20110872 Ver 1_Site Plan_20110928

Strickland, Bev
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.ATE®
9-15-2011
sM~TTAL:
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NEW FORCE MAIN PART 1 ~ ~ ~
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AR LINA SHORES NEW VICINITY MAP
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(Not to Scale)
SEDIMENTATION AND EROSION CONTROL N ['ROL NOTE S : ~ ~ ~
OWNER 1. SEE SHEETS C-SEl, GSE2 AND C-SE3 FOR CONSTRUCTION SEQUENCE, NOTES 5 5. PROJECT SOILS INCLUDE THE FOLL+LIVV:INs ~
l;
BRUNSWICK COUNTY AND DETAILS. DE RIPTION ~ ~ : ~.7,~~9.3OL ~C " j r A
POST OFFICE BOX 249
BOLIVIA, NC 28422 2. CONTACT PERSON SHOULD SEDIMENT AND EROSION CONTROL ISSUES ARISE Lo Leon fine sand ~ ~ ® rM1 t ,ti A ~L
DURING CONSTRUCTION: Ly Lynchburg fine sandy loam ~ ~s~~~~~~;~:
g
JOHN NICHOLS, 919-253-2653. Pn Pantego mucky loam ~ L ~ ~ '
-2 ° 1 es Cl~~~ C~oA ~oldsobor fine sandy loam, 0 s op
3. PROJECT DRAINS TO THE FOLLOWING STREAMS: Ra Rains fine sandy loam
PERSIMMON SWAMP - C; SW Mk Muckalee loam.
I3aI3 Bayrneade fine sand, 1 to 6 °/o slopes
ENGINEERS UNNAMED TRIBUTARY (UT) TO PERSIMMON SWAMP - C; SW
SHINGLETREE SWAMP - C; SW C1t C~rifton fine sandy loam
~ LITTLE CAWCAW SWAMP - C; SW Tm Tomahawk loamy fine sand
Mu Murville mucky one sand
~~OM UT TO LITTLE CAWCAW SWAMP - C; SW UT SHALLOTTE RIVER - C; SW; HQW PROJECT MCTR.
6 6. TOTAL IISTLJRBED ~!~~.EA FOR PARTS 1 AND 2 IS 18.5 ACRES. PART 1,
TECHNICAL SERVICES OF NORTH CAROLINA, INC 4. PROJECT LOCATION: LAT -FROM 33° 53' 36.3"N TO 33° 56' 48"N 701 CORPORATE CENTER DRIVE, SUITE 475, RALEIGH, NC 27607 LONG -FROM 78° 35' 24"W TO 78° 30' OS"W 919-854-6200 919-854-6259 (fax) FORCE M1IN IS 17.9 ACRES ~?ND PART 2, WASTEWATER TREATMENT
PLANT IS ACRES.
AECOM License No. F-0342 TYPE OF WORK: INSTALLATION OF 16-INCH FORCE MAIN INDEX F SHEETS SEE SHEET +G-Q01 FC)R INDEX
IANCE WITH BRLTNSWICI~ COLJNT~ SPECIFICATIC?NS AND DETAILS"
NUMBER DATE BY REVISION DESCRIPTION "ENGINEER'S CERTIFICATION OF COMPLIANCE I hereby certify that the plans, details, and associated pr Brunswick County's Standard Specifications and Stand my understanding that reviews and approvals by Bruns have reviewed and are in agreement with every portion Brunswick County reviews and approvals are meant to objectives. I understand that it is my full responsibility fated project specifications comply with the latest version, as of this date, of TECI3:
Standard Details per standard engineering practice. Furthermore, I confirm
DES: JULIA M. SHUTT
Brunswick County personnel do not imply that Brunswick County personnel
portion of the plans and specifications that I have submitted. I understand that D. STEPHEN sCRUGGs
eant to ensure that the overall plans are in general compliance with County
~sibility to ensure that plans and specifications are in full compliance with PROJECT NO.
applicable County, State, Federal, and other municipal r APPROVAL STATUS DATE BY DEPARTMENT ~ assume operation, maintenance, or ownership of constr ? ~S ? No ? NSA PLANNING I may refuse to issue permits at facilities that the County ? ~s ? No ? N/A ENGINEERING my understanding that County Inspections are for the so Zicipal requirements. Additionally, I understand that the County will not 1 ~ ~
~ n t fa ilities that do not meet Coun re uirements and the Coun ~ CO StTUG ed c ty q ty
county deems are non-compliant with County Speclficatlons. I else confirm SHEET NO.
~r the sale use of the County and I certify that I will not use, or direct ethers
? ,~S ? No ? N/A PUBLIC UTILITIES to use, County inspections for State compliance purpos purposes or any other purpose." COVED.

W OC
TABLE OF CONTENTS FOR PART '1 -CAROLINA SHORES NEW a
~ENERALNOTES SPECIAL PRC}VISIONS
1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COUNTY, THE ENGINEERS, FORCE MAIN
A T EPHONE AND POWER UTILITIES NORTH CAROLINA DEPARTMENT OF 1, APPROVAL OF THE NCDOT RIGHT-OF-WAY ENCROACHMENT DOES NOT INCLUDE G S, EL , Y DESGRIPTION C9RAWING NO.
TRANSPORTATION NCDOT -DIVISION OF HIGHWAYS AND OTHERS AS REQUIRED. ALL ANY PORTION OF WORK OUTSIDE THE NCDOT RIGHTS-OF WAY, ~ ) 2 J c..~
SITES ARE SUBJECT TO INSPECTION FOR SEDIMENTATION AND EROSION CONTROL BY THE COVER SHEET, VICINITY MAPS COVER ~
N A NATURAL RESOURCES -DIVISION 2. THE CONTRACTOR SHALL POST A PERFORMANCE BOND AND PAYMENT BOND, IN C0~ NORTH CAROLINA DEPARTMENT OF ENVIRONME T ND THE AMOUNT OF 100% OF THE TQTAI COST OF CONSTRUCTION, WITH BRUNSWICK OF LANG RESOURCES AND NCDOT. ~ °
COUNTY PRIOR TO BEGINNING ANY WORK ON THE PROJECT. THIS BONG WILL NOT TAB TABLE OF GONTENTS, GENERAL NOTES, SPECIAL PROVISIONS G-001 ° ~
H ~ BE RELEASED UNTIL NCDOT REPRESENTATIVES HAVE GIVEN APPROVAL OF WORK 2. THE CONTRACTOR SHALL INSTALL THE FORCE MAIN IN ACCORDANCE WITH T E CIVIL
WITHIN THE NCDOT RIGHTS-OF-WAY AND AREAS OF CONTROLLED ACCESS. DIVISION OF HIGHWAYS POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON
HIGHWAY RIGHTS OF WAY" AND ENCROACHMENT AGREEMENT. 3. ALL HDPE PIPE INSTALLED BY DIRECTIONAL DRILLING SHALL NOT BE CONNECTED NEU NEW DRIVEWAY AND ACCESS ROAD, DETAIL GD-001
TO ANY OTHER PIPE OR FITTINGS FOR A PERIOD OF AT LEAST TWO (2) GAYS FROM 3, THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT Tfl DISTURB EXISTING PRC
PROPERTY CORNERS, IF NECESSARY TO REMOVE ANO RESET PROPERTY IRONS, THIS THE TIME OF INSTALLATION TO ALLOW THE TENSIONAL STRESSES TO RELAX. PROPOSED FORCE MAIN STA. 0+00 TO 1 1 +50, LEGEND C-001
P A REGISTERED LAND SURVEYOR, LONGER PERIODS MAY BE REQUIRED DEPENDENT UPON PROJECT CONDITIONS, SEE WORK SHALL BE COM LETED BY PRC PROPOSED FORGE MAIN .STA. 1 1 +50 TO 25+50 C-002
DETAIL FOR RESTRAINING METHOD.
4. ALL RIGHTS-OF-WAY SHALL BE GRADED, SHAPED AND SEEDED AFTER CONSTRUCTION, 4. THERE SHALL BE A MINIMUM VERTICAL SEPARATION OF 2.0 VERTICAL FEET PRC PROPOSED FORCE MAIN STA, 25+50 TO 39+50 G-003 ~
BETWEEN THE NEW FORCE MAIN AND ANY CULVERT IN THE NORTH CAROLINA 5. ALL RIGHTS-OF-WAY SHALL BE GRADED IN A MANNER TO PREVENT THE PONDING OF PRC PROPOSED FORGE MAIN STA. 39+50 TO 53+50 G-004
WATER. DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY,
PRC PROPOSED FORCE MAIN STA. 53+5D TO 67+50 C-005
6, ALL EXCAVATED WOOD AND ROCKS SHALL BE DISPOSED OF OFF-SITE AT A 5. EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAY. THE COST OF PERMITTED DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT PROOF OF THE PERMITTED CLEANING THE ROADWAY ANO TRAFFIC CONTROL SHALL BE INCLUDED IN THE BID
PRICE FOR PIPE, PRC DISPOSAL SITES) DURING THE SHOP DRAWING APPROVAL PROCESS, PROPOSED FORCE MAIN STA. 67+50 TO 81 +50 C-006 a 0 c~
PRC PROPOSED FORCE: MAIN STA. $1 +50 TO 95+50 G-007 ~
7, SCARRED TREES SHALL HAVE THE SCARS TRIMMED AND ASPHALT PAINTED. 6. UNLESS OTHERWISE NOTED, THE MINIMUM COVER FOR THE FORCE MAIN SHALL BE 3,0 FEET,
PRC PROPOSED FORGE MAIN STA. 95+50 TO 109+50 G-00$
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS MAY BE ACHIEVED WITHIN SPECIFIED TIME LIMITS OR IF 7. UNLESS OTHERWISE NOTED, THE NEW FORGE MAIN SHALL BE DR-18 C-900 PVC REQUIRED IF STABILIZATION IS NOT PIPE PRC PROPOSED FORGE MAIN STA, 109+50 TO 123+50 C-009 ~ ~ «~a~~s~
UNDUE SEDIMENTATION OCCURS, f,~
PRC PROPOSED FORGE MAIN STA. 123+50 TO 137+50 C-010 k~r~~(t~.^;~,~ doo~,,~ I
9, THE CONTRACTOR SHALL NOT TIE NEW FORCE MAIN INTO THE EXISTING FORCE MAIN 8. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN THE NEW FORCE MAIN OR MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE NEW
UNTIL APPROVED BY THE OWNER, THE ENGINEERS AND FINAL APPROVAL BY PRC APPROPRIATE STATE AGENCIES, FORCE MAIN AND ANY POTABLE WATER LINE, THERE SHALL BE A MINIMUM VERTICAL PROPOSED FORCE MAIN STA. 137+50 TO 151 +50 C-01 1 ~ a ~ ':1
SEPARA110N OF 1,0 FEET BETWEEN THE NEW FORCE MAIN AND ANY EXISTING FORCE PROPOSED FORGE MAIN STA. 151 +50 TO 165+50 G-012 ]~6~~ ~
MAIN AT F RCE MAIN CROSSINGS. PRC 10, THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO STATE, FEDERAL AND O
LOCAL LAwS, PRC 9. NEW AIR RELEASE VALVE ASSEMBLIES SHALL BE INSTALLED INSIDE ANO ON THE PROPOSED FORCE MAIN STA. 165+50 TO 179+50 G-013 4~~4„~`~~,,;:°&~'~~
EDGE OF THE NCDOT RIGHT-OF-WAY. 11, THE CONTRACTOR SHALL PLUG THE OPEN END OF PIPE AT THE END OF THE DAY, PRC PROPOSED FORGE MAIN STA. 179+50 TO 193+50 C-014 ''~,~$~,88~~~w~a
10. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA TO A WIDTH OF 20 FEET. 12. ALL COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE BID PRC PROPOSED FORCE MAIN STA. 193+50 TO 207+50 G-015
PRICE FOR PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL. 11, UNLESS OTHERWISE SHOWN, THE FORGE MAIN SHALL BE LOCATED NO MORE r..
F F T- F-WA OR FENCE. PRC 13, ALL COSTS OF ADAPTORS, ETC. REQUIRED FOR CONNECTIONS OF HDPE AND DI PIPE THAN FIVE {5) EET ROM THE RICH 0 Y AND/ PROPOSED FORCE MAIN STA. 207+50 TO 221 +50 C-016 ° csa
INCLUDED iN THE BID PRICE FOR PIPE UNLESS OTHERWISE NOTED IN THE SHALL BE PR{ PROPOSED FORCE MAIN STA. 221 +50 TO 235+50 C-017
PROPOSAL, 12. THE FORCE MAIN SHALL BE INSTALLED 10 FEET FROM THE EDGE OF CONCRETE
ELECTRICAL POWER TRANSMISSION POLES, PR( PROPOSED FORCE MAIN STA. 235+50 TO 249+50 C-018 ~
14, AT ALL LOCATIONS WHERE A STORMWATER PIPE MUST BE INSTALLED INSIDE A OiTCH A 5S SAID PIPE SHALL BE LEFT IN PLACE, 13. A TRENCH BOX SHALL BE USED 10 FEET EACH SIDE OF WOODEN POWER POLES OR AT A CREEK CR0551NG TO ALLOW CCE pR( PROPOSED FORGE MAIN STA. 249+50 TO 263+50 C-019 ~ ~
PIPE SHALL BE NO LESS THAN 15" IN DIAMETER UNLESS OTHERWISE NOTED BY THE WHEN THE FORCE MAIN IS WITHIN 10 FEET. THE POWER POLES SHALL BE BRACED w
P P SHALL BE INCLUDED IN THE BIO WHILE INSTALLING THE FORCE MAIN IN CLOSE PROXIMITY TO THE POLE. THE COST ENGINEERS, THE COST FOR INSTALLING THIS I E PR( PROPOSED FORGE. MAIN STA. 263+50 TO 277+50 C-020
OF THE TRENCH BOX AND POLE BRACING SHALL BE INCLUDED IN THE PRICE OF PIPE, PRICE FOR PIPE.
PRC W R SERVICE SHALL BE MAINTAINED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL SEED AND MULCH WITHIN 5 DAYS OF INITIAL 15. WATER AND SEE DISTURBANCE AND IN NO CASE SHALL OVER 2 000 LINEAR FEET OF DISTURBED AREA PROPOSED FORGE MAIN STA. 277+50 TO 291 +5D C-021 ~ ~ a, ~
EXISTING WATER MAINS IN THE AREA SHALL NOT BE DISTURBED AT ANY TIME. ~ PRC PROPOSED FORCE MAIN STA. 291 +50 TO 305+50 G-022 ~ ~ ~
BE LEFT UNSEEDED AND UNMULCHED AT ANY TIME. H ~ ~
16 THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF GAS LINES, STORM pR( PROPOSED FORGE. MAIN STA. 305+50 TO 319+5D C-023 ~ ~ ~ z
A IN THE FIELD. THE CONTRACTOR SHALL NOTIFY 15. RIGHT-OF-WAY FENCES THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE DRAINS AND UNDERGROUND C BLES REPLACED IN ACCORDANCE WITH NCDOT STANDARDS. TEMPORARY FENCING SHALL BE a~ PROPOSED FORGE. MAIN STA. 319+50 TO 333+50 G-024 a } ~ c
THE ENGINEERS IMMEDIATELY OF ANY CONFLICTS. PR( USED, IF NECESSARY, TO PREVENT THE ESCAPE OF LIVESTOCK, ~
17. SHOULD IT BE NECESSARY TO TEMPORARILY SHUT OFF WATER SERVICE DURING PRC PROPOSED FORGE MAIN STA. 333+50 TO 347+50 C-025 t w ~ ~ J
CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE WATER SYSTEM OF
TIME AND PLACE THIS IS NEEDED. SUCH NOTIFICATION SHALL BE MADE AT LEAST 24 PRC PROPOSED FORCE MAIN STA. 347+50 TO 361 +50 C-026 ~ w ~ p
HOURS IN ADVANCE. THE OWNER OF THE WATER SYSTEM WILL SHUT OFF AND RESTORE RVICE VIA VALVES. IN NO CASE SHALL THE CONTRACTOR SHUT OFF WATER SERVICE, pR( SE PROPOSED FORCE MAIN STA. 361 +50 TO 375+50 C-027 w ~ Q
EXCEPT FOR A BROKEN LINE.
PRC PROPOSED FORGE MAIN STA. 375+50 TO 389+42 C-028 ~ w ~
NTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING USGS, 18. THE CO STANDARD DETAILS G-OT1 z
NCGS OR NCDOT MONUMENTS DURING CONSTRUCTION, THE REPAIR, REPLACEMENT OR STp RESETTING OF ANY MONUMENT DAMAGED OR MOVED BY THE CONTRACTOR SHALL BE
COMPLETED BY A REGISTERED LAND SURVEYOR, ANY COST TO REPLACE, REPAIR, OR STp STANDARD DETAILS C-DT2
RESET THE MONUMENTS SHALL BE ABSORBED BY THE CONTRACTOR,
STp 19. IN NO CASE SHALL A TRENCH IN OR ALONG A PUBLIC STREET OR THOROUGHFARE STANDARD DETAILS C-DT3 Q
BE LEFT OPEN OVERNIGHT ON WEEKENDS OR OTHER TIMES WHEN WORK IS NOT SE[ SEDIMENTATION .AND EROSION CONTROL NOTES C-SE1
ON-GOING, r~
SE[ SEDIMENTATION AND EROSION CONTROL NOTES C-SE2
20. THE CONTRACTOR SHALL CONTACT THE OWNERS QF ALL UTILITY POLES IN THE
IF IN THE JUDGMENT OF THE POWER COMPANY ANY UTILITY POLE SE[ PROJECT CORRIDOR, , WILL BE IMPACTED THE CONTRACTOR SHALL INCLUDE THE COST OF SECURING OR SEDIMENTATION AND EROSION CONTROL DETAILS G-SE3
MOVING ANY UTILITY POLES IN THE BID PRICE FOR PIPE. LOCAL ELECTRIC UTILITY
COMPANIES SERVING THE AREA SURROUNDING THE SITE ARE:
BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION; 910-754-4391 PROGRESS ENERGY CAROLINAS, INC,: 910-512-3771 ~ ~
NGDOT TRAFFIC SIGNALS: 888-813-6508
w z
21. STORAGE OF MATERIALS OR EQUIPMENT IN EXISTING ROADWAYS WILL NOT BE
PERMITTED. ~~z a
22. ANY PAVEMENT BITUMINOUS OR OTHERWISE , PAVEMENT STRIPING, REFLECTORS OR )
R PART F THE ROADWAY DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL ANY OTHE O
BE REPLACED AT NO ADDITIONAL COST TO THE OWNER AND AT NO EXPENSE TO NCDOT.
REPLACEMENT OF DAMAGED ROADWAYS SHALL INCLUDE RESURFACING DAMAGED v~~~~ ~w
ROADWAYS AS DEEMED NECESSARY BY NCOOT. w ~ c~ d
23. THE CONTRACTOR SHALL REPLACE ANY DISTURBED CULVERTS TO THEIR ORIGINAL t~~t3
LOCATION AND INVERT ELEVATION. THE COST OF REPLACING DISTURBED CULVERTS
SHALL BE INCLUDED IN THE BIO PRICE FOR PIPE. ANY CULVERTS THAT ARE DAMAGED
BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE Q~~~ Qz
OWNER AND AT NO EXPENSE TO NCDOT. ZWQ~
24, SPOILS FROM BORES AND MATERIALS UNSUITABLE FOR BACKFILL SHALL BE ~t
REMOVED AND DISPOSED OF OFF-SITE AT A PERMITTED DISPOSAL SITE. THE ~ ~ ~ ~
CONTRACTOR SHALL PROVIDE PROOF OF APPLICABLE PERMITS FOR INTENDED DISPOSAL ~ eC ~
SITES AS PART OF THE SHOP DRAWING SUBMITTALS,
25, HEADWALLS AT DRIVEWAYS THAT ARE .IMPACTED BY THE CONTRACTOR DURING ~ ~ ~
PIPELINE CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR, THE COST OF THE
REPAIR OF ALL DAMAGED HEADWALLS AT DRIVEWAYS SHALL BE INCLUDED IN THE BID
PRICE FOR PIPE.
26. EXCAVATED MATERIAL SHALL NOT BE PLACED pUTSIDE THE NCDOT RIGHT-OF-WAY
OR OUTSIDE ANY ESTABLISHED CONSTRUCTION OR PERMANENT EASEMENT DESIGNATED DATE
FOR THIS PROJECT, EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAY SEPT 2Q11
THE COST OF CLEANING THE ROADWAY AND TRAFFIC CONTROL SHALL BE INCLUDED IN THE BID PRICE FOR PIPE, PROJECT NO.
27. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL TO AN say ~~~as
OFF-SITE/OFF-PROJECT AREA OF H!S CHOOSING IN ACCORDANCE WITH ALL APPLICABLE DRN, JMS CHK. ~WM
LAWS STATUTES CODES AND REQUIREMENTS ESTABLISHED BY THE ENGINEERS, DSN. QSS APP,
SPREADING OF EXCESS MATERIALS ALONG NCOOT RIGHTS-OF-WAY OR WITHIN PERMANENT OR CONSTRUCTION EASEMENTS IS NOT ALLOWED,
QRAWING NO.
C7-OC}~

~ °
NOTES °
1. CMP SHALL BE INSTALLED IN ACCORDANCE WITH ~
NCDOT DETAILS ON SHEET 3Q0.01. ~ ~ _
c~
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;
,.y-v."" ~ Oft,. <t N~~~E k.,....-
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NEW 12" WIDE X 8'DEEP
GRAVEL DRIVEWAY SEE DETAIL 1, THIS SHEET
'tom! ~ ~
U
35' OF 16" CMP, GALVANIZED, S-0.14! O
INV. DUT 44.95'
NEW 12" WIDE ACCESS RDAD SEE DETAIL 1, THIS SHEET i S
~ ~ ~ yam,' ~ ~4~~a~a~~e4~g~~ a°'
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52-__ 3 ~ 1 1 ~i O~ Nr L
' C.A4YA4E A~6' i ~ ' 5 FROM ~ ` ;i _ ¢m~< ~ , - - ~ ~ - fz~ ' \ ~ ~
EASEMENT ~ t 5 r.-~ , S i ~ µ ~ _ -
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COMPACTED SUBGRADE
98'l. STANDARD PROCTOR DATE
SEPT 2011
CTION IVEWAY SE CEPS DR GRAVEL AC
PROJECT NO.
DETAIL I 6019406
NTS DRN. EBS CHK. LWM
DSN. DSS APP.
SCALE:1 "=20'
DRAWING NO.
CL1-001

STABILIZI STABILIZE DITCH OUTLET 115 LF DF 30" x 0.312" W/ 80 S.Y. OF CURLED STEEL ENCASEMENT PIPE
STABILIZE SLOPE FROM AIR RELEASE VALVE W/ 84 S. STA. 3+25 TO STA.5+25 STA.5+35 WOOD MA WOOD MATTING W 16" RJ DI CARRIER PIPE ~ ~
W/ 225 S.Y. OF CURLED SEE DETAIL 2 SHEET C-DT3 INSTALLED BY DRY BORE AND JACK ~ a ~ 0
WOOD MATTING ' 16" x 90° I 16" x 90° ELL, RJ ~ SN~~L~~
REPAIR AND REPAVE ENTIRE 14 WIDE ROAD p,~,. 16" x 22.5° ELL, RJ ter.
M STA. 4+04 TO STA. 2+62 START 16" RJ DI PIPE 16 x 22'5° FRO SEE DETAIL 2 SHEET C-DT1 NEW 12' WIDE GRAVEL + STA. 8+49 STA. 8+49 ppO~p ~ _
' END REPAVEMENT STA.5 90 ACCESS ROAD ~,~a,
START NEW ACCESS ROAD SEE DETAIL 1, STABILIZE SLO STA.2+62 SHEET CD-441 ABILIZE SLOPE FROM ~ ~
STA. 7+44 TO ' 16 PLUG VALVE W Y A. 7+00 TO STA. 7+50 z ~ ' 60 S.Y. OF CURLED 9' ~ 16" x 90° ELL, RJ ~
W/ BOX / 60 S OF +94 WOOD MATTING lOD MATTING ° a - _t STA. 11 45
PRDPOSED 16 FORCE MAIN STA 6 STA. 0+04 5 FRDM EDGE OF o
,7 EASEMENT N 52446 0 - cs',wrav ~ 1 R~M~V
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LEWIS ANGELA R , i v o! i HIGH ROBERT M ETUX MARY H , J
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_ ~ . _~._.~.e.. _ . _ PROJECT N0.
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COX E LENE HARDIE W i= ,Z
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_ _ _ _ _ . 6019~i4Q6 _ _ _
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_ m.~. _ a _ _ ..____r_~.... . ~ _ PRQJECT N0.
_ _ 6019406
_ _ _a___._ _ _ _ _ _ _ _ _ _ _ _ _ DRN. JMS CHK. LWM
DSN. DSS APP.
_ , _ . _ DRAWING
+ + + + + + + + +0 314+40 315+00 305 50 306 00 307 00 308 00 309 00 310 00 311 00 312 00 313 0 3 15+00 3 16+00 3 17+00 3 18+00 3 19+00

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319+50 320+00 321+OD 322+00 323+00 32q+00 325 00 326 00 327 00

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5 _ - -
_ _ _ . _ _ . _ _ PROJECT NCJ.
_ _ _
_ _ _ . _ _ _ _ _ 6019646
_ _ _ _ _ _ _ _ _ _ _ _ _ n____ - - - DRN JMS CHK LWM
5 _ _ _ _ _ _ _ _ _ _ . _ _ _._.a_ DSN. DSS APP.
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Address *7390 ~ - ~ i
~ - ~ i ~ ~
JENRETTE JOHN i ~
~ W ET BERTHA i ~ LIVINGSTDN GORNEL A i HILL LINWOOD C HILL ARRIE G ET THELMA R , ~ w
ParcelID 211000540 ~ , ETVIR THURMAN ParcelID 2110005704 ParcelID 21100059 W ~ or
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5 - - - _ _ - _ - - - SEPT 2011 _ _ _
_ - __.a _ _ _ _ .____a__.. . _ . _ W~ PROJECT NO.
_
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10 _ _ _ _ . _ _ - _ - - _
_ _ ~ ~ __.T._ _ _ PROJECT N0.
6019~4Q6
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U H 50` HORIZONTAL ~~m°u`~.~` ®~~c~,%~~
Q 10` VERTICAL ~d ~~~,~e~¢a®~~~~~~~$~~@
NOTES 1. SUPPORT WOODEN POWER POLES WHILE INSTALLING FORCE MAl FORCE MAIN.
2. FORCE MAIN SHALL BE INSTALLED 5 FEET FROM THE EXISTIN( "HE EXISTING o
WATER MAIN AND SHALL HAVE A DEPTH OF BURY AS REQUIRED REQUIRED TO
PROVIDE A MINIMUM SEPARATION DF 18 INCHES FROM THE BOTTI OF THE WATER MAIN DOWN TO THE TOP OF THE FORCE MAIN. F] vl THE BOTTOM N tCE MAIN. FIELD ~ ~
LOCATE EXISTING WATER MAIN.
. _
Q to
~ w J
~ ~ ~
cv
• U ~ ~ Q
O ~ Z
ztn°° ~ rn
D j en
_ _ , W ~ p J _ U ~ ~ ~
w _ , . ~ _ _ _ _ _ _ _ _ _ . . _ _ _ - _ ~.N 9Q W Z ~ ~
_ J ~
_ Z
_e,_ _ $ ~ W ~
_ _
70 _ ~ - _ - _ _ _ _ _ _ _ _ _
_ _ _ _
- ~ O
60 - _ _ _ _ _ _ _ _ . _ _ _ _ _
_ _ _______._PR. ~Efifi ~ _l~~ _ @:3-75 _ _ _ _ _ _ _ _ _ . _
_ _ _ _ _ _ . _ _ . 3-.FT MINI M- - VEIL-._ _ _ _ T~ _N _ T_~- .__.__v _ _ _ _ F ~ -F-~tr- _ _ _
- _ _ _ ~ _ T6 ' - D I- R IE . --PIPE- _ _ _ _ _ - _ - _ - _ r ~ _ _ - _ _ ~ W ~ ~ ~1 ~ _ ~ CV
_ - - . _ -E§`- 9 ~ _ _ _ _ _ _ _ _ . - -i~dST LL 'r` _f? Y_$0 E -JAC _ _ • _ ' _ _ _ _ _ ~ r E~ _ _ - _ - . _ . _T_ _ _ _ _
f _e 1 _ Z
. _ _ - _ _---..v _ _ j
_ _ _ _ _ _ _ - ~ _ _ _ ~ w ~ ~ ~
---__-.W . _ - _
_ _ _
0 _
_ _ C~ ~ O ~ ~ ~ - - _ _ _ _ - _ ~
- _ - - ~ D ~ ~ ~ _ _
3Q _ _ _ _ _ _ _ _ _ _ _ _ _ . _ Z 4 _ _ _ -30 ~W`~~ ~~j
- _ u..,. _ _ _ _ _ _ - - _ END 6 RJ Di PIE _ _ _ _ _ _ ~ _ ~ :_SL- - =13 _ 1< .~~_.~T - _ _ _ _ ENQ_ ~r.RJ IlI~PI E . _ _ ..~..~~n ~ - -STAR 16'~ RJ ISI_ IPE_-- _ _ _ - _ _ - _ J 5 _ ~i~tDv~ ~~a__~ B~ f?I_
~~6+:(iI _ - ~ _ _ _ -_-.TA. X80+f - _ _ __--STA- +01 STA... 84+5
_ REM... E -E~ PL-ttG .-ANfl Q LL1
U~ . _ . _ . _ _ _ _ Y. . ~ _ T=~ N~ A=GE MAIN ~ ~ . ~
__.____..__.-SjTA, 7-~.i~ - _ ..STA. -1 _ _ 2Q __._.._.________.__s_ _ _ ~ W!.__2 ~L_.x._i _~__RE IfC~ER; R~-_ 2Q H
+ _ _ _ _ _ _ ..__...~F~.E.L -L-OE TE-E . PLU 3-_ _
_ _ _ _ _ _ _ - _ aATE _
_ _ _ T. _ _ _ - ~ 0 - _ _ _ - - - _ . - - _ I ~ E PT 2011
_ _
_ . _ _ __w _ PRQJECT NC7. _ _ _ _ -
_ 6Q196446 _
_ _ ~ _ Q DRN JMS CHK I.WM
0 _ _ - _ ~ . _ _ _ _ OSN. DSS APP.
_ ~ DRAWING N0.
+ + 385+Oo 375+50 376+00 377+00 378+00 379+00 380+00 381 00 382 00 383 00 384 00 385+00 386+QO 387+00 388+00 389+OD

2.5" SF9.5A SURFACE COURSE 3" 119.OB INTERMEDIATE COURSE DETECTABLE TRACER TAPE BLUE 12" GAUGE COPPER w o
INSULATED STRANDED WIRE ¢ >
„ 2.5" SF9.5A SURFACE COURSE 5 B 25.OB BASE COURSE TAPED TO TOP OF PIPE ° w to
EXISTING PAVING w
6" CABC (100% COMPACTION) EXISTING PAVING
~ _
6" MIN. RIPE DIAMETER # ~
SHEET & BRACE 1 1EET & BRACE TRENCH Z
AS REQUIRED BY ~ REQUIRED BY EXIST. LESS THAN 14" 12"
SOIL CONDITION SAW-CUT PAVING HERE SAW-CUT PAVING HERE )IL CONDITIONS 14" TO 36" 18" ~
FOR TRENCH FOR TRENCH MORE THAN 36" 24" Q
BACKFILL IN 6" LA ~CKFILL IN 6" LAYERS & - X PIPE X
COMPACT TO 98% )MPACT TO 98°lo STANDARD FOR POOR saILS - A MINIMUM
RE-CUT PAVING HERE RECUT PAVING HERE DENSITY WITHIN f :NSITY WITHIN ROAD MAX. DIA. M,q}(. X= O.D. OF PIPE/2.
PIPE DIAMETER # FOR REPAVING RIGHT OF-WAYS C FOR REPAVING PIPE DIAMETER # o 3HT OF-WAYS OR OTHERWISE SEWER LINE N
LESS THAN 14 12 90 fo STANDARD D 1'-0" # PIPE # 1'-0" DETERMINED BYI °l° STANDARD DENSITY AS o
14" TO 36" 18" LESS THAN 14 12 „ 1'-0" # PIPE # 1'-0" METHOD T-99 :TERMINED BYAASHTO TEST :TROD T 99 SEE NOTE 1 5 w
MORE THAN 36 24 14" TO 36° MAX. DIA. MAX. 18
MAX. DIA. MAX. MORE THAN 36" 24"
4 ~ O Q ~ Q © _ p d q P~9 ~~,ld b'o ~
8"MIN. SEE NI S MIN. SEE NOTE 2 a~ sP a~ ape 0® sa SEE NOTE 3 ~
W & Qp ~ © P~ G F> th7 ~ Q P a Q
Z
NOTES:
#67 STONE FOR FORCE MAINS
8"MIN. " #67 STONE FOR FORCE MAINS 1. SHAPE BOTTOM OF TRENCH TO FIT BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE. ,~--~~~~8
8 MIN. FOR FORCE MAINS BED ONE-QUARTER THE PIPE OUTSIDE ~ ~ i laq~ a$~~~~~ DIAMETER ON THE SIDES OF AND 6" BENEATH PIPE WITH #67 STONE. EXCAVATE UNDER ~ ~ l A
EAGH BELL SUFFICIENTLY TO PREVENT ANY LOAD ON BELL. h~. ,~~ss } x k a/? u ~dm
NOTE: 1 ~
2. FOR TRENCH DEPTHS UP TO 16' WHERE ROCK OR NON-CUSHIONING MATERIAL IS ~ ; r m
ALL NON-STATE ROADS, PARKING LOTS AND ACCESS DRIVES WHICH ARE OPEN ENCOUNTERED IN TRENCH BOTTOM, AT DIRECTION OF ENGINEERS, A CUSHION AT LEAST 8 , CJ ~ ~ c.,
CUT FOR THE INSTALLATION OF THE FORCE MAIN MUST BE REPAIRED THICK OF #67 OR #467 STONE FOR SEWER LINES OR #5 STONE FOR WATER MAINS AND u~~"~~~ ~~~6a ~ `
ACCORDING TO TH{5 DETAIL. FORCE MAINS SHALL BE PLACED BETWEEN THE ROCK AND THE BOTTOM OF THE PIPE. SEE
1. ALL STATE ROADS WHICH ARE OPEN CUT FOR THE INSTALLATION OF SPEGIFIGATIONS FOR TRENCH DEPTHS GREATER THAN 16'.
THE FORCE MAIN MUST BE REPAIRED ACCORDING TO THIS DETAIL.
3. WHERE UNSTABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ~
'NT SCALE. S ENGINEERS AND BACKFILL WITH AT LEAST 8" OF #467 STONE. THE BACKFILL SHALL BE ~
COMPACTED AND SHAPED TO FORM A BED FOR THE PIPE. c~
~ ~
d ~
~ lil ~ ~
SCALE; NTS
FC.~ RC E MAI ~I ~ ~ ~
„ RNV VARIES -SEE PLANS FOR ROUTE „
6 -0 6 -0 TF~E~IH BEDDIN~C 8~ BA~l~FILL DETAIL ~W~~
PAVEMENT WIDTH VARIES AND THE
SI LOCATION IN THE RNV VARIES, SEE SALE: NTH a ~ ~ z° z cn
PLAN -PROFILE FOR INDIVIDUAL rn T
LOCATION ~ o > ~
- t- ~ I, _
~ ~ ~ ~ CL ~ i
$6"MIN. COVER FROM BOTTOM OF SUBGRADE
MINIMUM PROVIDE SUPPORT WI W ~ 0~0 W
36" COVER TED SPACERSIOCA ~ W ~
10' Q.C. MIN ~ U W ~
SEWER FORCEMAIN 2 U O
i
TRACER WIRE H ~ O
DUCTILE IRON CARRIER PIPE ENCASEMENT PLUG U
STEEL ENCASEMENT PIPE a
TYP. EACH END i..
MINIMUM 4 L.F. DUCTILE IRON
MAIN EACH SIDE OF ENCASEMENT
PIPE
~ ~
NOTES REGARDING FORCE MAIN BORING DETAIL
I- W
1. CASING PIPE SHALL BE STEEL WITH MIN. YIELD STRENGTH OF 35,000 PSI.
2. CASING WILL BE INSTALLED AT LINE AND GRADE SHOWN ON THE W ~
INDIVIDUAL PROFILE FOR EACH CROSSING. BORING/JACKING TO
I-~ t~
LINEAND GRADE IS REQUIRED. Q ~ ~ ~ ~
3. CARRIER PIPE FOR PRESSURE PIPE, FARCE MAIN SHALL
BE DUCTILE IRON WITH PUSH-ON JOINTS. I.t~~'~~
4. INSTALLATION OF CASING PIPE SHALL BE BY ~ Q ~ ~ ~
DRY BORING ~ JACKING.
5. INSTALLATION OF CASING AND CARRIER PIPE d~QZ
INSIDE RAILROAD RIGHTS-OF-WAY SHALL CONFORM zw ~
TO A.R.E.A. SPECS. -PART 5- "PIPELINES".
p~ ~
6. INSTALLATION OF CASING AND CARRIER PIPE QW
INSIDE NCDOT RIGHTS-QF-WAY SHALL CONFORM U~
TO NCDOT "POLICIES AND PROCEDURES FQR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY".
7. SEE NCDOT ENCROACHMENTAGREEMENT FORADDITIONAL
REQUIREMENTS FOR BORING. DATE
SEPT 2011
PROJECT NO.
60 ~ 9640
DRN. SMM CHK. LWM
SCALE: NTS DSN. DSS APP.
DRAWING NO.
C-DT1

