 4" FORCE MAIN
(THRUST BLOCKING, TYP.)
Property of
N C STATE PROP FOR CASWELL
Pin* 450501262289
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PROJECT NO.:
2208-CR
DATE:
JULY 2012
SCALE:
HOR: 1'= 50'
VERT: 1"= 5"
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BRE RETAIL RESIDUAL
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TO INSTALL NEW 4" FORCE MAIN
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10' PERMANENT
EASEMENT
Ex. Sign -
NEW 4" PVC FORCE MAIN
(10' MIN. OFF EOP)
NEW 4" PVC FORCE MAIN
-
t5' MIN. INSIDE R/W)
Property of
PERRY WIVES, LLC
Pin* 450503330314
311+00 312+00 313+00 314+00 31:6 +00 —
316+00 317+00
OPEN-CUT
(Asphalt Pvrnt)
CORE DRILL EX. MANHOLE
FOR CONNECTION OF NEW
4" FORCE MAIN
NEW 4" 45* BEND
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2 Ex. Check Valve Assembly
321+00
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Inv-37.50
Property of
GOLDEN CORRAL
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BRE RETAIL RESIDUAL
"KINSTON POINTE" CONTRACTOR SHALL REMOVE AND
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TO INSTALL NEW 4" FORCE MAIN
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10' PERMANENT
EASEMENT
Ex. Sign -
NEW 4" PVC FORCE MAIN
(10' MIN. OFF EOP)
NEW 4" PVC FORCE MAIN
-
t5' MIN. INSIDE R/W)
Property of
PERRY WIVES, LLC
Pin* 450503330314
311+00 312+00 313+00 314+00 31:6 +00 —
316+00 317+00
OPEN-CUT
(Asphalt Pvrnt)
CORE DRILL EX. MANHOLE
FOR CONNECTION OF NEW
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NEW 4" 45* BEND
(THRUST BLOCKING,
TYP.)
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ff/w
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(Approx. Location)
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Main (Approx. Location)
2 Ex. Check Valve Assembly
321+00
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GOLDEN CORRAL
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TK
CHECKED BY.
30 CWD
PROJECT NO,:
2208-CR
DATE: JULY 2012
25 1" SCALE:
HOR: 1"= 50'
VERT: 1 " = 5"
. ....... 20
....... .....
SHEET 14 OF 23
..........
1E
15 14
318+00
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30 CWD
PROJECT NO,:
2208-CR
DATE: JULY 2012
25 1" SCALE:
HOR: 1"= 50'
VERT: 1 " = 5"
. ....... 20
....... .....
SHEET 14 OF 23
..........
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15 14
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EX SERVICE POLE/ 5ot-oll
AREA LIGHT (TO BE 50, 0
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SUGGESTED SEOUENCE OF CONSTRUCTION:
EX 6`0" HIGH
CHAIN LINK FENCE
REMO VE EX
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EX 16 DI WATER LINE /0 SMI THFIEL D PACKING
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SUBMERSIBLE PUMP STATION
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23'-0
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EX FIRE HYDRANT
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%D FORCE MAIN PLAN SHEETS.
SITE PLAN
SCALE : 111 - 101
1. CONSTRUCT PROPOSED PUMP STATION, FORCE MAIN, AND APPURTENANCES FROM
PROPOSED PUMP STATION TO NEUSE RIVER OUTFALL.
2. PERFORM ALL TESTS AND OBTAIN CERTIFICATIONS NECESSARY TO ENSURE THAT
SYSTEM IS OPERATIONAL.
3. CONSTRUCT GRAVITY SEWER FROM PROPOSED PUMP STATION BACK TO MANHOLE
JUST DOWNSTREAM (I.E. NORTH) OF EX. SMITHFIELD PUMP STATION (SPS).
4. CUT AND CAP EX. 8-INCH FORCE MAIN.
5. PLUG EX. 18-INCH SEWER AND BEGIN BYPASS PUMPING FROM MANHOLE UPSTREAM
OF SPS VIA EMERGENCY BYPASS CONNECTION.
6. REMOVE EX. 8 -INCH FORCE MAIN AND APPURTENANCES AS REQUIRED. COMPLETE
GRAVITY SEWER CONNECTION TO SPS.
7. PERFORM ALL TESTS AND OBTAIN CERTIFICATIONS NECESSARY TO ENSURE THAT
GRAVITY SYSTEM IS OPERATIONAL FROM SPS TO PROPOSED PUMP STATION.
8. MODIFY WET WELL TO MAKE SPS A FLOW THROUGH MANHOLE.
9. UN-PLUG EXISTING 18-INCH SEWER AND CEASE BYPASS PUMPING.
10. CUT AND CAP EXISTING 8-INCH FORCE MAIN ( OGPS DISCHARGE).
11. RETURN TO OWNER ALL SALVAGED EQUIPMENT.
NOTES:
1. THE SEQUENCE ABOVE IS A RECOMMENDATION ONLY. CONTRACTOR SHALL SUBMIT
THIS SEQUENCE OF CONSTRUCTION PRIOR TO "THE START OF ANY WORK.
2. SEE PLANS AND SPECIFICATIONS FOR LOCATIONS AND DETAILS.
3. THOSE ITEMS REQUIRING TEMPORARY INTERRUPTION OF FLOWS ARE MARKED BY
4. 48 HOURS PRIOR TO ANY WORK ON A LIVE SEWER, CONTRACTOR SHALL NOTIFY THE
CITY OF KINSTON IN WRITING. AT NO ADDITIONAL COST, THE CITY RETAINS THE
RIGHT TO RESCHEDULE SUCH WORK SO THAT THE POTENTIAL IMPACT ON EXISTING
SERVICE IS MINIMIZED.
5. 48 HOURS PRIOR TO WORK ON ANY LIVE FACILITIES AT THE EXISTING INDUSTRIAL
PARK PUMP STATION, CONTRACTOR TO NOTIFY THE CITY OF KINSTON AND
SMITHFIELD PACKING IN WRITING. AT NO ADDITIONAL COST, THE CITY AND
SMITHFIELD PACKING RETAIN THE RIGHT TO RESCHEDULE SUCH WORK SO THAT THE
POTENTIAL IMPACT ON EXISTING SERVICE IS 'MINIMIZED.
DEMOLITION NOTES:
1. ALL REMOVED MATERIAL SHALL, BE SALVAGED CAREFULLY AND RETURNED TO
THE OWNER. CONTRACTOR TO DISPOSE OF AT OWNER'S DISCRETION.
2. REMOVE VALVE VAULT AND ALL _APPURTENANCES.
3. REMOVE 4" DUCTILE IRON PIPES -AND ALL CONDUITS INTO MANHOLE AND GROUT
AND SEAL ALL OPENINGS.
4. REMOVE ELECTRICAL RACK.
5. REMOVE GENERATOR.
6. REMOVE PORTABLE HOIST AND BASES.
7. REMOVE PUMP MOUNT, SUBMERSIBLE PUMP AND DISCHARGE PIPING.
8. REMOVE TRASH BASKET, GUIDERAILS AND MOUNTS. PATCH AND SEAL ALL
DAMAGE TO MANHOLE WALLS.
9. REPAIR CEILING, FLOOR, AND PATCH WITH NON-SHRINK GROUT OR PATCH
CONSISTENT WITH EXISTING MATERIALS.
GENERAL NOTE
1. RETAIN FENCING. REPAIR TO GOOD CONDITION.
EX 4" DI A. VENT PIPE W/S.S.
INSERT SCREEN
REMOVE EX PORTABLE HOIST
BASE (TYP. OF 2) --\
REMOVE EX CONDUIT TO'-o)l oj%mg
CONTROL PANEL-----�\, S-S-
11.4
0 Nd CABLE
di m• 0, � HOL
EX PRECAST 8'-0" I.D. 4'
CONCRETE MANHOLE e dew
EX 18 1 NFL LIEN T
REMOVE EX HIGH
WATER ALARM
REMOVE EX 2ND PUMP ON
REMOVE EX 1 ST PUMP ON
REMOVE EX LIF11NG LUGS-
REMOVE EX PUMP OFF
REMOVE EX LOW
WATER ALARM
BOTTOM OF STATION
r_j
EX 12" CRUSHED STONE
-EX TOP SLAB REINF. W1 #4
AT 10" O.C.E.W., EXTRA
#4 EACH SIDE OF OPENING
AND EXTRA #4 BETWEEN
OPENING
I " CHAMFER
ALL SIDES
4"
REMOVE EX. 5' 0
PRECAST CONC. MANHOLE
REMOVE EX 4'-0" x 2-6" ALUM.
ACCESS DOOR
REMOVE 1EX 2 " `SCH.
80 PVC PIPE
REMOVE EX STAINLESS STEEL
GUIDE RAIL
REMOVE EX :POWER CABLE
REMOVE EX `S.S. LIFTING CABLES
REMOVE 2:,: x Ile S.S. STRAP
ANCHORED TO WALL 0 16" O.C.
REMOVE SUBMERSIBLE PUMP
REMOVE PUMP MOUNT
EX CONCRETE GROUT
-EX BOTTOM OF PUMP STATION
DEMOLITION SECTION
NTS
EX 4" DI A. VENT PIPE W/S.S.
INSERT SCREEN -
EX PRECAST 8'-0" I.D.
CONCRETE MANHOLE
EX 18" INFLUENT
BY OTHERS ----
INV IN=42.0
EX BOTTOM OF STA
EX 12" CRUSHED STONE
NEW WORK
NTS
EX TOP SLAB REINF. W1 #4
FAT 10" O.C.E.W., EXTRA
#4 EACH SIDE OF OPENING
AND EXTRA #4 BETWEEN
OPENING
EX I" CHAMFER
�TALL SIDES
EX FINISHED GRADE EL. = 49.10
x
EX S.S. HOOK
12" MIN CONCRETE GROUT
FINISHED GRADE EL. = 49.10
,,--REMOVE EX
6" CRUSHED STONE
c
-REMOVE EX #4 0 12- O.C.E.W.
REMOVE EX PIPE SUPPORT
REMOVE EX FLOOR DRAIN W/
BACKWATER VALVE
NEW 18" SS
INV OUT=41.75
CONSTRUCT CAST-IN-PLACE MANHOLE CHANNELS
12" CRUSHED STONE
FILL WI TH SAND
EX CONCRETE GROUT
EX BOTTOM OF PUMP STATION
REMOVE AND SALVAGE
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REFERENCE FIRM 3720450400)
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SCH 80 CONDUIT.
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4" PLL G 51 5' MIN.
1" RPZ
9
fix Gas 1" METER
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UNLESS OTHERWISE NOTED
1" WATER (SEE DETAIL .SHT 21)
SERVICE
WETWELL
BEGIN STATION 9+46 (14" FM)-
BEGIN STATION 250+00 (18" GS)
NON-FREEZE
YARD HYDRANT
4" WATER SERVICE
NOW OR FORMERL Y:
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oi 50
PARCEL MAP 0., 450501056447
BK: 915 PG: 335
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SCALE:.* 111 - 2• 1
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE SHORING, SHEETING AND/OR
DEWATERING, AS REQUIRED TO PROTECT WORKMEN AND EXISTING
STRUCTURES AND TO CONSTRUCT NEW STRUCTURES. CONTRACTOR
SHALL HAVE ALL SHEETING AND/OR SHORING.. DE§GNED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH
CAROLINA AND QUALIFIED TO D0 SUCH WORK. INSTALLATION,
MAINTENANCE AND REMOVAL OF SHEETING AND/OR SHORING SHALL
BE UNDER THE DIRECTION OF THE DESIGN ENGINEER IN ACCORDANCE
WITH STATE AND FEDERAL OSHA REGULATIONS.
2, CONTRACTOR SHALL RELOCATE IDENTIFICATION SIGNS FROM EXISTING
LIFT STATION 21 TO THE NEW LIFT STATION SITE. COORDINATE SIGN
LOCATIONS WITH THE OWNER.
3. CONTRACTOR SHALL RELOCATE MICROCOMM REMOTE TERMINAL UNIT (RTU)
FROM EXISTING LIFT STATION 21 TO THE NEW LIFT STAB ON SITE. REFER TO
ELECTRICAL DRAWINGS FOR LOCATION.
NEW WORK
(D SUBMERSIBLE PUMP STATION (SEE SHEET NO. 17)
VALVE VAULT (SEE SHEET NO. 17)
JIB CRANE W/ ELECTRIC HOIST (SEE SHEET NO. 18)
ODOR CONTROL FEED SYSTEM (SEE SHEET NO. 18)
ELECTRICAL CONTROLS (SEE SHEET NO. El & E2)
BYPASS PUMP CONNECTION
GENERATOR
TRANSFORMER
TERMINAL CABINET
FLOW METER VAULT (SEE DETAIL THIS SHEET)
FUTURE GRIT CHAMBER
14" DISMANTLING
14" PLUG JOINT
VALVE & BOX
F
NEW 14" DIP
FL x PE
2*-6" x 3'-6" ALUM
ACCESS HATCH
CENTERED
L
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ALL SIDES
TOP-52.0
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PRECAST "1 6" MIN.
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14" PLUG 6.5' MIN.
VALVE & BOX
14" DISMANTLING----
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3" MJ COUPLING W/
RETAINING GLANDS
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r
MANUFACTURERS SIGN
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PLAW
SCALE: 3/8" - 1' -0"
PROVIDE TWO 3' -0" X V -0"
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SHEET 17 OF 23
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ACCESS HATCHES W/ SAFETY PRESSURE
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�TP Y DISMANTLING L JT (FL)
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PLAW
SCALE: 3/8" - 1' -0"
PROVIDE TWO 3' -0" X V -0"
ALUMINUM ACCESS & CHECK VALVES ENTERED
JULY 2012
SCALE:
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SHEET 17 OF 23
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END OF LINER SHEET
SECTION
FILTERING FABRIC
6" MIN. 12" MIN.
IN5TALLA330 OF LINERo
NOTES:
SECTION -
NOTES:
1.) APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING L NER.
A) POSTS SET AT DEPTHS OF 41 FOR
1.)
ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLI ZED.
2•) LAY LINER FROM TOP OF SLOPE OR CHANNEL AND UNROLL
ALLOW NETTING TO LAY LOOSELY WITH WRINKLES. DO, NOT
IT DOWN THE GRADE.
STRETCH LINER.
2.)
CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM U-11LITY BY ALL
3.) BURY THE UPSLOPE END IN AN ANCHOR TRENCH 6" DtEEP,
COVER WITH SOIL AND TAMP
CONSTRUCTION VEHICLES.
FIRMLY. PROVIDE STAPLES (1" WIDE x 6" LONG MIN•) AND
OVERLAP AS SHOWN ABOVE.
APPROVAL FROM
3.)
PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON
4.) TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW LINER.
OVERLAP THE END OF PREVIOUS ROLL 12" MINIMUM AND STAPLE AT 12" O.C.
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
BELOW ANCHOR TRENCH.
MAINTENANCE:
4.)
ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED
AND CLEANED IMMEDIATELY.
INSPECT PERIODICALLY OR
AFTER RAINSTORMS FOR
EROSION OR FAILURE. REPAIR
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY DITCH LINER
ALL WASHED OUT AREAS BY
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T-NE, B" DEPTH (TYPI
NOTES:
1. MANHOLES EXCEEDING 12'-0" DEPTH
MUST HAVE EXTENDED BASE SECTION
AND 6" MINIMUM WALL THICKNESS
2. ALL UNITS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH AND REINFORCED
EQUAL TO OR EXCEED AASHO SPEC.
M199-731(ASTM C478) PRECAST
REINFORCED CONCRETE MANHOLE
SECTIONS.
3. CONCRETE SMALL BE 4000 PSi
MINIMUM.
4. MANHOLE STEPS TO BE STEEL REINF.
PLASTIC OR EQUAL.
FLOW
CHANNEL
UP FROM CHAT
FLEX18LE RUBBER SLEEVE
BOOT W/ SST STRAP
MANHOLE WALL
6" THICK (MINIMUM)
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STD PRECAST CONCRETE MANHOLE
NOT TO SCALE
-MECHANICAL JOINT RESTRAINT
FOR APPROPRIATE MATERIAL
(solid sleeve for small deflections,
vertical bond otherwise)
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AT MECHANICAL JOINT FITTINGS. USE BENDS
AS NECESSARY TO LINE UP WITH DIRECT BURY
NOT TO SCALE
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BANK ANK STABILIZATION Q CO
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STCNE BASE
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DITCH IS 9"x9"
AND FILL IS TO BE COMPACTED.
8) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT
AS A VELOCITY
BREAK AND SILT TRAP.
C) CONTRACTOR MAY USE ALTERNATE
MATERIAL OR METHOD UPON
APPROVAL FROM
ENGINEER.
C.I. MANHOLE FRAME & COVER
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NOTES:
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IN ACCORDANCE WITH AND REINFORCED
EQUAL TO OR EXCEED AASHO SPEC.
M199-731(ASTM C478) PRECAST
REINFORCED CONCRETE MANHOLE
SECTIONS.
3. CONCRETE SMALL BE 4000 PSi
MINIMUM.
4. MANHOLE STEPS TO BE STEEL REINF.
PLASTIC OR EQUAL.
FLOW
CHANNEL
UP FROM CHAT
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(solid sleeve for small deflections,
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MINIMUM GRADE OF 1/8" PER FOOT O�OAO 0 .0. DRAWN BY:
TK
WYE CHECKED BY: (;WD
COMPACTED
#57 STONE PROJECT NO.:
-TAP TO BE MADE ON THE 6" DEEP STONE BED 2208-CR
TOP QUARTER OF THE MAIN DEPTH < 20 FEET - CLASS IIA!'BEDDING
9 UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE DATE:
® FILL PIPE TO SPRING LINE WITH NO. 57 OR 67 STONE JULY 2012
DEPTH a 20 FEET - CLASS "B" BEDDING SCALE:
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE
It FILL TO 6 INCHES ABOVE PIPE WITH NO. 57 OR 67 STONE
INSTALLATIONS THAT EXCEED 13 FEET DEPTH SHALL BE DIP AS SHOWN
SHEET 19 OF 23
SANITARY SEWER TAP & SERVICE
NOT TO SCALE 19
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TK
WYE CHECKED BY: (;WD
COMPACTED
#57 STONE PROJECT NO.:
-TAP TO BE MADE ON THE 6" DEEP STONE BED 2208-CR
TOP QUARTER OF THE MAIN DEPTH < 20 FEET - CLASS IIA!'BEDDING
9 UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE DATE:
® FILL PIPE TO SPRING LINE WITH NO. 57 OR 67 STONE JULY 2012
DEPTH a 20 FEET - CLASS "B" BEDDING SCALE:
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW PIPE
It FILL TO 6 INCHES ABOVE PIPE WITH NO. 57 OR 67 STONE
INSTALLATIONS THAT EXCEED 13 FEET DEPTH SHALL BE DIP AS SHOWN
SHEET 19 OF 23
SANITARY SEWER TAP & SERVICE
NOT TO SCALE 19

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NOTES: STANDARD THRUST BLOCKING
1.} THRUST BLOCKING SHALL BE USED AT BENDS, TEES, OR WHERE DIRECTED BY ENGINEER.
2.) CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL
BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE.
3.) CONCRETE SHALL BE 3000 PSI MINIMUM.
4.) CONCRETE SHALL NOT ENCASE OR CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
WRAP PIPE WITH 4 ML POLYETHYLENE PLASTIC TO PREVENT BOND.