w o
2"BRASS PLUG W!2" i- Q
FEMALE THREADED ADAPTER 3 o ~ w cn
VALVE COLLAR 24" x 24" x 6" THK ~
SET TOP F VALVE DT2 0 CAST IRON LID 3" DIA BRONZE DISC CONC PAD TYP EACH ~
BOX TO FINISHED FINISHED GRADE GRADE VALVE BOX ANCHORED IN GONG 3" DIA BRONZE DISC x ~
PAD STAMPAS READ ANCHORED IN CONC ~ ~
3 CONCRETE VALVE ~ ~ (SEE NOTE 1) PAD STAMPAS READ. ~ J
DT2 COLLARS IN UNPAVED Q /r../r,~/i?~ SIZE OF VALVE ALTERNATIVELY ~ a
FINISHED GRADE AREAS a a a a PROVIDE TAG PER ~
TYPE OF VALVE ~I a ° ~ ° ev °4 4° a ° a #4 BARS ALL NOTE Z Q
SERVICE ~A2eR a AROUND 2..
° ~ a I I °
DIRECTION & N a Q ° d
7,./~~~/1.~.;.~;~1/ / /l,(,~~,~„r;1/ir~,l~ SET VALVE AND BOX PLUMB, Wf OF TURNS TO OPEN
~l~/till ~ ~lI ~ BOX GENTERED ON OPERATOR ry a ' WATER ` ° a <~q,,` _p
VALVE STEM GUIDE PLATE 1~l%,~l ;lip ~ l , l~~ VALVE BOX a ° ° ° a f II ° °a a I t~ a s °4 1~ II C~ a Q ° ° e AND COVER a ° w
LOCATE WIRE . ~ W/GROUND LEVEL POSITION
TYP ADJUSTABLE CAST ( ) INDICATOR (~P) a ° a a ° ° , ° ~ 2000 PSI 1 ~ ~ ~~!%~'i`~~!'i~~!~~`~~f~~~i~~~~~~f!~~~'%
IRON VALVE BOX II CONCRETE MIN ~
SEE NOTE 2 2 MIN ANCHORS
UNIMPROVED CONDITION ~
v
TOP FLUSH ASPHALT SURFACE
EXTENSION ROD EXTENSION PIECE 4R PVC WITH FINISHED
VALVE - - PIPE GRADE
2
Uo Uo VALVE BOX MAIN o o DT2 t. ~
ao~ a Oa Oo ~ BASE DIAMETER BRONZE ~~r~~ , a~~
~°0°0°~ 1° MAX. 3 oa Oa oa
oQo0o0oC SLIDING TYPE, o Oo Oo Oo BOX SHALL REST DISC EPOXIED ON ~ ~ ~ ~ " ~ ~ ~ ~ VALVE UNDERSIDE OF CAP. e ~ ® .4~- ~
o~o~o~o ADJUSTABLE VALVE BOX BOX AN D {SEE NOTE 3) ~ ~ I ~
C)a Oo Oo C)o ON BEDDING ROCK 0 0 0 0 COVER M~ 4Yf y g ~q p
a o 0 0 o NOT ON VALVE OR 0 0 0 0 0 a0Q0~ D D V (Typ) IMPROVED CONDITION d' ~~~9~gp@0808
~u , Oo Do Oo C)o Oo PIPE AND SHALL ~~o~o~o~o~o~o L ~o~o~oDo~o~~ LOWER SECTION TO SUIT ~,~~c~py~ ~~~~r
)a Oo Oo Oo Oo Oa Oo Oo Oa o C)o Oo Oo Oo Oo C BE GENTERED ON ~j'~~~~~ama~o NOTE:
~oQo o~0 0 0 0 0 0 0 o~o~oQoao~ VALVE TYPE. REST ON 0 0000 0 ~o~Qa ~o~Oa Oo Oo Oo Oo Q Oo~Oo Oo~0o~Oo 0 OPERATING NUT o~ GRAVEL NOT ON VALVE OR 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL
PPE VALVES.
~ ~ 2. PROVIDE BRONZE IDENTIFIGATION DISC EPOXIED ON UNDERSIDE r-
GRAVEL OR CRUSHED 6"BEDDING ROCK OF COVER. PROVIDE SIZE OF VALVE, TYPE OF VALVE SERVICE ~
ROCK AND DIREGTION AND NO. OF TURNS TO OPEN. U z
3. FAINT VALVE COVER PER SERVICE TYPE {SEE PIPING ~
SCHEDULE/FLOW STREAM ID FOR COLOR OF EACH SERVICE. Q to
NOTES: ~ w ~ J
1. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE NOTES: O ~ ~t
EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED LL' cad
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. GRADE. ~ ~ O 6
2. THE AGTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO I-
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. d ~ ~ ~
VALVE t~LLAR DETAIL ~ °
®W a ~ > a~
S~ SCALE: N1'S w a
L 'N SCA E. TS SCALE: NTS e
W ~ OQ W
RIGHT-OF-WAY J W ~ ~
TRENCH ~ 2~~ U W ~
WIDTH ' h
_..~._~...~,,.~.~....~._._._n.P._.___m.9~. GROUND ~ 2" DIA. STAMPED BRONZE II ED BRONZE INSERT U
~ SURFACE 2' MINIMUM WITH S (FOR SEWER), DIST SEWER), DISTANCE w ~
___GOMPACTED~ 12 MIN. AND DIRECTION TO VALVE BACKFILL 6 MIN' ~ _COMPAGTED _ E )N TO VALVE ~ ~ d
BACKFILL ~ _ ; U
...a_ 0
_ ' % r-
r a~ HIGH ..MV.. 3H "MV"
T ~ NEW FORGE MAIN ' ' RENCH ~ ~ 18 MIN. ~ ~ ' ~ ; CAST INTO POST ~ INTO POST FLANGED DI REDUCER
f DEPTH ~ , ' RESTRAINED ADAPTER
MEGAFLANGE 2100 SERIES ~
r` ~ , RJ DIP W ~
~ ~ ~ ~ ~ 4'-6" _~____~_.,~____,_.w r. a... ~ w_ __....w._._.~___..~._! . VALVE BOX & COVER
g'' ~ / SEE VALVE BOX DETAIL ' ~ ~ 12 ' , W Z
I- w ~
(n~,Q ~
UNDISTURBED _ ~ UNDISTURBED ~ ,
SOIL ~ SOIL ro°p ' ~ ANTI-SEEPAGE COLLAR , ~ ~ ~ = w ~Wp
1'8'" NOM. BURY ; DR 9 HDPE PIPE W ~ ~ ~
NOTES: ~ ~ ~
DR 9 HDPE PIPE ~ ~ ~ („1 Q
1. ANTI-SEEPAGE COLLARS SHALL BE PROVIDED AT THE LOCATIONS NOTED 5 FLANGE ADAPTER W/BACK-UP RING ~ ~ L~ ~ Q
ON THE DRAWINGS. W/STAINLESS STEEL BOLTS ¢ ~ ~ ~
NOTES:
~ W ~
2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED OF PORTLAND CEMENT 1. WITNESS POST TO BE INSTALLED UPRIGHT WITH THE CAST
CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AFTER 28 DAYS. pMV" FA IN THE NEARE T TREET. C G S S
1. INCLUDE COSTS FOR FLANGE ADAPTER, FLANGED REDUCER, MEGAFLANGE AND
3. ANTI-SEEPAGE COLLARS SHALL EXTEND A MINIMUM OF ONE FOOT BELOW 2. DIRECTION AND DISTANCE SHALL BE ETCHED OR STAMPED ALL OTHER MATERIALS. IN UNIT BID PRICE OF HDPE PIPE Q ~
INTO THE BRONZE INSERT. THE BASE OF THE EXCAVATION, A MINIMUM OF SIX INCHES INTO THE TRENCH
WALL ON EACH SIDE OF THE EXCAVATION, AND A MINIMUM OF 18 INCHES
3.ONE POST SHALL BE INSTALLED FOR EACH VALVE LOCATED ABOVE THE CROWN OF THE PIPE. DETAIL FC~R C~~E~TICI~J
OUTSIDE THE PAVEMENT.
4. THERE UIRED SPECIFICATIONS SHALL BE ANY COLLARS FAILING TO MEET Q BETWEE~J HDPE AID DI PIPE DATE
4. WITNESS POST SHALL BE INSTALLED AT THE RIGHT-OF-WAY, _ REMOVED AND REBUILT AT THE CONTRACTOR S EXPENSE.
SI SCALE: NTS SEPT 201 ~
PROJECT NO.
019640~i
i DRN. SMM CHIP. ~WM
SCALE: NTS DSN. DSS APP.
DRAWING NO.
•NT SCALE. S Lr®®I Z

-"F- NC DOT RIGHT OF WAY 1 ~
a ~
° w
NOTE: w ~E: ~ ~ V ~
VALVE SHOWN IS' VE SHOWN IS THE STAINLESS STEEL BODY
VALVE AS APPRO~ VE AS APPROVED BY THE ENGINEERS ~ ~ ~ ~ ~ ~ _
AND SHALL BE SU SHALL BE SUPPLIED BY THE CONTRACTOR zr io ~ v c~
~ J 4" ~ J
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ i ~ - ~ (J
_ ~ _ ~i i~l ' , _ r
I~ ~ ~ ~ I ~ CJ _ ; W
OFFSET AIR RELEASE VALVE Q
PIPEAND FITTING SCHEDULE " _ „ " ~ STAINLESS STEEL, SHORT BODY
4x4x1t4 STEELANGLE, 24 x 36 x 42 D AIR RELEASE VALVE
QUAZITE BOX WALL PG STYLE QUAZITE BOX W/ 2" BALL VALVE ~
MARK SIZE DESCRIPTION MATERIAL PAINTED SEE NOTE NO. 1 ~
" T D-2239 AND D-3350 HDPE 1 2 PIPE, BLACKAS M THIS SHEET SUPPORT AND PIPING SEE DETAIL THIS SHEET ~
" IRED STAINLESS STEEL 1t2"x 2" S5 2 2 PIPE CLAMP (2 REQU )
ANCHOR BOLTS, o r x ~
" ED X BARBED FITTING GRAY PVC 3 2 THREAD NUTS AND WASHERS ..t ~ _ ,
4 REQUIRED 4 2" IPE THREADED BRASS P , _ , c~ „
TRACER WIRE - :R WIRE , , c~
318" T PLATE STAINLESS STEEL ~ o 5 U-CLAMP WI H a z
6"x 6"x 1/4" STEEL PLATE " BRONZE BODY
6 2 BALL VALVE, THREADED WELDED TO ANGLE, PAINTED
CHROME-PLATED BALL TYP. BOTH ENDS
PTFE SEAL P 2" HDPE PIPE, BLACK, 4" GRANULAR FILL ;c ~,-~~$`CA~'(~~''° ~
MUELLER 2" CORP STOP 7 2" COMBINATION AUTOMATIC AIR VALVE FOR STAINLESS STEEL ASTM D-2239 AND D-3350 ~
4 WASTEWATER; SHORT, THREADED
~ ~ ~-d~m~
0 PLING BRASS a 2 Cu 2" TAP FOR CORP STOP ~ ~ ] G~~ ~
" SCH 80 PVC g 2 UNION ~ - SHALL BE STANDARD ~ ~
s THREADED TAP. ~ ~ m m
2" PVC PIPE 5CH 80 PVC ° 10
DOUBLE BALE SERVICE SADDLE FOR PVC PIPE
2" 90° ELL SCH 80 PVC ° 1 1
1 S"
c~ r~
cv
~ ~
16"x 2"SERVICE SADDLE 3DLE e _
DOUBLE BALE, BRONZE NZE NOTES: ~ ~ 1. THE CONTRACTOR SHALL USE 24"x36"x42"D PG STYLE QUAZITE BOXES OR APPROVED EQUAL. W ~ J
~ ~ 2. THE AIR RELEASE VALVE ASSEMBLYAND BOXES FOR THE FORCE MAIN SHALL BE ~ ~
SCALE: NTS INSTALLED AT LOCATIONS AS SHOWN ON THE CONTRAGT DRAWINGS AND ADJACENT TO = ~ o
NCDOT RIGHT OF WAY. ~ ~ ~
Z c=i) 0° ~
~ ~ w ~ c
1 22 -4 ~ RELEASE VALVE W
11 °
~R VALVES +~FFSET FRC.~M THE FRE MAID
SCALE: NTS ~~E: rv-rs J W
;W~
E
0
F F U
T
PIPEAND FI1 D PIPE AND FITTING SCHEDULE
CHECK VALU GHECK VALVE AND BY PASS
MARK SIZE DESI DESCRIPTION MATERIAL
DUCTILE IRON ~ E--
A 16" TEE, RJ , , ~ ; ~ ~a W ~
B 16" PIPE, RJ DUCTILE IRON I- W
" 0
_ C 16 90 ELL, RJ DUCTILE IRON ~~'j W ~
~ PLUG VALVE, RJ, WITH D 16 VE, RJ, WITH DUCTILE IRON ~ ~
B VALVE BOX ?X CAST IRON J ~ ~ ~
B
E 16" CHECK VALVE, FLANGE ~LVE, FLANGED DUCTILE IRON j CL ~ ~ W
H ~ ~ JED FLANGED ADAPTER L]
F 16° RESTRAINED FLANGED _ MEGAFLANGE SERIES ; ,NGE SERIES 2100 OR EQUAL
(TYP.)
G 6' plA PRECAST CONCRETE ~ ND ~ CONCRETE MANHOLE WITH FLAT TOP A CONCRETE ~
36"x 36"ALUMINUM HAl LUMINUM HATCH, EXTENDED BASE. Q ~
16" FORCE MAIN 16 FORCE MAIN SEAL PIPE OPENINGS ti OPENINGS WITH LINK SEAL, OR EQUAL U1 ~ ~ ~ ~
MECHANICAL JOINT RE CAL JOINT RESTRAINT FOR DI PIPE '~C ~ ct ~
H 16 3 SERIES 1100 OR EQUAL ~ ~ ~
MEGALUG SERIES 110C
NOTE:
Q ~ ~
1. PIPE AND FITTINGS SHALL TINGS SHALL BE MECHANIGAL JOINT WITH ~
MEGAFLANGE OR EQUAL) (OR EQUAL) SERIES 1100 MECHANICAL JOINT
RESTRAINT FOR DUCTILE II DR DUCTILE IRON.
36"x 36 ALUMINUM HATCH
IN FLAT TOP 2. ALL PIPE AND FITTINGS FO ~ FITTINGS FOR CHECK VALVE AND BY-PASS ASSEMBLY
{REFLECTED VIEW) ASS 350 DUCTILE IRON. DATE
SHALL BE CLASS 350 DUCT SEPT 201 ~
PROJECT N0.
~a~~~~as
DRN. JMS CHK. LWM
DSN. DSS APP.
ALE: NTS SC DRAWING NQ.
r°T

1. UPON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS
IMMEDIATELY WITH GRAVELAND TEMPORARY VEGETATION. Q ~ ~ W
2. AFTER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY 1. IN ADDITI 1. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED ~
SEDIMENTATION AND EROSION CONTROL MEASURES NECESSARY. THE CON INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER AND AS THE INS REQUIRED BY THE PLANS TO MINIMIZE SEDIMENTATION AND EROSION AS
THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY ~
THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION. ~
J
CONSTRUCTION PROGRESSES. 2. EROSIO BE INST 3. APPLY TEMPORARY OR PERMANENT STABILZATION MEASURES IMMEDIATELY SEDIME ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE. 2. EROSION CONTROL MEASURES AS INDICATED ON PLANS OR IN THE SPECIFICATIONS SHALL a ~
BE INSTALLED PRIOR TO DISTURBING ANY. SOIL. CONTRACTOR SHALL MAINTAIN ALL
SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY Q
THEINS 4. AT GRADING COMPLETION, STABILIZE ALL GROUND COVER, INCLUDING REMOV BORROW AND SPOILAREAS, AND INSTALL PERMANENT SEDIMENTATION AND THE INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE
REMOVED. ~
0
EROSION CONTROL STRUCTURES SUCH AS CONCRETE LINE DITCHES, ETC., 3. CONTRA AS APPROVED BY THE NCDOT DISTRICT ENGINEER. IN NO CA CONTRACTOR SHALL SEED AND MULCH WITHIN 5 DAYS OF INITIAL DISTURBANCE AND W
IN NO CASE SHALL OVER 2,®00 FEET BE LEFT UNSEEDED AND UNMULCHED ATANY ONE TIME. ~
I. SEDIMENT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS ACCEPTED AND ~ c?
5. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS 4. SEDIMEN DIVERSION DITCHES, SEDIMENT TRAPS AND SILT FENCES. STABILIZ 6. MAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED 5. ANY EXC TO ENSURE PERMANENT SEDIMENTATION AND EROSION CONTROL. SITE UNL 7. CONTRACTOR SHALL SEED AND MULCH WITHIN 5 DAYS OF INITIAL DISTURBANCE AND 6. CONTRA IN NO CASE SHALL OVER 2,000 FEET BE LEFT UNSEEDED AND UNMULCHED ATANY ONE TIME. DISTURB DRAINA CONSTRUCTION SEQUENCE 7. WHENA SCALE: NTS DIRT (FI OFTHE 1. DISTURBED AREAS ALONG HIGHWAYS SHALL HAVE THE FOLLOWING GRASS SEED MIXTURE: THE JOB
STABILIZATION IS COMPLETE.
5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR FILL SHALL BE REMOVED FROM THE z
SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.
3. CONTRACTOR SHALL MAINTAIN ALL STREETSIDE DRAINAGE SWALES AND DITCHES. ALL ~q~~~~®rA~gB
DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES AND
DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT. ~ e° ~j~
~ t ~
1. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD, ~ ~ ~ ti~ ~t
6~ 6 ,1~ ~~~°4 DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SIDE ~ ~-.j ? ~ ~
OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER ~ ~q~~ ~~~ffi,
THE JOB SPECIFICATIONS.
2. COASTAL BERMUDA GRASS, AS REQUIRED BY SEASONAL OR SOIL CONDITIONS. 8. WHEN IN 0 8. WHEN INSTALLING RIP RAP ON DISTURBED STREAM BANKS, CONTRACTOR SHALL PLAN WORK
cc~
SEED MIXES SHALL BE AT LEAST 90% PURE AND 80% GERMINATION, CONFORMING IN SUCH IN SUCH MANNER THAN STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO ~
TO STATE LAW. STREAM STREAM OR DRAINAGE AREA. ~ ~
3. FERTILIZER SHALL BE COMMERCIAL TYPE 16-4-8 OR EQUIVALENT, CONFORMING TO STATE LAW. Q ~
9. CONTRA 9. CONTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENT COLLECTION STRUCTURES ~ w
4. LIME SHALL CONSIST OF AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING IN STRE AT LEAST 34% MAGNESIUM CARBONATE. SHOWN 5. ALLAREAS TO BE GRASSED SHALL BE CULTIVATED TO A DEPTH NOT LESS THAN 6 SUFFICI INCHES BY MECHANICAL TILLER. ALL CLODS OR CLUMPS SHALL BE BROKEN AND FOREIGN OF SEDI MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF-SITE. THE CONTRACTOR SHALL CONTRA IN STREETSIDE DITCHES WHEN SO DIRECTED BY THE ENGINEERS, EVEN THOUGH NOT
SHOWN ON THE CONTRACT DRAWINGS, WHEN, IN THE OPINION OF THE ENGINEERS, ~ ~ ~
SUFFICIENT CARE IS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE = b-
OF SEDIMENT INTO DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE ~ ~ ~
CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER. z ~
INCLUDE THE COST OF REMOVING FOREIGN MATERIAL AND OFF-SITE DISPOSAL IN THE r
BID PRICE FOR PIPE. to ~ ~ ~
10. WHERE WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS, w oc ~
ALL TRE 6. APPLICATION OF FERTILIZER, LIME AND SEED SHALL CONFORM TO THE FOLLOWING IS IMMIN ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN ~ ~ ~ ~
IS IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER w ~ ~ ~
APPLICATION RATES: WEEKE BERMUDA: 40 POUNDS PER ACRE (MINIMUM) BEFORE WEEKENDS, OR DURING INCLEMENT WEATHER. OPEN END OF PIPE SHALL BE PLUGGED ~ w ~ ~
BEFORE CLOSING TRENCH. ~ ~ ~
FERTILIZER: 500 POUNDS PER ACRE iJ O
~ ~
LIME: 2000 POUNDS PERACRE
c~
SEDIME 7. SEED SHALL REAPPLIED EVENLY BYA COMMERCIALAPPLICATORAND RAKED IN LIGHTLY. DIMENTATION ANL~ EROSION CONTROL NOTES T
n
SEED SHALL NOT BE SOWN IMMEDIATELY FOLLOWING RAIN, WHEN THE GROUND SCALE: NTS NTS
IS TOO DRY, OR DURING WINDY PERIODS. ALL SEEDED AREAS SHALL BE COMPACTED
AND DRESSED SMOOTH WITH A ROLLER. OTHER DEVICES FOR COMPACTION AND DRESSINGG O
WILL BE APPROVED BY THE ENGINEERS. Imo- ~
W Z ~
8. TEMPORARY COVER SHALL BE USED ONLY IN TIMES THAT ARE INAPPROPRIATE FOR
ESTABLISHING PERMANENT GRASS COVER. HOWEVER, ONCE THE TIME IS APPROPRIATE Q ~ ~ ~
FOR SEEDING A PERMANENT COVER, THE CONTRACTOR SHALL RETURN TO THE SITE AND ~w ~ ~
PROVIDE THE PERMANENT COVER AS SPECIFIED. ~ o
e~~,~~ -
9. TEMPORARY COVER SHALL BE PROVIDED AS SPECIFIED FOR PERMANENT COVER WITH THE o
FOLLOWING EXCEPTIONS: ~~W~ ~
10. FERTILIZER SHALL BE APPLIED AT ONE-HALF THE RATE SPECIFIED FOR PERMANENT COVER w~~~ ~
IY~ O
11. SEED FOR TEMPORARY COVER SHALL BE RYE OR SUDAN GRASS APPLIED AT RATES
TO PROVIDE AN ADEQUATE AND ACCEPTABLE TEMPORARY COVER. LEG 12. ALL SEEDED AREAS SHALL BE WATERED UNTILAN ACCEPTABLE GRASS COVER IS OBTAINED.
LEGEND: ~ ~ ~ v ~
~z~~
~ ~
13. DURING THE PERIOD OF GUARANTEE, THE CONTRACTOR SHALL REPAIR ALL DAMAGE J~
STONE FILTER ~ Q
DUE TO EROSION AND OTHER CAUSES, AND SHALL MAINTAIN ALL GRASSED AREAS IN AN CHECK DAM I P INLET PROTECTION cZ w
ACCEPTABLE CONDITION. GRASS SHALL BE MOWED AND WATERED AS NECESSARY. C~ ~ ~
14. THE CONTRACTOR SHALL REVIEW CHAPTER 02800 OF THE DETAIL SPECIFICATIONS
FOR ADDITIONAL INFORMATION AND REQUIREMENTS. F P P FABRIC PROTECTED OUTLET STABILIZATION DROP INLET
15. NO FESCUE SHALL BE USED. DATE
BLOCKAND GRAVEL -Qa~ SILT FENCE
BG PROTECTED SEPT 2011
DROP INLET ARC FILTER ROCK PIPE INLET PROTECTION PROJECT N0.
~i019fi40~
SEEDING REQUIREMENTS
JUTE MATTING TEMPORARY CONSTRUCTION ENTRANCE DRN. snnnn cHK. ~wrw
FOR DISTURBED AREAS ALONG HIGHWAYS JM DSN. DSS APP.
SCALE: NTS DRAWING N0.
C-S E 1

STEEL FENCE POST L =THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION. A g W O d ~
L
W t/7
W
o CONSTRUCTION SPECIFICATIONS:
° ~ 9. SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST OF DOWNSTREAM DAM IS o~~~. ` f ~ csa
AT ELEVATION OF THE TOE OF THE UPSTREAM DAM. G~o~ a v ce
d° a ° o Z J
2. KEEP THE CENTER SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL ~ d 8 ~ o Pa ,y'Q+~ ~ Q od qd0 o a JA.
WHERE THE DAM ABUTS THE CHANNEL BANKS. / opaO°°°a ao °o ° •VY
' _ vo4oo°trv Od oPO q°Oa P Q o q X11 ° a 4 n° o P d o ° e° ob a o o° o a a ~.1.~ a a~a °
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS. ~ ovvoapo., o<, d° °°,00 cb Qo©4.~ v . Op p060nO°O da o~O~ OQd®°C'4°bQo 4 pQD ~c D
o a 4 nQ °o qo ~°aC°o ~Q abo- o°d~ mD 0° a o~ pQO O
A 1.5' °O1Y °edO °Oo° ~o ob n° Q,o P / c~ om ~pO ° 4 °p ~ °ada O °q'° O.e
MIN ©qoQ O~Qo °p4°~p°ob° no (lp n od c 00 Oo Oo©o~~0~ O a° Q
WASHED STONE ° ° ° a d° ° °b o ~ q ° O a° ~ ° OQ vd OQapc
FILTER ACROSS HARDWARE CLOTH d ~QO Oo 0 oe d°
PIPE INLET ~ ~ 9"MIN. Q ~ ~,4 OU C~ Qo 2-31NCHES COARSE AGGREGATE ~Q° ae a °a ~
STEEL FENCE POST ~ 6-INCHES THICK 20
_
4 FILTER FABRIC CONSTRUCTION SPECIFICATIONS ~
tl
1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH C? C~
CONSTRUCTION ROAD ENTRANCE TO STATE ROAD. 2-3 INCH COARSE AGGREGATE ~ SHALL BE USED. PAD SHALL BE 50 FEET LONG BY 20 FEET WIDE BY 6 INCHES Z
DEEP MINIMUM.
' A 2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE (TANDEM) TRUCKS.
, ~ - CLASS A OR BRIP-RAP
~ ~ 3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION s~~s~~~
, , ~ o WASHED STONE Q-j VEHICLES. '.;y~~ ° ° amp ~ ~ ~ ~Ar r
~ ' , ~ FILTERAGROSS pIpEDIA. MIN. Ca 4. LOCATE TEMPORARY'"fIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION ~ ~ ~ .~v
" ~ ~ ~ PIPE INLET ~ ~ ) r , , 2!3 PIPE DIA. (MAX.) 24° MAX. ROADWAYS WHERE THEY CROSS STATE ROADS. ~ ~ ~~4~
' AT ENTER O 4 C ~ ~Lr;~ 1 J J~ g y 4~ ® k uy ? ~ P
r FILTER FABRIC n ~ Car 0
ti~ ~ 4p Ca MAINTENANCE REQUIREMENTS ~~°~~~~~`~~m~*~~ ~"g~~~~&
7 ~ s
00 ~ , 04 HARDWARE CLOTH ORIGINAL GRADE ~ t~ 1. CONTRACTOR SHALL MAINTAIN "TIRE SCRUBBERS" IN CONDITION SUCH THAT TRUCKS ~4g'aa~~n ARE PREVENTED FROM TRACKING MUD ONTO STREETS AND MUD IS PREVENTED
u FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS "TIRE SCRUBBERS" PERIODICALLY ~
MAINTENANCE REQUIREMENTS: SEDIMENT STORAGE SECTIONA-A AS NEEDED. ~
1. THE CONTRACTOR SHALL INSPECT EACH STONE FILTER INLET PROTECTION DEVICE AFTER EACH RAINFALL. ~ ~ _ 'I, a MAINTENANCE REQUIREMENTS: P-
SEDIMENT THAT HAS ACCUMULATED TO THE DEPTH OF 25`YO OF THE PIPE DIAMETER SHALL BE REMOVED. DEBRIS 2. THE CONTRACTOR SHALL REMOVE TEMPORARY ENTRANCE/EXITAFTER AREA ~
ACGUMULATEDACROSSTHE INLET PROTECTION DEVICE SHALL BE REMOVED AND DISPOSED OFOFF-SITE. 1, THE CONTRACTOR SHALL INSPECT THE CHECK DAMS AND CHANNELS FOR DAMAGE HAS BEEN STABILIZED. ~ ~
2. THE CONTRACTOR SHALL REPLACE STONE THAT HAS BEEN WASHED AWAYAND SHALL RESTORE DAMAGED PARTS AFTER EACH RUNOFF EVENTAND CORRECTALL DAMAGE IMMEDIATELY 3. NO WET S06LALLOWED ON THE ROADWAY. _
OF THE STONE FILTER. THE WIRE CLOTH AND STEEL FENCE POSTS SHALLALSO BE INSPECTED AND SHALL BE REPAIRED OR REPLACED IF DAMAGED. 2. THE CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS Q
~ W J J
EN TABILIZED, NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION. THE CONTRACTOR SHALL 3. THE STONE FILTER INLET PROTECTION SHALL NOT BE REMOVED UNTIL THE AREA HAS BE S ALSO GLEAN OUT STRAW, LIMBS AND OTHER MISCELLANEOUS DEBRIS THAT CAN CLOG O ~ X
THE CHANNEL. 4- ~ CV
TR CTIOI~ ~~~a e
TEMPORARY GRAVEL CONS U N ~
~
EI`~TRA~CE/EXIT TIRE SCRUBBER ~~~Z
ALE: NTS S SCALE. NTS SC SCALE: NTS ~ j
CONSTRUCTION SPECIFICATIONS ' ~ ° vl
5'-0" METAL STAKE DRNEN 2'-0" INTO GROUND. (W,) © ~ ~
1. THE CONTRACTOR SHALL CLEAR THE AREA IN FRONT OF THE INLET. MAXIMUM SPACING OF STAKES 8'-Q" Q.C. ~ W d. ~
LL ~ ~ W
2. THE CONTRACTOR SHALL INSTALL CLASS BRIP-RAP IN ASEMI-CIRCLE AROUND THE PIPE INLET. THE STONE SHALL BE BUILT UP HIGHER ON EACH J ~ ~ d
END WHERE IT TIES INTO THE EMBANKMENT THE MINIMUM CREST WIDTH OF ~ W
T WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. Rlp RAP THE RIP-RAP SHALL BE 3 FEE , d~ HEADWALL Z
THE MINIMUM HEIGHT SHALL BE 2 FEET, BUTALS01 FOOT LOWER THAN THE 2
SHOULDER OF THE EMBANKMENT OR DIVERSIONS. ~ SECURE FABRIC TO STAKES AND WIRE MESH WITH W ~
3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHALL BE PLACED PLASTIC OR WIRE TIES AND MAINTAIN. H ~
QN THE OUTSIDE SLOPE OF THE RIP-RAP. STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2'-0" ~
OF FABRIC ABOVE GROUND. ~
4. THE SEDIMENT STORAGE AREA SHALL BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE. FLO
BACK WITH "HOG" WIRE
5. WHEN THE CONTRIBUTING DRAINAGEAREAHAS BEEN STABILIZED, THE
CONTRACTOR SHALL FILL THE DEPRESSION AND ESTABLISH FINAL GRADING CULVERT
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
EXCAVATE 4"W x 8" D TRENCH AS SHOWN ~ F-
FIN. GRADE ~ W
CLASS B RIP•RAP FIN. GRADE
& ~ ~ W
NCDOT #5 OR #5i WASHED STONE w
ti~0 ~ ~ ~
4~ : = DIRECTION OF RUNOFF FLOW 6~ ~ ac
BURY TOE OF FABRIC IN GROUND A MINIMUM OF 8" ~ ~
RIP-RAP HEADWALL
1' 3 i' MIN. HEIGHT FROM ~ dly ROAD SHOULDER
J CONSTRUCTION SPECIFICATIONS ~ ~ ~
2' SEDIMENT CULVERT 1. BACKFILL 4"X8" TRENCH WITH SOIL PLACED OVER Z
STORAGE ZONE THE FILTER FABRIC. CONTRACTOR SHALL COMPACT BACKFILL. ~ W Q
1.5' CLASS BRIP-RAP
FLOOD P MAINTENANCE REQUIREMENTS:
MAINTENANCE REQUIREMENTS STORAGE ZONE NCDOT #5 OR #57 - WASHEDSTONE ~ 1. ALL SILT FENCES SHALL BE INSPECTED EACH WEEKAND AFTER EACH RAINFALL. ANY REQUIRED ~ ~ W
1. THE CONTRACTOR SHALL INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLYAND AFTER EACH REPAIRS SHALL BE MADE IMMEDIATELY. TORN, COLLAPSED, DEGQMPOSED OR INEFFECTIVE FABRIC ~ ~ C
SIGNIFICANT (112" OR GREATER) RAINFALL EVENTAND REPAIR IMMEDIATELY. SEDIMENT SHALL BE SHALL BE REPLACED IMMEDIATELY. LL G
REMOVED AND THE SEDIMENT STORAGE AREA SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE FENCE AFTER EVERY RAINFALL. THE FENCE SHALL I-
THE SEDIMENT HAS ACCUMULATED TTONE-HALF THE DESIGN QF THE TRAP. SEDIMENT THAT IS REMOVED NOT BE DAMAGED AS SEDIMENT DEPOSITS ARE REMOVED. ANY SILT FENCING DAMAGED BY THE CONTRACTOR DURING SEDIMENT REMOVAL SHALL BE REPLACED AT NOADDITIONAL COSTTO THE OWNER.
SHALL BEDISPOSED OF QFF-SITE IN AN AREAAPPROVED BY THE ENGINEERS.
2. THE STRUCTURE SHALL BE CHECKED FOR DAMAGE. ANY RIP-RAP DISPLACED FROM THE STONE HORSESHOE 3. SILT FENCES SHALL NOT BE REMOVED UNTIL THE AREA, INCLUDING THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
SHALL BE REPLACED IMMEDIATELY. DATE
3. AF'fERALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, THE STRUCTURE AND ALl UNSTABLE SEDIMENT SHALL BE REMOVED. THE AREA SHALL BE GRADED TO MATCH THE ADJOINING AREAS SEPT 2011
AND PERMANENT GROUND COVER SHALL BE ESTABLISHED, PROJECT N0.
6®196406
~ I LT F E ~J C E DETAIL DRN. SMM CI-,~. LWM
DSN. DSS APP.
ALE: P SCALE: NTS SC SCALE: NTS DRAWING N0.
® E