CONCRETE THRUST BLOCK SCHEDULE*
PIPE
BEND
DESIGN
SIZE
(IN)
90° TEE
450
22 1/20
11 1/4*
PLUG
950
PRESSURE
(PSI)
H
I L
H
L
H
L
H
L
C
D
4
1.0
2.0
0.7
1.4
0.5
1.0
0.3
0.7
0.5
1.0
100
6
1.4
2.8
1.0
2.1
0.7
1.5
0.5
1.0
0.8
1.5
100
8
1.8
3.7
1.4
2.7
1.0
1.9
0.7
1.4
1.0
2.0
100
12
2.7
5.4
2.0
4.0
1.4
2.8
1.0
2.0
1.4
2.3
100
16
3.6
7.1
2.6
5.2
1.9
3.7
1.3
2.6
1.8
2.5
100
20
4,5
9.0
3,3
6.6
2.5
4.8
1.6
3.3
2.0
3.5
100
24
5.3
10.5
3.9
7.7
2.8
5.5
2.0
3.9
2.3
4.0
100
30
6.5
13.1
4.8
9.6
3.4
6.9
2.4
4.9
3.0
5.0
100
36
7.8
15.6
5.8
11.5
4.1
8.2
2.9
5.8
3.5
6.0
100
42
9.1
18.2
6.7
13,4
4.8
9.5
3.4
6.8
4.0
8.0
100
48
10.4
20.7
7.6
15.3
5.4
10.9
3.9
7.7
4.5
9.0
100
* BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2000 PSF USING SAFETY FACTOR OF 1.5
UNDISTURBED
EARTH
TRENCH WIDTH
(O.D. + 18" MIN) 12"
I
CLASS B
�So CONCRETE
( � N
I
--------- - - --
S
I
t
TYPICAL SECTION
TEE OR BEND
TYPICAL PLUG
R
J
1/2 L 1 2 L CLASS B '2<
a I CONCRETE /
i
0 UNDISTURBED
» i EARTH ,/ y
a- I
/ <
-- - - - - -- - -- --- - - - - -- - - - - -- -- -- - - - - -- /
I
I I
I UNDISTURBED
i WRAP PIPE WITH 4 ML i EARTH
POLYETHYLENE PLASTIC I
TO PREVENT BOND ?
EXIST
- PIPE
W
t�k 41
�QW�W
�
j Q
PLAN - TEE
Ii
STANDARD THRUST BLOCKING
20 NOT TO SCALE
NOTE: NO ENCASEMENT REQUIRED FOR
PROPOSED PIPELINE PROPOSED PIPELINE
OVER EXIST PIPE UNDER EXIST PIPE
78\TYPICAL PIPE CROSSING
20 NOT TO SCALE
EXIST
T- PIPE
8» MIN
12" Max
STEEL ENCASEMENT PIPE
8" STEEL PLATE STRAP
2 -3/4" x 4" BOLTS
W/ HEX NUTS EA
SIDE OF SPIDER
10"
CASING SECTION
STEEL ENCAS` ......
PIPE
STEEL PLATE
SHOE
8" STEEL PLATE
NOTES
1. FIELD MODIFY AS REQUIRED TO PROVIDE
DESIGN SLOPE IN CARRIER PIPE,
CA
2. STEEL ENCASEMENT TO BE INSTALLED IN
ACCORDANCE WITH DESIGN PLANS, ALL
3. REVISIONS OR MODIFICATIONS ARE SUBJECT
TO APPROVAL. MAX ALLOWABLE DEVIATION FOR
GRAVITY SEWER CARRIER (SEE SPECS)
SPIDER ASSEMBLY NOT REQUIRED FOR SERVICE
LATERAL ENCASEMENTS.
3 -STEEL SPIDER ASSEMBLIES REQUIRED
AS SHOWN PER JOINT OF CARRIER PIPE
SEAL CASING PER SPECS
END ELEVATION
2 PIPE ENCASEMENT
20 NOT TO SCALE
PAVEMENT
SEE NOTE BELOW
E STRAP EXIST.
PAVEMENT z
: W
z 3
TOP OF PIPE w
CASING 0 m Ld
INSTALLATION OF PIPE LINE AT CULVERT
NOT TO SCALE
NOTES:
1) CASING PIPE SHALL EXTEND FROM CENTER OF DITCH
TO CENTER OF DITCH AND A MINIMUM OF 5' FROM
EDGE OF PAVEMENT.
2) MINIMUM DEPTH BELOW FINAL DITCH GRADE IS 2 FT.
3 TYPICAL BORING DETAIL
20 NOT TO SCALE
NoTm
1. ALL BACKFlLL MATERIAL SHALL BE SUITABLE NATIVE MA7IERIAL
TOTAL RADIAL
& FOR DEEP TRENMES REQUIRING SHORING. ANA SRACIN% DIWUMONS SWU.L BE
4t1 PIPE
TAKEN FROM 1H E INSIDE FACE OF 1HE SHORING AND BRAS W9.
8" PIPE
6° LIFTS IN TRAFFIC 29iEJ►S AND
OF 8 IN NON-TRAFFIC AREAS.
11 -1/4* BEND
4. NO ROCKS OR BOULDERS 4' OR LARGER SHALL BE USED JIM IN11AL SAOKFlLL
950
& BACKFTLL OOMPAC70 TO TOP OF PIPE. ACHIEVE BOX STANDARD PROCTOR
3,500
COMPACTIOK
FINAL,
0. SELECT BACMLL MATERIAL SWILL BE USED IN .ALL LOOCTIONS:WHERE
3,000
EXCAVATED. MATERIAL IS DETERMINM 11 Y. 1HE:ENGINEER/Li.►A!lSTRUCRON
30* BEND
OBSERVER, IO.BE1NiSLNTABLE'FOR BAOKFILLINM ACHIEVE'90;STANDARD
IN
LAYERS/
PROCM- :CW,ACIION'1N.NON- TRAFFlC AIi.44 AHA W% 0•MAARD
9,500
COMPACTION IN 7RAFFlC AREAS.
& BOX 1
7. ALL 10CHING.AM VICAVAIION-SIIALL 11E.:IN.A000RDANCE..WI H IHE LATEST
E'DITION:OF TIE.NORTH CAROLINA o0Ct1PA1I0NA1 :sAFE1V. ANA.tEA1.1H
STANDARDS FOR .THE CQHN3RTUCTIONiNDIJ5IRY MAMIAi..
8. NO BOULDERS B' IN DIAMETER OR LARGER SHALL SE USEI1.
TYPICAL DUCTILE IRON PIPE
TRENCH AND BEDDING
20
NOT TO SCALE
AS NOTED-
NINE
NEW PIPE LINE GRADE NEW PIPE LINE
:.
/-�
STATE ROAD 1i �_ - - - -- ULVERT
I
14 LF MIN. CULVERT
SILT FENCE AS NOTED- =12" MIN
REQ'D PLAN
PROF,IL
,
CONDITION 1
?RACER
=18" MIN FOR CROSSING
TAMPED :IN
OF SANITARY SEWER
14 LF MIN.
PIPE LINE OVER C U.L V'E R T
SILT FENCE
Ir LAYERS \�/
REQ'D
PLAN
/fee` PIPE BEDOIN% CLASS i
GRAOIE
AS NOTED
NEW PIPE LINE ULVERT
#57.OR #87 WASHED
% l TONE COMPACTED
Ai
- - -- -- - - - - --
STATE ROAD
AS TOP OF
NOTED NEW PIPE LINE
'ULVERT
•12" MIN
e�
PRQFIL
eree< PROCTR
CONDITION 2
�� /j
08" MIN FOR CROSSING
\ °�\
PIPE GRADE
PIPE LINE UNDER CULV';ERI OF SANITARY SEWER
20 TONS CLASS B
RIP RAP REO'D
O' MIN. FROM WINGWALL
14 LF MIN. SILT FENCE (EACH SIDE) CULVERT
AS NOTED
PERPENDICULAR TO PIPE a TOP OF BANK GRADE
NEW PIPE LINE ONC. ENCASEMENT
SEE DETAIL
STA
E ROAD - - ---
- - - - --
ILj� ----
CULVERT AS NOTED NEW PIPE LINE
�
51 OTED ON OTHERWISE
CONDITION 3 4.0' MIN. PROFILE
PIEE
LINE AROUND END OF CULVER
INSTALLATION OF PIPE LINE AT CULVERT
NOT TO SCALE
NOTES:
1) CASING PIPE SHALL EXTEND FROM CENTER OF DITCH
TO CENTER OF DITCH AND A MINIMUM OF 5' FROM
EDGE OF PAVEMENT.
2) MINIMUM DEPTH BELOW FINAL DITCH GRADE IS 2 FT.
3 TYPICAL BORING DETAIL
20 NOT TO SCALE
+
+
GK2lES:.
1. TYPICAL FOR PIPE DEPTHS OF 3' TO 14'. FOR DEPTHS GREATER THEN 14'
THE INITIAL: BACKFILL SHALL., BE SAME MATERIAL. AS PIPE .BEDDING MATERIAL.
ALL TRENCNS 20' OR t3REAIER tHALLDE -0UCTILE IRON PIPE.
2 FOR:. DEEP TRENC E'S- RE0004:SHORING:AM? BRACIN,% DIMENSIONS SHALL BE
TAKEN FROM TFIE INSIDE FACE OF THE:SMORINGAM).BRACINR
3. STONE BEDDING FOR PVC WATER:' MAINSSHIN.L BE- REOLNRED.WHERE
UNSUITABLE. amsu (FACE: CommONS COST AS :DIRECTED :BY TFE e O NEM
4. N0 ROCKS OR BOINAERS 4' OR LARGER SHALL BE USED IN INITIAL BACKFILL.
4. SELECT BACKFILL MATERIAL SHALL BE.USED. IN. ALL LOCATIONS WHERE
EXCAVATED 'MATE'RIAL'IS DETOWNED.:. BY: THE :ENGINEER /CONSTRUC710N
OBSERVER, To BE UNSUITAEILE 'FOR' SACKFILLINIX
B. ALL TRENCHING AND EXCAVATION SHALL BEJN ACCORDANCE VATH THE LAIEST
EDITION -OF THE NORIHiCCAROLINA OCCIIRATIONAI::'SAFETY AND HEALTH
STANDARDS 'FOR IHE OONISTRUCIION:INDUSTRY MANUAL
TYPICAL PVC PIPE TRENCH
s AND BEDDING
20 l NOT TO SCALE
FINISH GRADE
1' -0" MIN. "C"
i
REINFORCING
4 *5 U BARS
4 *4 CROSS BARS
MAXIMUM ANGLE 30A
' SIZE OF CONCRETE BLOCK OR CUBIC
FEET OF CONCRETE:
TOTAL RADIAL THRUST- g T
WEIGHT, C.F. OF CONCRETE 150
11/'.11
VERTICAL THRUST E
NOT TO SCAL
1
F. ICI 1' -0" MIN.
VERTICAL BENDS - THRUST 150 P.S.I.
ANGLE
TOTAL RADIAL
PLANS AND SPECS
4t1 PIPE
6" PIPE
8" PIPE
121' PIPE
11 -1/4* BEND
750
950
1,700
3,500
-
FINAL,
BACKFILL NCIUtXJMPAGiED
3,000
/,
30* BEND
TAMPED
le
IN
LAYERS/
4,000
9,500
M.J.D.I. WYE &
& BOX 1
UNDISTURBED EARTH
1
�- -
-- -
e/
K/i
..
:.
/-�
�/i % #12. COPPER
/ WIRE
INITIAL BACKFlLL `//
,
�._
?RACER
TAMPED :IN
Ir LAYERS \�/
PLAN
/fee` PIPE BEDOIN% CLASS i
TOP OF PIPE�e/
#57.OR #87 WASHED
% l TONE COMPACTED
BLOCKING
PRCOawn
eer
PIPE BEDDING
eree< PROCTR
�� /j
qq,, o
\ °�\
PIPE GRADE
+
+
GK2lES:.
1. TYPICAL FOR PIPE DEPTHS OF 3' TO 14'. FOR DEPTHS GREATER THEN 14'
THE INITIAL: BACKFILL SHALL., BE SAME MATERIAL. AS PIPE .BEDDING MATERIAL.
ALL TRENCNS 20' OR t3REAIER tHALLDE -0UCTILE IRON PIPE.
2 FOR:. DEEP TRENC E'S- RE0004:SHORING:AM? BRACIN,% DIMENSIONS SHALL BE
TAKEN FROM TFIE INSIDE FACE OF THE:SMORINGAM).BRACINR
3. STONE BEDDING FOR PVC WATER:' MAINSSHIN.L BE- REOLNRED.WHERE
UNSUITABLE. amsu (FACE: CommONS COST AS :DIRECTED :BY TFE e O NEM
4. N0 ROCKS OR BOINAERS 4' OR LARGER SHALL BE USED IN INITIAL BACKFILL.
4. SELECT BACKFILL MATERIAL SHALL BE.USED. IN. ALL LOCATIONS WHERE
EXCAVATED 'MATE'RIAL'IS DETOWNED.:. BY: THE :ENGINEER /CONSTRUC710N
OBSERVER, To BE UNSUITAEILE 'FOR' SACKFILLINIX
B. ALL TRENCHING AND EXCAVATION SHALL BEJN ACCORDANCE VATH THE LAIEST
EDITION -OF THE NORIHiCCAROLINA OCCIIRATIONAI::'SAFETY AND HEALTH
STANDARDS 'FOR IHE OONISTRUCIION:INDUSTRY MANUAL
TYPICAL PVC PIPE TRENCH
s AND BEDDING
20 l NOT TO SCALE
FINISH GRADE
1' -0" MIN. "C"
i
REINFORCING
4 *5 U BARS
4 *4 CROSS BARS
MAXIMUM ANGLE 30A
' SIZE OF CONCRETE BLOCK OR CUBIC
FEET OF CONCRETE:
TOTAL RADIAL THRUST- g T
WEIGHT, C.F. OF CONCRETE 150
11/'.11
VERTICAL THRUST E
NOT TO SCAL
1
F. ICI 1' -0" MIN.
VERTICAL BENDS - THRUST 150 P.S.I.
ANGLE
TOTAL RADIAL
THRUST - LBS.
4t1 PIPE
6" PIPE
8" PIPE
121' PIPE
11 -1/4* BEND
750
950
1,700
3,500
22 -1/2* BEND
1,000
1,800
3,000
7,500
30* BEND
1,250
2,500
4,000
9,500
811
SECTION H`C -C'I
10 VERTICAL THRUST BLOCK
20 NOT TO SCALE
4" CHECK VALVE \ \\
14" BLIND
FLANGE
CONC. PAD 4'x 4'v, 12" THK. - --
AROUND VALVE CONC.FAD
I(2'° ABOVE GRADE? 12 MA
12" MAX.
01 %0 N,\N
% / /,je % / /// /�.• •. •• / fir./ f '' ,• �.
14" D.l. PIPE
14" D.I. PIPE j VALVE BOX
(PE x PE) c j c (FL x PE)
v
s 14" D.I. PIPE
14 "x14 "x14" WYE (PE x PE)
•'"�CONC. THRUST
BLOCKING
14" M.J.D,I, 45' BEND
M.J. RETAINER GLAND 1'- " x i` 2 °' x 4' R\\
(FOR RESTRAINT, THY. CONG. PAD CONC. THRUST
TYP, OF 7) SECTION BLOCKING
4 PIG LAUNCHER /BYPASS PUMP CONNECTION
zl
LLJ
cc
2 /2" WATER CONNECTION
-W/ 2/2" HYDRANT THREAD
NIPPLE & CAP
® 2 1/2" BRONZE
BALL VALVE
4" BLIND FLANGE W/
-"" 2/2" THREAD TAP
- 4" SPOOL PIECE
14" X 4" WYE
NOT TO SCALE
2 RINGS OF *3
BAR AS
FINISHED
GRADE
14" DIP
23" DIP,.
b
SAND FILL
MINIMUM 3000 PSI
CONCRETE PAD
(PRECAST CONCRETE AT
CONTRACTOR'S OPTION)
VALVE BOX
1' -2" x V -2" CONCRETE PAD TO BE
POURED SO THAT NO FITTINGS OR
FLANGES ARE COVERED. THIS WILL
APPLY TO ALL VALVES AT ALL
LOCATIONS.
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UNDISTURBED NOTES: ��'
TRENCH WALL ��SS��� '•�;
I NEW TAPPING
SLEEVE ALL FITTINGS SHALL BE COVERED SEAL
NEW TAPPING WITH 10 MIL. POLYETHYLENE SHEETS
VALVE PRIOR TO POURING CONCRETE BLOCKING
CONCRETE c ALL BACKFILL TO 2' -0" ABOVE PIPE'
BLOCKING o ' SHALL BE A MIN. OF 951 STANDARD fit;: L *do6''
PROCTOR
PVC PIPES SHALL BE SUPPORTED EITHER DESIGNED BY:
SIDE OF SADDLE LOCATION WTH CONCRETE CLP
ENCASEMENT PRIOR TO INSTALLING SADDLE DRAWN BY:
i PLAN TK
UNDISTURBED CHECKED BY:
TRENCH WALL NEW TAPPING CWD
I VALVE
NEW TAPPING PROJECT NO.:
SLEEVE 2208 -CR
DATE:
CONCRETE --�-. t JULY 2012
BLOCKING G CRUSHED STONE
(SEE CHART SCALE:
FOR SIZING) BEDDING .
PIER UNDISTURBED AS SHOWN
BOTTOM
ELEVATION
SHEET 20 OF 23
11 TAPPING. SLEEVE AND VALVE
20 NOT TO SCALE 20
Nftwolol
4'x4'x12" THK.
PAD
`\ 14" D.i, FORCE MAIN
�CONC. P
- �
ee 14 "x14 "x14" 1
14" GATE V
VALVE 1
1
M.J.D.I. WYE &
& BOX 1
1
�- -
-- -
- ; -
-
/-�
v
PLAN
CONC. THRUST
BLOCKING
CONC. PAD 4'x 4'v, 12" THK. - --
AROUND VALVE CONC.FAD
I(2'° ABOVE GRADE? 12 MA
12" MAX.
01 %0 N,\N
% / /,je % / /// /�.• •. •• / fir./ f '' ,• �.
14" D.l. PIPE
14" D.I. PIPE j VALVE BOX
(PE x PE) c j c (FL x PE)
v
s 14" D.I. PIPE
14 "x14 "x14" WYE (PE x PE)
•'"�CONC. THRUST
BLOCKING
14" M.J.D,I, 45' BEND
M.J. RETAINER GLAND 1'- " x i` 2 °' x 4' R\\
(FOR RESTRAINT, THY. CONG. PAD CONC. THRUST
TYP, OF 7) SECTION BLOCKING
4 PIG LAUNCHER /BYPASS PUMP CONNECTION
zl
LLJ
cc
2 /2" WATER CONNECTION
-W/ 2/2" HYDRANT THREAD
NIPPLE & CAP
® 2 1/2" BRONZE
BALL VALVE
4" BLIND FLANGE W/
-"" 2/2" THREAD TAP
- 4" SPOOL PIECE
14" X 4" WYE
NOT TO SCALE
2 RINGS OF *3
BAR AS
FINISHED
GRADE
14" DIP
23" DIP,.
b
SAND FILL
MINIMUM 3000 PSI
CONCRETE PAD
(PRECAST CONCRETE AT
CONTRACTOR'S OPTION)
VALVE BOX
1' -2" x V -2" CONCRETE PAD TO BE
POURED SO THAT NO FITTINGS OR
FLANGES ARE COVERED. THIS WILL
APPLY TO ALL VALVES AT ALL
LOCATIONS.