SPACE 5-FOOT METAL POSTS ooo~` Q °
4' APART (MAXIMUM) DEWAI~,_ TERING CONCRETE BLOCK AROUND THE INLET W
NCDOT #5 OR #57 o~ ~ w
WASHED STONE ° D°~ _ , ¦ oo A ~
LAC ~ ~
° ~ ¦ b 0~°°0 (1 0 0 ~ tr
O ~ ~ lJ ~ ? ~ J
p~ o 0 0 ° ~ Q
~ A/ 2 ° a Ai - ~ ° \ ~ Q
16° d~ o , ~ io 1 ° - o , ° v
w
_ ~o~o moo - o~Oaa~oo~ d
2,0
19-GUAGE WIRE MESH (114" MESH OPENINGS) 2:1 SLOPE GRAVEL FILTER PLAN VIEW Z
2 FEET HIGH AND 2 FOOT FLAP AROUND '
INLET (NOT SHOWN FOR CLARITY) WIRE SCREEN W
TEMPORARY SEDIMENT CONSTRUCTION SPECIFICATIONS: POOL
DEWATERING LA
'~o.. ~
1. THE CONTRACTOR SHALL INSTALL A SHALLOW DEPRESSION APPROACHING THE INLET. 1'MIN 16 X40 o.' IY
2'MAX.
. ~ ~-iii=111- 2. SPACE STAKES EVENLYAROUND THE PERIMETER OF THE INLET A MAXIMUM _ ~ I~ I ~I I I ~
OF 4 FEET APART TO A DEPTH OF 24 INCHES. ~=`III"-'III I ~ 1= - - I _
III= ° °
3. POSTS SHALL BE SURROUNDED WITH WIRE MESH 19-GUAGE HAROWARD CLOTH. SEDIMENT I= 6" GRAVEL FILTER
WIRE MESH SHALL BE SECURED TO THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM. A 2 FOOT FLAP OF WIRE MESH SHALL BE PLACED UNDER THE GRAVEL. OR FILTER FABRIC a ~`~~~~®~'~e
4. WIRE MESH SHALL BE C T CONSTRUCTION SPECIFICATIONS: U FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. SECI"ION A-A ~~p
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ' i V.. ~
5. FASTEN WIRE MESH SECURELY TO THE 5TAKE5 AND FRAME. JOINTS MUST BE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE NOTES: ~'f ~ . >
OVERLAPPED TO THE NEXT STEEL POST. FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCH BELOW THE CREASY OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF 1. LAIS THE LENGTH OF THE RIPRAP APRON. ~ ~ j
THE BLOCK AGAINST THE EDGE OF THE STORM GRAIN 6.ONLY 5-FOOT STEEL POSTS SHALL BE USED. THE CONTRACTOR SHALL FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN 2. THE DOWNSTREAM WIDTH OF THE APRON SHALL CONFORM TO THE REQUIRED DIMENSIONS. ~~s.~~®«ry~~'~
NOT USE WOODEN OR PLASTIC STAKES. OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH 3. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND ~'~~a~ea~~~
7. COMPACT AREA PROPERLY AND STABILIZE THE AREA WITH GROUND COVER. BLOCK OPENINGS. SOIL FOUNDATION.
8. INLETS SHALL BE INSPECTED EACH WEEKAND AFTER EVERY RAINFALL EVENT TOTALLING 4. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION
1 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE r~INCH OR MORE TOTAL RAINFALL. WTHE WIRE MESH SHALL BE KEPT CLEAR OF OBJECTS WIRE MESH WITH 112-INCH OPENING OVERALL OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS 1` LESS.
AND OTHER DEBRIS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. THE WIRE MESH BLOCK OPENING TO HOLD GRAVEL IN PLACE. i~
SHALL NOT BE DAMAGED DURING CLEANING OPERATIONS, AND ANY DAMAGED MESH OR POSTS N
SHALL BE REPLACEDAT N ADDITI NAL T 3. USE CLEAN GRAVEL,3t4T01/2-INCH IN 0 0 COS TO THE OWNER, STONE SHALL BE REPLACED DIAMETER, PLACED 21NCHES BELOW THE TOP OF THE
AS NEEDED OR REQUIRED BY THE ENGINEERS AT NO ADDITIONAL COST TO THE OWNER. BLOCK ON A Z.1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS ~ ~ REQUIRED OUTLET PROTECTION DIMENSIONS _ _
RECOMMENDED. ID. # Do (in.) LA (ft.} W (ft.} d (in.) RIP-RAP CLASS Z W
OS #1 38 14 9 1~ A ~ J ~
OS #2 18 8 5 12 A ~ ~ ~ CV
~ ~ CV Q F- W c0
~ ~ ~ t!) °a ~
SCALE: NT S u7 ~
U ® N ~ CD ~ i
SCALE: NTS W ~ ~
~ W ~ Q
~ W ~
4 ~
2
h ~
SCALE: NTH ~ c~
0
O
~ ~ ~
W ~ Z
W ~
sw ~
Wiz o
~ O -
~ ~~W~ ~J
w~-~~
~~C} Zw ~r~

z~Q~
J ~ cr
~ w
~ ~ ~ ~ ~
DATE
SEPT 2Q11
PRaJECT NQ.
~019~406
DRN. SMM CHK. LWM
DSN. D8S APP.
DRAWING N0.
C-~E3

DATE:
9--~ZOl 1
STJBMITTAL:
1 UO°lo

,7 _ ~ O~ ~\y 74176 W r
~7
i~~ ~ ~ soa i / _
E--i
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- - ~ . ~ ~
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~ 33 w w
~ _ _ i i / o
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r 130 ~ ~
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904 ~
PROJECT - - ~ ~~~~RTH CAR~~~-
AREA ~ ~ ~
~ ~ ~ ~ ~ ~ o
w ~
VICINITY MAP ~
(Not to Scale) ~ PART 2 ~ ~ ~ w
~~,~,w~
~ a ~ w
~ a ~ a ~
CAROLINA SHORES WASTEWAT OWNER PLANT IMPROVEM BRUNSWICK COUNTY
,
~
r~~., Ks, _ ~.fr,
POST OFFICE BOX 249 f'/ y
!'i
BOLIVIA, NC 28422 SEDIMENTATION AND EROSION CONTROL NOTES:
T
1. SEE SHEET P-SE1 FOR CONSTRUCTION SEQUENCE, NOTES AND DETAILS.
2. CONTACT PERSON SHOULD SEDIMENTATION AND EROSION CONTROL
ISSUES ARISE DURING CONSTRUCTION:
TYPE OF wO~:I~.:
ENGINEERS JOHN 1vICHOLS, 910-253-2653. T ~COM 3. PROJECT DRAINS TO PERSIMMON SWAMP (STREAM CLASSIFICATION C; SW). C iI 4. PROJECT SOILS ARE TOMAHALK LOAMY FINE SAND.
COl`~TSTRI.TCTIOl'~T OF SEWAGE PUlVIP STATION
UP~rl~~.ATES TO EISTINC~ WASTEWATER TREATNIE T PLANT PROTECT MAR.
TECHNICAL SERVICES OF NORTH CAROLINA, INC 5. TOTAL DISTURBED AREA FOR PARTS 1 AND 2 IS 18.5 ACRES. PART 1, FORCE I1~ 701 CORPORATE CENTER DRIVE, SUITE 475, RALEIGH, NC 27607 MAIN IS 17.9 ACRES AND PART 2, WASTEWATER TREATMENT PLANT IS 0.6 ACRES. S 919-854-6200 919-854-6259 (fax) T~TDE OF SHEETS
SEE SHEET PCB-101 FOR I~~DE
AECOM License No. F-0342 6. PROJECT LOCATION: BRiJNSWICK COUNTY
LAT 33° 53' 36.3"N
LONG 78° 35' 24" W °°ENGINEER'S CERTIFICATION OF COMPLIANCE
IANCE WITH BRLTl~TSWICI. COLT~TTY SPECIFICATIONS AND DETAILS"
NUMBER DATE BY REVISION DESCRIPTION I hereby certify that the plans, details, and associated pr Brunswick County's Standard Specifications and Stan my understanding that reviews and approvals by Brun have reviewed and are in agreement with every portion
:fated project specifications comply with the latest version, as o this date, of TECH:
d Standard Details per standard engineering practice. Furthermore, I confirm
DES: JULIA M. SHUTT
~ Brunswicl~ County personnel do not imply that Brunswicl~ County personnel
portion Of the plans and specifications that I have submitted. I understand that CHK: D. sTEPI~N SCRUGGS
Brunswick County reviews and approvals are meant to objectives. I understand that it is my full responsibility .eant to ensure that the overall plans are in general compliance with County
isibility to ensure that plans and specifications are in full compliance with PROJECT NO.
applicable County, State, Federal, and other municipal APPROVAL STATUS DATE BY DEPARTMENT assume operation, maintenance, ar ownership of const ? ~S ? No ? N,A PLANNING may refuse to issue permits at facilities that the County ~.icipal requirements. Additionally, I understand that the County will not +6019b406
F constructed facilities that do not meet County requirements and the County
County deems are non-compliant with County Specifications. I also confirm SHEET NO.
? ~S ? No ? NSA ENGINEERING my understanding that County Inspections are for the s ? ~S ? No ? NSA PUBLIC UTILITIES to use, County inspections for State compliance purpos ar the sale use of the County and I certify that I will not use, or irect others
purposes or any other purpose." CODER

CONSTRUCTION SE UENCE AND ADDITI NAL O RE IREME U NTS FOR T TABLE CAF CONTENTS Ff~?R PAf~T 2 - VV'WTP IMPRC~VEME(~T
CAROLINA H RE F R E MAIN AND WA TE S O S O C WATER TREAT S MENT c DRAWING N0. DESCRIPTI©N W
SPECIAL PROVISIONS PLANT IMPROVEMENTS PG-101 TABLE OF CONTENTS, CONSTRUCTION SEQUENCE NOTES, ABBREVIATIONS ~ w
t. THE CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRONIC MARKER BALLS FOR ALL PLANT PIPING 1. THE DIVERSION PUMP STATION, FORCE MAIN, ANTENNA TOWER, SCADA SYSTEM AND MCC BUILDING MUST
INSTALLED IN ACCORDANCE WITH SECTION 33 30 00 -SANITARY SEWERAGE UTILITIES OF THE CONTRACT BE CONSTRUCTED AND PLACED INTO OPERATION PRIOR TO TAKING THE WASTEWATER TREATMENT PLANT OUT PG-102 HYDRAULIC PROFILE ~
SPECIFICATIONS. THE OWNER MAY FURNISH MARKER BALLS FOR A SPECIFIC LOCATION, AND THE ' OF SERVICE. HOWEVER, THE NEW PUMP SUCTION PIPING MUST BE INSTALLED INSIDE THE EQUALIZATION c~
CONTRACTOR SHALL INSTALL THE BALLS AT NO ADDITIONAL COST, BASIN PRIOR TO PLACING THE 61VERSION PUMP STATION INTO SERVICE. PC-1d1 EXISTING SITE PLAN -WASTEWATER TREATMENT PLANT ~ Y J = J
2. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE TREATMENT PLANT TO THE NEW DRIVEWAY 2, WORK ON THE EQUALIZATION BASIN MUST BE DONE PRIOR TO TAKING THE WASTEWATER TREATMENT U PC-1 d2 PROPOSED SITE PLAN -WASTEWATER TREATMENT PLANT ~
OF HIGHWAY 17 AND THE NEW GRAVEL ACCESS ROAD THAT IS TO BE CONSTRUCTED AS PART OF PART 1 PLANT OUT OF SERVICE. THE CONTRACTOR SHALL GIVE THE OWNER 72 HOURS NOTICE PRIOR TQ ~ ~
NEW- FORCE MAIN. BEGINNING WORK ON THE EQUALZATION BASIN. THE EQUALIZATION BASIN MAY NOT BE OUT OF SERVICE PCD-1d1 DEMOLITION PLAN -EXISTING INFLUENT PUMP STATION AREA °
FOR MORE THAN 48 HOURS,
A. ALL PIPING AND MATERIALS NEEDED TO INSTALL THE NEW PUMP SUCTION PIPING MUST BE ON PCD-102 DEMOLITION PLAN -EXISTING AERATION BASINS AREA
SITE. THE PIPING, FITTINGS AND PIPE SUPPORTS SHALL BE FIEL6 PAINTED PRIOR TO TAKING THE
BASIN OUT OF SERVICE, PCD-103 DEMOLITION PLAN -SEDIMENTATION AND FILTRATION AREA
B. THE OWNER SHALL TAKE THE EQUALIZATION BASIN OUT OF SERVICE AND SHALL PUMP DOWN THE TANK. THE BASIN SHALL BE TAKEN {1UT 4F SERVICE BY DIVERTING THE FLOW FROM THE OVERFLOW PCG-101 STAKING AND GRADING PLAN -EQUALIZATION BASIN AREA ~
BOX DIRECTLY TO THE AERATION BASINS. THE EXISTING IN-PLANT PUMP STATION SHALL ALSO BE Q
RE-VALVED IN ORDER TQ AID IN DIVERTING THE FLOW, PCG-102 STAKING AND GRADING FLAN -AERATION BASIN AREA `j'
C. THE CONTRACTOR SHALL REMOVE ALL REMAINING SOLIDS AND GRIT FROM THE BASIN AND SHALL DISPOSE OF THEM IN THE DIGESTERS AT THE TREATMENT PLANT, PCG-1 d3 STAKING AND GRADING PLAN -SEDIMENTATION AND FILTRATION AREA
PCU-1d1 PROPOSED PIPING PLAN, EQUALIZATION BASIN AREA
D. THE CONTRACTOR SHALL CORE BORE. THE HOLES, INSTALL THE SUCTION PIPING AND INSTALL THE
PIPE SUPPORTS. PCU-1d2 PIPING PLAN -NEW INFLUENT SPUTTER BOX ~
E. UPON COMPLETION, THE OWNER SHALL PLACE THE BASIN BACK INTO SERVICE AND RE-VALVE THE 4 U
IN-PLANT PUMP STATION. PCU-103 PIPING PLAN -NEW CLARIFIER SPUTTER BOX °z
3, DIVERSION PUMP STATION, PD-1d1 NEW IN-PLANT PUMP STATION, PLAN, SECTIONS AND DETAILS
A. THE PUMPS, VALVES AND PIPING SHALL BE INSTALLED. c7~4~~4~ PBBIPY,r
PD-2d1 PLAN VIEW, EXISTING CONDITIONS, EQUALIZATION BASIN ~ I ~~3_`~~° ~m,~m i ~~f
B, THE NEW MCC BUILDING MUST BE INSTALLED,
PD-202 NEW DIVERSION PUMP STATION, PLAN VIEW AND PIPING ~ + j ~4
C. ALL ELECTRICAL EQUIPMENT AND SCADA SYSTEM ASSOCIATED WITH THE NEW DIVERSION PUMPS MUST 8E INSTALLED. PD-203 NEW DIVERSION PUMP STATION, SECTION ~ J~ 6~
D, THE NEW ELECTRICAL SERVICE FOR THE HEADWORKS AREA MUST BE INSTALLED. PD-301 NEW INFLUENT SPUTTER BOX, PLAN VIEW AND SECTIONS
E, THE NEW STAND-BY GENERATOR MUST BE INSTALLED AND COMMISSIONED. D- NEW CLARIFIER SPUTTER B X PLAN VIEW AND SE TI N ~~~~~~p~ t~° ~4~~ P 302 O, C O S
4, THE NEW ANTENNA TOWER AND SCADA RE-CONNECTIONS MUST BE PLACED INTO OPERATION ALONG WITH
THE NEW SCADA CONTROLS FOR THE DIVERSION PUMP STATION PRIOR TO PLACING THE PUMP STATION AND PD-401 AUTOMATIC BACKWASHING FILTER RENOVATIONS
FARCE MAIN INTO SERVICE. r. 0
5. FORCE MAIN. PD-5d1 NEW MCC BUILDING -PLAN VIEWAND BUILDING DATA SHEET r`°..
cy
A. THE NEW FORCE MAIN MUST BE COMPLETED AND PLACED INTO SERVICE. PD-5d2 NEW MCC BUILDING -SECTIONS AND ELEVATIONS U Z
Z
B, THE NEW DIVERSION PUMP STATION MUST BE PLACED INTO OPERATION AND SUCCESSFULLY OPERATE FOR TWO WEEKS WITHOUT PROBLEMS THAT SHUT THE SYSTEM DOWN PRIOR TO TAKING THE PD-601 NEW SCUM PUMP STATION Q ~
WASTEWATER TREATMENT PLANT OUR OF SERVICE. THE OWNER AND ENGINEER SHALL DECIDE IF PD-602 DEMOLITION AND PROPOSED PIPING PLAN, EXISTING SCUM PUMP STATION, ~ ~
ADDITIONAL OPERATION TIME IS NEEDED FOR THE FORCE MAIN AND DIVERSION PUMP STATION PRIOR CLARIFIERS 1 AND 2 ~ ~
TO TAKING THE WASTEWATER TREATMENT PLANT OUT OF SERVICE. PD-603 DEMOLITION AND PROPOSED SITE PLAN, NEW SCUM PUMP STATION ~
6. WASTEWATER TREATMENT PLANT. U ~ ~
P-DTI DETAILS ~ W ~
A. EQUALIZATION BASIN,
Z ~ ~ Z P-DT2 DETAILS V3 ~ q~
1), THE EXISTING EQUALIZATION BASIN SHALL REMAIN IN SERVICE WHILE THE TREATMENT PLANT IS OUT OF SERVICE TO ASSIST OPERATION OF THE NEW DIVERSION PUMP STATION AND FORCE
MAIN, ~ j c~ ~ P-DT3 DETAILS
W ~ ~
B, IN-PLANT PUMP STATION, P-DT4 DETAILS ~ ~ ~ ~ ~ ~
O
9 INSTALL THE NEW IN-PLANT PUMP STATION. P-SE1 SEDIMENTATION AND EROSION CONTROL DETAILS W ~ ~ W CAW ~ ~
2). INSTALL THE GRAVITY SEWER MAIN FROM THE EXISTING IN-PLANT PUMP STATION, 3). CONVERT THE EXISTING IN-PLANT PUMP STATION TO A MANHOLE.
4). REMOVE THE EXISTING ELECTRICAL PUMP CONTROLS, TRANSFORMER AND SCADA SYSTEM AND P-SE2 SEDIMENTATION AND EROSION CONTROL DETAILS ~ w cn - 1-
RETURN TO OWNER, STORE THE EQUIPMENT IN A DRY, PROTECTED LOCATION UNTIL THE QWNER STRUCTURAL ~
REMOVES THE EQUIPMENT FROM SITE,
PS-1d1 GENERAL STRUCTURAL NOTES AND DETAILS ~ ~
C. INFLUENT SPUTTER BOX. C7
1 FIELD LOCATE THE EXISTING PIPES THAT FEED THE EXISTING SPUTTER BOX AND THAT ARE TO PS-102 NEW MCC BUILDING -FOUNDATION PLAN ~
BE CONNECTED. TO THE NEW SPATTER BOX, PROVIDE NECESSARY FITTINGS, COUPLINGS AND 0
APPURTENANCES NECESSARY TO RE-PIPE THE EXISTING PIPES TO THE NEW SPUTTER BOX PS-3d1 INFLUENT SPUTTER BOX, PLAN VIEW
2), CONSTRUCT THE NEW SPUTTER BOX,
3). INSTALL THE NEW EFFLUENT PIPES TO THE EXISTING AERATION .BASINS ONCE THE BASINS PS-3d2 INFLUENT SPUTTER BOX, SECTIONS AND DETAILS W
HAVE BEEN DRAINED, THE EXISTING CONCRETE SIDEWALLS SHALL BE SAW CUT AND REMOVED AS NECESSARY, REPAIR THE CONCRETE SIDEWALLS WITH NEW 4,000 PSI CONCRETE,
4), REMOVE THE TWO EXISTING EFFLUENT PIPES FROM THE EXISTING SPUTTER BOX TO THE PS-303 CLARIFIER SPUTTER BOX, PLAN VIEW
AERATION BASINS ONCE THE BASINS HAVE BEEN DRAINED. THE EXISTING CONCRETE SIDEWALLS t/) W
SHALL BE SAW CUT AND REMOVED AS NECESSARY. REPAIR THE CONCRETE SIDEWALLS WITH NEW PS-304 CLARIFIER SPUTTER BOX, SECTIONS AND DETAILS W ~
.4,000 PSI CONCRETE, ELECTRICAL Q W ~
D, AERATORS AND MIXERS,
~w ~ Z E-dd1 ELECTRICAL SYMBOLS AND ABBREVIATIONS W ~ ~ ~ t/)
1). REMOVE THE EXISTING FLOATING AERATORS, ANCHORING CABLES AND ELECTRICAL CABLES
PRIOR TO THE OWNER DRAINING THE BASINS, E-101 ELECTRICAL SITE PLAN WASTEWATER TREATMENT PLANT ~ ~ ~ ~ U ~
2). THE CONTRACTOR SHALL REMOVE THE ACCUMULATED SLUDGE AND DEBRIS FROM THE AERATION BASIN AND SHALL PROPERLY DISPOSE OF THE MATERIAL OFF SITE. NOTE THE SOLIDS
ARE CONSIDERED TO BE PARTIALLY TREATED SEWAGE. `ta-~z E-102 ELECTRICAL SITE PLAN EQUALIZATION BASIN ~~'j ~ W ~ ~ ~
3). INSTALL THE PIPES FROM THE AERATION BASINS TO THE NEW CLARIFIER SPLiTTER BOX PRIOR
TO RE-FILLING THE AERATION BASINS, E-103 ELECTRICAL PLANS IN-PLANT PS, SCUM PS AND DIVERSION PUMPS W ~ ~ U a
4), THE OWNER SHALL RE-FILL THE BASINS.
5 ,THE CONTRACTOR SHALL INSTALL THE NEW FLOATING AERATORS AND FLOATING MIXERS ANCHORING CABLES AND ELECTRICAL CABLES, E-2d1 ELEGTRIGAL WWTP PARTIAL ONE-LINE DIAGRAM ~ ~ ~ ~ Q
ABBREVIATIONS
E. CLARIFIER SPUTTER BOX. E-202 ELECTRICAL EQUALIZATION BASIN ONE-LINE DIAGRAM d° Ll Z W h Z ~ ~ ~
CONC - CONCRETE E-301 ELECTRICAL MCC BUILDING -POWER AND LIGHTING PLANS Z W ~ ~
DI - DUCTILE IRON 1), THE OWNER SHALL DRAIN EACH OF THE THREE CLARIFIERS, Z ~
DIA - DIAMETER 2), FIELD LOCATE THE TWO EXISTING PIPES FROM THE AERATION BASINS AND THAT FEED EACH E-401 ELECTRICAL DUCT BANK SECTIONS ~ ~ m ~
EA - EACH OF THE THREE CLARIFIERS, 3), CONSTRUCT THE NEW SPUTTER BOX,
EQ - EQUALIZATION BASIN 4 I FF P P F j. NSTALL THE NEW E LUENT I ES ROM THE EXISTING AERATION BASINS AND TO THE NEW E-5d1 ELECTRICAL STANDARD DETAILS ~ ~ I-j- W
EX - EXISTING CLARIFIERS. . ©C 0 OC
FLG - FLANGED E-502 ELECTRICAL STANDARD DETAILS ~ ~ J
FM - FORCE MAIN F, SCUM PUMP STATION,
INV - INVERT IN: 1}. FIELD LOCATE ALL EXISTING PIPE AROUND THE TWO EXISTING PUMP STATIONS, INSTRUMENTATION
MH - MANHOLE 2 , REMOVE THE TWO EXISTING SCUM PUMP STATIONS AND ELECTRICAL CONTROLS,
MJ - MECHANICAL JOINT ) 3), INSTALL THE NEW SCUM PUMP STATION, GRAVITY PIPING AND FORCE MAIN. 1-001 PROCESS AND INSTRUMENTATION ABBREVIATIONS DATE
PE - PLAIN END P P P F 4). RO ERLY DIS OSE 0 THE EXISTING EQUIPMENT AND PUMPS OFF SITE, 1-002 PROCESS AND INSTRUMENTATION LEGEND SEPT 2411
RJ - RESTRAINED JOINT
RAS - RETURNED ACTIVATED SLUDGE G. TERTIARY FILTER REHABILITATION, I-101 PROCESS AND INSTRUMENTATION EQ BASIN AND HEADWORKS P&ID PROJECT NO.
REQ'D - REQUIRED
SS - STAINLESS STEEL 1}, PROPERLY DISPOSE OF THE EXISTING FILTER MEDIA AND OTHER REMOVED EQUIPMENT 4FF _ SITE, X0190406 1-102 PROCESS AND INSTRUMENTATION AERATION AND SCUM PUMPING P&ID
TOW TOP OF WEIR DRN. JMS CHK. LWM
TYP - TYPICAL H, ELECTRICAL FOR EXISTING TRANSFER PUMPS, I-201 PROCESS AND INSTRUMENTATION RISER DIAGRAMS DSN. Dss APP.
1), RELOCATING THE EXISTING VFDs FOR THE TWO EXISTING TRANSFER PUMPS TO THE NEW MCC BUILDING CAN BE DONE AT ANY TIME, -301 PROCESS AND INSTRUMENTATION STANDARD DETAILS DRAWING NO.
PG-101

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EX. 12" FM EL 70.0 TOP E
12 _ PWL - 80.58 TOP EL. 62.0'
TOP E ~ TOP EL. 60,0' ~
> TOP EL. 58,94 AWL 80,30 -
MAX WL 58,25 c~ PWL - 58.32
EXISTING HEADW RKS UNIT
AWL 58.17 TOP EL. 58.0' o
NEW EX, TOP 59.0' ~
EX. 24" FM NEW 16" FM EX, 8"
~ M - oN 54,9 M TO WEST BRUNSWICK - PWL - 58.22
WWTP gg4~•p 9DBq~~, ~
58.17 8 8 i~~ L' ~ ~i
1500 GPM 1500 GPM ON 53,9 300 GPM 300 GPM P P - P P ~ 214 FEET 214 FEET . ~ t 1; JCGi P
~ ~ , OFF 52,0 NEW INFLUENT BOTTOM 44.0' ~
-
NEW 12 EX, 8 SPLITTER BOX
~ , W BOTTOM 46,94 EXISTING AERATION NEW CLAIRIFIER ~~~`~~°•~~C~'~~~c~'~.~.~
~ NEW DIVERSION PUMP EXISTING TRANSFER BASINS TWO) ~ °•.~e~.8~°-,~ e~ SPUTTER BOX ~~pN~ ~ 4R@~w
STATION PUMP STATION ~~~~aa~e~~~a~a~*'~
EXISTING EQUILIZATION
BASIN
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INV. IN 39.91 12 550 GPM ~ ~ ~
~ ~ C7~~~
HIGH-HIGH LEVEL ALARM 39,0' 49 FEET
P P LAG PUMP START 37,0 ~ 1_- ~ U
Q~'~Z
LEAD PUMP START 35.0' Z C/7 ~ W ll. w ~
PUMPS STOP 30.0' NEW IN-PLANT C)~rn ~
TOP 55,4 PUMP STATION
TOW 54,20' Udc°v~
AWL 54.20 TOP 51.62 tt - p! m ~
EX. 8 VJ w Et
- AWL 47 + „ EX. 8 - - ~ U ~
8 P P P ~ w
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EX. 8"
BOTTOM 53,0 EXISTING UV
EXISTIh EXISTING TERTIARY EXISTING POST EXISTING LIFT CHANNEL ~
STATIOI EXISTING CLARIFIERS FILTER AERATION BASIN STATI O N
EXISTING DISCHARGE
THREE UNNAMED TRIBUTARY T4
PERSIMMON SWAMP
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F- W ~ ~ ~
W W ~
H a z w
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ABBR ABBREVIATIONS LEGEND ~ ` ~ Q W tr
EX EX - EXISTING P - PUMP W ~ U ~
SCALE; NONE GPM GPM DIAMETER ~C
AWL PWL AWE - AVERAGE WATER LEVEL ~ ~ U p PWL _ PEAK WATER LEVEL ~ - FLOW DIRECTION = ~ 0 ~
FT FT FEET U~ ~
TOW TOW - TOP OF WEIR - FLOW METER ~ W `Z ~ _
Q W C.7 ~
DATE
SEPT 2011
PROJECT N0.
60196408
DRN. DAT CHK, LWM
DSN. DSS APP.
DRAIMNG N0.
PG-102

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TBM
PAINTED TOP OF CONCRETE
ELEV. 51.62'
NOTES:
1. SITE IS IN FLOOD ZONE X, WHICH IS AREAS OF 0.2% ANNUAL
CHANCE OF FLOOD, AND AREAS OF 1% ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN I FOOT:
ACCORDING TO FIRM MAP NUMBER 3720102500J, EFFECTIVE
DATE JUNE 2, 2006�
2. CLEAR AND GRUB EXISTING DITCH AND DISPOSE OFF—SITE
ALL DEBRIS, FINE GRADE, SEED AND FERTILIZE CLEARED AREA,
LINE DITCH BANKS AND BOTTOM WITH CURLED WOOD MATTING.
EX� pLji\,4p ��7/�TION
1 -1
TC)P LIFT STA. 40.919
iNV !N 8" 37.413
I- B __)M LIFT STA. 29-29
T
ITC
iNV �N 41.7'! TERRA (-0TTA
EXISTING SITE PLAN
WASTEWATER TREAMENT PLANT
C.HAIINI LINIK F-EINICE
OVERGROWN AREA
TO BE CLEARED AND
GRASS BY CONTRACTOR
SEE NOTE NO, 2, THIS SHEET
STABI LIZE DITCH WITH 615 SQUARE YARDS (5Y)-,
OF CU�LED WOOD MATTING
SEE DETAIL 2, SHEET P-SE1,
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DATE
AUGUST 2011
20' 10' 0 20' 40'
1 "=20' PROJECT NO,
60196406
DRN. EBS CHK, LWM
DSN. DSS APP,
DRAWING NO.
Pc_l 01

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NOTES:
t~FI~~II~J I_Il~li i 1. SITE IS IN FLOOD ZONE X, WHICH IS AREAS OF 0.2~ ANNUAL
r, CHANCE OF FLOOD, AND AREAS OF 1 % ANNUAL CHANCE
! • ~ ~ - FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOTS a
. o~'J ACCORDING TO FIRM MAP NUMBER 3720102500J, EFFECTIVE
~r i' /r DATE JUNE 2, 2006. ~
I
/r ' 2. THE ANTENNA TOWER, FOUNDATION, CABLE AND OTHER • APPURTENANCES SHALL BE PROVIDED AS A PACKAGE FROM
r~ 1< ~ , ~
~'1 i . 1 ONE of THE MANUFACTURERS LISTED IN THE SPECIFICATIONS. DRAWINGS FOR THE FOUNDATION AND TOWER SHALL BE
- PROVIDED BY THE SELECTED MANUFACTURER AFTER PROJECT
, ~ , ;,~,,T i LIMIT OF DISTURBANCE I ,,.,E, i, t V i I AWARD. U
REPEACE EX, FILTER ~ ' I _ • ~ - i ~ ~ _ _ _ - , z
SAND AND UNDER DRAIN ` ~ I T~ C)F~ C)Il;E:==S~~,(7' ~ • LIMIT OF DISTURBANCE
5EE SHEET PD-401 ~ _ , _ , , ( - _ ~ LIMI ~jl,~~ • ,s . ,
~ I 1 5~~` -~7 t~' ~ , I ~ I I ~ ~ NEW FLOATING AERATOR
~ i H ` NEW SCUM PUMP STATION i AND MIXERS (TYP,~ w I ~ f -
r SEE SHEET PD-601 ,I ~ I I ' .s rl;~' .
- ` ~~,r^" O ~ ~ I I I .x. i ~ ~ ~
TB M I _ . , _ _ _ _-[1 `y d,
r_ -.I. ~ , i ,C~ PAINTED TOP OF CONCRETE ' u ~ ~ I - •
ELEV. 51, 62' w I ~ ' E 1~~ v hi.-~,~ J - -
p~S~l A[il~A~llul~ 2 v _ I__ ' L~~IT~T(J1~,~1_ E _,=~4,('__- -v. ~ ~I a •
Uf'~r~~ V ~ ~~~IUC. iVAkM,~ J I ~ r ~ ~ L1 w NEW FENCE SEE DETAIL 1, SHEET P-DT4 ~ ~ T~~.^I~Sr ~t~~ I~~ ~
"'n --t } t ~ ~ r_ MET ~F~~i~lG ro~~~. ~ ~ ~ I
~ 1 ~ HASI ~ 5~. ~ ~ i ~ X ~ ~
i CL!~,RI_~IL~ ~ ~r~~~ NEW INFLUENT
~ f ~ W.~. ~ SPUTTER BOX X ~ ~
~ , SEE SHEET PD-301 1 U
_ ~ Z _ _~__,_ti _-.F.-__-._-- i NEW DIVERSION - _
--55 LIMIT OF DISTURBANCE ~ ~ _ it ~ -a5...._.,___-~____ _ _ _ ~ .PUMP STATION Q ~
I ~ C1C_l~ ~ ter,-_, • SEE SHEET PD-202', Z W
2 - • ~ - I i I s ~ TAP CAF C?iff;E=S~a.G' / , s~-ac.,F; ~ / ~ NEW TOWER
I ~ ~eF,~~;'a NEW CLARIFIER ` ~""~~'~I H"~,~ AND FOUNDATION x
I ~ «r FFICE ~ SPUTTER BOX LUV J.'~}' ~ :SEE NOTE NO. 2 ~ ~ . , ~ r`~~ ~C ~ _ ~ C.~ ti
~ _~,4R1~' P~-~ 'SEE SHEEP PD 302 ~ ~ ~ ~ ~ ~ yr E a - I~ 10 ` i z ~ o
- V~,rv _,,..~J ~ ~ ~ - ~+--cam r ~ ~ ; \ ~ Ci.t i ; ~ i ~ - ~ _ ~ _ _ i.. ~ ~ I-' LL1 Ct? V- ~ s ~ i, ~ F~ttv~,t_ ~ ~ o
, L ~ I ~ ~v i X ~ ~
_ E`~I~T ~JG ~ 3 i j i N I ~ ~
I i I ~ ~ ~ ~ Q ~ ~ ~ ~ ~ _ ~ ~ I ~ t!~ ~
~1~~~1yiTACT ~ i ~ i' - -hC~TTOPvi _~_--44,(},-- \ ~
~ i ~ f~ASii~~ ~ ' _i i ~ NEW MCC ~ ~ ~ y ~ G ~r w I ~ ~ ~ ~
BUILDING Y, _ SEE SHEET I ZU1 r W Z W W
- ~ PD-501 j 1 f ~ JWcs,EC
~ I i
~_n'_± , ~ / NEW + J _ --g-' ,r I { GENERATOR DR - ~ U ~
~ ~ \ I
r' - - - ~ NEW EW ~~.-L-.~.-- - ~_-1 I v Cy • ~ ~ W
~ ° 1 ~ • 1 VALVE VAULT ILT ~ I ~ _ I ~
/ LIMIT OF DISTURBANCE ' I ~ ~ i ~ ~ ~ I-~- I
~UJDCE S~UCGE _ ~ ~ ~ N P NT x ii ~ ,ter L. ~ <_i `v11= ~ ~T E: P i~ ~
~ NO~C~!^J _ ~ li~~~ EW LA I i 1 HELD r ~ ` ~ INFLUENT ANT ~ I ~ ~ ~ ~ I P ENT ~ ~
i / PUMP STATION LION i ~ ~ ~ ~
~ ~ ~ SEE SHEET EET ~ , ( ~ _ ~
PD-101 101 , . ~ ~~_--X „ ~ ~ - - d
( - ~ ~ i vs s-~„- 3
~ _ ~ s~ ` ~ 1
- I ss _ _ , . - ~ ~ _ ~ y ' ~ ~ I ~ W P° ~ f~ j i _ ( I--- W
'a`' ~ -ice ~ 9 I , IN 7 -~r v .=t~.h ~ „t....-_. ~ r. _ _ --~iru
- --I-c~l~ ~ t- ~ 'S W
- kikl i ~ ~ --6Htr- -------1__-~ r . ~ aS FM ~ - ss _ r i .__1 FAR FM ---~-FC1 ~ -~4, g ~
_
' FP,i~ r i~r - ~ _ - f as--w._ _ ff j~ ~ ,r-~ n s . as ~ - .r _c,q.~. _ LIB
- ..._..,~n------- ---F~~---_- Q Q.