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UNDISTURBED NOTES: ��'
TRENCH WALL ��SS��� '•�;
I NEW TAPPING
SLEEVE ALL FITTINGS SHALL BE COVERED SEAL
NEW TAPPING WITH 10 MIL. POLYETHYLENE SHEETS
VALVE PRIOR TO POURING CONCRETE BLOCKING
CONCRETE c ALL BACKFILL TO 2' -0" ABOVE PIPE'
BLOCKING o ' SHALL BE A MIN. OF 951 STANDARD fit;: L *do6''
PROCTOR
PVC PIPES SHALL BE SUPPORTED EITHER DESIGNED BY:
SIDE OF SADDLE LOCATION WTH CONCRETE CLP
ENCASEMENT PRIOR TO INSTALLING SADDLE DRAWN BY:
i PLAN TK
UNDISTURBED CHECKED BY:
TRENCH WALL NEW TAPPING CWD
I VALVE
NEW TAPPING PROJECT NO.:
SLEEVE 2208 -CR
DATE:
CONCRETE --�-. t JULY 2012
BLOCKING G CRUSHED STONE
(SEE CHART SCALE:
FOR SIZING) BEDDING .
PIER UNDISTURBED AS SHOWN
BOTTOM
ELEVATION
SHEET 20 OF 23
11 TAPPING. SLEEVE AND VALVE
20 NOT TO SCALE 20
Nftwolol
NOT TO SCALE
2 RINGS OF *3
BAR AS
FINISHED
GRADE
14" DIP
23" DIP,.
b
SAND FILL
MINIMUM 3000 PSI
CONCRETE PAD
(PRECAST CONCRETE AT
CONTRACTOR'S OPTION)
VALVE BOX
1' -2" x V -2" CONCRETE PAD TO BE
POURED SO THAT NO FITTINGS OR
FLANGES ARE COVERED. THIS WILL
APPLY TO ALL VALVES AT ALL
LOCATIONS.
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UNDISTURBED NOTES: ��'
TRENCH WALL ��SS��� '•�;
I NEW TAPPING
SLEEVE ALL FITTINGS SHALL BE COVERED SEAL
NEW TAPPING WITH 10 MIL. POLYETHYLENE SHEETS
VALVE PRIOR TO POURING CONCRETE BLOCKING
CONCRETE c ALL BACKFILL TO 2' -0" ABOVE PIPE'
BLOCKING o ' SHALL BE A MIN. OF 951 STANDARD fit;: L *do6''
PROCTOR
PVC PIPES SHALL BE SUPPORTED EITHER DESIGNED BY:
SIDE OF SADDLE LOCATION WTH CONCRETE CLP
ENCASEMENT PRIOR TO INSTALLING SADDLE DRAWN BY:
i PLAN TK
UNDISTURBED CHECKED BY:
TRENCH WALL NEW TAPPING CWD
I VALVE
NEW TAPPING PROJECT NO.:
SLEEVE 2208 -CR
DATE:
CONCRETE --�-. t JULY 2012
BLOCKING G CRUSHED STONE
(SEE CHART SCALE:
FOR SIZING) BEDDING .
PIER UNDISTURBED AS SHOWN
BOTTOM
ELEVATION
SHEET 20 OF 23
11 TAPPING. SLEEVE AND VALVE
20 NOT TO SCALE 20
Nftwolol
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00#00 Y.YYYY" ft
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UNDISTURBED NOTES: ��'
TRENCH WALL ��SS��� '•�;
I NEW TAPPING
SLEEVE ALL FITTINGS SHALL BE COVERED SEAL
NEW TAPPING WITH 10 MIL. POLYETHYLENE SHEETS
VALVE PRIOR TO POURING CONCRETE BLOCKING
CONCRETE c ALL BACKFILL TO 2' -0" ABOVE PIPE'
BLOCKING o ' SHALL BE A MIN. OF 951 STANDARD fit;: L *do6''
PROCTOR
PVC PIPES SHALL BE SUPPORTED EITHER DESIGNED BY:
SIDE OF SADDLE LOCATION WTH CONCRETE CLP
ENCASEMENT PRIOR TO INSTALLING SADDLE DRAWN BY:
i PLAN TK
UNDISTURBED CHECKED BY:
TRENCH WALL NEW TAPPING CWD
I VALVE
NEW TAPPING PROJECT NO.:
SLEEVE 2208 -CR
DATE:
CONCRETE --�-. t JULY 2012
BLOCKING G CRUSHED STONE
(SEE CHART SCALE:
FOR SIZING) BEDDING .
PIER UNDISTURBED AS SHOWN
BOTTOM
ELEVATION
SHEET 20 OF 23
11 TAPPING. SLEEVE AND VALVE
20 NOT TO SCALE 20
Nftwolol

W
Q NOTESs
1. MANHOLE STEPS SHALL BE PLACED
W 16" O.C. WHEN DEPTH OF MANHOLE
EXCEEDS 5 FEET.
2. SEWAGE COMBINATION AIR VALVE MUST
BE PRESSURE VALVE WITH BACKFLUSHING
ATTACHMENTS.
3. FORCE MAIN SHALL BE DUCTILE IRON
PIPE THROUGH THE MANHOLE.
4.MANHOLE TO BE COATED W/ ONE
COAT OF BITUMASTIC BLACK PAINT.
W
ti
LQ
LQ
�L4-JGfe§
°QW�w
t* le§ �
VARIABLE
811
TYPICAL CONCRETE FOOTING —
(3000 P.S.I. CONCRETE)
STANDARD MANHOLE RING AND COVER
FINISHED GRADE
4' PRECAST
CONC. MANHOLE
SEWAGE COMBINATION
AIR VALVE SIZED
FOR THE PROPOSED
USE
f
DRAIN PORT — PROVIDE
Lu
1. PAVEMENT ON NON -STATE ROADS 2. OPEN CUT OF NCDOT ROADWAYS
DRAWN BY:
SHALL BE REPAIRED WITHIN A WILL NOT BE ALLOWED WITHOUT
POSITIVE DRAINAGE OUT
ENCLOSURE
CHECKED BY:
HEAT TAPE
THE DATE THE CUT WAS MADE. DISTRICT ENGINEER OF AS INDICATED
Q
OF
(k*NIMUM TWICE 1HE
'"
OVER
DEVICE
ENIM
U
>
C B
SIZE OF RPM
VAAYLVL E
12"
SHALL BE I i I
(-)cn
SAW CUT TO
8" MIN.
2
PROVIDE A
z
CLEAN EDGE
a
(TYP.)
77
m oo
Z
ASPHALT PRIVATE
ASPHALT
cc
w
PAVED ROADS UNPAVED ROADS PAVED
DRIVE
u
(NON -STATE ROADS)
A. AREA TO BE TAMPED.
G9
EXIST.
B. 6" CRUSHED (ABC) STONE. 12" G H 12" PAVE— M+EENT 12 "' E 12'
•+
,f 3000 PSI CONCRETE
MMIMuM a•
�1
uv-
WN Y
ANNULAR: AREA
D. 8" CRUSHED (ABC) STONE. r
SLAB. aMENSONS.PER
E. NEW CONCRETE { /z" THICKER
BOX MANUFACTURER OPENING
THAN EXISTING CONCRETE, BUT I
NEAREST
SPEORCA71ONS
NO CASE LESS THAN 6 INCHES A
JOINT IS
FLOW �•►
Fl.a�w; -�•►
NOTES:
1) REDUCED PRESSURE PRINCIPLE BACKFLOW
5) 120V GFCI EL.EC13RICAL RECEPTACLE
PREVENTION ASSEMBLY SHALL COMPLY
TO BE INSTALLED IN ACCORDANCE WITH
WITH ASSE 1013 & AWWA C511.
THE NC ELECTRICAL CODE FOR
2) BACKFLOW PREVENTION ASSEMBLY SHALL
OUTDOOR OPERATION.
BE INSTALLED WITHIN 5 –FT OF THE METER BOX.
6) PIPE MATERIAL SHALL BE PVC
3) BACKFLOW PREVENTION ASSEMBLY SHALL
(SCH. 80 OR BETTER).
BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS
COPPER (TYPE X) OR BRASS (ASTM 1343).
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE.
7) INSTALLATION SHALL BE IN
4) MINIMUM INSULATED CLASS I OR CLASS 11,
COMPLIANCE WrrH ALL APPLICABLE CITY
ASSE 1060 WEATHERPROOF ENCLOSURE
ORDINANCES AND SPECIFICATIONS IN
REQUIRED (HEATING OPTIONAL).
ADDITION TO THE NC PLUMBING CODE.
8) PROPERTY OWNER SHALL BE RESPONSIBLE
FOR MAINTENANCE AND OPERATION OF
COMPACTED TO 95/.
BACKFLOW ASSEMBLY AND COMPLIANCE
WITH REPORTING AND TESTING REQUIREMENTS.
5 1" RPZ BACKFLOW ASSEMBLY
21 7 NOT TO SCALE
21 j NOT TO SCALE
NOTES
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1. PAVEMENT ON NON -STATE ROADS 2. OPEN CUT OF NCDOT ROADWAYS
DRAWN BY:
SHALL BE REPAIRED WITHIN A WILL NOT BE ALLOWED WITHOUT
TK
CHECKED BY:
MAXIMUM OF THREE (3) DAYS FROM PRIOR APPROVAL FRGM THE NCDOT
THE DATE THE CUT WAS MADE. DISTRICT ENGINEER OF AS INDICATED
Q
EXIST. ON DRAWING.
2208•CR
z
PAVEMENT
U
F D
D—►I
C B
a
12" 1212" "t 12" 12"
PAVEMENT 12 h.—
12"
SHALL BE I i I
(-)cn
SAW CUT TO
2
PROVIDE A
z
CLEAN EDGE
a
(TYP.)
77
m oo
Z
ASPHALT PRIVATE
ASPHALT
cc
w
PAVED ROADS UNPAVED ROADS PAVED
DRIVE
u
(NON -STATE ROADS)
A. AREA TO BE TAMPED.
G9
EXIST.
B. 6" CRUSHED (ABC) STONE. 12" G H 12" PAVE— M+EENT 12 "' E 12'
C. 2" BITUMINOUS CONCRETE
SURFACE COURSE SF 9.5A e.
D. 8" CRUSHED (ABC) STONE. r
E. NEW CONCRETE { /z" THICKER
12" MIN. OR TO
THAN EXISTING CONCRETE, BUT I
NEAREST
JOINT IF
NO CASE LESS THAN 6 INCHES A
JOINT IS
WITHIN
THICK.
5' -0" OF
CUT.
F. 2.5" BITUMINOUS CONCRETE SURFACE (
O;.'.:>:.
PROVIDE
JOINT AT
EXPANSION
EDGE OF
COURSE TYPE SF 9.5A
EXISTING
CONCRETE
G. 2" BITUMINOUS CONCRETE SURFACE ASPHALT PRIVATE PAVED ROADS
CONCFETE DRIVE
COURSE TYPE S 9,513. ( NCDOT STATE ROADS)
H.6" B 25.013 BITUMINOUS CONCRETE
BASE COURSE. NOTE: SEE SPECIFICATIONS
L CLASS "1" MATERIAL FOR GRAVEL DRIVES.
PLACED @ 6" THICK LAYERS
COMPACTED TO 95/.
s PAVEMENT REPLACEMENT
21 j NOT TO SCALE
I�
Y9%URE POSITIVE DRAINAGE THE VAULT
SHOULD BE TIED INTO THE EXISTING STORM
DRAINAGE SYSTEM WHEN POSSIBLE.
10'_0"
S E& UD
P P
010.
Kv,14$
PPPPP
0 0 0 o P PULL SLOT (2)
vvvv
oP
COVE R
as
MATERIAL SHALT.'
BE LIGHT- WEIGHT .5
)LYMER CONCRETE
r�ra
DIMENSIONS CINCHES)
A I B
18 W. 30 I /a..
MOUSE HOLES (2)
4 11x 4" OPENING
WITH 4 "x4" KNOCKOUT
ABOVE OPENING
TD 1" METER INSTALLATION AND VAULT
NOT TO SCALE
10' -0"
12" 10" (TYP.)
s CHAIN LINK FENCE
21 NOT TO SCALE
6" STEEL PIPE FILLED WITH
CONCRETE ROUNDED OFF AT TOP
(PAINT 70 AVOID CORROSION,
�, coLOR� �ELLOw)
CONC. SLAB OR - -
FINISHED GRADE
FINISHED GRADE
p p
q, '•. .• q, •gip. q, •'••
• q•
K) q �••
•q
12" D.A. MIN.
` CONCRETE
12"
10 TYPICAL BOLLARD
21 1 NOT TO SCALE
GALV.CHAIN LINK
FABRIC
GATE POST
(TYP.)
FINISHED
GRADE —
1" SERVICE LINE
ILE
a WATER SERVICE CONNECTION
21 NOT TO SCALE
12'- 0" _(TYP .)) 2" (MAX.)
Ilk
I— BARB WIRE (TYP.)
I•. .:J 10 I N V)
I it _I
12"
0
o �
v
iv
LI
=III GATE FRAME (TYP.)
CONCRETE FILL
(TYP.ALL POSTS) —► 1 f i
il.. I- I • -, i
1. i
I i
L —_ —J
7 DOUBLE SWING GATE
V-2-17-
1 NOT TO SCALE
SIPHOr
15 11 x15 "x4 "1
CONCRETE PAD
1
V
v)
Mz
. V,
;E, BIBB SHALL Lu
:OMMODATE STD. aL:
GARDEN HOSE.
4 NON — FREEZE YARD HYDRANT
21 NOT TO SCALE
VARIES I 4 ° -0"
CUT SECTION
18' -0"
9° -0"
SLOPE AT 1/4:12 SLOPE AT 1/4:12
F-- I --- 12:1
FILL SECTION
8" AGGREGATE BASE COURSE
COMPACTED SUB —GRADE
s TYPICAL GRAVEL DRIVE
21 j NOT TO SCALE
Z
Z
Y
Li
Q
z
I
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Z
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to
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FOR CONSTRUCTION
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DESIGNED BY:
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CLP
DRAWN BY:
TK
CHECKED BY:
cli
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N(..; T IS LE D
FOR CONSTRUCTION
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DESIGNED BY:
CLP
DRAWN BY:
TK
CHECKED BY:
CWD
PROJECT NO.:
2208•CR
DATE:
JULY 2012
SCALE:
AS SHOWN

t§
Q
i
0
0
W
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N
TVSS
INTERSYSTE
BONDING
TERMINATION
ENCLOSURE
AREA LIGHT: G.E. CATALOG NO.
M2AR15S1H2LMS41 W /PE SWITCH
OR EQUAL
1- 1/2" CONDUIT
25' TREATED,
CLASS 5
WOOD POLE
1 1/2" TO 3/4"
REDUCING BUSHING
PROVIDE GUY
STRAND WITH 8'
LONG YELLOW GUY
GUARD AND SCREW
ANCHOR IF REQUIRED
TO STABILIZE POLE.
2 #12, 1 #12G-3/4'
O
U)
24" MIN.
ALL CONDUIT-
.,
co
MAIN
DISCONNECT
SWITCH
ATS
PANEL
LP
WIRING TROUGH
PUMP CONTROL
PANEL
j' BOLT EQUI ME T TO
PAD AS
RECOMMEN ED BY
MANUFACT E
I
MOUNTING RACK EQUIPMENT LAYOUT
SCALE: 3/4" - T- 0"
200A, 480Y/277V, 3PH, 4W
SERVICE DROP BY
UTILITY COMPANY
MAIN 'DI'SCONNECT
SWITCH 2O0A, 200AF, 3P,
4 #3/0 -3 "C SN, 600V, NEMA 4X,
SUITAELE FOR USE AS
SERVICE EQUIPMENT —
METER BASE
4 #3/0 -3 "C. PROVIDE
CONCRETE ENCASEMENT,
SEE DETAIL 2 /E1
PROVIDE CONCRETE ENCASE�,IENT, SEE DETAIL 2 /E1
► LP -2
AUTOMATIC TRANSFER
SWITCH 2O0A, 3P,
480Y /277V,NEMA 4X
4 #4/0. 1 #4G-2.5 "C —�
TVSS
WITH
DISCONNECT MAIN
DISC,
SWITCH
4 #6,
1 *6G-
0 o C
*4G-
3/4"
GROUND ROD
METAL WATER PIPE
(DI FORCE MAIN IF GROUND ROD:
NO WATER PIPE PROVIDE #6 IN
AVAILABLE), SEE 3/4 "C FROM PANEL
DETAIL 6/E7 LP TO GROUND ROD.
KEYED NOTES:
0 COORDINATE REQUIREMENTS OF SCADA EQUIPMENT WITH SCADA SUPPLIER (PRIOR TO ROUGH -IN. 3
® PROVIDE LOAD SIDE LUGS UL APPROVED FOR CONNECTION OF TWO CONDUCTORS E1
PER PHASE; TVSS CIRCUIT CONDUCTORS AND SERVICE FEEDER CONDUCTORS.
Q 3/4 "C TO GENERATOR CONTROL PANEL.
® SEE EQUIPMENT MOUNTING RACK DETAIL, 2/E5.
3 #10, 1 #10G-
3/4"C
E PAN
' LP
LP -6
RTU
FLOW
XMTR
PUMP STATION CONTROL PANEL
NOTE: EQUIPMENT 'SIZES SHOWN ARE BASED UPON
EQUIPMENT USED AS BASIS OF DESIGN. IF EQUIPMENT
ACTUALLY USED DIFFERS IN SIZE FROM THAT SHOWN,
ADJUST MOUNTING '.RACK DIMENSIONS AS REQUIRED.
SERVICE LIGHT: ILITHONIA # DMW
2 32 120 GEBUDIS OR EQUAL
WIRING TROUGH,
6" X &` X 96 ", NEMA 4X
ALAIRM HORN
/7ALARlM LIGHT
0
WIRING TROUGH
2 #12,
2
1 #6G -11C *12G,
3/4 "C
O RTU
PUMP CONTROL L-i-
PANEL
0
— WEATHERPROOF
TOGGLE SWITCH
GROUND FAULT
WEATHERPROOF DUPLEX
RECEPTACLE
1 -1/2 "C BY EC, CABLE BY
SCADA CONTRACTOR.
STUB 2'BEYOND PAD FOR
FUTURE EXTENSION TO
r— ANTENNA LOCATION.
ELECTRICAL LOAD
SUMMARY
Z��
DESCRIPTION
CONNECTED
DEMAND
DEMAND
BRANCH CIRCUIT
LOAD (KVA)
FACTOR
r
LIGHTING
0.30
1.25
0.38
RECEPTACLES
0.95
1.00
0.95
MOTOR
108.03
1.25=
BURM
MISCELLANEOUS
3.33
1.00
3.33
TOTAL
CKT
POLE
126.16
VA
151.8Al2 480Y/277V, 3PH
MAIN BONDING JUMPER, *4
LOAD
RTU
3#12 -1/2 "C
o
100
20
1
1
270
TO METAL SEWER
PIPE IF WATER PIPE IS
NOT PRESENT.
c 00 c
a�
2
1
20
170
3 #12 -3/4 "C
•-
AREA LIGHT
GEN'R BATTERY CHARGER
3 #12 -3/4 "C
CONDUIT.