- F~ _ FM FM ki r- FM - W ~ ~ W ry . - ~ ~ p ~
EX. LIFT STATION ~ ~ ~ ~ ~ ~
A ~,a TO BE CONVERTED TO MH ~ ~ ~ ~
SEE SHEET P-DT2 U,1 ~ ~ ~ ~ Q
~ W Q ~ ~ W F-
m ~
PLAN ~ ~ CJ ~
NORTH PROPOSED SITE PLAN
WASTEWATER TREAMENT PLANT M
DATE
AUGUST 2~1'I
20` 10' 0 20` 40'
1 "=20` PROJECT NO,
~t~19G40~
DRN. KWH CHK. LWM
DSN. DSS APP.
DRAWING N0. nn
P~~~ VZ

c3 w
w ~
CLEAR AND GRASS DITCH Q ~ a w
SEE NOTE NO. 4
SEE SHEET PC-102 FOR CONTINUATION
t9
l ~I f ' I!",il ~ Ii
i ! I~ I I ~ ili I I z~ I I I ~ { i t i 1 39-6
I ' I I I ~ 11 1 ! f i t REMOVE EX CHAIN Ex. l l f I I I _IF~ FBI l ~ ~ I I ~ I LINK FENCE LINI EX. CHAIN LINK. FENCE o
I I I ~ i i III ` I _ l I~ I ~ I , ~ . _ , ~ --y - _,,_--_.---x---__-~_ EL LEND: _~_-X-- ~ X--------
I ~ I l~if ~I - J~_ - - _ ~ ~ i I --I-__-__~ ~T~ --l _ EXISTING FACILITIES TO BE DEMOLISHED,
I I I ~ l Ems, LIFT STATION I I i IIII II i I -ION
I I I I , , I L ~ ~ (TO REMAIN) I I ~ I(I~ ~~I ~ _
I III ~ I M ~ I I ~ I I I I i ~ 1 i _ ~ _ 1
I I I ~ 1 ~ I I I ~ ~ , ICI ail _ ~ v~ z
I I ~ I' ~ hi f ~ F..-_-_ f i , I I I ~ I I III , ~ ~ i ~ I I
I I x i ~ ,,t-. i I ~ I !Ili ~ I~ / f' i i C~.? >w
I ~ ~ i ~ I - I ~ ! - '
i, r i l r, I I I I i ~ Ii ! I Il I,f ~ I I - ~
~ I i l ~ I I i I I ~ ` ~____~_-~a ~ L.~ 4 _
i I I ~ ~ I I - ( ! ( ~ I I III I I
i! i~ I ~ kl E '1 I _ I I ii , ` NOTES: a ~r 1 d
v S I ~F? f _j u~ s I I I ~ X i t 1. REMOVE EXISTING ELECTRICAL CONTROL PANELS, CONDUIT ~
I I ~ ~ ~ ~ i ~ ~ ~ I I AND WIRE. RETURN EX. SCADA RTU TO OWNER. Z
I ~ I t ~ I
' I I I f ~ Ill ~ ~ I ! NAND REMOVE FROM GROUND I l l l I l ~ l l ABANDO 11 f I ;i III ~ W P P I I I i l I III II EX 8 DI OVERFLO I E t~ Z. REMOVE EXISTING TOP SLAB, HATCH AND TOP 6-FOOT
I I I I I i ~ I I I l ~ SEE NOTE N0. 3. ~,y DIAMETER MANHOLE SECTION AND CONVERT WETWELL TO ~~'g~~"~° °d
~ I~ i 1 3; i III , ~ ~ I I I ~ { ' I I I I ,L ti} MANHOLE. SEE DETAIL 1, SHEET P-DT2. REMOVE EX. ~<,~fg''~~ ~ PUMPS AND GUIDE RAILS. DISPOSE PROPERLY OFF SITE, ~ ~
l~ l 1 ; i I l ! I I ~ III ~ I I~l III y ;c~~~ ~ ~ REMOVE THE EXISTING ELECTRICAL CONTROLS, PANEL AND ~ P,~~
I I I I I i i i EQUALIZATION BASIN ~ DISCONNECTS AND RETURN TO OWNER ON SITE ~ ~ ~ ~
. I I I l~ I 11 ~I ~ I i i ~ I I l~~ j (TO REMAIN}
~II I I I ~ ~I i~ ~ I i i i t 111 ~ j! ' ~ 3. REMOVE FROM GROUND THE EXISTING PIPE, FITTINGS AND ~ca~~~~,~ 3,~~
I+ ~ 1 ~ I ~ I 1 i I I I ~ l 1 ! II I I l Q III f l I ~ CONCRETE BLOCKING. BACKFILL WITH SELECT BACKFILL 44~~'!p®8~~~ ~'~.<< AND COMPACT TO 98~ STANDARD PROCTOR.
I I( I ? I Il( ~ 1~1 w I I ~ ~ i o ~s®d ~ S~~e~~
I ~ I l I l I' Ill ~ i ~ I I ! I ~ I I~ ~ 1 I~ 4. CLEAR AND GRUB EXISTING DITCH AND DISPOSE OFF-SITE
~ i , l I 1 ( 111 l , h I~ I l I Il ALL DEBRIS. FINE GRADE, SEED AND FERTILIZE CLEARED 1
11 (l I l l Ill l Ii i . l i 1. l AREA, LINE DITCH BANKS AND BOTTOM WITH CURLED
i~ I! i~ 1 ( I I l ~ ~ l i I I ~i WOOD MATTING.
i 1 1 1 i x I i I I ~ I ( I i I j ill I I I I ~ , l r. 5. SEE SEDIMENTATION AND EROSION CONTROL'S ~
~ I ~ I I I~, ( I I l I CONSTRUCTION SEQUENCE ON PLAN SHEET P-SE1, U ~
l I I ' l Iii l x l l l A ~ ~ ~ I I' ' _
I I i i ' I ~ I I i I I I I i i ~ i I! ' Q t7
i I ~ I ! ; Ili I ~ W
I ~ I I l A ~ I~ 1 _ 1 1 1 I ~h ~ r- i I I I~ I i I I i ~ r.•..
( i I(~ i I i I } - 1 f ~ ~
i I l I ~ I I I I I ~ I i i I ~r I I I I U ti ~
j I' II I yl Ix l~l , ~ I o 1, ~ '
EX, HEADWORKS i 11 1 l I I i; I h I, :S ~ 1W_- ~ W
I I I ( I f I ~ uN~T ~ I I I I I1! h ~ ~ l I, I Ill f3 ~ u~ s~
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j I l I ~ III f I l~ i ~ l t l i l ~ `r o ~
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~ e , l ~ i ~ 1- ~ ~ ~ ~ EX. ELECTRICAL 1-
~ a ~ BOXES ~ I
r ~ \ d`~ , - r I
w ~ ~ r ~ - - 4+ * ` ' ~ EX, GRAVEL-?' - - _ ~ - _
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- > ~ ' ~ EX. 15" CMP I 1 + ~ ~ -Fe,_--4-~-____r~~i s: 5 i I ~ ` -I-
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EX, ELECTRICAL PANELS f
- ~ TO BE REMOVED
EX. PUMP STATION 9 EX. PAVED ROAD ~ ~ ~ J
TOP L1F'f STA. 48,9 INV. iN 8n 37.43- ~ Q ~ ~ ~
BOTTOM LIFT STA. 29,29
INV iN 41.71 TERRA COTTA - - 'Q L1J
EX, TOP AND SLAB TO BE EX. RIPRAP (TYP} ~ ~
REPLACED WITH NEW 48"X24" TO BE REMOVED AND STOCKPILED ON SITE
MH CONE, FRAME ''AND LID AT A LOCATION DETERMINED BY OWNER
P N LA GATE
NOPTH DEM LITION PLAN AUGUST 2011
10' S' 0 10' 20' PROJECT N0.
NFLUENT PUMP STATION ARE i 1 10' 60190406
DRN, KWH CHK. LWM
DSN, DSS APP.
DRAWING N0,
PCI~®101

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i i i i I ,ii ! I I ~ I .~'i EX, - ~ ~ ~ ~ ~ ! I LEGEND: ~ °
i ; , I III I , , ~ EX. EFFLUENT Bt7~,;; I ~ ? ( ~ ~ °
i i f I i ~ EX, EFFLUENT BOX ~ i ~ I 1 ( ' I I ~ - EXISTING FACILITIES TO BE DEMOLISHED ; r s~ ( 1 ~ ~
i I i i I I I l ~ ~ ~ A, I I i ~ ~ ~
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i ~ ~ ~ I I l ~ ` ` i I ~ I NOTES:
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i I ~ I ~ i \ ,r I ~ ~ I h~ ~ ~ cr ~ ~ i l r' ! I ; , w
;,a ~ n Cx~ I ~ / I i l ~ c~ ~ I ! i ! 1. REMOVE ALL FLOATING AERATORS, MOORING CABLES, ~
~ ~ I ~ ~ r; i'~'~ ~ j ! ~ ~ f I i ~ Cn ~,r `y ~ / r ELECTRICAL CABLES, WOODEN ANCHOR .POSTS AND ~'f ~ ~ I I I ELECTRICAL DISCONNECT SWITCHES, FLOATING ~ I 1 1 ; l
i j I ~ I I ~ ~ ~ r' ~ ( i AERATORS MUST BE REMOVED PRIOR TO DRAINING ~
I 1 t ~ ; I i ~ ~ ~ I ~ I THE BASINS. ~ ! i
I I I I A REMOVE THE TWO EXISTING ~ /v EX. I i ~ i ~ ,i/ EX, FLOATING AER TOR ~ ' EX, FLOATING AERATOR ~ I i ~ ~ ~ I a
I i EX, CONCRETE SLOPED f NO, 1 4 PIPES r N0. ~NO. 3 I ' ~ i I 2. THE CONTRACTOR 'SHALL PROVIDE ALL NEEDED I F ' $ ~ PUMPS AND HOSES TO EMPTY EACH AERATION BASIN, °z
I i l i SIDES ANO BOTTOM ~ SEE NOTE NO. 4, ( , ! f C I k E I I I i THE WATER SHALL BE PUMPED TO THE EQUALIZATION
i'i I i i I [I i l i I ! f ~ BASIN. THE CONTRACTOR SHALL REMOVE ALL
i I I I I i f i I EX. 6 RAS PIPE I ! I I I SLUDGE FROM EACH AERATION BASIN AND WASH
I I ~ ~ i TO REMAIN I I I ~ I I i i ' DOWN THE SIDES AND BOTTOMS. THE SLUDGE ~°~g8
I I i ~ I ; ~ ~ I / Ca ~ I { I ~ ! SHALL BE DISPOSED OF IN THE SLUDGE DLGESTERS. ' . tl,
i I I 4. ( ; I `w. , F to i I i I ,r' ~7 ~ ~ , I I r E ~ ~ . ~ I ~ I ~ REMOVE ALL ROCKS AND DEBRIS FROM EACH BASIN ~L~`' ~ ~ ~
i l ~ I ~ '4 f I I I 1 ! ~ ~ I i ! ! AND DISPOSE OFF SITE. ~
' I ! I ~ i ~ I l I i I / ~ ~ r ~ J ~ ~ ' ~'y ~ 3. RETURN THE FOUR FLOATING AERATORS TO THE ~ ~o~h~t ~
iii l' I ~ ~ ~ I I ~ , , ~ ~ I I ~ ~ # ~ ( OWNER. THE CONTRACTOR SHALL DELIVER THE ca ~"`r ~,m°~~
r l I I I ! \ 1 r~ ~ ~ i ~ I I ; AERATORS TO A LOCATION QN THE PLANT SITE AS " ~ ~ ~
i l i l l 1 I ~ I i 1 i I ~ - i i I r' ~ t ~ I DIRECTED BY THE OWNER. THE MOORING AND
I ( ~ ~ , , r ~ i E ( ~ I ELECTRICAL GABLES SHALL BE PROPERLY DISPOSED ~~@$a®~~~~f®~~~'~$` ~ I I
I~ j I I i i I I I I I I 1 ~ ; ~ ,I OFF SITE.
I I I I i i l ~ ~ ~ti ~ I ' ~ i 4, FIELD LOCATE AND REMOVE FROM THE GROUND THE
t l t l i r,- I I I - , ~ ; ~ i I EXISTING PIPES, FITTINGS, VALVES AND CONCRETE ~
I I i i r,.. ~ R iil I ~ I ' ~ BLOCKING. BACKFILL WITH SELECT BAGKFILL AND ~
I ~ I ~ f i I ' i ~ I I I I I I ~ COMPACT TO 95~ STANDARD PROCTOR, PROPERLY ~
I i i f i ~ i ~ t ~ i I i ~ ~ ~ ! i I I i DISPOSE OF MATERIALS OFF SITE. ~ I f i ~ 2
I ,,r'~y I ! I i I I 5. SEE SEDIMENTATION AND EROSION CONTROL'S ~ ~
i i ! i I ! ~ ~ ~ i I i r ~ r'~ I j i t ~ CONSTRUCTION SEQUENCE ON PLAN SHEET P-SE1. ~ ~
r ~ I i I II ~ ~r I 1 x
Iii I i i ~ i I " it I f ~ ~ ~
I I I i i ~ ~ / ~ ~ l I t ( r T R R EX. i i ~ I I I i ( , EX, FLOA ING AE ATO ~ EX. FLOATING AERATOR I ~ ! i ! ~ ~ ham- ~
~NO,4 ( i I( i i 1 I~-w~
III I I ~ ( ( ~I I I I '
i I I I EX, ELECTRICAL CABLE I I I I I i
i I I ~ TYP, (1 PER AERATOR} i~ l,( I l ~ I I ? ! i ~ ~ v°',
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I i I i I ~ r ~ ~`,~ti i I =
i, i ~ I r r I , ~ I I I / ~ ~ / r' ~ ~ I j ~ I I ~ w a
1 I I i ' ~ r ~ ~ EX. AERATION BASIN NO. 2 i I I i I t , EX. AERATION BASIN NO, 1 ~ ! , d0, 2 ,t ~ t i I ~ ~
i i I ( I ~ P F IKE EL. 59.0' r TOPE OF DIKE EL. 59,0 I I , I / TOE 0 D r , ~ I ~ i I I ~
I 1 I ~ ~ ~ ~ l WATER LEVEL 58,1 i ( ! I ~ I ~ / WATER LEVEL 5$.1 r ~ P C~N~, ~Q,~,. Cr
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~ i i ~ TOP EL 60.64 ~rr~ SPUTTER BOX i ,1~7
I I ! BOTTOM EL. 55,58' A i EX, $ DIA, WOODEN IA. WOODEN ANCHOR P[7ST - ~ I ~ I W ~ W
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PLAN DATE
DEMGLITIC}N PLAN NORTH AUGUST 2011
10` 5` 0 10' 20' PROJECT N0,
EXISTING AERATIGN BASINS AREA 1 "=10'
DRN. EBS CHK. LWM
DSN. DSS APP.
DRAWING N0.
PC~-~

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f ~ '1 ~ i CLARIF ER 3 i I I ~ ~ y . I i I
REMOVE AND REPLACE EXISTING ( " I NOTES
_ ( ~ I FILTER SAND AND UNDER DRAIN y ~ I I
I PLATES SEE SHEET PD-401 ~ ~i l ~ ~ 1, FIELD LOCATE AND REMOVE FROM GROUND THE EXISTING =
r-4_ ~ ~ I ~ PIPES, FITTINGS, VALVES AND CONCRETE BLOCKING.
1 / I ,tl i i ~ ~ ~ ~ BACKFILL WITH SELECT BACKFILL AND COMPACT TO 95% a STANDARD PROCTOR. PROPERLY DISPOSE OF MATERIAL °
~ ~ { l OFF SITE. o
I c_ I ~ ~ ~ ; I EX. EFFLUENT BoX z
~ I ~ I I a MP STATIO rl ~ i EX, ~~UM PU ~ i I I REMOVE THE EXISTING SCUM PUMP STATIONS, WETWELLS
`.j0 BE RE' OVE r - r ~ I I AND ELEGTRIGAL GONTR4L5. PROPERLY DISPOSE OF
~ S NOTE 0. ~ I ~ EQUIPMENT OFF SITE. BACKFILL WITH SELECT BACKFILL ~~~m~~~~~a,~~~ , ~t~
AND COMPACT TO 95~ STANDARD PROCTOR. ~ CA ~~f P,~c`L
~ I ~ i T 3. TANTENNA QW©R FOUNDATIONV GUY W RESTIANCHORS OT ~ ~ y~1 f~ n~®
i I ~ _ - i _ c~
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Q E I EX. AERATION B~ I I E AERATION BASIN N0. 2 CABLE AND ANTENNAS. ANTENNA CONSIST OF FIVE 9'-8" ~ ~ SECTIONS BOLTED TOGETHER. THE TOWER AND ANTENNAS ~ ~ j..~~
~ I i - - ~ I SHALL BE REMOVED WITHOUT DAMAGE AND RETURNED TO ~~`~~°^~;~~`~~~~,.°a°`°~~~ _ _ ~ v° °
r I r~ { ~ I -r-- ~ ~ I I ,1 OWNER AT A LOCATION ON SITE, THE CONTRACTOR SHALL ~~~~~~~~~f N®"~~;4~~$~ PROPERLY DISPOSE OF THE GUY WIRES, ANCHORS, CABLE °~~~@,~~®.e~~<*°°~
w ~ i_I _ ._~.__.___.-S_ _ EX. 3/4 NOSE BIB AND AND OTHER REMOVED ITEMS OFF-SITE,
~ ~ POST FOR LIFE SAVER
I ~ I I 4. SEE THE SEDIMENTATION AND EROSION CONTROL'S ~
~ - -_.e 1 I I ~ti, I i ~ CONSTRUCTION SEQUENCE ON PLAN SHEET P-SE1. c~ h
i ~ I i I N
~ ,i ~ Z
I I % I ~ ~ i 1
i ~ I I ~ Q
CLARIFIER 2 I I I 1 ~ - - - W
~ ~ I I ! I I ~ ~ j J J _
i / , O ~ ~ ~ H ~
i I I -----r EX. SC;7JM PUM TATION I i ~ i . i I I, I I I /
TO BE OVED r I I ~l~ / REMOVE TWO EXISTING 4 PIPES - _ ----L___.___-~._ NO Z?;. _ ~ i I I I d V 6? J ~
r-------; SEE i , I 1 SEE NOTE N0, 1. i 1- ~ 11 i I 2" BALL of w I- W ~ ~ BALL VALVE ~ ~ ~ ~ ~
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_ CLARIFI'ER 1 I~ { I I I I _ , I ~ ~
n- i I I ( I W TO _ i EX, GUY 1 IR _ I I ~ , I 4 U
EX, TENNA I 1~ i 1 i BE REMOVED
TO-i_B ~ EMOVED ~ t ' I SEE NOT N 3. _-________.____r.__._-_. ~R ~ I I ~ a ti
I i \ I ~
EX GUY WIRE ---------__..l__ ~ i ~ I ~ i ~
TO BE REMOVED ~ i ' ~
f ~ ~ 4~ 1 I I I SEE NOTE N0. 3~ i i 1 ~ i I, i l i -
i ~ ~ I 1 ~L C r- - ~ i
1 I I i. I ' ~ I EX. AERATION BASIN LY_ ~ AT10N BASIN N0. 1 W7,,,_ W
CHLORINE 1 , I I I I I
CONTACT l i l I W ~ ~ ~ ~
I BASINS i ~ ~ i
I CL~ I 1 1 1 I EX. EFFLUE.~~T BOX I ( l ~ I I i W ~ ~ z O
~ ~ ~ 1 I I I I ~ 1
' I I ~ ~ ( ' REMOVE EX 8" EFFLUENT PIPES I , I , ~ I ~ r
~ I SEF' NOTE N0. 1, {f I I I I I 1 ~C~~=
l i I ~ ( ~~WO zLL-
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I _ - . 1 , a f w~
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I I i } I TO E REMOVED I I 1 1 ~ QCzQ~ zw ~ z
I ~ I ` T N { I SEE NO E 0, 1, I I 1 I ,r i , ~ I ~ I 1 ~
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11 ~ I l
SLUDGE ~ SLUDGE I I 1 1< i
~ HOLDING HOLDING 1 1 1 ~ V _ 1 , ~________---___-__~g.__~_--
~ 1
` ~ ~ - DATE
_ _ _ _ _ AUGUST 2011
10' S' 0 10' ~0 PROJECT N0.
- - 1„-'°° 6019446
o _ _ - . _ - - L ~ - - _
PLAN DRN. KWH CHK. LWM
DEM4LIT14N PLAN NORTH
DSN. DSS APP.
EXISTING FILTER AND SCUM AREA DRAWING N0.
f'CD-143

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I E 1 1 1 I - - STABILIZE DITCH WITH 615 SY ? ~ , ~ I i i I!I ~ i
PF CURLED WOOD MATTING ( ~ I } 5' ~ 5' _ 18'-d' f 10' 6`-6" = 5"~-6" 4~-6 ~ SEE DETAIL 2 SHEET P-SE1 I I i I _ C9
~ II I SEE SHEET PC-101 i ~ II ' I I ( 1 ?
i FOR CONINUATION ( ~ ~ ~ ~ i ~ ~ ~ I I I _ ~ J
I I I I ~ I~~ I 1 ~ I I I ~ ~ j I l l I j i LIMIT OF DISTURBANCE NOTES: ~ a g
I ~ i ~ X X~ X ~ l i I 1 I I I i - 1, THE CONTRACTOR SHALL REMOVE THE EXISTING PUMPS, o
( ~ I I I ~ - - 1I I { I II ( f~ 1' PIPING AND VALVES FROM THE EXISTING SUBMERSIBLE
I I I I ~ I I I i 1 { 1 l i l t 1 SILT FENCE (TYP,) (TYP.) PUMP STATION AND SHALL CONVERT THE WETWELL TO
{ I ~ I I x I I i I I ~ III I I ~ SEE DETAIL 3, SHEET P- I I, I I I G 4 3, SHEET P-SE1 ~ ~ A MANHOLE. SEE DETAIL NO. 1, SHEET P-DT2 FOR
! I I I I j I 1 1 1 l a I I tQ,r " CONVERTED WETWELL DETAILS. REMOVE THE EXISTING
II ~ i~ JM ~ - - I ISI~T FENCE I I l l l i I ~I I I J ° • J CONCRETE SLAB, INSTALL NEW 12" DI GRAVITY SEWER
I ~E ISH CG-102 ° E ~ ~ I I {il I~ I; ! I FOR ~C NTINUATION ~ I ~ PIPE TO NEW PUMP STATION.
I i { ~ ~ I III I ) I x NEW 6 CHAIN LINK FENCE 1 I (I I SEE DETAIL 1 SHEET P-DT4 EX. CHAIN ~HAIN ° ~ _ • 2, CUT THE EXISTING CHAIN LINK FENCE AND INSTALL TWO
I III i l i( II! ~ ~ x ' I I{ ~ I { I L1N4~ FENCE EI~OE ~ ( ~ - NEW WIDE X 6' HIGH SWING GATES, GATES SHALL
I III ~ I I11 f I I ~ I I BE CHAIN LINK, PVC COATED, GREEN, TO MATCH THE
i l I j I l f l u~ i ---x- X -x------- -._y._.._. ~____..;,_.__.~..~.x~..~_______;~______.___~__.__._~~.~~ I ~ I, ~ i 1 1 _.-.____.;~~~..~X -_~---X----u----_--=•.. EXISTING FENCE.
I r I I I II!I I _ NEW DIVERSION PUMPS
I ' I{ ~ I B i l l i,~ l l i I I I V~ I 47 47 SEE SHEET PD-202 3, FOR SEDIMENT AND EROSION CONTROL DETAILS, SHEET
I I I! I I IIII I ~ ~ I { i ~ I i ! - - P-SE1. ~
I IIi , ! I JM _ , I l i l ~ I 111 f ~ ~I ~ -
I I I ~ I~ - . EX. AREA 4. CLEAR AND GRUB EXISTING DITCH AND DISPOSE ALL DEBRIS OFF SITE, FINE GRADE, SEED AND FERTILIZE
OVERGROWN AREA ~TO BE III I ' ,.%[-I ~ I_ ~ xr i I ~1 i, i EIGr1T CLEARED AREA. LINE DITCH BANKS AND BOTTOM WITH °z
CLEARED AND GRASSED I Ili ~ I~ ~ I ! 11 ~ j i x r SEE NOTE NO. 4, THIS SHEET f I I I 1 ~ I ( I CURLED WOOD MATTING,
i~ ~ I I ~ I r`
I I ~ I III ~ I ~ I I III I I a ~ I k NEw I/ _ - ~ I ~ ' I ~I I I_ i I i LIMIT OF DISTURBANCE '
I I I I 1 I ~ I I I ANTENNA , -
1 I I ~ {III . i TOWER 1 i l I I, I 1 !n I l, o i 1 1 1 I x ~ 1b' ~ -
~ ~ s, ~ I j iII i ~ . r. 5 21 -6 I n~ e
~ , 1 I i, n ~~IJ ~ I I ~ ~ 12-4
r- I ~ I ~ ~ f i l~ I ~ i I I Il .I II ij i
1 ~c t " I iII 1 ! LIMIT OF DISTURBANCE ,i I I t
PCG-102 ~ ~ I i llf ~ ~ SEE SHEET I. ~ I I
FOR CONTINUATION R~ i I I i a
I ~ ~ I i III ~ ~ i ~ i t I ~ I I ~ I~ c~ a
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I I i ! r al I! x ~ E~uALIZATION BASIN I I I I II1 ~ ~ waw I ~ ~ ~
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j~ l I i I I 1 ~ I Ijj i ill I w W ~ ~ Z
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III I C I ! i I I ! ~ ~ ~ j ,III I FIELD VERIFY LOCATION
III I ~ ~ I I I I i I I ,III ~ s 5 ~ ~
II ~ I ~ I III E I I i ! j I• ' i ~ i''4`` I I IIi ~ I i I I ~ I f x
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I ~ i i I j IiI , NEW VALVE VAULT f ~ ~ r i I ~I ~ f ~ JM P- I I; I ~ I I SEE SHEET D 101 U ~
i°0 I I ,~,i I i, , / EX, AREA ~ ( I I I I I I, ~ I ~ . _
I ~ I, ( ~ (I I ~ i ~ I
III ~ ~ I ~ m ~ ~ ~
r I ~ I ~ ~ III ~ ~ NEW PLANT INFLUENT I ~ 1 f 1 1 1 PUMP STATION
I I I i I I [ I ! SEE SHEET PD-101 EX, BOLLARDS ,r I I i ' U
f I IIi I TWO NEW 8 WIDE' o M
I I b- I ,r I ( I ! l I / 5WING GATES
I 1 j~ ~ I I SENTEND,2 I( ( .I ~ ~l E 0 F ~ i ~ ( { 47 ti LIMIT O DISTURBANCE
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/ i
` ~ ~ ' N W F ATING AERATOR E LO NEW FLOATING AE V FLOATING AERATOR
~ N0. 1 N0.3 f ~ , 3 NOTES: o
~
1. FIELD LOCATE LOCATION, SIZE, AND MATERIAL OF ALL EXISTING °z
PIPES.
~~T__ - CE
~ I 2. COMPACT ALL BACKFILL TO 95% OF STANDARD PROCTOR.
r, ~ A~ ~~~0 3, CUT EXISTING 8 DI PIPES AND PROVIDE NECESSARY RJ FITTINGS
I I AND COUPLINGS TO JOIN THE NEW 8 DIP 70 THE EXISTING PIPE. / , ~~,~r•
I ABANDON AND REMOVE FROM GROUND REMAINING PIPES TO THE
U7 I ~ EXISTING SPLITTER BOX, s ~:1 r~~~,~6j l
NEW FLOATING MIXER I NEW FLOATING MI 4, CUT EXISTING fi" DIP AND PROVIDE NECESSARY COUPLING Td JOIN ,~o~~ ~ "~~`~~®C~~~~$ U FLOATING MIXER THE NEW G" DIP TO THE EXISTING PIPE. REMOVE REMAINING ~~~*{~~~'~'~~~~~C`~~~d~~W
N0. 1 N0, 2
~ PIPE TO THE EXISTING SPLITTER BOX. ~°~~~~~a.~~~4®~'
1 '
- ~i ~
I M1
~ ! II N
1 ~ ~
I ~ C Q
I EX. 6" DIP FRDM RAS PUMP. ~ W
TO REMAIN i N FLOATING AERATOR EW ~ ~ d
NO 1 ~ ~ ~ NEW FLOATING AE N0. 4 V FLOATING AERATOR ~ a Q „ ~ ~y
I C3 ~ rn d- ~ Ca
PP TIE INTO EX, 6 DIP ~~ct>ti
WITH NEW 6 DIP
SEE NOTE NO. 4 © _ Z - ~ ~ ~ oo m
lL W G C7 > cr' ~
i
1 1 W ~ C3 :J ~ O
PDT3 PCU-1~2 PDi3 PCU-102 1 t .Y
~ Y , `~~~C~
/ ~l ~ ~ ~ W
.f, ~ ~ V JJ \ 1 V1 ~ J W Q ~ ~ W rn
I f p t N ! t tf Y\. lJ ` p - - ~ - \ NEW 6 DIP 2 0 2 0 2 0
r 1% I U ~ ~ 15 -0 z _
i
~ M Y~ YY `4 n w ~
NEW 8 DI DISCHARGE T AND REPLA EX, CONCRETE ~ CU CE % INV~ 53,25 TO INSTA L NEW PIPE c> E C?
I ~ P. ,BASIN {TY EA ~ ~ (TYP, EA H BASIN) U
~ ~ ' a SEE DETAIL 1 SHEET P-DT3
~ ~ i o
i ,4 ~ N NEW 6' IP i
r / x,
~ ~ R
NEW 8" DIA. STEEL ANCHOR POST ANCHOR POST 3 PER BASIN) ~ W
x~ ~ ~ (TYP, (6 PER BASIN) x. x ,
NEW 5"X90' ELL RJ ~x NEW 8"X90' ELL, RJ ~w z ~ m
gip? w
va~Q~
P NEW 6"X90' ELL, RJ, TYP,
NEW INFLUENT S LITTER BOX s~W~
TOP EL. 61.0' TWO NEW 5 x ELLS, RJ,
TWO NEW 8"x ELLS RJ ANGLE TO BE FIELD DETERMINED > I w ~ U z u°~i
ANGLE TO BE FIELD DETERMINED ~z~,~ °-z
EX. 8" FARCE MAIN TIE-IN TO OVERFLOW PIPE
TD REMAIN SEE NOTE N0,3 TIE-IN TO EX. FORCE MAIN,
SEE NOTE N0,3 ~ hld W1 YV~ .-_.__._....v ~~C]~ J
WJ W~ W.i - W,~ n Q ~ ~ ~ ~
EX. VANE EX. 8 DIP ~ EX, VALVE ZW`~~
EX. 8" DIP FROM OVERFLOW AT EQ. BASIN EX. FENCE ~ ~ ~ ~
---X- _ X-_-------X--- -X X- X:--- -X-
X ( EX, 8" DIP FROM EX. TRANSFER PUMPS Q W
PLAN DATE
NORTH PIPINt~
-JULY 2011
NEW INFLUENT SP LITTER BOX 10' S' 0 10' 20'
1 "=10' PROJECT NO, yy ~~~OV
ORN. EBS ~ CHK. LWM
DSN. DSS APP.
DRAWING N0. ~+tt
~~V-~

~ J,~ - D - D - - ~ _.._D, D-
~ ' f', ~
0 w
~ ~ r--'" f r.- w ~
o w
,f /
i f~ _ y;. t9
Y J
= Q U
X D1P TO REMAIN ~ E . Z O
~ ~
1 ~ - N TO EX, 8" CLARIFIER INFLUENT PIPE ~ TIE I
~ SEE NOTE. 2 ~ ~ ~ ~E~E~ IJ a
~ ~ REMOVE EX, VALVE - EXISTING PIPE

,r NEW 8 X OI ELL, RJ WITH CONCRETE BLOCK J ~r ~ ~ ~ fNED JF ANGLE TO BE FIELD DETERM PROPOSED PIPE
REMOVE AND REPLACE EXISTING ,l _ z _ - o
~ ~ - FILTER SAND AND UNDER DRAIN ,f ~ i - i
PLATES ~ I, NEW CUT-IN $"X90` DI ELL, RJ WITH CONCRETE BLOCK CLARIFIER #3 TE BLOCK ~
SEE SHEET PD-401 - " , SEE NOTE N0.1 ~ -
i I ~ ~ i NOTES:
1. FIELD LOCATE EXISTING 8"' EFFLUENT PIPE FROM EACH
~ ~ EX, 8" DIP TO REMAIN AERATION BASIN, VERIFY MATERIAL. CUT EXISTING PIPE AND ~
~ ~'N ~ ~ INSTALL 8"X90` ELL, MJ, WITH MEGALUG RESTRAINT AND ~
NEW SCUM PUMP STATION ~ CONCRETE BLOCK. ABANDON AND REMOVE FROM GROUND o
I ~ SHEET (PD-601 EX. EF>=EUENT BOX \ SEE w, EXISTING PIPE.. z
~ / i~
2, FIELD LOCATE EXISTING CLARIFIER INFLUENT PIPE AND
~ - - r" ~~ti VERIFY TYPE OF MATERIAL. CUT EXISTING PIPE, REMOVE ~ f~ VALVE AND PROVIDE NECESSARY PIPE AND COUPLING TO JOIN i ~ R
THE NEW DIP TO EXISTING. ABANDON -AND REMOVE FROM ~ 7 ~r~ ~
~ ~ GROUND EXISTING PIPE, FITTINGS AND VALVE.
s' _J. FIELD LOCATE EXISTING 8" CLARIFIER INFLUENT PIPE AND m~ lt~~~~il~
' NEW 8" DIP, CLARIFIER INFLUENT
~ EX. AERATION AERATION BASIN NO. 2 VERIFY TYPE OF MATERIAL CUT-OUT EXISTING PIPE TEE AND ~ ~!f ~
~ - NEW 8" DIP, VALVE, INSTALL NECESSARY PIPE AND COUPLING TO JOIN NEW _ - AND EXISTING PIPES. INSTALL NEW $"X90` ELL, RJ WITH ~'~ps~~'~~~d 5'~.a'°
1 X AERATION BASIN EFFLUENT CONCRETE BLOCK. ABANDON AND REMOVE FROM GROUND d~+~~~3~;~
~ _ r' _ _ r THE EXISTING PIPING, FITTINGS AND VALVES.
TIE TO EX. CLARIFIER
LUENT PIPE ~ NEW 4 PVC CL N-OUT 4, FIELD LOCATE EXISTING 8" CLARIFIER INFLUENT PIPE AND r`
AI 5 SHE T P-DT1..-- l~ SEE NOTE N0, 3 f,~~` SEE DET L ~ VERIFY TYPE OF MATERIAL CUT EXISTING PIPE, REMOVE
N °K90'61ELL J VALVE AND INSTALL PIPE, COUPLING AND $"X90° ELL, RJ, ci
NEW 4" PVC SEWER ITH OONCRETE BL ~K I cn ~ WITH CONCRETE BLOCK. ABANDON AND REMOVE FROM ~ ~
5-5~ GROUND THE EXISTING PIPE, FITTINGS AND VALVES, Z . _
f 5. COMPACT BACKFILL FOR ALL PIPES TO 95% OF STANDARD ~ ~
,w ,i NEW 4 PVC CLARIFIER 2 ~ PROCTOR. ~ ~
CLEAN-OUT ~ _ \ ~ ~
f 6. INSTALL THE NEW 6" DI SCUM FORCE MAIN AT THE LOCATION ~ ~ ~ ~
~ 1 _ T PIPE i TIE IN TO EX, CLARIFIER INFLUEN NEW 4 PVC GRAVITY \ ~r; SEE NOTE NO, 4 OF THE EXISTING 1-1 /4°' PVC SCUM FORCE MAIN, REMOVE ~ ~ cr,
AND DISPOSE OFF SITE THE EXISTING FORCE MAIN MATERIAL = d' N °
_,1_ ~ _ j ' TIE TO EX. 4" DIP ~FW--~' ~
Y ~ INV, 47.33 D ~ ~ ~ i_.1 C~ ~ ~ G1
j _ NEW 8" PLUG VALVE W/ BOX - ~ ~J
i l C3jrn
~ NEW 8 DIA, STEEL ANCHOR POST w~°
~ I ~ (TYPE (6 PER BASIN_-~-- _ _ i,:
~ ,r' c~. i - - - - I
I } _ ~f ~ wz~W Cn W ~ Q
~ ~ ~ I n
~ ~ ~ Q ~ a> ~ w
~ ~ i ~ - OFFICE ' NEW CLARIFIER SPLITTER BOX X11 Z
~ ~ `SEE SHEET PD-302
f RIFLER 1 ~ C LA ~
_ i H ~
E ~ U U
- ~ EX. ANTENNA r 0
~ t ~ NEW 8" DIP, r-
- AERATION BASIN INFLUENT`, EX. EFFLUENT BOX ~R~ NEW 8 DIP

-r - ~
NEW 8"X90° DI ELI, RJ,
I r--; r WITH CONCRETE BLOCK ~ _ ~
~ i
~ ~ f W " PLU VALVE EX. AERATION E ~ ~ E 8 CHLORINE ! WI H BOX AERATION BASIN NO. 1 1- W
I ~ ! ~ - ~ I CONTACT EX. S DIP TO REMAIN 3f/
I { r BASINS ~ I W ~
I ~ CE 2 f'
NEW CUT-IN 8X90 DI ELL Q t!) v!
I ~ SEE NOTE N0. 1 i
r" i `~,~-1
~ t!?~U~
r r NEW 4 DI SCUM FORCE MAIN
I ---I-~- -'P------ - 6 I ~ J--- ~ ---i-~ SEE NOTE N0,
_L.
f
f _ ~Cz~Z
~ / zw`~~
NEW 4X90' ELL, RJ TYP, m
~ / / ~ W
P- T3 PCU-103 / / ;
~ I C ~ U ~
E I
SLUDGE SLUDGE
HOLDING NQLDING
DATE
I w ~ AUGUST 2011
I ~ 1 a~ 5' O ~ © ~C PROJECT NO.

~ 1 ~ o° ~6C1196406
P LAN DRN. EBS CHK. LWM
NORTH PIPING PLAN
DSN. DSS APP.
R BOX RIFLER SPLITTE NEW GLA DRAWING N0,

_ 11'-g" 7'-0"
~ 4 -r - - - ~
I k ~ w I
n 6 ECCENTRIC-,.
PLUG VALVE I _'__s--~..__ _ , ! DOUBLE LEAF--_, I ~ ( _ C ~ ~ c7
B ~ TYP, I ( ) ~ ALUMINUM ``1 i i
„ ACCESS HATCH ~ 6 SWING -1, 36"W x 60 L ~f ~ ~ ~ ~ ~ ~ ~ , ~y Q
L CHECK ~ LOCKABLE WETWEL , I ~
VALVE ~ ( ( - I (TYP.) ~ ---CONCRETE ~ PRECAST CONCRETE z j I ~ VALVE VAULT ~ ~
~ ~ ~ BLOCK ~ , I'
f , ~ , 7 7 16 - ~:p. ___i--- 6 FLANGE ~ ~ ~ PRESSURE -1-- ; ~ _ _ _ - , ~
' ! ADAPTER COUPLING i F } • k . ~ I I r
I i ~ W/LONGITUDINAL ' r, ~ ~ GAGE _ ' ~i SUBMERSIBLE--~,. \ ~ ~ a e I r j \ ~ I ! i f / i ~ i
RESTRAINT (TYP,) a, ni - PUMPS ~ A ~ ~ i j i 4 3 x i / I ( ~ I I ; WETWELL
j ,~y ~ ' i, ' ~ ~ 1 ~ ~ ~ ` ~ ~I ~ i & VALVE ~ ~ i'i
i if ` 45" ~ i ~ VAULT ~ ; i ~ t t ~ ~ ~ R ~ R I
~ M _ _ _ _ ~ I tw ~ f ? f 1 ~ i C ~ G7 ; o! to
e ~ + ~ i G ° i of - _ ~VETWECC ~
6X90 t0' i t t 1 1 ~ ~ t t ( 1 t / ! I j
DI ELL I t ~ f i I ( d
~ s ' ' ~ i ~ ~ ; ~ t3
~ I -6 x 6 ~ PD-101 i ~ € ~ j I I ~ ~ \ .i' ~ r,'~ ~ I i ~ ~ d
6 I,D. PRE CAST ~ I DI TEE ~ I ti CONCRETE WETWELL ' 2° SCH 40 i ~ ~ • I ~ ~
~i i PVC DRAIN ` ~ a i I ~ _r-' SINGLE LEAF z
PIPE W _ , _
' P-TRA i ~ ~ ~ ; _ ALUMINUM i~` f ACCESS HATCH
6 t „ »
I "12 i ~ , WETWELL 30 x 30 LOCKABLE ~ ~
i I 4 1 ~2 ~T' r`~`~~° ~ e 'a~ r~~~.h1~,
E ~ STAINLESS STEEL
` fLOAT SWITCH f w ,o ~ MOUNT BRACKET
~ (SEE NOTE 5)
o~.. z g ~U PLAN AT TAP - NEB 1N-PLANT PULP TATI!~N °®o~ j@$~~~
Id I~
i SCALE. 3~U rr- ~ t _ n ff pD-~ 0~ ~ ry°r~eFamm~s r ~ ~s 6~$t®48~0•Y6R~~~~
SCALE. 3 8„-1'-0>, PD-101
INSTALL 4" FLG, DI PIPE (USING SPOOL PIPE) ; z
CAST IN TOP SLAB & (2) 90' BENDS), f--- 6" ECCENTRIC
ATTACH FILLER FLANGE & #24 MESH 5.5, ~ PLUG VALVE BUG SCREEN, 1 (2 PLACES)
#5 BARS 6 OC-~, Z W
, t , W T&B ATTACH SS CHAIN TO OPENING-~-~, ~ OF WETWELL ~ J J
W~ FLOAT SWITCH MOUNT ~ , ti "SWING f~ 6' x 6' x 6' DEEP INTERIOR BRACKET (SEE NOTE 5) j 6 , ~ ~ ~
` ~ C CHECK VALVE ~ 1 t` DIMENSIONS PRECAST CONCRETE t!?
; p S ~ ? VALVE VAULT _ , ~ ~ (2 LACE) 12 THICK CONC, SLAB - ~ f ~ _ `'t N
i I } i i H W tC3
` ~ i ~ ~ ~ TOP EL. 48,50' TOP EL. 48.50 ~ ~ I~ RARE EL, 48,0' G 4 ~ ~ Z zcn«' ~
- ~ I ~ I ~ , ~ ~ ~ rn ~
f~, r~ ~a-poi t _ O ~
r - "PRESSURE CAGE W 1 2" ~ W ~ © J
t ~ ISOLATION VALVE AND PVC GAUGE GUARD
i ~ r~ i I r a
_ ~ MECH. SEAL ,~--CONCRETE BLO ~ ~ ~ W
FLG, BEND ; SEE NOTE 6 ~ f,, (2 PLACES) F W ~ d
U w ~
I ~ ~ EL, 44,75' PIPE SUPPORT---~ ~ T^ a.
T I "A" - I 6" DIP SEE DEAL _ _ m, , _
THIS SHEET EL. 43,42
i ~ _ ~ o IW- ~
4
„ ~ ~~-~-6x90' 6 -0 ~ i 0
DI ELL ti
~ ~
3 1 ~
~ p-COMPACTED
2 SCH 80 VC _ - j I DRAIN PIPE W~ CRUSHED ~ SS CHAIN - P-TRAP 57 STONE SLOPE BOTTOM
FLOAT ~ #
GROUT AROUND W/ CEMENT SUPPORT ~ GROUT TO DRAIN ~ PENETRATION I-
CONCRETE PIPE h LLI
I SUPPORT TYP. ( )
j ~ 6„ DI PIPE k ~ ~w z
' 1) 4" PRESSURE GAGE SHALL INCLUDE ISOLATION 'y pip ~ VALVE AND READ IN POUNDS PER SQUARE INCH ~
NEW 12 ~ ~ - psi AND FEET OF WATER COLUMN ft . INV, IN 39.91 (p 10 P) ( ) ~~Q~ ~
j HIGH LEVEL ALARM = EL. 39,0'
2) ACCESS DOORS TO WET WELL SHALL BE PLACED LAG PUMP ON = EL. 37.0' W REMOVAL OF PUMPS TRASH BASKET ~_u~p =Q
MECHANICAL SEAL---~ " TO ALLO , , I LEAD PUMP ON = EL, 35A' AND ACCESS BY LADDER. SEE NOTE NO. 6 C~ z
PIPE SUPPORT WITH 5 8' - ~ IRT WITH 5,l8" U-BC}LT -____,kx ~ -_._.__.._.__..3j$"x 8"x „8„ BASE STAND ~ ~ ~ ~ H
NON-CLOGGING ~ ~ 3) ALL VALVES AND FITTINGS IN VALVE VAULT TO 6" PIPE Wf 2 1 f2 THREAdED PIPE ~ ~ v
SUBMERSIBLE SEWAGE BE FLANGED, ' PIPE ROTATED 90 OUT OF PUMP 2 PLACES ? 90 OUT OF POSITION ~ Wf (4) 3/4" dIA SS
( ) ~ FI INGS AND PIPE TO BE ~ 4) BURIED VALVES, TT FOR : FOR CLARITY? EPOXY ANCHORS ~ ~ ~ ~ ~ W :,~t ~ W~ 3„ EMBEDMENT ~ ~ ~ ~
HED ° ! I ~ - STAINLESS STEEL RESTRAINED JOINT. COMPACTED GRUS ~ - GUIDE RAIL Z
#57 STONE TO TOP OF PIPE I 5) FLOAT ANCHOR SHALL BE A 10 POUND, COATED Z W ~ ~ z
STEEL MUSHROOM ACCHOR, CHAIN SHALL BE 6.x4 ECCENTRIC REDUCER ,r - - 3 16 STAINLESS STEEL WITH TWO 1 /4 as E J ~ W
PUMP SHUT OFF = EL. 30.0 ~ ~ " ~ „ S AIMLESS STEEL SHACKLES, ATTACH FLOATS TO ~ Q m ~ ~
6,5 CHAIN WITH PLASTIC CLAMP TIES. ATTACH CHAIN ~ ~ AND FLOAT CABLES TO OPENING WITH 5TAINLESS
1:1 1 ~ 1 , STEEL FLOAT SWITCH HATCH MOUNT BRACKET, G
PRECAST CONCRETE BOTTOM EL 2$,p' BRACKET SHALL BE 13 WIDE BY 7 HIGH WITH 4 EXTENDED BASE ~ _ .
~ - HOOKS. i
' ~ N RETE FILLET 6 INSTALL MECHANICAL SEAL AROUND PIPE, LINK ~ ~ _ . , . _ CO C ) ~i
~ r ~ ~ SEAL OR EQUAL, CORE BORE 10-INCH DIAMETER
~ ~ ? HOLE FOR 6 DIP AND 18-INCH HOLE FOR 12 DIP,
4.. BATE
FLOAT ANCHOR---'' COMPACTED ~---GROUT & MOUNT PER NOTE: ALL MATERIAL SHALL BE STAINLESS STEEL JULY 1
AND CHAIN ASSEMBLY CRU5HE© PUMP MANUFACTURER`S SEE NOTE 5 #57 STONE DIMENSIONS { )
PROJECT NO.
~-ia1 ~019~i406
SCALE: 3~8 -1 0 PIPE SUPP DRN. EBS CHK. LWM
, , ~ , SCALE; SCALE: 1-1 /2"=1 '-0" pp_~p~ OSN. DSS APP.
3 2 1 0 1 2 3 'll DRAWING N0,
PCB-1011

c~ w
w ~
w
X
1 -Du 1,-O„ EX. FORCE MAIN TO EX, SPLITTER BOX Y J
42`-~" (TO REMAIN} v Q
g
EX, METER VAULT ~ ~ ~ i ~ {TO REMAIN) o ~
1
1 i
~
I
STAIR LANDING
SIDEWALK ~ ~
a ~ ~
~f r
r ~
l ~i X ca rJ a
w a p I,~ v
J ,f o
z i
f ~ 7C
l1 rr~ r y~q ~ ~y~ w e ~ ~ ~
t l i 4i~ ~ ~ fi a
12` SQ. COLUMN ! Avg wm~~ .tip
(TYP OF 4)
Ek, DUMPSTER PAD EX STffr ELECTRICAL
3'-Q" ~'-0"' PA ~L ~ND SCADA B EXISTING 300 GPM
x TRANSFER PUMPS p
AND PIPING ~
. (TO REMAIN} r`' N
U ~
EX, EQUALAZATION BASIN ~ ~
~ ~ ~ lU
J ~ o ~ Q ~ X
o ~ 1 0 I a SLOPE I S P 3 PD-2 3 P -201 S P \ ~ rY N
w a TOC 48.00' ° ~ ~ ~
d. tt7 p
~ F:- ~ ~
x Q ~ t~C) Z
- ~ ~ U? oD ~
. ~ ? ~ ~
EXIST. METER BOX W ~ © J
1N EXP, JOINT t ~ ~
TOC 47,58' 10'-6" x ~ W ~ ~
TYPICAL AT SUMP SUMP W ~ ~ W
U} W ~
Q ~ ~
U_ W Z Q
w a
~ ~ I O
EXISTING r-
FENCE ~ i`
w x
o. 0
I ~ W
° W r ~
W
~ ~
TOP OF WALL EX. AREA LIGHT AND ~ 7~" <C
EL.=58,94' CONCRETE FOUNDATION y{ ~ ~S`' ~ ~
o ~
~c~~~ Q
PLAN VIEW
EXISTING NDIT ONS Q~~~
W ~ W w
E UALIZATIGN BASIN ,J ~ LL'
SCALE:1l4" =1'-0" i1'' ~
Q W
~ ~
DATE
JULY 20'I 1
4' 2' 0 4' 8' PROJECT N0.
DRN, KWH GHK. LWM
DSN. DSS APP.
DRAWING N0.
P®-~~~

X X X X X X X X X °
X X X X X X X X X X X X X X X X X
1 ~2" THICK PIPE INSULATION WITH ALUMINUM JACKET AROUND ALL
EX. METERING PD- 03 P -202 ABOVE GROUND PIPE, VALVES, FITTINGS,
VAULT WITH PUMP CASING AND PUMP SUCTION.
42" x 42" HATCH SEE NOTE N0. 2 z ~
a
14 12 4

~ 15
_1, ~ 31
~ 4 0
~ ~ i ~
a ~
~'~~~I~ i!~ NEW CONCRETE ~ PAD
~ 1 5 5 = t6 ~ ~ ~
/ ~a a
~~~~m"~-~--~--~,__ NEW 16 FORCE MAIN ~ 12" DI RJ 0
DI, RJ, SEE NOTES NO. 1 AND 2 '
NEW 16" FORCE MAIN z 90 9C7 0
01, RJ rp2
EX. CONCRETE PAD PD-2d3 PD-2d2
~~a~Q~at~~ P~
13 13 ~ ~R~ m ,~~.ii~ gib; a~ ~a
h~ EX. LIGHT PALE ~ ~ '
EX. 8" FORCE MAIN ~ ~ ~ AND CONCRETE F'~ FOUNDATION ~ , ~
FIELD LOCATE ``4- s
9 9
NEW EQUIPMENT ° ~p~ °`@® DIVERSION PUMPS iQ J'~ °~~®:.m~®~~(y"~

t3 ~
Uw
~Q ~ a wd
7 a ~~~,r° h
EW EQUIPMENT PAD ry
. (TYP EA. PUMP) SEE DETAIL 2, SHEET P-DT2 ~ Z
~
Q ~
z W
6 6 J -r
~ ~ ~
~ c3) U ~ ~ ~
EX. SIDEWALK EX. BOX FOR SIGNAL WIRE 5 5 Z ~ ~ Ci Z
EX. PLANT TRANSFER ~
PUMPS (TO REMAIN} ~ ~ ~ ~
1 1 ~ ~ N J
~ ~
W ~ arcs W
.~-.~.~._._wa___~ - - _,~.-..,~w..,~ _ . ~.n.._ to w ~ d
~ 2 ~J(Up~
~ w
o z
I 3 3 W f~l
1~ 4 h ~
f
EX, SUMP v h
4
VALVE AND FITTING SCHEDULE PIPE SUPPORT ~TYP)
MARK SIZE DESCRIPTION MATERIAL SEE DETAIL 3, SHEET P-DT1 ~
1 18" DIA, CORE BORE HOLE IN WALL I- W z
„ TWO MECHANICAL SEALS, LINK
2 12 SEAL OR E UAL EPDM Q 4 ~ ~ W ~ ~
3 12" RESTRAINED FLANGE ADAPTER DI ~
4 12" 9d° ELL, FLG DI ~
5 12" PLUG VALVE, FLG DI ~ ~
6 12"'x8" REDUCER, FLG DI 4 ~ ~
7 1500 gpm PUMP DI
7'-D" ~ SL©PE ~r ~ ~ ~ ~
8 6" FLANGED ADAPTER DI 4 t
9 12"x6" REDUCER, FLG, CONCENTRIC DI
10 12" CHECK VALVE, FLG DI ~ ! ~ EX. E UALIZATIdN BASIN _ ~ ~ ~ "'j
11 12"x12" .TEE, FLG DI
~w`~~
12 16"x12" REDUCER, MJ, WITH RJ GLANDS DI
4-~" PRESSURE GAUGE WITH ~ ~
1 1 ISOLATION VALVE AND _ 3 ~ NEWDIVERSIQN PUMPSTATI4N ~ z
GAUGE GUARD, SEE DETAIL 1, SHEET P-DT1, Q W
„ PLAN VIEW AND PIPING ~.?-s" s'-~" ~
14 16 22~~° ELL, MJ, WITH RJ GLANDS DI „ „ SCALE 1l2" =1'-0"
15 12 x 2 DOUBLE STRAP SERVICE SADDLE DI ~ ~
" SEWAGE AIR RELEASE VALVE, CAST NOTES; 16 2 SHORT BODY IRON
1, THE 16" FORCE MAIN AND FITTINGS FROM THE NEW DIVERSION DATE
PUMP STATION TO THE TIE-IN WITH THE NEW HIGHWAY 17 FORCE AUGUST 2Q11
MAIN SHALL BE DUCTILE IRON RESTRAINED JOINT PIPE, 12" 6" 0 1 ' 2' 3' 4' 5' PROJECT N0.
2. THE FORCE MAIN SHALL BE LAID TO SUCH A DEPTH THAT
PROVIDES A MINIMUM OF 24 INCHES SEPARATION FROM THE
BOTTOM OF THE EXISTING 8" FORCE MAIN AND TOP OF THE NEW DRN. KWH CHK. LWM
16" FORCE MAIN, FIELD VERIFY DEPTH AND LOCATION OF EXISTING
PIPE. DSN. DSS APP.
DRAWING N0.
P ~-2U2

O W
W ~
Q W ~ W
H S
Y J = J
V Q
~ ~
16'_0"
EL 5894'
NOTES: °
EXISTING EQUALIZATION HW 56 9' AIR RELEASE VALVE
BASIN L n SEE DETAIL 2 THIS SHEET 1. SEE PLAN SHEET Pd-202 FOR VALVE gc FITTING ~
SCHEDULE.
NON-CLOG PUMP i
(TWO REQ'D) 2" PIPE INSULATION WITH ALUMINUM ca
JACKET AROUND ALL ABOVE GROUND PIPE, PIPE, ~
VALVES, FITTINGS, PUMP SUCTION AND PUMP D PUMP ~
CASING 0 z
EX, 6" AIR PIPE
EX. 12" ~~oeea a~'6~ ~r~'~a
AERATION HEADER 9 13 10 5 4 {g~ p ~ L i pp9,~eR~ 0.N g,~
7 ~ i'
6 ® f
NEW 12 DIP 6
~'-O„ ® ,a,,~ p
PIPE SUPPORT SEE
DETAIL 3, SHEET P-DT1 ~~BA$8A~616 ~4®~~~
EL 48,00' EL. 46.94"
N
4 ,f~,, ,
~ ~ Z
__..L-
2 Q ~ W
J J
~ ~ ~
PIPE SUPPORT SEE PIPE SUPPORT SEE FLANGE PIPE SUPPORT Lf} ~
DETAIL 3 SHEET P-DT1 DETAIL 3, SHEET P-DT1 SEE DETAIL 2 SHEET P-DT1 , = d' N ~
1- W cD IL
C7 ~ ~ Z
Z t!)
~ LLI ~ ~ ~
w ~ o
~ Q
~ « w wcs,<[
SECTIaN - NEUIJDIVERSIt~N PUMPS Q ~ c~
1 c~ W
SCALE: 3/8" = ~'-0" Pa-~oz z
~
16 2" AIR RELEASE VALVE - U ASE VALVE ~1/2" SCHEDULE 80 PVC
DRAIN PIPE
17 2" BALL VALVE VE 12" DI DISCHARGE
LL' ~ AP W ~
15 DOUBLE STRAP SERVICE SADDLE IDLE L1.1 ~
sw z °

~,~Q~ .;C~~~ ~W
~~w~
w~~~ Z~_
0~~~
Ali~ RELEASE VALVE ~ ci o ~ ~ w
SCALE: 3/4" _ ~'-4" pD-ZO2 ~ ~ ~ j ~
Z W ~ ~ ~
~ ~
~ ~Q m z ~ W
~ ~
DATE
~ ~ ~ , 3, AUGUST 2Q11
PROJECT N0,
soy ~~~as
DRN. KWH CHK. LWM
DSN. DSS APP,
DRAWING N0.
P D-203

13,_x„
W W [}L'
1 1/ 2" ALUMINUM HANDRAIL p ~
2" X 3/16" OR 2" I-BAR, - SEE DETAIL 4, SHEET P-DT1 0 ~ ° ALUMINUM LADDER
ALUMINUM GRATING C j SEE DETAIL 4, THIS SHEET
SEE SHEET PS-302 FOR DETAILS
36"X24" WEIR GATE, ALUMINUM ~ J
WITH HANDWHEEL (2 REQ.) = Q
+'j L " ~ 2 ~
1 /2" SAFETY CHAIN, SS ~ a
~ 5' WIDE CONCRETE TWO REQUIRED
SIDEWALK SEE DETAIL 1" CHAMFER (NP.)
SHEET P-DT2 _ D„
EL 62.0'
i~
~
TOW 60.0' r- 1 1 /2" ALUMINUM HANDRAIL °C
EL 59.0' 6~ GRADE 59.0' 12„ ~ SEE DETAIL 4, SHEET P-DT1 _
~1 ~
P-021 a
2 ~ i~ 0 6" WALL SLEEVE t a ca
o INV. 56.0' - 0
i ~ ~ 36"X24" WEIR GATE, ALUMINUM
° 8" WALL SLEEVE, MJ X PE WITH HANDWHEEL (2 REQ.)
'O INV 54.50' °
T ~
8° x 45' ELL, RJ - I - ~ + ! as .,~~~~y ~~j . _ _ ~ 2"X 3/16" OR 2" I-BAR ~
o ~ ~ _ - - - -
N '~~_T~ ~ GRATING, ALUMINUM, TYP, ~ 10~i~j ~
4 ~4 ~ SEE STRUCTURAL DRAWINGS ~
EL. 54.0' 6u PS-301 AND PS-302 ~=~~~;~~'GCr~~~~~~~~
N FOR SUPPORTS 8c DETAILS BEN ~
8" INFLUENT FM, RJ, DI TIE-IN TO
~ ~ „ ~ ~c ~ c-( )La ~<x ~~1~~~ ~c~ s' ~4~ ~ `i<~~' ~ ~ EX. OVERFLOW FROM EQ. BASIN. ti
a co
C,') k'~ `~=~7c`~ vt~v ,~.,T>_ ;c csC~v' FIELD LOCATE. r~ c~
8" WALL SLEEVE #57 STONE UNDER ENTIRE SLAB
INV. IN 54.50' ~2^ ~Z" 4'-0" 8" 4'-0" 12" 12" ~ z _ _ z
GEOTEXTILE FABRIC ~ ~ ~ ~ ` ~ ~ '~y~=" - ~NF 12, SCALE: 1/2"=1'-0" LIJ
J
~ ~ ~
~ ~ ~ ~ ~ O
~ 1- ~ ~ d- o ~ ~ ~ Z
v ~ ~ ~ ~
N t~~cn
SECTIONINFLUENT SPLIT i i BOX ~ ~3~ 13'-0» w ~ o
~
SCALE: 1/2°=1'-0" ~ 8" DISCHARGE TO AERATION ~ W ~
BASIN # 1, DI ~ 2" ~ z" 3'-0" 3' INV. OUT 54.50' 3'-0" 3'-On 12" 12" 6" RAS FM, DI FROM CLARIFIERS ~1, ~2 ~ ~ « w
I AND ~3, TIE INTO EX. 4" FM ~ ~
FIELD LOCATE AND VERIFY MATERIALS AND c~ ~
DEPTH
_ ~
8" WALL SLEEVE ~ ~
MJ X PE ~TYP,} ~
1 1~2° ALUMINUM RAILING W/ i } ~
MATCHING POST BASE FLANGE N ~ ~
& TOEBOARDS ti
j DISCHARGE TO AERATION BASIN #2
1 0 12 INV, OUT 54.50'
ALUMINUM STAIR TREADS, 5-DIAMOND ~ I
it" WIDTH, 2 1/4° DEEP, - N ~ ~ - - - I- ( f- LU
5 RISERS AT 7 3/16° = 3'-0° ~ - - - -
3 1/2" x 3 1/2" x 3/8" ~ ? w z ~
6° LONG ALUMINUM BASE ANGLE zx
ON INSIDE OF EACH STRINGER - I ~ c~~
W/ (2) 1/2" EXP. BOLTS a'i ~
0
~~W-
6" X 90` ELL, MJ, RJ f!) - W ~ © J
~ EL. 62.0'
INV. IN 56.0' ~ ~ tL' ~
o _ - - - - - O ~ ~ ~ ~
~ o. i - - o
~ E--- ~ ~ >
3 1/2" x 3 1/2" x 3/8° Qz~z z~
6" LONG ALUMINUM BASE ~ ° i 36"W X 24"D WEIR GATE, ALUMINUM ~ ~ ~ a
ANGLE AT EACH STRINGER 0 ~ ~ m
W/ (2) 1/2" EXP. BOLTS - N
ON 1" GROUT BED 0 ~ W
I ~ ~ F-
EL 59.0'
8" x 45 8" x 45° ELL, RJ
C10 x 15.3 ALUMINUM
STRINGER
DATE
NEW 8" INFLUENT FM, RJ DI NEW 8" INFLUENT FM, RJ, DI, SEPT 2011
FROM EX. TRANSFER PUMP 12" s" o ~ ° 2` 3' 4' S'
BASIN. INV. IN 54.50' FIELD LOCATE. STATION. TIE INTO EX. FM 1 /2"=1 ' -0" PROJECT N0,
SECTION -ALUMINUM LADDER TIE-IN TO EX. OVERFLOW FROM EQ. FIELD LOCATE. X01 ~~~'0~
SCALE: 3/4"=1'-0" ~ DRN, EBS CHK, LWM
DSN. DSS APP.
SECTION -INFLUENT SPLI i i SCALE: 1/2"=1'-0"
® ~ 1 DRAWING N0.
PD-301

1
Q ~
17 W
= a
2" X 3/16" OR 2" I-BAR, 46"X24" WEIR GATE, ALUMINUM 19" WIDE X 24" DEEP o WITH HANDWHEEL (2 REQ.) WEIR GATE, ALUMINUM r cy
i ALUMINUM GR4TING WITH HANDWHEEL F- ~ o _ ~ ~
~ SEE SHEET PS-304 FOR DETAILS r - _ ~
1" CHAMFER (NP.) u - 12" -
TOP EL. 61.0'
5' WIDE CONCRETE SIDEWALK -
SEE DETAIL 1, SHEET P-DT2
z o
6" o 46"X24" WEIR GATE,
GRADE 59.0' TOP EL. 59.0' i
ALUMINUM
- - WITH HANDWHEEL -
2 TOW 58.0' ~i>j'~ji,:; 1 z - 6° - - _ ~ , ± r ' z T _ r _ ~
- _ _
~ _ - 2"X 3/16" OR 2" I-BAR 8
° ~ _ - _ ~ _ ~ GRATING, ALUMINUM, TYP.
0 ~ c0 __._4__
= ~-~----~'~F SEE STRUCTURAL DRAWINGS
°i 8" WALL SLEEVE, MJ X PE PS303 AND PS-304
° INV 53.50' FOR SUPPORTS AND DETAILS
~ ~ sx 1 4 k ~
g ~
- - - - t- 1066
EL. 53.0' 6~~ app ~ ~b® O®a '.~4 8D
® ~ ~ ~~rr~aaar~g~
8" INFLUENT FM. DI, FROM F~.i'tl'a VIEty: i~I,T c ~ ~1 << ~:'-1~ ` AERATION BASIN N0. 1 SCP.LE: 1i2'=i'-0" ~r~
h- C7
1_ c ~Sl ,-s c~~~sv, c~ ~v?~ lv. .5 ~v cwt tD h~
8" WALL SLEEVE 12" #57 CRUSHED STONE UNDER ENTIRE SLAB N
INV, IN 53.50' ~2" 12" 4'-0" 12" 4'-0" 12" 12"
N~ Z ~ CA - _
GEOTEXTILE FABRIC Q
Z !LJ
13'-0" NEW 8" DISCHAR 8" DISCHARGE TO CLARIFIER NO.1 ~ ~ ~
INV. OUT 53.50' OUT 53.5{} NEW 8" DISCHARGE TO CLARIFIER NO.2 ~ ~ ~ m
16'_g" INV. OUT 53.50' ~ w ~
O ~ ~ ~
~ zcn~'° ~
12" 12° 1'- 11y$° 12" 12° ~ 12" 1._ ~8,t 1~8» 12„ 1 1~ tt 3>-9~" 12" 1 P; `i ~ ~ ~a.d ~
SECTION - CLARIFfER SPLITTER BOX w ~ p
;GALE 1/2"=1'-0" ~ w ~ ~
» ~ ~ w
8 WALL SLEEVE w cs, ¢
I MJ X PE (TYP.) ~ w ~
N
8" DISCHARGE ~ ~
TO CLARIFIER NO. 3 ~
~ INV. OUT 53.50' ~ T
d ~ i 1
O N ~ W NEW 8" INFLUENT
FROM AERATION BASIN NO. 1 ~ W ~ ~ ~
NEW 8" INFLUENT, DI INV, IN 53.50' W Z ~
FROM AERATION BASIN N0. 2 0
INV. IN 53.50' ~ <C~`~Z vw
- - - ~ w ~ ~ ~
w E- Q °z ~
t~ 4~ ~ ¢ cn
46"W X 24"D WEIR GATE, ~ J ~ W W
ALUMINUM ~ d' L~ ~ ~ ~
N ,~~QZ Zc'~
zw ~
~ a
~Q m
19" WIDE X 24" DEEP ~w
WEIR GATE,
ALUMINUM
SECTION -CLARIFIER S
DATE
au~usT ~a~ ~
12" 6" 0 1 ' 2' 3' 4' S'
~ ~ PROJECT N0.
6o~~s~os
DRN. EBS CHK. LWM
DSN. DSS APP.
DRAWING N©.
P~-~(,2

W
W ~
i d W
C?
X J
NOTES: a g
1. SEE THE SPECIFICATIONS FOR DETAILS ON THE REMOVAL AND a ~
REPLACEMENT OF THE FILTER SAND AND UNDERDRAIN PLATES, ~
AND THE REFURBISHMENT OF THE TRAVELING CARRIAGE
ASSEMBLY,
2. FIELD LOCATE EXISTING FILTER PIPING AND VERIFY SIZE AND
MATERIALS,
z 3. REMOVE AND REPLACE EXISTING ASPHALT DRIVE AND ~
CONCRETE SIDEWALK AS NEEDED TO INSTALL VAVLES.
EX. PUMPS 215 GPM Q50 T6H, 5HP
a
0
z
PRESSURE GAUGE r _
EX. CONCRETE SIDEWALK ~ ~ ~ - '~~~~'~~d
TO BE SAW-CUT AS REQUIRED
AND REPIACED. SEE DETAIL 1, m 3U~i~6 a r SHEET P-DT2 ~ ,p~m 1 ~ R~
mm ~p, °e,,,~aoaam~~~ i) ~~m
J~~~~`~~~~
EX. POST
AERATION BASIN I'~- Q
CO
c~ ~ -GRASS ~ ~ ~
EX. UV CHANNEL C3 ~
NEW CUT-IN PLUG VALVE, z
EX. CONTROL PANEL MJ WITH VALVE BOX =
SEE QETAII 2, SHEEP P-dT3 Z ~ SEE NpTE NO. 2, THIS SHEET J ~
~ ~ C} ~ x
EX, 8"x8" TEE ~ ~ N '
U ~ ~
EX. DISCHARGE TROUGH I; )
d' p
Rp~d VALVE Tp TEE WITH ~ (i=? ~
(2} 3/4 SS THREA©Ed RpdS I.L W ~ uy
EX. VALVE C7 ~
T4 REMAIN W ~ p J
REMOVE AND REPLACE WITH NEW ~ , 1 ~ ~ ~ ~
EXISTING SANd ANd UNDERdRAIN > W ~ Q
SYSTEM PLATES W ~ o~p W
Cq W ~
ENELGO ABW AUTOMATIC BACKWASH Q ~ ~ ~ W
PACKAGE FILTER MODEL NO. 836
A
4" DIP W a
F- ~
EX. 8" DI ~
FILTER BY-PASS f
4" GATE VALVE Tp REMAIN h-
INSTALLED VERTICALLY

Z
~
W ~
Q ~ C~ ~ ~
EX. INFLUENT TROUGH W > ~ z
~ ~
to ~ Q 1- ~ w w
EX, CARRIAGE RAIL EX, BACKWASH LAUNDER EX. FILTER MEDIA IN FILTER CELLS R M Y TRAVEUNG CAR IAGE ASSE BL dBLY RpD VALVE Tfl TEE WITH :
TYP, EA. SIDE) TO REMAIN WITH UNDERDRAIN PLATES TO BE REMOVED TO BE REFURBISHED (2) 3j4" SS THREAdEd RpdS ' W EX. 8°x8" TEE w ~ ~ ~ ~
AND REPLACED WITH NEW ASPHALT dRiVE ~ ~ W -
o~,~~
_~-r ~
EX. 8" DI FILTER 1NFLU 01 FILTER INFLUENT NEW CUT-IN PLUG VALVE, W ~ _ ~ Q
TO REMAIN 44 -8" CAIN MJ WITH VALVE B4X ~ ~ ~ L.!_ Cp
SEE dETAII 2, SHEET P-dT3 W
PLAN VIEW SEE NOTE Np, 2, THIS SHEET ~ ~ OC
SAW-CUT EX. ASPHALT DRIVE Q W ~
TI N A l~WA HI FILTER REN VA AUT MATI B N AS REQUIRED ANd REPLACE PER ~ ~
SCALE: 318" =1'-0" dETAIL 2, SHEET P-dT4
Q
OATS
~u~us-r~a~1
12„0„ 0 1, 2, 4, 6, 7,
3/8„__ 1,_0„ PROJECT N0.
G0196406
DRN. KWH CHK. LWM
DSN. DSS APP.
DRAWING NO.
PD-~d~

W
W ~
d W
N S
C7
Y J BUILDING DATA SHEET
V Q
~ ~
NAME OF PROJECT: CAROLINA SHORES ~ ~
N W 1 COUNTRY WAY
PRECAST CONCRETE BLDG. o ~ ADDRESS' CAROLINA SHORES NC, 28467
PER SPECIFICATIONS z ~
5'-0" w w USE: MCC BUILDING
N w d z 0
OWNER/CONTACT PERSON: BRUNSWICK COUNTY, PUBLIC UTILITIES
~ a ~ /
_ ' J ~ ENGINEER: AECOM TECHNICAL SERVICES OF NC, INC, STEVE SCRUGGS, PE 10666
`o a INSPECTION JURISDICTION: CAROLINA SHORES, NC
1 0
BUILDING DATA
MCC ROOM 0
- FF = 48.00' OCCUPANCY: B
° v ' ~ (10'-0" CLEAR HEIGHT) CONSTRUCTION TYPE: IV A,~~ee~am®~
SPRINKLED: NO ga~~~t//pt~~+++ ~ 1f~'~'~
na~. .n
A4 j AC ~ " • PD-502 FIRE DISTRICT: NO e~~~~ . ~,,.~.f~~ ,1
'1 ~ I DOUBLE 3'-0" x 9'-0" DOUBLE DOORS BUILDING HEIGHT 10 FEET, ONE STORY ~~~`wd
v <7 i WITH SOLID PANEL TRANSOM
o ,s - HIGH RISE: NO 1~.~~ !
~ ~ SEE NOTE 2 SEE NOTE 2 i - ~ GROSS BUILDING AREA
PACKAGE WALL ~
MOUNTED AIR Al FLOOR; 219 SF
CONDITI(3NING UNIT; PD-S02 GROUND: 245 SF
"(COO~YNG ONLY) ~ ? ~ a TOTAL GROSS AREA: SEE ABOVE "GROSS BUILDING AREA"
v ~.I J ~ / AREA INCREASE: NONE CODE REF: NONE N
1 N N IF YES, CALCULATONS: N/A z ~
c] - FIRE RESISTANCE RATINGS ¢ ~
p ~ ~i~ N Z J Z. N
J 1 EXTERIOR WALLS; NC J J
c0 `I W O W ~i C 1 ~ G 1 ~ ~ ~ ~ v PD-S02 ~ ~ FLOORS: NC
~ 63 STANDBY ~ Q ~ J 2'-0°
_ ~ 5-10 GENERATOR PAD 2'_0°' PER MFR n_ BEAMS: N/A U ~ ~ o
~ ~ ~ 4 COLUMNS: N/A ~ ~ o
a a A4 C7a~Z
C-503 BOLLARD, TYP 2D, TYP ROOF; NC ~ ~ ~
VERTICAL SHAFTS: N/A ~ > ~ u
CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE w ~ ~ J
SEE DETAIL 4, SHEET PS-102 SEE DETAIL 4, SHEET PS-102 MIXED OCCUPANCY SEPARATIONS; N/A ' ~ ~ ~ ~
C~
TENANT SEPARATIONS: N/A w ~ o w
~ ~ ~ ~ LIFE SAFETY SYSTEMS; N/A -UNOCCUPIED Q,
DESIGN LOADS v ~
z
ROOF LIVE LOAD: 2O PSF w p
SNOW LOAD; 10 PSF ~ ~
C7
WIND LOAD: 130 MPH (ASCE 7-05} ~
0
FLOOR LOAD AGROUND}: 100 PSF
SEISMIC DESIGN DATA
KEY NOTES:
A. SEISMIC USE GROUP. II
B, SPECTRAL RESPONSE COEFFICIENTS: ~ ~ ~
1~ MCC PAD, SEE DETAIL 2, SHEET PS-102 1. SDS 0.353 W ~ w
2. SDI 0.173 Q LLJ ~ _
2~ PANEL/PADS, SEE DETAIL 2, SHEET PS-102 ~ ~ C. SITE CLASS: D W W ~
D, SEISMIC DESIGN CATEGORY C ~ ~ ~ ~
CONCRETE SLAB. SEE STRUCTURAL SHEET PS-102 FOR REINFORCEMENT. E. BASIC SEISMIC FORCE RESISTING SYSTEM: DIAPHRAGM AND SHEAR WALLS ~ ~ ~ ~ ~
F, DESIGN BASE SHEAR: 19.0 KIPS ~ ~ W ~ ~
EQUIPMENT NOTES: G. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE W h ~ ~ ~ ~
f1' ~ ~ ~ m~
1. AIR CONDITIONING UNIT - 2100 CFM, 68 MBH TOTAL SOIL BEARING CAPACITIES p ~ t„~ ~ m C]
& 47 MBH SENSIBLE CAPACITY Q 80 DEG F/67 DEG SOIL BORINGS: 2500 PSF ~ d ~ ~ ~
F D.B./W.B. ENT AIR TEMP & 95 DEG F AMBIENT
TEMP, 460V/3 PHASE, 23 MCA, 30 MFS. PROVIDE EXIT CALCULATIONS Q ~ Q Z
219 SF 100SF PER PERSON = 2 PERSONS W
WITH LOW AMBIENT COOLWG CONTROL TO 0 DEG F, /
SUPPLY AND RETURN GRILLES, 1HERMOSTAT AND 2 ;';PERSONS X .20"/PERSON = 0,4" WIDTH MIN ~ , ~ ~ ~
DISCONNECT SWITCH. BARD MODEL W70A OR (OR 36" MIN FOR "HANDICAPPED"} Q ~ ~
APPROVED EQUAL (SEE SPECIFICATION SECTION).
2. COORDINATE HOUSEKEEPING PAD DIMENSIONS WITH MIN 1 EXIT REQUIRED ~ F-
EQUIPMENT PROVIDED. PARKING SPACES: 0
3. SEE ELECTRICAL EQUIPMENT SHEETS FOR LIGHTING
PLAN.
DATE
PLAN AUGUST 2011
NORTH
PRt}JECT N~.
MCC BUILDING ~
SCALE: 3/8" = 1'-0" 3/8"=1 `-Q" DRN. EBS CHK. LWM
DSN. DSS APP.
DRAWING N0.
PD-5tJ1

0 w
a w
DQUBLE 3'-0" x 9'-Q"
LOCKABLE DOORS x
PRECAST CONCRETE BLDG PER SPECIFICATIONS 1'-D" SOLID PANES TRANSOM
PER SPECIFICATIONS Y J
t=.~ a DOWNSPOUT, TYP ~
T WALL a AIR CONDITIONING UNIT z a
a / d - , _ 1 ~ 1 t
EL=58,00 _ - ~ ~ , . ' ~
_._~s _ ~ ~ r - t ~1 rLl ~~~'~f r.l~ I _ 1
.~TY=T _L.
~ - - Tom- - - ~ ? ~_,,-~C
_ ~ . _1_ _,...L- _ ~ T i ~ ~L
PROVIDE GUTT ~R AN _ . _ ._rrs~T.L ~ ~ ~ ~ ~ 1 ~ _ ~ 1 L ~__-L--- --z
~ - P DOWNSPOUT, TY T , ~ , ~ T ! _ ~ -z - t -
J'- --s~ ~ _ - i ~ - - - - s I 1 L ~ i_ r ~ -t ~ ~i _ ~L._ L-C~~. _ ~ . ~ - ~
~ ~ ; ~ _ , ~ - - - ~ - ~ ~ _ ~ i i_.-~~~
3 SMOOTH L,_L~ .1 ~_C- ..j. ~ i ~ r T1- 1 ! i E ~ I ~ ~ M
- ~ r ~ T ~ u t a
~ y __L_ _ - - i { - - - - f 1 ~~_4~~T_lz ice' LZ[ ~ _
62 _ s, ~ _L _L_ t 1 ~ HOUSEKEEPING PAD, __L _ _
PS-101 ~ ~ ~ ~ L COORDINATE PAD SIZE WITH ~ ,z z 1 ~ ~ 1 ° ` ~ , - U
CONC SIDEWALK ~ _-r ~ _z ~ ~ ~ - ' ~ , , , T EQUIPMENT PROVIDED, TYP - - - _ __L_~ T ';_L - _ ~ ~ L,- CONC SIDEWAEK ~
SPLASHBLOCK _L_~_C 1 I_{1~,._l_ Z__~_iT~_~
T/SLAB ~ _~=~-W - , 1 ~ _ .1_ Z ..i ~ _ I
EL= 48.00 , ~ - ,-L~-1- ~1,-1-~- - - -
t x, 4 . f . ~ FIN GR n n n n - T f SLAB v~~~~ ~ s~ 1 ~ c 4 , b
c ` ` p' q ~'~q' a s a x u '
? ,..V. „r ,n ~ ~ )l 1 tiI > 'j. A,. r/~1 EL-47.5D '..i\ .,i,, A,~* ) ~ ~ }`7' - 7 Y ~ r}' rx `f' 1~^, 5~, 1 ^~i 'rf',7 ~r ~~V~/ / ~\r,/`/;, R~, 1 S~ r^, fir'. y~~; t ti 1 ~~f+' ,Q ~ t . ~ 1 ..r cf~al y,.' 1t ~ r 1'~ ~ ~~~,..''di`. w. _
!.1 w~z~,,...-, »c~.~i,~.:~ r..i._.. ...ar 'Y~'`r.._ Y~,,%~~?~ \ l; ~ \ i 1 s Lr...-~ Yat...:.._.~L:..:.. .~3~~. ~ J.,,~'_.~~ .~_`::z___fiw`.5e.....__. `Y;:istr_r_,GS,_J'.~. ~.~~,2A.i~,~.._.b..l1a. ~..~.~.,~i..:._~s~'~~41 ~'h.1~1..~_. _ ~r X.. C : ~ ~ I f, ~ 1Q66'
~ 1~~ ~ o ~ I ~ a° r ~ s ~ m a~' e "S~a
~ / . ; ~ , Jam. ? ~ Y Y7 ' , SEE STRUCTURAL DRAWING ~~<<vt~~ti`.=:,`, ~ ~ : ~ ~ ~ ~ ~ ~ r~• o~ . V ~SD ~o x ~1®
5-05-101 FOR FOUNDATIDNS ~ ~ r?, ~ r~'I I 'gyp t3'~" ~®mAOQtc~b ~,v vet`
~~°ar~~~eaa+~~a6~
2'-O" ROUTE DRAIN TO 2'-d" ~ cn
GRASS r. cv
~ ~ ~ PRECAST CONCRETE ~ y"y~ r ~ ~ i t t. ~ 6 , ~ ~ ~ I ~ ~
BUILDING SHALL HAVE A I~_a» Q-{~-1n~ w
SCALE; 3 = 1'-0" a-05-101 PRECAST BRICK FINISH. SCALE; 3 = 1'-0"
J
~ ~ ~ CV
_ ~ N ~i'
, „ ~ ~ ~ ~
20 -fi ~ ~ ~
Z U~ a0 ~ ~ ~
LL LLI ~ ~ ~ ~ ~
ALUMINUM DRIP EDGE, z
~ ALL AROUND AIR CONDITIONING UNIT w ~
N n dPENINGS. SEE DETAIL I ~ ~ ~ ~
4 GUTTER ROOF SLAB Al THIS SHEET. ~ ~ ~ ~
c~nW~Q
~ ~ U_ W
I ' L- 2 1 i _ _
AIR SUPPLY ~ -1-~ ~ ~ , ~ iY . _s__ i
OPENING PER MFR I I 1_ ~ L 1 ~ ~ T~: ~
I
o AIR RETURN o
~ OPENING PER MFR cn
~ _ Z __i ~ t S ~-~-1 ~ L L, i T~ Z L
W I I i
I I N t_ _ ~ L- t - ~ ~
W I ~ ~_.l Z ~ LT~ - -
o
. - E ~ a ~ . . , a ~.v a
. f _ t 1~ ~ ~ 1 f1SI
FF EL. = 4$,OO'
~--------------------------------------J
z NOTES: r ~ 0 ~ ~ P~\ ~ / 'r r'~~ ' ~ ~'j ti f~ ~ f i ;k`~. r l • V
~ r
~ 1. COORDINATE SIZE AND LOCATION PRECAST CONCRETE ROOF
PER SPECIFICATIONS OF OPENINGS FOR AC UNIT WITH ~ W ~ U
BLDG MFR, J ~ t~ w
C7 Q m ~
CL' W
<C ~ U~
~ ~ ,a .
S'CALE~ 1 2- 1 0 D-06-~01 - St~I.E, 3 $ - 1-0 D-05-101 S~CsALE: 3/8" = 1 D-t~fi-101 DATE
AUGUST 2011
PROJECT NO.
12„~„ O ~ , 3, 5, 7, ~70~ ~~~0~
3/8"=1'-O" DRN. EBS CHK, LWM
DSN. DSS APP,
DRAWING NO.
P D-502

PD- PD- ~ W
01 601
2 C?
Y ~ S ~
~-On
~ ~
~ 3`X90 ELLS 4" PLUG VALUE o ~
SS BOLTS (THREE-WAY)
4" CHECK VALVE
A H R BOLTS AS RE 'D 3"x90 ELLS NC 0 Q TWO REQUIRED
B MFR W~SCREENED VENT 3" Dlp FINE MESH SS SCREEN
BOLTED BETWEEN FLANGES
6" DIA, HOLE FOR USE SS BOLTS ON BOTH ELLS 4"X90' ELL
/1` 4 SUCTION LINE / f/ (TYP. EA, PUMP)
' I 4" PVC FROM
r-. ~ ~ ~ CLARIFIERS 1 & 2 h
I / ~ ~ f 1~4 X5 4 WATER STOP RING
~ / \ WELDED TO PIPE I ~ \ i c~
/ I 4" DI SUCTION LINE (TYP, EA. PUMP} ~
i ~ ,Ky,~ 1 1 " CHAMFER (TYP,} 0
1 ~ I - TOP EL. 54.5' " a
~ STATION ~ ~ ~ GRADE 54.0' c~ ~
Po- Po- WETWELL ~ ~ 1 SCALE 112 -1-0
6D1 60 > 1 1
~ 24 (W) X 24 (L) ALUMINUM 4a-~» ~ ~ 9B ggFFgd .q l{~ dye}
RO ~ „ / HATCH, BILCO "J" SERIES CONT L 6 DIA. HOLE FOR \ __~.1.. /
PANEL ~ / OR APPROVED EQUAL 4 DISCHARGE ~ ~ f ~J/ ~pg'"~ / ' s
~
6 DIA, HOLE FOR r 1~t~66~ a .r
~ ~ SERVICE LINES s p
~m~ ~ p~~aae oar*ffi°`~'C~, ~~to m
PD- PD- Q1 601
6" DIA. HOLE FOR
4" SUCTION LINE
ti
CONTROL PANEL 4"X90' ELL
FACTORY BUILT PUMP STATION
4 PIPING z
GROUT AROUND PIPE
TYP, FOR FLOOR PENETRATION ~ w
SCALE 1l2" =1'-0" J J _
~ ~ ~
24"(W) X 24"(L) ALUMINUM NUM
ELECTRICAL ENTRANCE HATCH, BILCO "J" SERIES
AS REQ'D BY STA, MFR, R APPROVED E UAL 0 Q S E=-wc~n~ u~'-
Q ~ ~ °
TOP EL, 54,5' rn
.GRADE EL 54.0 4,0` Q > ~ w~~ J
Xnn' u~y y T ,~~x ~ ~ '4' ~ , G. ~ , ~ ,
F 5 STONE UNDERNEATH 6 O ~ .UNDERNEATH BASE ~ ' ~ ~ ~ ~
ti~
w z ~
~nW~Q
4 BARS®12" EWEF d ~ ~
ATTACH SS CHAIN TO OP CHAIN TO OPENING W/ FLOAT SWITCH ~ ~
MOUNT BRACKET, SEE N( ACKET. SEE NOTE No. 4 THIS SHEET, _
SS CHAIN FLOAT SUPPOR 1W- FLOAT SUPPORT ~
U
T
4' 1,D. PRECASET CONCRETE WET WELL Q
MECHANICAL SEAL, SEE N MECHANICAL SEAL, SEE NOTE NO,2 L SEAL, SEE NOTE No, 2
TYP, )
HIGH LEVEL ALARM
4" DISCHARGE LINE ELEV. 46.0'
ROTATE OUT OF POSITION FOR CLARITY INV, EL 45,08 LAG PUMP ON ~ ~
ELEV. 45,0' ~ ~
4" DIP
LEAD PUMP ON
ELEV, 440` INV, EL 51,0 - 4 PVC FROM " ~ ~ ~ ~ 4 PVC FROM CLARIFIERS NO. 1 & ~ ~ W ~ ?
ROTATED OUT ~ 6 DIA, DIP SUCTION ROTATED OUT OF POSITION FOR CLARITY W ~ O W D
PUMP OFF
s ELEV, 42,0 ~ ~ Q~
1 s'a.~= cnQ
2500 PSI GROUT TROWEL FINISH 1.75 PRESSURE TRANSDUCER ;ER ~W~
,,gyp "X " BOW ° INCREASING 4 6 EL
~-1-
Q~~U ~W N T
o 1. STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE USED IN THE WETWELL. ~ 0- d ~ ~ to
n c~.! I- Z V) U~ ~
12 OF ~5 STONE -,t ~ < ,~,<< 2. MECHANICAL SEALS SHALL BE LINK SEAL OR EQUAL. CORE BORE 10" DIAMETER Q ~ ~
~ o ~~7 ~ . ~ . 4 ~1 _ L , HOLE FOR 6" DIP AND 18" HOLE FOR 12"DIP. ~ W = W ~
J ~ ~ ~
> 3. THE INTERIOR SURFACES OF THE WETWELL SHALL RECEIVE TWO COATS, 20 MILS I- m ~ TOTAL, OF A POLYAMIDE EPOXY-COAL TAR, ~ W ~

SQUARE 4. FLOAT ANCHOR SHALL BE A 10 POUND, COATED STEEL, MUSHROOM ANCHOR. U ~
4 BARS®12" E,W, E,F, FLOAT ANCHOR AND CHAIN CHAIN SHALL BE 3/16" STAINLESS STEEL WITH TWO i,/4" STAINLESS STEEL
ASSEMBLY SHACKLES. ATTACH FLOATS TO CHAIN WITH PLASTIC. CLAMP TIES. ATTACH CHAIN AND
FLOAT CABLES TO OPENING WITH STAINLESS STEEL FLOAT SWITCH HATCH MOUNT
BRACKET. BRACKET SHALL BE 13" WIDE BY 7" HIGH WITH 4 HOOKS.
DATE
AUGUST 2011
12" 6" 0 1 ' 2' 3' 4' S'
1/2"=1'-fl" PROJECT N0.
DRN. EBS CHK. LWM
DSN. DSS APP.
NOT TO SCALE DRAWING N0.
P

v w
t~
Y J = J ~ Q
g
~ ~
t/I
Z
W
}
d
Q
Z
NEW 4" PVC GRAVITY SE1 S=5% PVC GRAVITY SEWER
TO NEW SCUM PUMP STS SCUM PUMP STATION
SEE PIPING PLAN, SHEET JG PLAN, SHEET PCU-103 ~ ~"1 i'`
T4 I y~ ~
CLARIFIER ~3 tm
RIFT R 2 " EX. CUS, E # EX, 4 dIP FROM a ~r~l e ~ g
SCUM BEACH CLARIFIER NO. 2 o~ ~ ~1
(TO REMAIN y. ~.`..P ,tae' . ~ f~ ,~q
i
~~~~~~~~~4
EX, aH EX, 8" DIP
i _ ~
N
~ ~
NEW 4" CLEAN-OUT CLEAN-OUT _
I SEE dETAIL 5, P-DT1 AIL 5, P-DT1 ,Q ~
Z W
J QJc~
4" SCH 80 PVC ~ ~ IL' ~ N
~ ~
2 ~ N
NEW 4"X45' ELL 1- W t~D
1 ~ ~ ~ ~ Z (A ~
"
4 DIP K, 4" DIP
EX. 4" 11:E TO REMAIN _ - TOP EL, 55.36 INV, 47,33 _ W ~ o J
~ ~
~ W ~
I W Z ~ W
I scull CA W ~ Q
+ PUMP d ~ ~
U w z
I
EX, RAS WETWEIL ~ ~
f (TO REMAIN I " REMOVE EX. SCUM PUMP 0 :X. SCUM PUMP STATION AND BACKFILL t?
4 dIP T
EX. r• EX. 4" DIP ~
_ - 4" SCH 80 PVC
J
REMOVE EX, 1-1 4" PVC ~ FROM CLARIFIERS 1, 2, AI X~ 1-1 j4~ PVC PIPE TO SLUDGE TANK ~ ~ ~ RIFIERS 1, 2, AND 3. Ll.) ~
~ W t1s
~ ~
Sw z ~
I E INV, OUT 50,66 Ex. DIP w ~ ~
~ ~ ~
P ` EX, 4 DI FROM ~C~`~~ w
SCUM BEACH CLARIFIER NO. 1 ~ ~ w = c
(TO REMAIN) R FI R 1 I
EX, CLA I E w~~~
TO SLUDGE ~ ~ ~ ~ ~
HOLDING TANK C~~~~ ~
~
<C~~~ zw`C=
C? ~ ~
P Q~ ~
DEM LITTON AND PROPOSE PIPING PLAN O v~ ~
M PIPING FOR CLARIFIERS 1 AND 2 SCU
DATE
JULY 20'11
12>, 6" 0 1 ' 2' 3' 4' 5'
1 j2"-1 '-0" PROJECT NO~~ ~ 9~~~6
DRN. KWH CHK. LWM
DSN. DSS APP,
DRAWING N0.
po-~o~