625
Ur
G)
3
C)
PAINTED
N
Z
WL
1
20
0D
3 #12 -1/2 "C
*4
GFI RECEPTACLE & LII(GHT
GENERATOR JACKET HTR
3 #12-3/4 "C
1800
20
1
5
M
iV
r
-
N
r
1
Q
03
3 #12 -1/2 "C
o
ATS HEATER
GENERATOR RECEPTACLE
3 #12 -3/4 "C
180
20
1
7
180
8
1
20
SPARE
BFP HEAT TRACE __=
3 #12-3/4 "C
500
20
1
9
TERM�Nq�
10
1
20
t
SPARE
cr.
COATING ON PORTION
zo
CABINET
OF PIPE IN CONTACT
N
r
.•'
a.
N
WITH CONCRETE
a
"
8" DIA. CONCRETE
"
ENCASEMENT AROUND
2" DIA. GALV. PIPE
SIDE
VIEW FRONT
VIEW
(TYPICAL OF 2)
/�5�TFRMINAI
C'ARINF-T
VOL)NTING
DETAIL
TOGGLE SWITCH FOR
W
N
N
N
SERVICE LIGHTS
W /WP COVER
W w
ix
On
W°!�
�33
w�
�M
J 4
X:O
GFCITYPE DUPLEX
2
dwU.
(7 SPARE DIGITAL INPUTS.8 SPARE
RECEPTACLE W /WP
D
MP
0.1.1im-P-1
DIGITAL OUTPUTS, 4 SPARE ANALOG
INPUTS. 4 SPARE ANALOG OUTPUTS)
"IN USE" COVER
5O
50
F
F
F
F
3
O
O
O
Wm
*~
C04 'Do
Q 4Q e + 0%
W
h0-0
Vd O
=
i'
a
(L
a
2
o
a
W°d
�rq-
DO
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Za p a� 24 v'i�
6
3
z
06
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ow CC
-
3
a
a
a.
a
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ao
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a o. Jo
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03
ao
CL
=
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s
o
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w
LA.
ILL.
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= _
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PUMP
CONTROL
ONE LINE DIAGRAM
NOTE: EQUIPMENT 'SIZES SHOWN ARE BASED UPON
EQUIPMENT USED AS BASIS OF DESIGN. IF EQUIPMENT
ACTUALLY USED DIFFERS IN SIZE FROM THAT SHOWN,
ADJUST MOUNTING '.RACK DIMENSIONS AS REQUIRED.
SERVICE LIGHT: ILITHONIA # DMW
2 32 120 GEBUDIS OR EQUAL
WIRING TROUGH,
6" X &` X 96 ", NEMA 4X
ALAIRM HORN
/7ALARlM LIGHT
0
WIRING TROUGH
2 #12,
2
1 #6G -11C *12G,
3/4 "C
O RTU
PUMP CONTROL L-i-
PANEL
0
— WEATHERPROOF
TOGGLE SWITCH
GROUND FAULT
WEATHERPROOF DUPLEX
RECEPTACLE
1 -1/2 "C BY EC, CABLE BY
SCADA CONTRACTOR.
STUB 2'BEYOND PAD FOR
FUTURE EXTENSION TO
r— ANTENNA LOCATION.
ELECTRICAL LOAD
SUMMARY
NOT TO SCALE
DESCRIPTION
CONNECTED
DEMAND
DEMAND
BRANCH CIRCUIT
LOAD (KVA)
FACTOR
LOAD (KVA)
LIGHTING
0.30
1.25
0.38
RECEPTACLES
0.95
1.00
0.95
MOTOR
108.03
1.25=
121.5
MISCELLANEOUS
3.33
1.00
3.33
TOTAL
CKT
POLE
126.16
VA
151.8Al2 480Y/277V, 3PH
MAIN BONDING JUMPER, *4
ONLY THE LARGEST MOTOR 1S TAKEN AT 125X
BATTERY CHARGER
JACKET HEATER
TERMINAL CABINET.
SEE DETAILS 4/E7 & 5/E7.
CONDUIT SEALING FITTINGS
3 "C
CONDUIT ENTERING
WET WELL SHALL BE
PVC COATED METAL
_ f 1 -1/2"C--j
3/4" SPARE CONDUIT. 3 *3 (POWER)
INSTALL TO 2' BEYOND 4 #12 (CONTROL),
EDGE OF PAD AND CAP. GROUND ROD. 1 #8G- 1.25 "C F
CIRCUITS LP -3,5,7 PROVIDE #6 IN (PROVIDE IN
t TO GENERATOR 3/4 "C FROM RTU CONCRETE \)5F
TO BACKFLOW TO GROUND ROD. ENCASEMENT,SEE F
PREVENTER HEATER 8 #12-3/4" C. DETAIL 2 /E1) F 50 50
(FLOAT SWITCH
FROM GENERATOR CIRCUITS)
(PROVIDE IN
CONCRETE FLOAT
ENCASEMENT, SEE SWITCH
CI C'(�TD1� Al 01CCD MI (-ND AKA DETAIL 2/E1} (TYP.OF 4)
NOT TO SCALE
PANEL L P II (INTEGRAL TRANSFORMER AND BRANCH CIRCUIT
TRANSFORMER: 7.5 KVA 480- 120/240V SINGLE PHASE
PRIMARY 30A, 2P, 480V PRIMARY MCB
SECONDARY: 40A, 2P, 240V SECONDARY MCB
MOUNTING: SURFACE
PANEL)
NOT TO SCALE
SECT. 1, ELEVATION
SERVICE
SERVICE
ENTRANCE
NOTES
BRANCH CIRCUIT
EQUIPMENT
DEVICE
U
PHASE
LOADS
DETAIL A, ELEVATION
DEVICE
PVC COATED METAL FRAMING
BRANCH
CIRCUIT
LOAD
WIRE SIZE
N co
VA
TRIP
'POLE
CKT
A
POWER DISTRIBUTION
B
CKT
POLE
TRIP
VA
WIRE SIZE
MAIN BONDING JUMPER, *4
LOAD
RTU
3#12 -1/2 "C
o
100
20
1
1
270
TO METAL SEWER
PIPE IF WATER PIPE IS
NOT PRESENT.
c 00 c
a�
2
1
20
170
3 #12 -3/4 "C
CIRCUITS---
AREA LIGHT
GEN'R BATTERY CHARGER
3 #12 -3/4 "C
CONDUIT.
625
20
1
3
METER
PAINTED
1625
4
1
20
1000
3 #12 -1/2 "C
*4
GFI RECEPTACLE & LII(GHT
GENERATOR JACKET HTR
3 #12-3/4 "C
1800
20
1
5
1900
6
1
20
100
3 #12 -1/2 "C
o
ATS HEATER
GENERATOR RECEPTACLE
3 #12 -3/4 "C
180
20
1
7
180
8
1
20
SPARE
BFP HEAT TRACE __=
3 #12-3/4 "C
500
20
1
9
500
10
1
20
SPARE
2670 1805 J
LOAD: 4.48 KVA, 18.65A
REFER TO SITE PLAN FOR LOCATION OF BACKFLOW PREVENTER /RPZ,
10,000 AMPS
MIN. INTERRUPTING CAP. (RMS SYM. AMPS)
FUEL
TANK
FLEXIBLE CABLES FURNISHED
WITH EQUIPMENT. PROVIDE
PROPER SUPPORT AND
MANAGEMENT.
PROVIDE CONCRET
ENCASEMENT
LP -3,5,7 1
TO ATS _j
SEWAGE LIFT 3 #12 -3/4 "C TO
PUMPS ATS (GENERATOR
START CIRCUIT
4 #14 -3/4 "C TO
PUMP CONTROL PANEL
NOT TO SCALE
225A
B
dGF
NOT TO SCALE
STANDBY DIESEL ENGINE
GENERATOR SET,130KW,
480Y/277V.
CONTROL PANEL
CONCRETE PAD.
SEE PAD DETAIL
3 /E1
EQUIPM
GROUND B,
® SQUAR
PK9GTA
EQ
TERMINAL CABINET, 36" X 36" X 12 ",
NEMA 4X STAINLESS STEEL WITH
BACK MOUNTING PANEL
TERMINAL CABINET DETAIL
�R
RIBUTION
'K, ILSCO
1 -11-
2 OR
�L
AINAL STRIP, 8
:UIT, IDEAL 089-
OR EQUAL
i
E (
NOT TO SCALE
SECT. 1, ELEVATION
SERVICE
SERVICE
ENTRANCE
NOTES
2/E5 (TYP. OF 4 LOCATIONS)
EQUIPMENT
�
U
PIPE CAP (TYP.)
Qr
DETAIL A, ELEVATION
1
PVC COATED METAL FRAMING
s
2/E5 (TYP. OF 4 LOCATIONS)
BELOW THAT ARE PRESENT AT BUILDING
CHANNEL (TYPICAL OF 2)
N co
GROUND
OR STRUCTURE SERVED SHALL BE BONDED
JUMPER, *4
CD CD
Q
POWER DISTRIBUTION
ELECTRODE
SYSTEM)
__28
BUS
TERMINAL STRIP
*4
METAL UNDERGROUND
MAIN BONDING JUMPER, *4
s
a
BUS
BLOCKS
o
2. BELOW GRADE CONDUCTORS SHALL BE
2.
����..yy
CD
FOR FLOAT SWITCH
t
DIRECT BURIED BARE COPPER. WHERE
TO METAL SEWER
PIPE IF WATER PIPE IS
NOT PRESENT.
c 00 c
a�
OF 23
— TERMINAL STRIP FOR
f
AND BONDING DETAIL
CIRCUITS---
NEUTRAL
e
SUPPLY -SIDE EQUIPMENT
CONDUIT.