°w
w ~
d ~ ~ W
H C9
tY
Y J = J
C? 4
~ ~
n5_~)1
Q
~j
W
NEW 4"X45' ELL, PVC "X45' ELL, PVC
i re
REMOVE EX, PUMP OVE EX, PUMP STATION AND BACKFILL o
COMPACT TO 95% S' PACT TO 95% STANDARD PROCTOR t' 0
z
CLARIFIER 3
NEW 4" PVC, -NEW 4" PVC, SCN 80 ~Qggw?
EX, 6" DIP S=5% c
FROM SCUM BEACH
(TO REMAIN) , INV, 50,41 88'f3 .i` m~ , v. ,m
f r~ a ~ a r ' e orb `"n~~
IC,:~,h
~ a ~ 6 0 ' ~s z~ V'~~SSL A
~ '
I TOP EL, 5591' EX. 1 1 /4 SCH $D ~ ~ f4t~ scl~ sa Pvc
DISCHARGE. PIPE HARGE PIPE r.
T6 BE REMOVED 3E REMOVED d- N
- - -
i~• Z ? . _
Q C7
EX, RAS WETWELL EX. 4" DIP Z W
(TO REMAIN} (TO REMAIN) J J
O ~ ~ ~
I UCi ~ CV
EX, INV, OUT 47,90' I _ ~ N
F- W tO
- - - ~ ~ ~ ~ ~
~ ~ t~ ~
+[}}rn ~
INV, IN 47,75' w~°
U~~~ NEW 4"X90' ELL, DI, RJ ~ ~ ~ 4
I I ~ W ~ ~
Q ~ rn
~ I U w
IW- ~
NEW 4~ DI FORCE MAIN p TO SLUDGE HOLDING TANK C3
SEE SHEET PCU-103 r
i r-
EX. 4" DIP
~ ~ ~ W
NEW CONCRETE SLAB FOR REMOVE EX. t -1,14" PVC PIPE E" L.v
NEW SCUM PUMP TO SLUDGE TANKS
SEET SHEEP PD-601 NEW 4` DIA, WETWELL ?w ~ ~z
~ 4~
c~~w~ ~aQ.
W~~U ~4
v °-a~ ~z
Q~z~ ~nQ zw~~ wo
~ ~ +m ~ r
0 NEW M PUMP STATItJN ~ ~Q o
scu w
II P N M LITI NAND PR Pty ED P P N LA DE a c`j ~ w
E- a
DATE
JULY 20111
12" 6" Q 1 , 2' 3' 4' 5'
1 f 2"=1 PROJECT NO.

DRN. EBS CNK. LWM
DSN. DSS APP,
DRAWING NO,
~d-~7p~

H W
~ W
4-1 /2" DIAL FACE 2 C?
PRESSURE GAGE
J = Q
FINISHED CLEAN OUT U 2+r
TOP FLUSH WITH GRADE ' GRADE ~ ~ IL' 0
CAST IRON OR BRONZE DIAPHRAGM SEAL d
CLEAN-OUT PLUG
rl =rf ~r/. r r~~. rf.-r/,~ ~I.-ffj~ fl . r rl /r=~/.= rf /!/!/l/r~r// jr~r//~~r/r/r/rfrf ~r~r~rr,,r~rlr~rr,.rJr~ir~~r/ WHERE DWGS INDICATE A rrr
PRESSURE SWITCH, MOUNT
W/GAGE ON TEE CONNEC-
TION AND PROVIDE 316 SST Z Q
PULSATION DAMPENERS ON
BOTH UNITS
SIDE MOUNTED
I SEE NOTES 1, ~ o
1 /2 BALL VALUE, SST 2, & 3
(1/2V320}
PROCESS PIPE 1/2 NPT a 0
0
PVC PIPE z
1 PIECE OF PIPE -
~ ~ a~ a ~eg~a
f v~ n
TOP MOUNTED 1 I ~ s ''a
NOTES; TYP ~ ALL ~ ~
Ct]RNERS
1. FOR STL, GALV & PVC 2-1/2° 8t SMALLER USE A BUSHING IN A TEE AND RETURNS ~~~~`~"~~,;°~~9w u , :;,,~~~w
2. FOR DI & FRP ALL SIZES, USE PIPE SADDLE W/BUSHING 1 1/2 ALUMINUM t
3. FOR STL & SST PIPES 3° & LARGER, & PRESSURE VESSELS, CONTINUOUS TOP RAIL
USE THRED-O-LET AS SHOWN rr-
4. PROVIDE SNUBBER FOR POSITIVE DISPLACEMENT PUMP INSTALLATIONS 0
5. SST =TYPE 316 SST 1/4 BEND cv
FLUSH SURFACE ~ z
1'- ~1_,~» TEE FITTINGS Z
CONTINUOUS = POST Q C~
~ W
/ P d ~ 1. a ~ i J
CC ~ ~ N
f 1 SCAIF: E SCALE. i CONTINUOUS KICKPLATE U ~`n.. rn m
DISCONTINUOUS MIDRAIL, ~ 4" iNIDE MIN, EXTRUDED 1 1/~" ALUMINUM H W ~ ~
1 N ALUMINUM ~C F- b.
0 ~ ~ z
~ z ~ o0 cu
" WALKING SURFACE p ~ ~ ~
- c~ * ~ EL SEE PLAN w t>` ca J
~ ~ W d' Ca
NOTES;
STRI 1 TYP 1, PROVIDE HALF ROUND RIGID STRUCTURAL CLOSURE STRUCTURAL ~ w ~ Q
o INSULATION & INSULATION MEMBER CAP 5'-t1" ~1AX Pt7ST SPACING MEMBER Q ~ ~
n o ~ PROTECTION SHIELD SIMILAR U W H
BOLT HOLES TO TO ANVIL FIG,167 OR SIDE MOUNTED SURFACE MOUNTED ~
~ ~ COOPER B-LINE 83151 WHEN MATCH FLANGE ~
_ ~ a PIPING IS INSULATED. TYPE 37 PIPE PIPE NOM DIA 4 $ L 6x6x1/2 ~
~ SUPPORT PIPE NOM DIA 10-14 L 8x6x1/2 2, PROVIDE NEOPRENE WAFFLE
D PIPE NOM DIA 16-24 L 10x6x1/2 ISOLATION PAD SIMILAR TO w } BRACKETS--~'"~~ ~
ROUND ALL SHARP PER MFR j °
ti EDGES TYP MASON TYPE "W" OR TYPE 38 ADJUSTABLE SHANK TO FIT INTO 120 MIN KORFUND KORPAD 40, PIPE SUPPORT
D SIZE SCHED 40 USE SAME COATING UNDER SUPPORT FOOT WHEN
STEEL PIPE SYSTEM AS PIPING WELD PIPING IS TO BE ISOLATED ) SST ADHESIVE
" OR FIRST SUPPORT 6 PIPE FLANGE o A STD PIPE FLANGE ANCHOR OR SST
ADJACENT TO MECHANICAL v, a BOLT ~
FOR PIPE> 14" EQUIPMENT, w ATTACHED TO CONC OR ~ MASONRY W/4 SST STUD
a • I° . . • ~ , ~ TYPE WEDGE ANCHORS
3, FOR BASE, HEIGHT, & C/L-SEE DWGS FLANGE DIMENSIONS, SEE T 1 MIN. 3 MAX I- W
ABLE TO RIGHT. C SIDE MOUNTED SURFACE MOUNTED ~ W ~
NON-SHRINK GROUT
PIPE P P P- 2.5 MIN 4, TY ES ER MSS S 69
PIPE E CENTERLINE to ~
SIZE A B C D 6,~ OF RAIL ~C Z -z------ ------7- SPLICE SLEEVE ~ W ~ ~
~ 2-1/2 2-1/2 3-1/2 9 1-1/2 8 13 * M
GALVANIZE AFTER w WELD AFTER FABRICATION 3 2-1/2 3-3/4 9 1-t/2 8-1/4 13-1/4 FABRICATION ~
3-1/2 2-1/2 4 9 1-1/2 $-1/2 13-1/2
Q w 4 STD WT GALV PIPE 4 3 4-1/4 9 2-1/2 9-1/4 14 SST SCREW FIELD DRILL ~ ~ ~ ~W
_ ~ PAINT TO MATCH PIPING) 5 3 4-7 8 9 2-1 2 t0 14-3 4 ~ / / t AS REQ,D ~ ~ LL C]
1 MIN, 3 MAX c~ x WELD 5-i 2 9 2-t 2 1 -i 2 i5-1 4 z Q s 3 ! i o! /
NON-SHRINK w ~ ~ 8 3 6-7/8 9 2-1/2 11-3/4 t6 1 j2 GROUT PL 1/2x8x8 RAIL SPLICE DETAIL ~ ~ ~
ROUND PTS 1 4" RAD 1a 3 8-1/2 9 2-i/2 13-1/2 18-1/4 / Q ~ ~ ~
12 3 9-15/16 9 2-t/2 15 19-3/4 ~ W ~ ~
4-3/4"DIAx 1'-0"LONG „ 14 4 10-15/16 11 3 16-1 j4 24-3/4 J ~ OC ,
W/3 LONG HOOK P 16 4 12-3/S 11 3 17-3/4 22-1/4 HAP HANDRAIL NOTES Q, <C m
TY E 316 SST 18 6 13-7/9 13-1/2 3-1/2 19-ii2 24 AB W/LEVELING Q W
NUTS. FOR EXISTING 20 6 15-3/8 13-1/2 3-1/2 21 25-1/2 ~ ALL HANDRAIL, KICKPLATES, AND ACCESSORIES SHALL BE ALUMINUM, PER SPECIFICATIONS. U ~
4- 4"DIA - - SLAB 3/ 24 6 11-15/16 13 1/2 4 23-3/4 26 1/4 ~
CAPSULE ANCHOR ALL RAILS AND POSTS MUST BE SIZED AND SPACED TO SATISFY OSHA AND THE ADOPTED BUILDING CODE OF THE STATE OF NORTH CAROLINA.
6 MAXIMUM RAIL SPLICE LENGTH = ~4'-O»
_ DATE

,I ~ 1i t . SCALE. 0 E . S~~ALE: I~OI~E PR©JECT Nd.
SCALE, 0 E _.w . 60196446
DRN. SMM CHK. LWM
DSN. DSS APP.
DRAWING Nd.
P-DT1