CONDUCTO
MOTOR FAULT
M
a
METER
PAINTED
f9
BASE
w
CONTROL CIRCUITS
*4
STEEL
NEMA 4X STAINLESS STEEL
PANEL
CABINET, HINGED
o
COVER WITH CLAMP
ev
ASSEMBLY
GRADE
o,
PROVIDE BITUMINOUS
COATING ON PORTION
zo
OF PIPE IN CONTACT
N
.•'
a.
WITH CONCRETE
a
"
8" DIA. CONCRETE
"
ENCASEMENT AROUND
2" DIA. GALV. PIPE
SIDE
VIEW FRONT
VIEW
(TYPICAL OF 2)
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NOT TO SCALE
225A
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480Y/277V.
CONTROL PANEL
CONCRETE PAD.
SEE PAD DETAIL
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TERMINAL CABINET DETAIL
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2 OR
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SERVICE
SERVICE
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NOTES
EQUIPMENT
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1. ALL GROUNDING ELECTRODES SHOWN
CL
s
,
m
BELOW THAT ARE PRESENT AT BUILDING
MAIN BONDING
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GROUND
OR STRUCTURE SERVED SHALL BE BONDED
JUMPER, *4
CD CD
Q
TOGETHER TO FORM THE GROUNDING
ELECTRODE
SYSTEM)
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BUS
ELECTRODE SYSTEM.
*4
METAL UNDERGROUND
MAIN BONDING JUMPER, *4
s
a
BUS
•
a
2. BELOW GRADE CONDUCTORS SHALL BE
2.
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CD
t
DIRECT BURIED BARE COPPER. WHERE
TO METAL SEWER
PIPE IF WATER PIPE IS
NOT PRESENT.
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CONDUCTORS EMERGE ABOVE GRADE,
f
AND BONDING DETAIL
THEY SHALL BE INSTALLED IN 3/4" PVC
NEUTRAL
e
SUPPLY -SIDE EQUIPMENT
CONDUIT.
CONDUCTO
BONDING JUMPER, *4
a
METER
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PROJECT NO.:
CD CD
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ELECTRODE
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FOOTING OR FOUNDATION
IN DIRECT CONTACT WITH EARTH
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METAL UNDERGROUND
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SERVICE
ENTRANCE
DESIGNED
WEL
DRAWN BY:
CONDUCTOR
AT LEAST 20' OF REBAR
*4 GROUNDING
CONDUCTOR IN
CONDUIT
EQUIPMENT RACK
ELECTRODE
3/4" PVC *4 POST NOT A
GROUNDING
WEL
CHECKED BY:
WEL
NOT LESS THAN 1/2" DIA.
NEAR BOTTOM OF FOOTING,
MIN. 2" CONCRETE ENCASE
ELECTRODE,
HOWEVER BOND
TO GROUNDING
PROJECT NO.:
2208 -CR
:�.� ..•
ELECTRODE
SYSTEM)
PATE:
JULY 2012
FOOTING OR FOUNDATION
IN DIRECT CONTACT WITH EARTH
*4
METAL UNDERGROUND
SCALE:
(CONNECT TO CONCRETE - ENCASED
REBAR AT BOTTOM OF WET WELL
*6 -
WATER PIPE IN DIRECT
CONTACT WITH EARTH
FOR 10 FT. OR MORE
AS SHOWN
GROUND ROD
10'X 3/4" DIA
TO METAL SEWER
PIPE IF WATER PIPE IS
NOT PRESENT.
SHEET E1
OF 23
6 SERVICE
GROUNDING
AND BONDING DETAIL
E1
NOT TO SCALE

W
Q
Z
W
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GALV.STEEL
GALV. STEEL "U" BO
NUTS, AND WASHERS C
GALV. STEEL CONDUIT CLAN
BY FRAMING CHANNEL MF
NOMINAL 1-1/2" X 1-1/2"
PVC COATED STEEL
FRAMING CHANNEL
DETAIL A
(TYP. 3 LOCATIONS EACH POLE)
SERVICE I
DETAIL A
NEOPRENE
WASHER
ALUMINUM
PANEL
t
M
MARKER TAPE
FIN. GRADE
EARTH
BACKFILL
TYPICAL WIRE AND p o
CONDUIT, QUANTITY ° o
AND SIZE AS INDICATED
ON PLANS AND RISERS v v _
in
r Z_
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UV >Q W I N
v
3" 7.5" 3"
12" MINIMUM
3000 PSI
CONCRET
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v
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STAINLES!
STEEL HEX HEAE
BOLT AND NUl
ALUMINUM
EQUIPMENT
RACK PA
ALUMINUM NEOPRENE
PANEL WASHER
3/8" STAINLESS S'
HEX HEAD BOLT
NEOPRENE
WASHER
FASTEN ALUMINUM PANEL TO
HORIZONTAL FRAMING CHANNEL
ON APPROX. 3 FT. CENTERS,
ARRANGE TO AVOID INTERFERENCE
WITH EQUIPMENT
SECTION 1
ALUMINUM "C"
CHANNEL
SECTION 2
ISOLATION MATERIAL -
3M PEEL -N -SEAL OR
EQUIVALENT
BACK PANEL OF
ELECTRICAL EQUIPMENT
ENCLOSURE PROVIDE SPLICE IF LENGTH OF
AMPERES
EQUIPMENT RACK EXCEEDS
MAIN LUGS ONLY
STANDARD PANEL LENGTH.
FUSE AMPERE RATING
WELD PANELS
TO PLATE
3/16" ALUMINUM AND TO EACH
OTHER.
EQUIPMENT RACK WELD SHALL BE CONTINUOUS.
PANELS
ATS
NEOPRENE
O.D.
WASHER CONTINUOUS
CONTINUOUS
6„
WELD --- - -- --�
WELD
ALUMINUM PLATE
CONTINUOUS
FULL WIDTH
OF PANELS
PHASE
DETAIL TYPICAL FOR
CIRCUIT
TOP AND REAR
RIGID METAL CONDUIT
PANEL ASSEMBLIES
CONTROL PANEL
DETAIL D
SOLID NEUTRAL
DETAIL B PIPE CAP tTYP.> ARRANGE EQUIPMENT TO MEET NEC
WORKING CLEARANCE REQUIREMENTS
>" AND FOR CONVENIENT OPERATION AND
MAiINITENANCE ACCESS
TYPICAL
ELECTRICAL
EQUIPMENT
0 —
2 TYP.4 LOCATIONS
12" 1 EACH ENCLOSURE
RAINSHIELD FABRICATED
OF 3/16" ALUMINUM
WELD ALL JOINTS.
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III flq�
PVC COATED STEEL
FRAMING CHANNEL
(TYP.OF 3)
PROVIDE A 4" CONCRETE PAD UNDER
RACK, EXTEND PAD TO T -0" OUTSIDE
° OF SHIELD EDGE AND POST
A.
121" DIA. CONCRETE
ENCASEMENT AROUND
3" !1DIA. GALV. PIPE
(TY'P.)
12 " GENERATOR /FUEL TAROK 12"
ASSEMBLY ENCLOSURE
APPROX. DIMENSIONS: IIO'L X 40'W
—Z
4/I BOLT EQUIPMENT TO PAD AS RECOMMENDED BY EQUIPMENT MFR.
O O O O O O O O O O
4 3 MIN. ( TYP. )
#6 REBAR 12" O.C.
g " EACH WAY
S
S3
SP
CONCRETE SMS
S MR
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FIN. GRADE
`tJ
D T
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WT
SH
FLUORESCENT LIGHT FIXTURE, SEE SCHEDULE
WALL MOUNTED LIGHT FIXTURE, SEE SCHEDULE
EMERGENCY LIGHTING UNIT
EXIT SIGN
SINGLE POLE SWITCH
3 -WAY SWITCH
SWITCH WITH PILOT
MANUAL STARTER, FRACTIONAL HORSEPOWER
MOTOR RATED SWITCH
DUPLEX RECEPTACLE
SINGLE RECEPTACLE
PANELBOARD, SEE SCHEDULE
SAFETY DISCONNECT SWITCH
DRY TYPE TRANSFORMER
CIRCUIT BREAKER
HOME RUN TO PANEL
WIRING IN CONDUIT, ABOVE GRADE
WIRING IN CONDUIT, UNDERFLOOR OR
UNDERGROUND
JUNCTION BOX
MOTOR, WITH HORSEPOWER INDICATED
WINDING THERMOSTAT
MOTOR SPACE HEATER
THERMOSTAT
A
AMPERES
MLO
MAIN LUGS ONLY
AF
FUSE AMPERE RATING
MOD
MOTOR OPERATED DAMPER
AFF
ABOVE FINISHED FLOOR
NF
NON —FUSED
ATS
AUTOMATIC TRANSFER SWITCH
O.D.
OUTSIDE DIAMETER
C
CONDUIT
P
POLE
CB
CIRCUIT BREAKER
PH
PHASE
CKT
CIRCUIT
RMC
RIGID METAL CONDUIT
CP
CONTROL PANEL
SN
SOLID NEUTRAL
CR
CORROSION RESISTANT
SPD
SURGE PROTECTIVE DEVICE
G
EQUIPMENT GROUNDING CONDUCTOR
STP
SHIELDED TWISTED PAIR
GF
GROUND FAULT CIRCUIT INTERRUPTER
V
VOLTS
KAIC
KILO— AMPERES INTERRUPTING CURRENT
VA
VOLT— AMPERES
KVA
KILOVOLT— AMPERES
W,
WIRE, WATTS.
KW
KILOWATTS
Wp
WEATHERPROOF
MCB
MAIN CIRCUIT BREAKER
XFMR
TRANSFORMER
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PROJECT NO.:
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DATE:
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SCALE:
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SHEET E2 OF 23
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DESIGNED BY:
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WEL
PROJECT NO.:
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DATE:
JULY 2012
SCALE:
AS SHOWN
SHEET E2 OF 23