w
o w
#4012" OC 1" CLR ~
Y J _ Q C3
3 4" CHAMFER, TYP ° a 1
g" 24" PAD HE PAD HEIGHT AS~ SEE PLAN FOR SLAB
THICKNESS AND
RE DIRE( Q GROUT ALL AROUND REQUIRED 4" MIN REiNF,
NEW STANDARD _ ~ o ~ ~
FRAME AND COVER , .-..._.d..__ , , i..~ - i k.
GRADE 47.0
PHALT PAVEMENT FINISH GRADE AFTER SODDING NEW LEVELING BRICK AS #4012" OC AROUND PAD
PROVIDE 1 2" PREMOLDED JOINT OR PRECAST RINGS PERIMETER, TYP.
MATERIAL WHERE ADJACENT TO 0
PAVEMENT UNLESS OTHERWISE NEW 4' DIA, PRECAST 2~ ROUGHEN CONC TO 1 f 4" AMPLITUDE
NOTED ECCENTRIC CONE SECTION e AND MOISTEN SLAB UNDER EQUIPMENT
p p p p G D S D P D b _ - ( PAD PRIOR TO PLACING CONC.
'i~~~ = ~I ~-1 h ' ~ I- I~~i~~~=~1~ ill a
~~~I_I __a I'- ~ ~ ~ ~ NO NOTES: g9 ; C~ { g~ j yr. ~®peory ~OyS ~4~xE
;~~I1='' ~ WWF 1D GA, 6X6 4" CONCRETE NEW 4 D(A, PRECAST I.~= SEE NOTE 5 BARREL SECTION IF REQUIRED 1. FO
_.._i 2500 PSI I I I I____ ~ ~ , ~ i f 1. FOR ADDITIONAL INFORMATION SEE EQUIPMENT PAD NOTES ON Al j0-504. ~ , f ~ ~
_I I!- I--I I COMPACTED SUBGRADE ~=~I I i ~ ~ n.
I i ~ EL, 44.0' FIELD VERIFY SECTION ~ ~ ~ a a~-
WWF 10 GA, 6X6 WWF 10 GA, 6X6 ELASTIC SEALANT ~ g _ o ~ r~
w „ " ww ~"~~~~~~a~~au°°'
I~$ ~ O z SCALE: NONE
a e ~ , i ' v . .°d p. . ? . p, ti
p•~?,~b,~P, p, b,~p, l17 ~a' '~e' ''6' '0° "b+
w w ~ ti N
~ ~ EXP JT FILLER MFG. Z-STRIP Z EXISTING 4-FOOT DIA. WETWELL ~ Z
CONTRACTION JOINT EXPANSION JOINT
Q
~ W
36' MAXIMUM BETWEEN EXPANSION JOINTS t"-~"~-~w`-" - J ~
EXPANSION JOINT ~ ~ ~ ~ e~e~~
~ ~ M ~ ~ ~ ~
EX, 12 SEWER
~ INV, IN 41.71' o EX. $ SEWER ND NOTES: ~tW_-`~~
~ INV. IN 37.71' w .~---'Q 3 p=~Z
w ~ v ~ 1, 1, THE MINIMUM PAD SIZE SHALL BE AS INDICATED OR AS ~ ~ ~
n DETERMINED BY THE EQUIPMENT MANUFACTURER, p > Q, ~
" ~ ~ ~ 12„ NEW 12 DIP , , DUMMY GROOVE a . ' . THE SIZE, NUMBER, TYPE, LOCATION AND THE THREAD PROJECTION OF THE w ~ ~
N INV. OUT 40.00 PLA CONTRACTION JOINTS ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER. ~ ~ ~
HOLD CONCRETE ANCHOR BOLTS IN POSITION WITH A TEMPLATE WHILE PAD ~ w ~'r ~
NEW CONCRETE IS BEING PLACED. ~ z ""a?,' Q
INVERTS NOTES; w rn
FILL VOID WITH BOTTOM EL, 29.29' 3. 3. USE PIPE SLEEVES TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEMENT OF ~ w rn
1 ~ ALL EXPANSION JOINTS TO BE Z-STRIP AND TO HAVE ELASTOMERIC SEALANT 1 /2" IN ALL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES ~ E-
" XPANSION JOINTS WHERE SIDEWALK ABUTS STRUCTURES OR OTHER COMPACTED SAND 2, PROVIDE 1/2 E SIDEWALKS. THE BOLT DIAMETER, SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT =
3. MINIMUM SIDEWALK WIDTH IS 5 FEET UNLESS OTHERWISE NOTED, AFTER EQUIPMENT IS INSTALLED.
4, SLOPE 2'~ AWAY WHERE SIDEWALK ABUTS STRUCTURES, H ~
5. PLACE WWF AT UPPER THIRD OF TOTAL CONCRETE THICKNESS AND COMPLETELY 4. 4. PIPE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER AND p U
BELOW GONTRAGTION JOINT, A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN THE ANCHOR BOLT r
6, MINIMUM SIDEWALK CONCRETE THICKNESS IS 4-INCHES UNLESS OTHERWISE NOTED, 7, WWF SHALL BE INSTALLED TO PROVIDE CONTINUOUS REINFORCEMENT ACROSS DIAMETER. °
GONTRAGTION JOINT. AT ENGINEERS DIREGTION, GUT EVERY OTHER REINFORGING WIRE _
AT CONTRACTION JOINT. ~ ® ~ ~ 5. 5 EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS NOTED OTHERWISE
j ON THE PLANS.
SCALE: NONE PT-O05''~,
PROVIDE WEDGES OR SHIMS TO SUPPORT THE BASE WHILE THE NON-SHRINK ~ ~
6. GROUT IS PLACED. TEMPORARY LEVELING NUTS SHALL BE BACKED OFF. THE LJ.) ~
WEDGES OR SHIMS THAT REMAIN IN PLACE SHALL NOT BE EXPOSED TO VIEW. I- LU

W ~
E• NONE PD-3O1 PD-3O2 SCAL , ,
Q ~
U) ~
~ ~ ~

~ Z
O ~ ~ v a

Z W ~ ~
J ~ ~
~ m
Q W
U ~
H
DATE
Au~us-rzo~~
PROJECT N0.
~o~ ~~~as
DRN. XXX CHK. ~WM
DSN. DSS APP.
DRAWING N0.
P-~T2

TOP EL 59.0' ~ w
5AW CUT AND REPLACE EX, CONCRETE 18" DIA.x6" ~ ~
SEE NOTE N0,1 Gt?NCRETE PAD AROUND BOX ~
SEE PIPE PENETRATION DETAIL 4, THIS SHEET, ~ J
TYPICAL FOR EACH PENETRATION, GRADE a
€
„ 4" EXISTING CONCRETE
11'_0" 12 12
„ 13'-O" NEW 8 DIP FROM INFLUENT SPLITTER BOX
INV. 53,25'
vs z 0
COMPACT SUBGRADE TO 98~ STANDARD
PROCTOR
BOTTOM EL, 44,0' x
ca rr }
30'-0" a 0
c~
PLUG VALVE ~
W/BOX
TEEjELL ~~~~®~Q~,r
n r ~ d ©a4j~ owa Yy'~,~°~a
NOTES; ~ ~ ~ q 6o
-iJ ~ ~ + ~ C~ O ~
1, COMPACT AROUND PIPE AND UNDERNEATH SLAB TO 9$% STANDARD ~ pp ~ ~ ~ ~ ~ ~ w
PROCTOR, REINFORCE NEW CONCRETE WITH 6X6 W2,9 X W2,9 m f~1U17C) °~r _ w _ ~ I/ o® .4®.}~. , ~ Aar n•3` m
WELDED WIRE MESH. >y SCALE; 1 /4 =1 -0 PCU-102 pry w~, ! F ~ } ?s
i~a.:: ~ F~~B$OBddkBd@4~~~a~
(2) 3j4" ~ ss THREADED ~
ROD RESTRAINTS ~
t~- N
~ ~ Z
4" PLUG VALVE, DI, FLG 4" PLUG VALVE, DI, FLG
LEVER OPERATED LEVER OPERATED
PIPE SUPPORT BOLTED TO EX, 4~" TANK FLANGE,
PIPE SUPPORT SEE DETAIL 2, SHEET P-DT1 SCALE: NONE ¢ ~ ~
4"x4" TEE, DI, (TYP BOTH TANKS) b- '.n o
4"x90" ELL, DI FLG ~ ~ ~
FLG 4"x90' ELL DI C) ~ ~ z°
FLG z ~n ~ ~ w ~ ~
4" DIP 4° DIP
TOP EL. 63.2' ± FLGxPE FLGxPE ~ ~ ~ ~
~ ~ ~ J ~,t~~Q
tW ~ Q w c„
{J` css
t~ w
z ¢
w d
~ ~
2" PIPE INSULATION WITH O
ALUMINUM JACKET HYDROPHILIC WATERSTOP BONDED ~
ALL AROUND PIPE WITH RUBBER ~
ADHESIVE
NEW 8" DIP
N EX. SLUDGE HOLDING TANK EX. SLUDGE HOLDING TANK i
M ~ ~
W Z
' , ~ -NEW 4" THICK, REINFORCED Q W
CONCRETE SLAB ~ L1J Z W
~a~~
COMPACT SI COMPACT SUBGRADE TO 98% STANDARD Q ~ ~C ~
PROCTOR PROCTOR ~ ~ ~ ~
.W(~ J
L~LJ ~ C.1 . Q
~ z ~ ~ w
o~~_ r~
~~-f=1~
Q ~ ~ Z
Z W ¢ ~
~ ~ \ ®g - ~ ~ - _I
/r, r 1, li, ~ . _ _ Ott ~ m
Sc SCALE: 1 ~ ,-0" PCU-102 , ` Q ~
t~ ~
4"X90' ELL MJ WITH r
RESTRAINT GLAND
DATE
AUGUST 2011
O 8' PROJECT N0.

12" 6" O 1' 2' 3' q.' DRN. EBS CHK. LWM
1 j2"=1 `-0" DSN. DSS APP.
A 1 '~=1 PCU-103 SC LE, /2 0 DRAWING N0.
P-DT3

a
o ~ w
16'-O" -~I-~ 8'-0° MAX, (TYP,~ I
I CORNER EXTEN510N ~ ~--EXTENSION 3 STRANDS BARB ARM 30" TYPE I ~ c3
1 ARM (3O TYPE) 1 -0 TYP,) WIRE (TYP.} ti ( r
Y J = Q U
d W
CORNER POST Q
~ ~ TOP RAIL 1,66 0,0, MIN. SIGN ,r`~~
f ~ HINGE POST 2.5" SF9,5A SURFACE COURSE----t 3" 119.08 INTERMEDIATE COURSE r
~~-SEE SPECIFICATIONS ~ ' LINE POST- RA BAR !`I FOR SIZES, TYPES, LATCH \ '"--TIE WIRES AT ~ B CE i{ 5" B 25.08 BASE COURSE x~ tt
j ETC, OF MEMBERS j WITH ~ 2' INTERVALS I
PADLOCK ~ ~ EXISTING PAVING ' ~ ~ ~
a I ~ ~ _ -
- _ ~
,r- TURNBUCKLE
I TENSION WIRE-, (TYP,} ---1 MOUNDED I -
CONC, TOP ~ ~ ! } CUT PAVING HERE FOR TRENCH ~
_J I CROSS ~--FINISHED GRADE
FITTING ' I l
. -----CENTER STOP SAW-CUT PAVING HERE ~ _ _ Q
4 ~ ~ . / ~ FOR REPAVING ~
z
ti---BALL ANO SocKET ~1 i a I ,,v,%ti) , : ~;~,r,,,~l. /,~'1 ~1 L I~ ~1 I° ~ 1'-O" ~ PIPE # 1,-0„
" TYPE HINGE (TYP) e I ' I I,, ~ L .e I I ~ ~ ~ J MAX. ; DIA, MAX.
~ I~~~ ~,ti.1 ~;I I~~~ I ~,I ~ I I~ ~I .I l: I MIN. TYP, v. I I 3000 PSI I I WOVEN FENCE FABRIC ~ ~ ( } 1 ~~vg4 4~Q8pP.~~ ~
y u I CONCRETE - - MIN U 2 CHAIN LINE ~I ,U - _ ~ ma ~ f`} .°~~p
(TYP,~ PATTERN I ~ I i i t rl i~/ tl MIN, ~ ~ / f. ,.tr/f'~ ~ ~ ' .'?~a it ~4 "Y,",,r~u
F 4
- - 8~, MIN, g+~ MIN, - 8,~ MIN, - g„ (TYP.) MIN,- ~ I ~ r' ~ t ~ 06 6~
DO B E SWING ~ PULL POST LINE POST CORNER POST I ' PIPE DIAMETER ~ ~ j~p g~
` f , : '/f , r~ f' LESS THAN 14 12 is/ a,~c.~a'~~a~~c::~ ~ , 14" TO 36" 18" o a n ~
S„ MIN. , MORE THAN 36" 24~" g~~a~ m~°~~
HOT DIP GALVANIZING STEEL PLATE BOLTED
TO FENCE, BLACK PAINTED LETTERWG, L
#67 STONE FOR SEWER OR a
n n F MERGENCY RAIN LINK FENCE -DETAIL 1 IN CASE 0 E C #5 STONE FOR WATER AND FORCE MAIN ~
CALL NTS - DT4 tv
~r i~ ~ Z ~
STATE RC.~AD REPAIR DETAIL 2 _ _
SIGN NTS - DT4 Z
_ W J ~
~ ~ ~
U ~ ~ o
3/4" YARD HYDRANT H ~ ~
EXPOSED HEAD, NON-FREEZE ©~~z
ZURN 21395 OR EQUAL su ~ tli ~ ~
SHEET & BRACE TRENCH - C~ c~ cu
W °
AS REQUIRED BY ~ ~ >t>rcflQ
EXIST, SOIL CONDITIONS
I o BACKFILL IN 6" LAYERS - X PIPE X ~ ~ W
CONCRETE---~ 1~, S & COMPACT TO 98% STANDARD W o,
MAX. DIA, MAX, PAD - , DENSITY WITHIN ROAD ` i I FINISHED GRADE ¢v~
,y~~~. < - F- FORCE MAIN , ~ %~,y,!~w°.~`n~~%~%~- RIGHT 0 WAYS OR OTHERWISE MAIN ~ ~
C 90% STANDARD DENSITY t Z ~ '
~ ~ Z ~ ~ DRAIN PORT ~ ~ o ROUND CONCRETE TOP AS DETERMINED BY , SEE NOTE 1 TE 1 2,5" SF9.5A SURFACE COURSE----~ ~
m 3 4" COPPER PIPE ~ / AASHTO TEST METHOD T-99 - - r,
/ ~ ~ I ,~J---- 6" CABC (100 COMPACTION) ~
J ,r- PAINT SAFETY YELLDW AS ~ r~,~ ~ o~ ~ ~ I DIRECTED BY CONTRACTING OFFICER ' ~ ~ d ~ ~ ~ J`
SEE NOTE 2 , 6~~~ ~ --------------SEE NOTE 3 iEE NOTE 3 EXISTING PAVING ~.h ~ / ~ . ~
1 CF ~57--' _ R ~v ~ ~ ~ ~ ~ ~ ° ~
WASHED STONE ` DIA STEEL PIPE - r ~i _
a ~ ~ FI W CONCRETE - LIED /
RANT NON FREEZE YARD HYD
" 11 -DT4 ° ! 1, SHAPE BOTTOM OF TRENCH TO FIT BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE. :ATH PIPE, -__.__CUT PAVING__HERE_____ ~ ~
DETAIL 3 . ~ > ° ~ BED QUARTER ON SIDES OF AND 6" BENEATH PIPE WITH # 67 STONE FOR TRENCH W ~
NTS ~ -BITUMINOUS JOINT FILLER (INCLUDE IN PRICE OF PIPE), EXCAVATE UNDER EACH BELL SUFFICIENTLY SAW-CUT PAVING HERE ~ W
„ % (CONCRETE PAVEMENT ONLY) g cg g TO PREVENT ANY LOAD ON BELL, FOR REPAVING ~ W ~
2. FOR TRENCH DEPTHS UP TO 16' WHERE ROCK OR NON-CUSHIONING MATERIAL IS ENCOUNT L IS ENCOUNTERED 1'_O" # ~ PIPE # 1'-0"
- ~ ~ s ° ~ a IN TRENCH BOTTOM, AT DIRECTION OF ENGINEERS, A CUSHION AT LEAST 8 THICK HICK ~ ~ ~ MAX. ~~DIA. MAX. (j,~ ~ Q
oao ~ ° ~°G ° r ~°9 FINI5HE0 GRADE OF ~67 OR X467 STONE FOR SEWER LINES OR #5 STONE FOR WATER AND FORCE MAIN, p ri-©p ~ FORCE MAINS
, ~ ~ ~ r OR PAVEMENT SHALL BE PLACED BETWEEN THE ROCK AND THE BOTTOM OF THE PIPE. 5EE SPECIFICATI01 SPECIFICATIONS ~ '~j ~ ~ ~
b° FOR TRENCH DEPTHS GREATER THAN 16. ~ ~ r' f ~ h f,/'i 8" MIN.
2' MIN, lO' 2' MIN. o - _-____-____.---.----~L~_.___------ I , d .az y o
i ~ ~ ~ a % Y THE ENGINEERS ~ f / ~r' % r~` ~ ~ ~
I ( 3, WHERE UNSTABLE SOIL IS ENCOUNTERED, EXCAVATE THE 501E AS DIRECTED BY THE ENGINE ~ I AND BACKFILL WITH AT LEAST OF 467 STONE. THE BACKFILL SHALL BE COMPACTED p ' /y ~ `f ~ PIPE DIAMETER ~ CJ W COMPACTED AND ~ ~ ____..fr._.-,~j, ~ ~ ~
~ ~ --CONCRETE SHAPED TO FORM A BED FOR THE PIPE. . ~'/'~,f` :F LESS THAN 14 12
~ - c , > FOUNDATION r--SLOPE SHOULDERS ~ 8 COMPACTED - P~,~°,.,
~ I" PER FT. COQUINA OR CABC ~ ~ 1 „ / I ' 1 f ~f ~ MORE THAN 36" 24" ~ ~ ~ 8 MIN. t ~ ~ ~ ' z Q ~ ,~r /~'tf /~~`'~f~~''~ /r~s~/
~ f r
SLOPE I/4' PER FT. SLOPE V4' PER FT. PIPE DIAMETER X
- ~ - NOTE: - - ~ LESS THAN 14" 12" rr;-al~~ ~ _ ~ ~ I (~-j I I~;_ i~ STEEL PIPE SHALL BE GALVANIZED (2,0 OZ. ZINC/SQ, FT.) #87 STONE FOR FORCE MAINS ~ ~ m
= I I r= i ~ i ~-1 F 3 2 INCHES 14" TO 36" 18" ~ AND HAVE A MINIMUM THICKNESS O D. 2
I \ MORE THAN 36" 24" e,~ W
~'---COMPACTED SUBGRADE NOTE; ALL NON-STATE ROADS, PARKING LOTS AND ACCESS DRIVES ~
PIPE BOLLARD ' TANDARD PROCTOR ~ - 98/. S FOR POOR SOILS A MINIMUM WHICH ARE OPEN CUT FOR THE INSTALLATION OF THE FORCE MAIN
- DT4 DETAIL 5 x= 0.6, OF PIPE/2. MUST BE REPAIRED ACCORDING TO TH15 DETAIL.
NTS n n i
BEDDING &BACKFILL DETAIL fi ~ TRENCH
C2 DT4 v E TION 4 NT5 E DRI E VELA S YPI AL GRA - ca dT4 RQAD AND PAVEMENT REPAIR DETAIL "7" ~ DATE SEPT 2011
T C 09 n - DT4 NTS - DT4
DETAIL 4 PROJECT NO.
NTS fi019~406
DRN. DAT CHK. LWM
DSN. OSS APP.
DRAWING N0.
P-DT4

STEEL FENCE POST a
w
w ~
o d ~ w
STONE FILTER
CHECK DAM INSET PROTECTION d 0 e c~
e d a ~ J _
FABRIC PROTECTED ~apoQ OUTSET STABILIZATION
DROP INSET d a a
S I L T F E N C E 1 'I
BLOCK AND GRAVE
PROTECTED
0 DROP INLET
a
CURED WOOD MATTING 1 1 1 1 I I IN CHANNELS, ROLL OUT STRIPS OF MATTING PARALLEL z
I I 1 I 1 I 1 I TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
I 1 I WA5HE6 STONE
HARDWARE CLOTH FILTER ACROSS
PIPE INLET
,~i11=I11--Ill.=Jli r ANCHOR MATTING I N
--lII-IIl--!I(=( A 6-INCH TRENCH ~ ~ 1~1 I ~ 11= ~
STEEL FENCE POST ~iL;,' 18-INCH o
N CONTROL NOTES: TION ~ EROSIO SEDIMENTA OVERLAP JOIN STRIPS BY ANCHORING ~
AND OVERLAPPING z°
1. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES
SPECIFIED THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES 1 . APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE MAT. `p~~f~r~r.
DEEMED NECESSARY BY THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION. .
2. START LAYING THE MAT FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL I T DOWN ~°n ~
2. EROSION CONTROL MEASURES AS INDICATE6 ON PLANS OR IN THE - THE GRADE. ALLOW MATTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES--DO -`t
PRIDR TO DISTURBING ANY SOIL. • ' ~ ~ ~ ~ " • SPECIFICATIONS SHALL BE INSTALLED , NDT STRETCH. ~ a 2
.CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROL DEVICES AND SHALL
REMOVE SEDIMENT FROM FENCES AS REQUIRED BY THE INSPECTOR. ANY • COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE REMOVED. ~ - ~ • 3. TO SECURE THE MAT, BURY THE UPSLDPE END IN A SLOT OR TRENCH ND LESS THAN 6 ~ l5~ :°~as~~~ I NCNES DEEP. COVER WITH SOIL . AND TAMP FIRMLY . STAPLE THE MAT EVERY 1 2 INCHES ° ,,~~;°~~~*®~®~ma°~~~~~
• , • • ~ WASHED STONE ACROSS THE TOP AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF ~~~~~~~I~~N 5~~~~`
3. CONTRACTOR SHALL SEED AND MULCH WITHIN 5 DAYS OF INITIAL ~ - R A R FILTE C OSS MAT ARE LAID SIDE BY SIDE 9 THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES ~~0®~f@OD0f84li88
DISTURBANCE AND IN NO CASE SHALL OVER 500 FEET BE LEFT UNSEEDED AND ~ , AND STAPLED TOGETHER. EACH STRIP OF MATTING SHOULD ALSO BE STAPLED DOWN THE
UNMULCHED AT ANY ONE TIME. PIPE iNLET CENTERS EVERY 3 FEET. DD NDT STRETCH THE MAT WHEN APPLYING STAPLES.
4. TO JOIN TWD STRIPS, CUT A TRENCH TD ANCHOR THE END OF THE NEW MAT. OVERLAP r`` O
. M NT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS 4 SERI E ACCEPTE6 AND STABILIZATION IS COMPLETE. THE END OF THE PREVIOUS ROLL 18 INCHES AS SHOWN, AND STAPLE EVERY 12 INCHES ~ ti
JUST BELOW THE ANCHOR SLOT. ~
A WHICH IS NOT USED FOR FILL SHALL BE REMOVED ,I 5. ANY EXCAVATED MATERI L I I
FROM THE SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. HARDWARE CLOTH 5. INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL z ~
EROSION. DISLOCATION. OR FAILURE. WHERE EROSION IS OBSERVED APPLY ADDITIONAL ¢ ~
.A u 6e CONTRACTOR SHALL MAINTAIN ALL DRAINAGE SWALES AND DITCHES LL MULCH. IF WASHOUT OCCURS. REPAIR THE SLOPE GRADE, RESEED AND REINSTALL Z MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. W
DISTURBED VEGETATION SHALL BE REPLACED IN KIND AND ALL DITCHES AND DRAINAGE STRUCTURES SHALL BE MAINTAINED AND FREE FROM SEDIMENT. J
~ ~ ~ ~ ~
7. AFTER COMPLETION OF ANY GRADING ACTIVITIES ON THE 5ITE+ VEGETATION ~ ti ~
SHALL BE ESTABLISHED ON ALL SLOPES WITHIN 21 CALENDAR DAYS OR LESS. d' tt} p
~ ~ ~ ~
8. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL NQT BE REMOVED DETAILS F(~R STABILI~I~JG CHANCELS
FROM THE SITE BEFORE THE SITE IS INSPECTED BY THE NCDENR-LAND TO CONTROL SEDIMENTATION DURING CONSTRUCTION QUALITY SECTION.
WITH CURLED WCJDD MATTING ~
~irr~ - ~ w~~~,
IP JM 1, U~~~
>w,~.fJ
z ~ w
R TION SEQUENCE CONST UC w rn aC
~ ~
c~ w
1. THE CONTRACTOR SHALL NOTIFY THE LAND QUALITY SECTION WHEN 5'-0" METAL STAKE DRIVEN Z'-0" INTO GROUND. z ~ ~
CONSTRUCTION IS TO BEGIN. MAXIMUM SPACING OF STAKES 8'-O" O.C. w c~
F- ~
2. UPON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS ~ ~
IMMEDIATELY WITH GRAVEL AND TEMPORARY VEGETATION.
P RARY SECURE FABRIC TO STAKES AND WIRE MESH WITH
3. AFTER CONSTRUCTION SITE IS ACCES5ED+ INSTALL TEM 0 40 ~ , ~
SEDIMENTATION ANO EROSION CONTROL MEASURES NECESSARY. INCORPORATE PLASTIC OR WIRE TIES AND MAINTAIN. INTERIM MEASURES AS DIRECTED BY THE ENGINEER AND AS RE(7U[REO BY ~ d Q © O
THE PLANS TO MINIMIZE SEDIMENTATION AND EROSION AS CONSTRUCTION STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2`-0" Y`~ V d°44 °4° J~ o p Aa QdO Q.o o ~tr~~Ann a4 OO ~
PROGRESSES. OF FABRIC ABOVE GROUND.
o Q4n 4 ~a° pabc nnan p tl ooU tr o {l blt n'4 GO°O°d On°°O °'°>o°
4. APPLY TEMPORARY OR PERMANENT STABILZATION MEASURES IMMEDIATELY ON dq eo~000-0O dOd c~OdP pa~40~' ebb°°°`9a~4tl4 ao d, ae° a ypotr Q°pa o 11 1 n ~ 4 " O ~ ¦ ¦
BACK WITH NOG WIRE OR OTHER APPROVED ALL DISTURBED AREAS WHERE WORK I5 DELAYED OR COMPLETE. ~ e° ° da c©° pOatr dn~ae a a on v U `o~~o pn Qtr~b4 ° ~ ,559
WIRE MESH. o O°° da~a©°~v o° Q°~b°oo°a Q G p~d de ~O°tla~ 6q°~on~ qao c
5. AT GRADING COMPLETION, STABILIZE ALL GROUND COVER, INCLUDING d° ° dpOOa°~ S7° bv+~'Qep ° ~ W ~ w 6 a ~Q° da~oe~~dopob
BORROW AND SPOIL AREAS, AND INSTALL PERMANENT SEDIMENTATION AND
EROSION CONTROL STRUCTURES SUCH AS CONCRETE LINE DITCHES, ETC. EXCAVATE 4"W x 8" D TRENCH AS SHOWN 2-3 I NCNES COARSE AGGREGATE ¢ a4°d~Qa°°° 4 ~ O ~ ~ Z (7
FIN. GRADE G-INCHES THICK 2~ ~ ~ ~ ~ ~ ~
6. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS
DIVERSION DITCHES, SEDIMENT TRAPS AND SILT FENCES.
7. MAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED WZ~~ Q~
N EROSION CONTROLd ! ! B TO ENSURE PERMANENT SEDIMENTATION A D 1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE DF EACH ~ W ~
CONSTRUCTION ROAD ENTRANCE TD STATE ROAD, 2-3 INCH COARSE ~ ~ ~ ~ ~ ~
6IRECTION OF RUNOFF FLOW I 1 AGGREGATE SHALL BE USED. PAD SHALL BE 50 FEET LONG BY ~ ~ ~
20 FEET WIDE BY 6 INCHES DEEP MINIMUM. W
2. PROVIDE TURNING RADIUS SUFFICIENT TD ACCOMODATE LARGE ~ W ~ ~ ~ C)
BURY TOE OF FABRIC iN GROUND A MINIMUM OF 8 I I ~ tTANDUMl TRUCKS. J ~ ~
3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY Q I- L~1 W
BY ALL CONSTRUCT TON VEHICLES. W
4. CONTRACTOR SHALL MAINTAIN "TIRE SCRUBBERS" IN CONDITION ~ ~
NQTES:
1. SEDIMENT SHALL BE REMOVED FROM DITCH AND FENCE REPAIRED AFTER EACH RAINFALL. SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS ~
2. SILT FENCES SHALL NOT BE REMOVED UNTIL ALL OF THE DISTURBED AREAS HAVE BEEN AND MUD IS PREVENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS
STABILIZE6. "TIRE SCRUBBERS" PERIODICALLY AS NEEDED.
3. BACKFILL 4"X8" TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC. CONTRACTOR 5. LOCATE TEMPORARY "TIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION
SHALL COMPACT BACKFILL. ROADWAYS WHERE THEY CROSS STATE ROADS. DATE
6. REMOVE TEMPORARY ENTRANCE/EXIT AFTER AREA HAS BEEN STABILIZED. AUGUST 2011
PR©JECT N0,
TEMP(JRARY GRAi/E~ CCINSTRUCT I (~N ENTRANCE/EXIT ~o~9s~.o6
DRN. KWH CHK. LWM
NTS CTIRE SCRUBBER}
DSN. DSS APP.
DRAWING N0.
P-S E 1

a
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A, A
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'n`.~ . ~,a~o ~ -~a~ae
~yf~,~°l~ ~ ~F n~~~
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m
~~+~~~i m 6"GRAVEL FILTER ~ ~ ~ ~ ~ ~
OR FILTER FABRIC ~ °4~
SECTI~JI~I A-A ~~~~°~'~~~~~~~s~~~~~~~
~~a$~o~•e a ~s~~&~m
NOTES:
1. L,q IS THE LENGTH OF THE RIPRAP APRON. C
2. THE DOWNSTREAM WIDTH OF THE APRON SHALL CONFORM TO THE REQUIRED DIMENSIONS. N
3. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND ~ ~ SOIL FOUNDATION.
4. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF fi" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS ~ ~
LESS. J J
~ ~ ~
N u-i ~
REQUIRED +C~UTLET PRC~TEDTIC~?N DIMEf'~SICJ~IS _ H W cC> W
ID. # Do (in.) Lq (ft.) W (ft.) d (in.) RIP-RAP CLASS ~ ~ ~
OS #3 18 8 9 12 A ~ t!3 , ~ W W ~ ~
OS #4 15 9 5 '12 A ~ i" ~ ~U
W ~ ~ .1
_ CV t, ~
> W C~ d'
4 ~ ~ ~ Q W ~
Q ~ ~ W
4UTL.ET ST~BILI~ATI{JN =
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DATE
SENT 2x11
PROJECT N0.
6019640fi
DRN. JMS CHK. LWM
DSN. DSS APP.
DRAWING NO.
P-SE2

GENERAL STRUCTUF~4L NOTES a w
w ~
GENERAL 5. CONCRETE: 2. ALUMINUM:
1. THE GENERAL STRUCTURAL NOTES AND STANDARD STRUCTURAL DETAILS A. ALL LOCATIONS EXCEPT WHERE CLASS B IS SPECIFIED: A. SHAPES AND PLATES LATES ALLOY 6061-T6 OR 6053-T6 ~
APPLY TO THE ENTIRE PROJECT UNLESS SPECIFICALLY STATED OTHERWISE. CLASS A f'c=4500 PSI
3. WELD STRUCTURAL STEEL WITH STEEL WITH E70 ELECTRODES 1N ACCORDANCE WITH
DESIGN CRITERIA B. TANK FILLETS, FENCE POST PIERS, INTERIOR EQUIPMENT BASES: A.W.S. REQUIREMENTS. SITS. cs a
1. DESIGN AND CONSTRUCT W CONFORMANCE WITH THE INTERNATIONAL CLASS B f'c=3000 PSI
BUILDING CODE, 2006 EDITION, ACI 350-06 & ACI 350.3-06, ACI 318-08, 4. PROTECT ALUMINUM SURFACES q SURFACES IN CONTACT WITH OTHER MATERIALS IN ~ a ~
AND ASCE 7-05. C. WORKWG MATS, THRUST BLOCKS, UNREINfORCED ENCASEMENT: ACCORDANCE WITH THE SPECI CLASS D f'c=2500 P51 THE SPECIFICATIONS.
2. SUPERIMPOSED DESIGN LOADS: MISCELLANEOUS
A. FLOOR LIVE LOADS (OTHER THAN SUPPORTED ON FILL): D. STRUCTURAL PRECAST CONCRETE: fc=5000 PSI 1, fOR ADDITIONAL OPENINGS, AN 1. MECHANICAL/ELECTRICAL EQUIPMENT 100 PSF+EQUIPMENT ARCHITECTURAL, PROCESS, PL 6. PROVIDE WATERSTOP W CONSTRUCTION JOINTS W: 'ENINGS, ANCHORS AND EMBEDDED ITEMS SEE
ROCESS, PLUMBING, HVAC & ELECTRICAL DRAWINGS.
EXISTING CONDITIONS AND DIMENSIONS BEFORE
B. MECHANICAL EQUIPMENT: VERIFY WITH EQUIPMENT SUPPLIER. A. WALLS AND SLABS SEPARATING A DRY INTERIOR FROM EARTH OR 2. VERIFY PERTINENT EXISTING C (SEE EQUIPMENT SCHEDULES) LIQUID. STARTING CONSTRUCTION AND C. STAIRS AND WALKWAYS 100 PSF OR B. EXTERIOR WALLS OF LIQUID HOLDING TANKS FROM 1 FT. BELOW TOP
JGTION AND f OR FABRICATION,
1000 LBS CONCENTRATED OF WALLS TO 2 FT. BELOW FINISHED GRADE.
D. ROOF SNOW LOAD a
1. GROUND SNOW LOAD, Pg 10 PSF+DRIFT G LOCATIONS SHOWN ON THE DRAWINGS. a cs
2. FLAT ROOF SNOW LOAD, Pf 7J PSF 0
3. SNOW EXPOSURE FACTOR, Ce 1.0 7. UNLESS OTHERWISE NOTED, CONSTRUCTION JOINTS SHOWN ARE OPTIONAL. z
4. SNOW LOAD IMPORTANCE FACTOR, Is 1.1 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE BAR BAR BAR LAPPED SPLICE DEVELOPMENT STANDARD COMPRESSION
5. THERMAL FACTOR, Ct 1.0 APPROVED BY ENGINEER. SIZE SIZE SIZE LENGTH LENGTH HOOK LAP LENGTH `1~~`"~`u~a",v.~~
IN-POUND IN-POUND METRIC DEVELOPMENT ~,,,.~~N~ # ~ ~p~~,•,,~
E. WIND LOAD 8. LIMIT SIZE OF CONCRETE POURS. MAXIMUM LENGTH OF WALL AND SLAB mm TOP BARS OTHERS TOP BARS OTHERS LENGTH .'~'~°,i oFE~s~~~y
1, BASIC WIND SPEED, V 130 MPH, ASCE 7-05 POURS SHALL NOT EXCEED 40 FT. .Q
2. IMPORTANCE FACTOR, Iw 1.15 3 SEAL s
3. BUILDING OCCUPANCY CATEGORY III 9. BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE CLEANED 3 10 24 19 16 12 7 12 ~0~04 4 ~ :
4. WIND EXPOSURE D AND LAITANCE REMOVED AND SURFACE WETTED. STANDING WATER SHALL
4 13 32 25 16 12 10 15 u'~NGINE~._'~
5. COMPONENTS AND CLADDING: BE REMOVED. 4 ~t+~~~~ ~ MOR~~ ~0~~4+
DESIGN WIND PRESSURE 33 PSF 5 5 16 4fl 31 2fl 15 12 19 ~~~r~-~tt
10. CONSTRUCTION JOINTS IN FLOORS SHALL BE LOCATED WITHIN MIDDLE
3. SEISMIC DESIGN DATA THIRD OF SPAN. CONSTRUCTION JOINTS IN FLOORS SUPPORTED BY 6 6 19 48 37 24 18 15 23 0
A. SEISMIC USE GROUP II WALLS MAY BE LOCATED AT CENTER OF WALL WITH ENGINEER'S APPROVAL. ca
B. IMPORTANCE FACTOR, le 1.25 ~ 7 22 70 54 33 25 17 27
C. SPECTRAL RESPONSE COEFFICIENTS 11. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED A MINIMUM c.~ z
1. SDS 0.353 OF ONE-HALF WALL HEIGHT FROM CORNERS OR OTHER INTERSECTING 8
2. SDI 0.173 WALLS. HORIZONTAL JOINTS IN WALLS SHALL BE LOCATED WITHIN 8 25 8fl 62 39 3fl 19 30 Q
D. SITE CLASS D MIDDLE THIRD OF WALL HEIGHT.
E. SEISMIC DESIGN CATEGORY C 9 9 29 91 70 50 38 22 34 ~ ~
F. BASIC SEISMIC FORCE RESISTING SYSTEM: 12. CONSTRUCTION JOINTS SHALL HAVE KEYS OR ROUGHENED SURFACES. 10 ~ ~ ~
REINFORCED CONCRETE TANK W/ REINFORCED NON-SLIDING BASE WHERE ROUGHENED SURFACE IS USED, THE SURFACE SHALL HAVE AN 1fl 32 102 79 62 48 24 38 ~ ~ " ~ 4,t ~ o
G. ANALYSIS PROCEDURE: AMPLITUDE OF i/4" MIN.
EQUIVALENT LATERAL FORCE PROCEDURE 11 36 113 87 77 59 27 43 ~ ~
C~_~~ zcn°°
13. PITCH ALL FLOORS TO FLOOR DRAINS AND GUTTERS A MINIMUM OF NOTES: ~ ~ ~ ~
FOUNDATIONS 1/8"/FT, OR AS SHOWN ON THE DRAWINGS. MINIMUM THICKNESS OF
i. NET SOIL BEARING CAPACITIES (ASSUMED) 2500 PSF SLABS SHALL BE AS DIMENSIONED ON THE DRAWINGS. PITCH THE BOTTOM 1. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE w ~ ~
IS CAST IN THE MEMBER BELOW THE BAR, ~ ~ c~ ~ ~ ~
2, PLACE FOOTINGS ON NATURAL UNDISTURBED EARTH OR STRUCTURAL FILL. OF THE SLAB TO MATCH THE TOP SLOPE OF THE SLAB TO MAINTAIN THE THICKNESS NOTED. AS AN ALTERNATE, BOTTOM OF THE SLAB MAY BE POURED 2. FOR BARS SPACED LESS THAN 6 BAR DIAMETERS OC, INCREASE LENGTH BY 25~. ~ w ~
3. WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP LENGTH OF THE SMALLER w ~ « w
3. PLACE FILL SIMULTANEOUSLY ON BOTH SIDES OF FREE-STANDING LEVEL PROVIDED THAT THE MINIMUM THICKNESS IS MAINTAINED. BAR UNLESS NOTED OTHERWISE. ¢ ~ ~ `t
STRUCTURES. 14. CHAMFER EXPOSED EDGES OF CONCRETE 3/4"' UNLESS OTHERWISE NOTED. 4. DEVELOPMENT LENGTH IS MINIMUM LENGTH OF EMBEDMENT FOR STRAIGHT DOWELS ~ ~
WHERE END HOOK IS NOT SHOWN, UNLESS OTHERWISE NOTED,
4. PLACE FILL AGAINST FOUNDATION WALLS ENCLOSING INTERIOR SPACES 15. EQUIPMENT PAD AND CURB LOCATIONS, DIMENSIONS AND HEIGHTS TO BE 5. COMPRESSION LAP LENGTH FOR VERTICAL COLUMN BARS ONLY.
ONLY AFTER CONSTRUCTION SUCH AS CROSS WALLS, BEAMS OR SLABS COORDINATED BY CONTRACTOR. VERIFY WITH EQUIPMENT MANUFACTURER'S
ARE IN PLACE TO BRACE WALL AND SUCH CONSTRUCTION HAS 6. NOOKS SHALL BE ACI STANDARD UNLESS OTHERWISE NOTED. ~ a
REACHED ITS DESIGN STRENGTH. REQUIREMENTS. c~
r
C7 h-
5. TO MINIMIZE LATER4L FORCES AGAINST THE STRUCTURE DUE TO WEDGING METALS
ACTION OF THE SOIL, BEGW COMPACTION OF EACH LAYER AT THE 1. STEEL:
STRUCTURE WALL. A. STRUCTURAL STEEL: ASTM A992 B. MISCELLANEOUS STEEL: ASTM A36 + 1-~5 x 3'-O~ EF
CON R E C. ROUND STRUCTURAL TUBING & STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B
1. REINFORCING STEEL: D. SQUARE & RECTANGULAR HOLLOW STRUCTURAL SHAPES: ASTM A500, GRADE B LL
A. DEFORMED BARS ASTM A615-GRADE 60 E. BOLTED CONNECTIONS: ASTM A325 F. CAST-IN-PLACE ANCHORS (BOLTS): ASTM F1554, GRADE 36 fW- W
2. UNLESS OTHERWISE SHOWN PROVIDE COVER FOR REINFORCEMENT AS SEE NOTES ¢ ~ ~ a + W V; ~ J
FOLLOWS: H/2+LD B H/2+LD o z~ ~ J
A. CAST AGAINST
1. EARTH 3 INCHES Q~~~
2. MUD SLAB 3 INCHES
SIZE AND SPACING OF CORNER
B. EXPOSED TO EARTH, WEATHER OR WATER: REINFORCWG TO MATCH MAIN ~ L~IJ~~~ I~-~
t. SLABS: 2 INCHES HORIZONTAL REINFORCWG ~ ~ SEE NOTES 2(D+LD) ~ ~ ~ J Q
2. WALLS: 2 INCHES
3. FOOTINGS AND BASE SLAB: ~~-®S
FORMED SURFACES 2 INCHES ~-z~
TOP OF FOOTINGS AND BASE SLABS 2 INCHES RECTANGULAR t~PENING CIRCULAR OPEIVINC ~ w ~C ~ W z
~ ~
C. NOT EXPOSED TO EARTH, WEATHER OR WATER: NOTES: ~ Q ~
1. SLABS:
A. #11 BARS AND SMALLER 3/4 INCHES 1. THESE DETAILS APPLY TO ALL OPENINGS IN CONCRETE WALLS AND SLABS WHEN Q W
2. WALLS: JO' CORNER - 2 LAYERS 90' CORNER - 1 LAYER LARGEST OPENING DIMENSION IS GREATER THAN TWO TIMES SECTION THICKNESS
A. X11 BARS AND SMALLER 3/4 INCHES OR GREATER THAN REINFORCING SPACING IN THE .SECTION, UNLESS OTHERWISE
INDICATED IN THE DRAWINGS.
3. PLACE DOWELS BEFORE PLAgNG CONCRETE. 2, THE AREA OF ADDITIONAL REINFORCING REQUIRED IN EACH FACE ON EACH SIDE OF
AN OPENING SHALL EQUAL OR EXCEED ONE-HALF OF THE AREA OF THE INTERCEPTED
4. DO NOT WELD OR FIELD BEND REINFORCING BARS, EXCEPT AS APPROVED SIZE AND SPACING OF CORNER BARS IN EACH FACE, IN EACH DIRECTION, RESPECTIVELY WITH A MINIMUM OF 1-~5 DATE
BAR EACH FACE. SEPT. 2Q11
BY ENGINEER. REINFORCING TO MATCH MAIN HORIZONTAL REINFORCING
3. PLACE THE ADDED BARS IN THE SAME LAYERS AS THE WALL OR SLAB REINFORCING. PROJECT NCO.
4. LD =EMBEDMENT LENGTH, CCU ~~4,C~
T-INTERSECTION - 2 LAYERS T-INTERSECTION - 1 LAYER
I E DRN. MTB cHK. JCM
HORIZONTAL REINFORCEMENT DETAIL 1 ALL DSN. JCM APP. LMP DRAWING N0,
N~ PS-~ d1

20'-4" a
H W ~ o w
N N 1. SEE PD-502 FOR PRECAST CONCRETE BUILDING
WALL ELEVATIONS.
~ _ ~
2. SEE PROCESS DRAWINGS FOR GENERATOR PAD LOCATION.
z o W
° a
N X
~ ~ N
~ ~ c~
~ HOUSEKEEKING PAD, ~ z o
~ SEE DETAIL 2 ~
0 j fIN. FL I ~
~ 48.00 ~ ~ N c_?
EQUIPMENT FACE ROUGHEN SURFACE AND
P~~ FIN. FL. PRECAST WALL ~ ~ SEE PIAN PANEL CONNECTION 4* 4" PRECAST WALL ~ APPLY BONDING AGENT a
PANEL 1" CHAMFER MIN. ~
~ HOUSEKEEKWG PAD, I P SEE DETAIL 2 I & EMBEDMENT BY 2~~ 2„ #3 C~ 12" EACH WAY
~ PRECAST MANUF. ~ 1 „ CHAMFER ~,`~t~~.~~aR~ txto i
L-- N " ~ ~FI L ~ N FIN. GRADE fi ~ a ,s`~4~". F° ~j~L~'~. ~ci- ~ ~a .nnwj~~ ~ $l ~ r ,Q
d a ~ a ~ ~ ~ (~SEyA~L s
~:\//y~\i\ L %;%~,,i~'`':~`•;~~` - cr o P "nom d a p b " o o~ : C'
a 4 ,r ~ %r":~f i;", ~ti% f.;C~~ ~.,~~r. ~rh~i,"\%~ ~ `ii,-~i`i`~i~, j~ j ~'`I~l~"f~I ; i~; ~Ci ;w~#''~
C J CJ CJ ~~u,~i~ y~\\~!~ Ct9 ~L~I- I tl
o J o #3 @ 12n (4 SIDES)
N N ~ ~ h
NOTES: ~
~ CONCRETE SIDEWALK, ~ " ' {2}-#5 CONT. T&B 1. SEE TYPICAL SLAB-ON-GRADE DETAIL THIS SHEET, FOR SLAB ~
SEE DETAIL 4 l~~~T~~~~. 2 NOTE: ~i~: l/Y!~!G DETAILS NOT SHOWN. ~ z '
1. SEE TYPICAL SLAB-ON-GRADE z
2 AT CONTRACTOR'S OPTION, DOWELS MAY BE INSTALLED BY DRILLING ~
5'-1° PLAN DETAIL THIS SHEET, FOR SLAB 1'-0" 1'-0" AND GROUTING AFTER SLAB IS PLACED. ~ ~
~NP~ MCC BUILDING NORTH DETAILS NOT SHOWN. J
FOUNDATION PLAN 3. VERIFY FINAL E UIPMENT SIZE AND ADJUST PAD SIZE TO MAINTAIN Q ~ ~
C" MINIMUM BEYOND EQUIPMENT. "v ~ c;
SCALE: 3/8"=1'-0" ~ ~ ti
TURNED DOWN SLAB DE SCALE: 3/4"=1'-0" EVIL HSEIEI ~ TAIL
SCAEE: 3/4„=1'-0" PD-501 t3 j rn
c~
W ~ ° a
~p~cNO~ D
~ o~~n W
~ W rn ~
U W ~
= tL tY
EQUIPMENT FACE w 4-#5 ~NP'~
6" Z 1 /4" x T/4 SAWED OR TOOLED ~ ~
MIN. H5 ~ 12~ - ~ #4 ~ 12" EACH WAY JOINT, FILL WITH EPOXY FILLER p
EACH WAY, T&B ~ ~ \ v r
Q . 1`.
~ e -4 4~ d.
© 4 c1 q J
911 III ,I II ~ I II - - o io
1 ~'~~`1'~.~i.~~ i~%f.~%j/,. ~i i,:~/.. ,%~/is~~/isF/i~/a~/;:~f~r.`r.'`i!/~,';/~:~ ~ VJ
°c' J ~ ~5 ~ 12" ~ ~ N ~~i~r~,`n>~?,i>i~ri~/i,i?i,. ~ii,.% ,iTN,T,.ii~~ii~iTri~ii~i,.
CUT ALTERNATE W ~
~ L. ~ttP'~ ~ VAPOR RETARDER REINFORCING Q W
~ ~ ~ GRANULAR FILL @ JOINT ~ W ~
NOTES, I- Q ~ ~
NOTES: ~'_p" NOTE: 1. SEE TYPICAL SLAB-ON-GRADE DETAIL THIS SHEET, FOR SLAB ~ ~ Q ~ J
1. VERIFY THAT GENERATOR PAD THICKNESS IS EQUAL TO OR 1. PROVIDE CHAIRS TO SUPPORT REWFORCING AT DETAILS NOT SHOWN. ~ ~ ~ ~ tt
W ip ~
EXCEEDS MANUFACTURER'S RECOMMENDATION. SPECIFIED ELEVATION.
2, IF FORMED JOINT IS USED INSERT 1 / PREMOLDED OR W I- ~ C~
2. COORDINATE PAD SIZE WITH EQUIPMENT MANUFACTURER. METAL STRIPS WHEN CONCRETE IS PLACED, IF SAWED JOINT f1_ ~ ~ ~ ~
IS USED, SEAL JOINT. C=.', ~ ~ ~ ~
3. SEE CIVIL DRAWINGS FOR GENERATOR PAD LOCATION. tt)~~~ ~
~CZQZ O
GENERATOR EQUIPMENT PAD DETAIL TYP SLAB-ON-GRADE DETAIL I TI
NO SCALE PD-501 SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" Q 1- m
Q W
U~
12~ 6" fl 1' 2' 3' DATE
3/~-~=~'-o" SEPT. 201 ~
LEGEND
CJ =CONTROL JOINT, SEE DETAIL 5 PROJECT N0.
~ o 3' 4' s' s' 6Q 1964Q6
PJF =PREFORMED JOINT FILLER 3J8"=1'-0" DRN. MTB CHK. JCM
DSN. JCM APP. LMP
DRAWING NO.
PS-102

~N "D
w
N W 0 0 N N W w ~
~ ~ w
75'-0" 13' _O„
Y J S Q
U
1'-0°1'-0" 5'-0" 1'-0° 5'-0" 1'-0"1'-0" 1'-0" ~^y n ~~ryry ~ ' S'-Q'r 1'-O" 5'-V" 1'-~rr ~ ~
I
o o I ~ (
i ~ I ~
I ~
~ OPENING FOR ~ I
0 8" WALL SLEEVE
i (NP.) #6 ~ 12" j =
I ~
o ° ( 0
'v ~ I ~
6 (g 12" z I ~
~5 ~ 12" I
I ~~i`iiiiitliilijly~d
i ~ i ~
~ OPENWG FOR ° cL ( _ ` ~ SEAL ~ ° M (n~
~5 ~ ~Z~~ 4" WALL SLEEVE ~ 0 ( - V~~ 4 ~ a P ~ ( ~
N (NP.)
1 -O 3 -O 3 -0 3 -0 1 -O I vp ° ° !N ° • a`'t•4
o ~ 1.-0.' ~~~~~hii il~~~~
L~ a - - i #6 ~ 12" U.N,O, I -1 gll~~ct
PS-302 0 #6 ~ 12° U.N.O. -J 2 ~ P~~ I I
co I ~
I ~
o ill I ~ z
i i i iii
I ~ ~
<C I ~ w
L ~ ~
p~~o
L~ ~ 3'-6" 6'-0" 3'-6"
H W coo ~ ~
~ ~ ~ ~
z to
~ OPENWG fOR 8" WALL SLEEVE d j ~ ~
(NP.) ;
W ~ o
Ili
LOWER PLAN VIEW - INFLUENT SPLITTE~ BOX ~ UPPER PL SCALE: i/2"=1'-0" ~ SCALE: 1/2"=1'- C~
r~}} q r~~~°
r~ ~ ~
V w
Z mot,
N J
Q
N U r
13'-0" c~
~ ~ 1-
~ W ~ ~ ~
W W ~ ~
2" x 3/16" OR 2" 1-BAR ~ ~ ~ ~
t1a ~ ~ ~
SPAN SPAN ALUMINUM GRATING (NP.) cnw
GRATING NOTES: ~_w~ W~
SEE DETAIL 3,
DWG. N0. PS-302 1. SHOP DRAWINGS BASED ON FIELD DIMENSION L3x3x3/8 TO THE ENGINEER PRIOR TO FABRICATION. ~ DIMENSIONS SHALL BE SUBMITTED LU Z ~ ~ > ~
~ICATION.
SEE DETAIL 1, ~Typ,~
o DWG. N0. PS-304 2. MATERIAL FOR SUPPORTS OF GRATING SNALL Z ~ STING SHALL BE STAINLESS STEEL. ~ D ~ w
- - - 3. BAND ALL EDGES AND OPENINGS WITH 3/16 4. PROVIDE MISCELLANEOUS GRATING FASTENER SPAN SPAN I', SPAN ~ ~Z~Z WITH 3j16" x 2" BEARING BAR. ~ W ~
~ ~ ~ ~
FASTENERS AS REQUIRED. ~ ~ r17]
y 5. TYPE OF MATERIAL USED SHALL BE SHOWN 3E SHOWN ON PLANS OR AS SPECIFIED. W U ~
,P~- SEE DETAIL 1, 4~-~ ~~2~~ I 1'-9" ',I 4-~ ~~2 6. THE HORIZONTAL CLEARANCE BETWEEN THE DWG. N0. PS-302 SHALL NOT BE LESS THAN 7/4" NOR GREAT 7. ALL GRATING SECTIONS, WHEN IN PLACE, SH SIZE FOR GRATING OPENING TO TO THEIR SUPPORTS AS SPECIFIED. WEEK THE GRATING AND GRATING SUPPORTS
NOR GREATER THAN 1 j2" AND AS SPECIFIED.
PLACE, SHALL ALWAYS BE FIRMLY ANCHORED aaTE
D. SEPT. 2011
L C8x13.75 (NP.) SEE DETAIL 2, GATEOMANUFACT~U ERH(TYPI) ILAR METALS AND CONCRETE PER SPECIFICATIONS. ~/2"-~'-o" PROJECT N0,
DWG. N0. PS-302 8. PROVIDE PROTECTION FOR DISSIMILAR METAL PLAN VIEW AT TOP - INFLUENT SPLITTER BOX sa 1 ~s~.os
DRN. MTB CHK. JCM
DSN. JCM APP. LMP
DRAWING N©.
SCALE: 1/2"=1'-0" J
PS-30~

0
~ w w
z
t7
Y J
CONCRETE SIDEWALK _ a
SEE DETAIL 4, 2" x 3/16" OR 2" I-BAR, ALUMINUM 2" x 3/16" OR 2f' I-BAR, ALUMINUM Z c
\WG. N0. PS-102 GRATING WITH FRAME (NP,) 1" CHAMFER (NP.) GRATING WITH FRAME 1 CHAMFER (TYP.) o ~
TOP EL. 62.0 TOP EL. 62.0
I I
I I
P~F 4 L3x3x3/8 I I I I ~
TOW 60.0 ~ TOW 60.0
EL. 59.4 in C8x 13 J5 I I ~
I i
GRADE 59.0 I I GRADE 59.0 I I L3x3x3 8
08x13.75 ~ ~ ~ i _
0 0 (N ~ o
I I a
I I o I I ~
~ o I I ° z
~ ~6 ~ ~Z^ EL. 56.17 ~ ~ EL. 56.17 I I ~ EL. 56,17
I I - I I
$ - I I - - `,~~rrrrrrr~rAr~tl+++
~ EL. 54.83 ~ _ _ - ~ ~ EL. 54.83 ~ ~
I I ~ OF
- ~ a I I ~6 C~ 12'f ~ = ` ~ SEAL • I I '
EL. 54.0 6" PVC WATERSTOP ~ EL 54.0 I I 6" PVC WATERSTOP ~ • oo ~
~ ~
_ !»>n nrrr~ O C.'.-, P,_... P 6 ~-G%1"" P P C? P j. ~ G`ti. C,, i, P P /
y~ v-~~ _ ~G v ~ STRUCTURE BACKFILL (NP.) n~ ~ ~ ~`l~-~~~.-~ ~ t L..'~ __7 ~.1~~ ~ ~ STRUCTURE BA~KFILL (TYP.}
r•
12" #57 CRUSHED STONE 12" #57 CRUSHED STONE
cv
GEOTEXTILE FABRIC GEOTEXTILE FABRIC ~ z
_ _
ca ~ w
1'-0° 1'-0" 4'-0° 8" 4'-0'~ 1'-0" 1'-0" 1'-0" i'-0" 5'-2 12'-8" 57-~>: 5f-2ff 1 r-~n 1 r-On J J i-.,
~ ~
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W co ti
~ ~ ~
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w o ® ~~N~
SECTION - INFLUENT SPLITTER BOX SECTION
scare ~/z"=r-o" ~ scn~E ~/z°=i' w
~ ~
cv w
z
BEARING 3 8"~ A325N
~ ~ ~ BAR (TYP,) ~ GRATING BOLT (TYP.} ~
r C3
z Y
3/8"4 HILTI KWIK BOLT 3 = BEARING II II II
EXPANSION ANCHORS ~ BAR (NP.) II II II
1/4" TOOLED GRATING C2 ~~2° MIN. EMBEDMENT) A ~ z GRATING
CONCRETE RADIUS (4 REQ'D,) a '
~ ~~-W 3/s"~ A325N Q ~ ~
~ `i' II II II II II 3/8" a s I I I I a ° ~ I I I I I I BOLT
BOLT (TYP.} W W ~ ~ ~
L3x3x3/8 L4x3x3/8 ~ .c~ m
~ n ~a D ° v
0 L4x3x3/8 ~ ~ ~ © W
c - ° L3x3x3/8 ~ ova
W Q _
~ - - 3/8"4 A325N ~ W h ~ U
EMBEDMENT a ° 3/8"~ HILTI KWIK BOLT 3 ~ ° a BOLT (TYP.) EXPANSION ANCHORS 3/8"4 HILTI KWIK BOLT 3
~ @ 12" O.C. (2 1/2° MIN. ~ Q o L3x3x3/8 EXPANSION ANCHORS ~ ~ d ~ ~w
EMBEDMENT) a ~NP'~ ~ (2 1/2" MIN. EMBEDMENT)
a (NP.)
c8x ~ 3.75 SECTIt~hl B®I=3 ~ w `t ~ w
a oa ~
Q v
3/8"0 A325N ~ ~ ~ q~ W
- C8x13J5 BOLT (NP.) TIN T I ~
c o a~' A SEE PLANS SECTION A-A ~JDT TC} SCALE
a
DATE
SEPT. 20~ 1
12„ O ~ , 4,
1/2"=1'-O" PROJECT NO. 60'I 9~40~
GRATING SUPPORT DETAIL ~ GRATING SUPPORT DETAIL 2
DRN. MTB CHK. JCM
NOT TO SCALE NOT TO SCALE DSN. JCM APP, AMP
DRAWING NO,
P~'.3~~

G'3
0 C ~ W -pP ~ ~
CN o w
u~
x
,8~-9~ 16Y-~ii
Y J = J
1'-0" 1'-0" 3'-6" 1'-0" 3'-6" 1'-0" 5'-9" 1'-0" 1'-0" 1'-0° 1 -0 3 -6 1 -O 3 -6 1 -O 5 -9 1 -O
o
r__ _ -
cn
o s-"
~ iii iii ~
- I
~ OPENING FOR I
~ OPENING ~ 8" WALL SLEEVE ~6 Q 12" I
FOR 8" WALL j {TYP.) I
o a SLEEVE (NP.) - - i ~ I c.>
~ ~6 ~ 12" d. #6 Q 12" I Z
(NP.) o ~TYP•} I
I
I i,~~~?ue~ ~Uq~~~i tiny.{ ~ cCA+ jR
~ a ° o
~ ~ ~ SEAL
~ ~ OPENWG FOR ~
8" WALL SLEEVE
(NP.)
1,_D„ 1 '-6~g" 2'-11 ii 1 i_67 f !i Z'-10~ i> 3i_^~$» 1'-O" i t`
PS-304 ~ PS-304 ~ i ////LXy! .J if ( ~

I
0 0 ~
I Q~ I z w
i
o ~ I
L ~ Q~`f U~~~
L Q 0~~~+y~
,4~-9~ 1 i i _ ~ ii ~ ~ ~N ~y . 'Lif ~ ~ ,.,t,~ W~ .
v°,~Q.~
LOWER PLAN VIEW - CLARIFIER SPLITTER BOX _ 11 W°°J CIE IFIE LI ~ W ~ o
SCALE: 1 /2"=1'-0" ~ SCALE: ~ /2"-1 }-0" ~ z o w w Q
~ rn
~ w
~
0
~J C~ t~
0 r.
16'-9••
~ ~ H
~ W
Q ~ U
W > ~ ~
SPAN - 2" x 3/16" OR 2" I-BAR ~ ~ ~ ~
ALUMINUM GRATING (lYP.) ~f~Q~ it
SPAN SPAN 5~_~~' ~W W~ w~
r GRATING NOTES:
SEE DETAIL 2, w E- v ~ > i
DWG. N0. PS-304 L3x3x3/8 1. SHOP DRAWINGS BASED ON FIEL ° SEE DETAIL i, ~1YP.~ TO THE ENGINEER PRIOR TO FAB DWG. N0. PS-304 2. MATERIAL FOR SUPPORTS OF GR - - - - _ 3. BAND ALL EDGES AND OPENINGS ED ON FIELD DIMENSIONS SHALL BE SUBMITTED ~ ~ CJ ~ ~ ~
'IOR TC FABRICATION. ~ ~ ~ ~ ~ W
ARTS OF GRATING SHALL BE STAINLESS STEEL ,Q ~ ~ ~ ~
Z LLI ~ ~
OPENINGS WITH 3/16" x 2" BEARING BAR. ~ ~ ~
~ 4. PROVIDE MISCELLANEOUS GRATIN 1- - - - - - - SUS GRATING FASTENERS AS REQUIRED. ~ W
Ll~'
SED SHALL BE SHOWN ON PLANS OR AS SPECIFIED. ~ 1-
P~~ SPAN SPAN SPAN 5. TYPE OF MATERIAL USED SHALL
SEE DETAIL 1, ARANCE BETWEEN THE GRATING AND GRATING SUPPORTS
DWG. N0. PS-302 4'-0" 5'-3" 5'-6" 6. THE HORIZONTAL CLEARANCE BE SHALL NOT BE LESS THAN 1/4" THAN 1 /4" NOR GREATER THAN 1 /2" AND AS SPECIFIED.
DATE
SIZE FOR GRATING OPENWG TO 7. ALL GRATING SECTIONS, WHEN IN !S, WHEN IN PLACE, SHALL ALWAYS BE FIRMLY ANCHORED SEPT. 2Q11
BE COORDINATED WITH WEIR TO THEIR SUPPORTS AS SPECIFIE AS SPECIFIED. 1Zu6ii ~ 1' 2' 3'
L C8x13J5 (NP) SEE DETAIL 2, GATE MANUFACTURER (TYP.) g PROVIDE PROTECTION FOR DISSI DWG. N0. PS-302 1/2'!=1'-(?,! PROJECT NO.
FOR DISSIMILAR METALS AND CONCRETE PER SPECIFICATIONS. ~6~0~
DRN. MTB CHK. JCM
OSN. JCM APP, LMP
PLAN VIEW ATTOP -CLARIFIER SPLITTER BOX 3 DRAWING NO,
SCALE: 1 /2"=1 0"
PS-303

D W
W ~
~ W
H S Ch
Y S J
U Q 2" x 3/16" OR 2" I-BAR, ALUMINUM ~
2" x 3/16'" OR 2" I-BAR, ALUMINUM
GRATING WITH FRAME (NP.) 1" CHAMFER (NP.) GRATING WITH FRAME 1 " CHAMFER (TYP,) o
TOP EL. 61.0 TOP EL. 61.0
i i I I I I
i i i i I I I I
GRADE 59.0 L3x3x3/8 GRADE 59.0 ii ii GRADE 59.0
I I I i ;ti I I i I . , ~
I I I I
I I i i
TOW 58.0 TOW 58.0 i i I I i i I I i I
co L____J I I I-------I I 1 I------- ------I
p I ! I 1 ~
~ ~ O ~ L3x3x3/8
i I I I (TYP.)
a, o~ I I I I °z i I I I
o ~ I I I i
~ ~ ~y~~~uue~~r~~
~ ~ I I
t i ~ I i #6 ® 12" _ _ ~ EL. 53.83 i4°,~4`;'a~ESS~~ ~.~~,'.,r
~ EL. 53.83 ~ ~ ~ EL. 53.83 / ~ EL. 53.83 ~ i ~ 1 i j~ I I - I I ~ - *R~ ~9f •
~ ~ ~i ~i I I / I ! ~ r - • SEAL
I I I I 6» PVC WATERSTOP _I 1 . ~ ~~~q~~~,~y
EL 53.0 6" PVC WATERSTOP ~ J ~ EL. 53.0
o , ` , ~ ono ~ ~ ;STRUCTURE BACKFILL - ~ STRUCTURE BAC K FI L L~~`,""~l"
~ ~ r {
r~.
12" #57 CRUSHED STONE 12" #57 CRUSHED STONE
c~
GE~JTEXTILE FABRIC ~ ~
GEOTEXTILE FABRIC
Q ~
~w
1'-0" 3'-6» 1'-0" 5'-9" 1'-0" 1'-0" p
1'-0" 1'-0" 4'-0" 1'-0" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" i'-0" ~ ~
Q
13' -0" ~ ~ a
~ w o ~ tr ~ b- ci
C)~~z
zcn°?
~ ~ ~ ~
-
w ~ o
SECTION - CLARIFIER SPLITfER gOX ~ SECTION - CLA SCALE: 1/2"=1'-0" ~ SCALE: 1/2"=1'-G" ® ' ~ CI o ~F~ O ~ W
W~,~c
~ W
0
v
w
z o~ ~
A ~ Y
BEARING IW- W
BAR (NP.)
3/8"4 A325N z B ~ GRATING » ~ w ~ ~ 3/8 ~ A325N W ua
1/4" TOOLED GRATING BOLT (NP.) ~ BOLT (TYP.) F- Z ~ Q ~
CONCRETE RADIUS ~ ~ iL Q ~ I- pG
.~C~,~~~ Gww
~ W0
~ II II II II II II
a II II II II II II W~~U
p a~ D ~~~U - ~
C ~ = p- ~ S p
~ Z ~ ~
G
4 p Z W ~ ~
EMBEDMENT L4x3x3/8 3/8"4 A325N L3x3x3/8 ~ ~
L4x3x3J8 ~ ~ ~
L3x3x3/8 BOLTS (NP.) L4x3x3/8 ~NP'~
~ ~ U ~
3/8"9 A325N BOAT SECTION A-A (Typ.)
L4x3x3/8
3/8"0 HILTI KWIK BOLT 3
EXPANSION ANCHOR DATE
(2 1/2" MIN. EMBEDMENT) ~ p, B SEPT. 2011
SECTION B-B 1~„ 6» 0 1' 4' s' 1 f 2`~=1 `-C„ PROJECT N0.
C8x 13.75 6019406
DRN. MTB CHK, JCM
GRATING SUPPORT DETAIL _~a~ GRATING SUPPORT DETAIL DSN. JCM APP. LMP
NOT TO SCALE ~ NOT TO SCALE DRAWING N©,
PS-304

_ T _
I E
t
i
ABBREVIATIONS RF1,107E HEAD FOR E1~IEROF1rCY BATIFRY uOHT J ~ o ~
O ~uNcnoN eox i I~OT~OR ~
U~IiERAL ~NOATES HORSERO~IER} .
1 ~ ~
~c ~~Nnnpo cur+~r ~ oara~~Vpn+~~nHc~ ? ~NoHa.e c=y
~ i I ~ G~ERATOR ~ ~ 4
Nc ~Id~ Mm~~1o c~ACrtv ~ ~ ~1/~a.E
e~ eea~ V~ a1~
c coNrAcra~/coNouir/cap ~ s~Na.e ~ sy~ ! THREE PHASE ~YE COM+I~E+C~101'1
CB CIRCUIT BREAKER
GCT. CCT gRW1T ~ ~ ~ ~WI'W ~
THREE PHASE [ETA ~EGT'101y ~
~T ~R~T ~ (~DUIT S1U8 ~ ~
DISC pS~ECT ~3 3-~AY S~IIICH --o (~IDUIT Mt~plr6 UP OR TG OBSERVE
~1M6 ow?*No AI~ETER SE].ECT'OR SI~IT~CFI I
E7I~I ELAPSED 71~~EIFR ~4 4~rAY 5'y~A7CH COI~Ia1~T 7URl+N6 D0~1~ OR A1NAY Fital~I ~ ~ '11~lQL'i~+IETER SELE+G'TOR S~IIT'CC~f ~ t1~8~SER' ~
OFG GROUND FAULT gR(ANT 1r7ERRUP7ER
GFP GROWN FAULT PROIECIId~ ~ ~ae~ coN~' ~iN~naN l
( ~ # o
6RD pRWNp ~~ITARY COIrTACT SYNC - ~'!7~ ~ ~
GRS GALV~NI2m RIgD S7EEL ~ ~T~IETER
{
t o ~~~ialsmr ascH~ ~P SIMrcH / Paor uaHr N caearrr oR coNouc~s ~ao~ss~s~ ~,~Ba~g
® t'~Rt~l. STATit?I~ • ~ ~ ~
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~ ~ ATV-~~~ Q "~k ~,~~qqZ ~'O3 a
KVA I4LOV~-T AMPERE uU WPLIX OROIA~DE~ RECEPTAq.E - 12oV ~ ELECTRICAL DUCT, I, F ~ ~ ~ WG ~ ~'oe°
KVAR IaAWDI.T AMPERE REACTIVE p~1 R~~p CAS COMPUTER--AUTO}-~IAl~1AL ~ ~ ~ ~p 1uI g m
t ~ CO~IPU1'ER-~IAl~UAL q,_ t„as'.~ ~~°€ac:~ f [IS -DOOR S~~IT~1 ri e ~
LCP LOCALAC01~17ROL PANEL C~ MWN~'1ED~8" ~ COUN7ER~ - 1~Y aflP.®CG4kt
E ~ DETER
~ ~uE~fER~Q PAPIFI ~ FvRyyARD-REIRRSE
~Icc ~IoroR coNmo~ c~N~t W uNo~av~ ~~AC~Fl1eN~n
M~ M ~ UNDER DIy1S01~ 18 ONE-LINE SYMBOLS HOA HAND-OFF-AUT'OS~I~ ~
HOR HIA~l3-OFF RE~OTE ~
LOS ~ LOCK-OUT-ST'~P U ~ _ pi ?
~ coNNecnd~l m enu~lr ~la~n cAse aeasr e~A~x
N~ N~ ~ATC SS~~pR INDICATES FRAME ~ ~ f ~G QP -CLOS@ W
N~ N~i~w caoE (ANs~r~-~o ~ PueaosE r~r d~l~ Trre ~ NuWI~ n~?crt~s ~ sernNo) ~i r~ RA~1c As Na~c ~n (CL - ~WCA7E3 CURRE'~IT LII~71N~ gRCIAT CCt~T BREA~ER~ OCA OAE#~-t~Lt3SfD-~AUT~t3 t3 ~ ~ ~ i c1.+aS~ST~P ~
NaT N NEUTRAL (M - INDIC117ES MOTOR gRWIT PROIECTl7R) O~-OFF ~AJI~TA~ED CONTACT ~ ti ~ ~
1~ Nod FusED OOA ("'"(OFF-All'i~p ~ w ~ ~i
PB PUSHBUTT'+f"~ ~ H '
a ova ~ • ~~NE oun.Er, ~yiru MouNr 1~ c~d~rr m~Ns~MFx ! SF _ SLA~--FASTS ~ u~' ~ as
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~ pa~NER pAl~p. I A1~D S~OLS ARE USED1 THESE CON'1~?CT ~ ~ ~ ~t3 ~
A(~ ~ i
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E~EROE?ICY BATTERY LIGHT ~ppNp 3 JULY 2011
PR©JECT N0.
t E DRN. KAP GHK. LYV1~
i i
aSN. SRS APP.
I DRAVhNG Na.
E-~Q
f ~i
i

i s
t
I
j{~ f
~ , PLAN MOTE I I'~~TE ¦ p
I 1. DISCONMECT ANA I d ON EGT ANt~ REMOVE FEEDER FROM EXISTING MAIN 9. DISCONNECT AND REMOVE 4 EXISTING DISCONNECT ~
POWER PANEL T(~ -R PANEL TC~ EXISTING EQUALIZATION BASIN SWITCHES AND CONDUIT AND WIRE BACK TO MAIN ~ ~
DISTRIBUTION PMI ~IBUTION PANEL. POWER PANEL. LOCATE NEW EQUIPMENT RACK IN ~
I SAME LOCATION. x
2. SEE o WANG E-~- D WING E-~-1a2 FOR REMOVAL NOTES, ~
i 3. SCADA YSTEM T - 4. REUSE ISTING i AERATO STARTEk 1 a, FIELD VERIFY NUMBER OF SPARE WIRES AND AVAILABLE ~ ~A YSTEM ~'ERMINATION JUNCTION BOX. CONDUITS OR SPACE IN EXISTING CONDUITS BEfyVEEN ~ ~
EXISTING SCADA JUNCTION BOX AND EXISTING MAIN 5E XISTING ~ SIGNAL WIRES FROM EXISTING POWER PANEL. PROVIDE NEW CONDUIT AND WIRE AS ~ ~
.TO STARTERS AND RECONNECT TO NEW AE OR NECESSARY FOR NEW CONTROL WIRING BETWEEN THE ~ ~
- - - - - - - - - - STARTERS TO SP JUNCTION BOX. ~ EW--W1RINt~ `FR ~ r4N1=L--AND-SHE ~Of'4BA--P~NEL...~.~
TERS TO SPARE TERMINALS IN SCADA SYSTEM m~ ;TION BOX. 11, PROVIDE NEW 480V, 3 POLE, 4a AMP CIRCUIT
r 5. DISCONNECT ANd BREAKER IN EXISTING MAIN POWER PANEL FOR POWER ~ONNECT AN[~ REMOVE EXISTING SCUM PUMP TO NEW SCUM PUMP STATION. CB SHALL MATCH MAKE,
~ STATION CONTROI~ ON CONTRO PANELS AND CONDUIT AND WIRING MODEL AND RATINGS AS EXISTING.
PANEL TO PUMP STATION. REMOVE CONDUIT AND
- =6,~~ I i IIII R~ BETNEEN C -i'` 1 ~ 'VIII I Iili~oU~MENr RACKf
'MENTERACIf~NTROL PANEL AND MAIN POWER 12. FOR DO/ORP PROBE MOUNTING REQUIREMENTS SEE DETAIL {5J
PVC POWER CONDUIT, 1-1 " PVC 1 ~aV CONDUIT, 1~ 1 Lf.
- - - t~~ i 1 ~U ~ I y~-,"~ Pvc cones ~~h~i ~ + ~ ~ ill { ~ a III~A,D ~t-1° PVC ¢ 1 l, X 1 1 ~ ~ ~ hl I I I I (I I ~~;CK~ TO HANDH~ II! ~ ~~~1~1 ~ ~ ~ ~11V1 ~Ili~ PVC COATS GRS INSTRUMENTATION CONDUIT,
~1-1 " PVC ONTROL CONDUIT FROM EQUIPMENT
~ w---------------------------~---~ I 11~ ~ I~ I ? s I III I ~.1lla_1 OV CKTS F~ ~ I ~ i ~ ~ V I I I TO ~ORTH tAGtl~ CLARI ER 3 \ 1` ~ NEW EQUIPME C~ ~ I ~ I ~ l ?I I ~ I I I IRO IDE 2~ 12~t'' aV CKTS FQR DO TRANSMITTERS, ONE CIRCUIT ~ ORTH I_AGC(}N, ONE CIRCUIT TO SOUTH LAGOON.
}~IDE 12-x- 1 X12 ~GRD fN 1" PVC CONDUIT
- ~ ~ 11 1 ~ ONE FOR N 00 q I f ~ 1 I ~ ~G~N.~PROVIq ~ III ~ NORTH e OON ONE FOR OU d001~ i I I ~ ~ I ~ I I I I MAIN PO ER Pi4hEL EQUIPMENT RACK TO EACH
~N. PROVIt~E NEW BREAKERS IN EXfSITNG MAIN ~
NEW sCUM ~ I III+ I PUMP STATION I I I I ~ 6 8 a 11 I I I I I~ I ~ {I ill I ~ I I J ~OW~R PANEL I I Jr I~{ ~ BATOR #2 MIXER ~ I I i I I I j j I j° ~ I I V$R PANEL I~' SPAES DaN'T EXIST,
~~py,~~~~ ~g988CU9H6 p8~g I
~ f'll L ~ 1 ~g~ ~e~~~~~ a"m
f~ ~ M -~-2 M-2-~-3 MERATO_'{~1 I I iii } ~ ~ ~ III I i i I I I
III IIII~~ ~ I'~Ilil ~ 1 y ~ ~ ~ ~ _ ! ~
~t~ III ~ M M M ~ I I I I I ~ ~ ~ '1 (II1 1\ ~ i I ~
t a ~ .
I ~ I. ~IIi~~~ IIlII \ ~ t2 ~ I I I x D U I
O PUMP STATION 9 ~ 4 III ~ A 0/ORP OO AE 0/(P ~ I ~ II I II I # I iIIII ~ 111 ~
E-401 f I p~? DHOLE ~ JI ~ 11 i l l! i ~ I1~~1 ~ I I~ `I I $6 DETAILS 2-1 12 2-2-2 1 ° yIR~G~'~ i DRIED ICON l7f~~ I ~ ~ ~ I \
\ C~
I I I 0 0 pRm~L~~ ~E ~ ll ~ ~ I i ~
- m I ~ 9 ~y NT ~ANb~ SMITI~R I ~ 1 I ~ _ . Y l ~ ~ 502 - . - _ _ iu~ ~ ~ V~~. EXISTING MNN °a ~ - - - - - - - HANDHOLE =~~~^L4 I~ ~ ~ ~ ~ 7 1 POWER PANEL ~ - - - - - 11 I I xi III ~
i
t tl ~ ~ ~ f
IXISTING 11 I ~ 1'f 1 ~ DO/ORP DO/ORP ~ ( (I IJr I I ~ ~ I IIi~ Iii SEE D~AWI~~
a 3 SCADA ~ ~~E I AE ~2 AE z ( i ~ ~~l 1 1 11 lllj 4 I II
~-aoX ~ ,y i i i~~ 2~-~ O 6 2~ , i iii ".g~ i iii ~ °j ~ ~ P ~ E-102 F~ f~EW ~ ~
~ ~ ~l.l ~J 1 ~ ham`' ~ C~~3
a 8 ~ I~'~~s~~~ ~ I ~ ~ I I ~ ~ t]C N ei- ci
--'~~al~°II ~ e ~ S jI171lI~ j ~ ~Iil t ~ O ~ ~ Z
EXISTING OFFlCE CONlROI BUI I ~ ~ ~ ~ ~ ~ i i ~ (I III' a ~ 111 I EXISTING LLU LLj
~ i III M M M ~ I ~EI~III 31~ z IiI I i ~ EQUALIZATION ~ > ~
I~~ i I ~ I I k ~ TOR 2 MIXER ~ I I I I I I ~II~ ~ {III ~ f~ ~ ( # AERAT #1 I I I I I BASIN ~ w tr ~
~ i -2-2-2 X1-2-2-3 M-2-2- I I C I la I I i~ I I ~ii~ i +ii E SrIN E STING EQ ALIZATI N ~ ~ c3 ~ ~ g
I~ ~I~ ~ ~ I I I ~II~III~ ~I I III I Iil e IN B SIN D~STRI UTION: PAN L ~ > w p
~ I~~~ i i 1` j Sou?u. L4GOON i j~ I I I I I I I i~ I f i i E UIPM _ I I ~{I I~ ~~~I ~ III E UIPMF~,NT CK ~ ~ ~ W
~ ~ ~ ~ ~ ~ ~ i ~ _ ~ ~ d W ~
,1 \ I k I ~Iliil~ I Illig ~ s, 1 I I 1I. 111 ~ 1 ~1 i`~,1~ `-tt--------------- ~ I I~j I!' III x i
1 V 1 1 1 ~ ----------------'J I j i I~ I I i I ~ it I i E x € ~ ~
S L U D G E S L U D G E "1 1111,E ----------------------~i~ ~ I I~ I I I I I ~ III i I I I ~ / ~
TANK TANK IIl i~ i i I ~ ~ ~ ~
~ ~ ~ i ~ i ~ " ~ iii ~ _ i iiE i k
f f

_ ~ -------W---- ~ ~ r +x i-~
~ ~
~ i~ ~ ~ Z
_x_----X-_.~ - _x- _x x~~X___ _X ~ X= - ~ _ x~- - ~ -X-~X $ `_X -T_ - - - - `X
' W ~ ~ ~
ff tNi%iPd 3~.~q.3 ~ ~ /
- - - - ""T EXISTING PUMP - - I
O UNDERGROUND
CONDUIT STATION f EXISTING fN--PLANT C~ ~ ~ ~ ~
TOP LIFT STA. 46.99 ~ PUMP STATION CONTROL
iNV iN 8" 37.43 PANEL & DISC, SWITCH Ua ~ ~ ~ ~
Boi70M i_IFT STA.
29.29 j ~ ~ d ~ ~ W ~ W w
INV IN 41.71 TERRA j
CO IlA i (J ~ m ~
~W ~
ELECTRICAL SITE PLAN NoR~ r U~ ~ ~
WASTEWATER TREAMENT PLANT I
I i f
DATE
~ JULY 2x11 2a' ~ a` a za' 40'
t 1 "=~a° PROJECT NO.
E DRN: KAP CHK. LWM
DSN. SRS APP.
i 4 DRAWING No. c
E®10~

I t
i
i
i t
i
I
I
I Y
~ j ~ ~ I ~ I ~ I 4 j j I I I I I I I / ' HgNDHO~ ~ `4+
~ ~ ~ ( ~ ~ ~ ~ 9 m Q
~ ~ ~ ~ ~ I~ I ~ X ~ ~ i I I I GROUND ROD (NP),~"'~ x SEE DETNL ~02 ~D DNERSION I~ - DIVERSfON I~'UMP ~
~ ~ I I ~ ~ i ~ I i l I I I I! 't SEE DETNL 4 ~ ~ EQUIPMENT ~ ~ I i~ I~~ ~ ~ i iili r~ ~i ~ x x x__ x~~~x x x x x x- ~ ~ ~ ~ ` ~ I i i t ~ x I ~ I I (7oW ~EE ~E~aL~.~ ~ 2 ~ - - - - - - g7 EQUIPMENT RACK
0
i ~ ~ ~ I 1 I i ~ I 1 I ~ ~ i ~ "haot e 3 ~ NeN o I 1 j I I j i ~ 1 l ~ I I V I I I r~ ~ I 1 ~ ~ ~ _ s ~ PuMPs NEW DI~RSION
PUMPS, SEE DRA~t1NG ~
~ I I ~ ~ I I A I ~ ~ I I I ~ ~ i I - • / , C_ 1 E-103 E-103 0_
1 I ~ I I~ 4 ~ I 1 I I BOND` TO I~! f I p
I I j I I ~ ~ ~ ~ ~ TOWER LEG (rrn) ~ I x I ~1, I ~ ~ ~
3
i I ~ I I~ ~ ~ ~ ~ I I I I I T j ~I 5 ~ ~
I I j I I j ~ /J i COPPER~E ~
~ ~ ~ ~ ~ I ~ ~ ~ xl ~P~ ~ ~ 1 x / 4 XIS77NG ixANS~R UMP ~ ~
~I to ~ ~ jlli ~~I~ E- I I I 111 ` QUIPAdENT ROCK, S ~ ~ PLA(~ ~C~?
~ ~ j i 'n' i 'n ~ vo i i { ~ I I I I ~ ~ RAWMG E-103 l 1~ 1. AFl"ER NEW IN-PLANT PUMP STAT#ON IS OPERATIONAL, DISCONNECT
~ ~ ~ ~ I ~ ~ O1 Il ~ (I ~ I III ~ EX. UNDERGROUND ~ ~ AND REMOVE EXISTING CONTROL PANEL AND DISCONNECT SWITCH
AND DELIVER TO OWNER.
~ f I ~ I 1 1 I I ~ I ~ I III x • ~ ( ELECTRICAL, FlELA EX. TRANSFER PUMPS \ ~ ~ ~ ( ~ ~ ~ VERIFY LOCATION SEE DR4WING E-103 i ~ ~ g®QQ~oGgb~p9~ibaaaae g,hrys~~§3i
~ 2. VAULT FOR EXISTING f=LOW METER. ROUTE NEW CABLE TO NEW f=LC~W
INDICATING TRANSMITTER IN NEW MCC BUILDING. 4~'~~ °~a~e ~a,~~d,
~ ~ ~ ~ I ~ ~ ~ ~ I i ' I ~ ~ ~ ZN~EE~WNIG~~ 01 ~ 3. IF LIGHT PALE CONFLICTS WITH CONSTRUCTION WORK, RELOCATE LIGHT ° ~ 4 ~B~a~
~ j ! ~ ~ ~ i I I ~ I j I I I tJ t i I i x f Q Ex. EQUnuzAnoN BASiN ~ FIXTURE, POLE, AND BASE. COORDINATE NEW LOCATION`WITH OWNER, o ~ Q~ ~ ,~fl
I ~ ~ ~ i i I ~ I ~I I~ i I iI ~
~ ~ I I I I I I A I V I I I I 1 I 1 AFTER NEW 1N-PLANT PUMP STATION IS OPERATfONAL, REMOVE WIRING 9~~ ,
~ 1 ~~~~~ll~ I ~II~ I III 4~ f ~ BETWEEN DISCC)NNECT SWITCH AND EQ. BASIN EQUIPMENT RACIt. ABANDQN ~ea~~a~"
I ~ I ~ I I I I ~ ~ I I I I I I S x w i ~ CQNDUIT IN PLACE, '~'~a~
~ 5. CQNNECT GROUND WIRE TO GROUND GRID ARQUND MCC BUILDING, SEE
1 I ~ I I~ I II I~~~ ! 1111 x ~ ~ DRAWING E-301. ~
i ~ I I i~ I I jElj I I I~ I ~ j
C. 1 112" PVC 480V POWER GC3NDUiT, 2" PVC CONTRC?L CONf~U1T. ~
~ j i I ~ ~ I I I I IX I~ i~ ~ N~'I EL I I ~ ~ ~ ~ ~
I ~ i I I I I I I ~ I I~ E OR I 01 S~ ~ 7 ~ ~ ~ ~
~ ~ _ I ~
I i I I I I~ i I~ I Ij I I I i ~ 502
~ ~ I I'! ~ I I~ I I x I d I .r 1X ~ x I ~ ~
~ I i~ ~ I I~ ! i I~~ ~ ~ ~ ~ ~ ~
I I `~j~i~l~ I Ili~~l ~ I I J LP -7 I C~ti~~
~ NW~~
I j~ ~ I I~ I I xl ~ I E I S IC ~ -J ~ ! ~ I I i~ I I ~ I I~ I I I ~x ~ x .
~ i ~ I I( ~ I 1 ~ J I ~ ~ ~ S DETN~ I t!) ~
~ i I i~ I [ ~ I 1 ~ NeN iN-PEA ~ I ~ ~ -1 ~ ~ UJ ~ ~
/ ~ ~ i i~ I 1 i PU P srArl N e ~ > ~ ~
~ ~ ~ ~ ~ I I i ~ I I' j I ~~jE DrtAW~NG E-t I3 i~ x ~~..~E~~ J ~~NJ
~ ~ ~ I I I I ~ ~ III I I I' I i ~ O o ~ ~clsnNG EQ. fl~~,sslN EQUIPMENT ROCK
~ ~Zaaw 1 ~ W a, aC
~ NEW IN P ) i,+ i i i i i iii i i~ ~ x P~ a or, ~
U W
~ ~ ~ I I ~ ~ ~ I I I I I IE~ I /i CO OL P EL
~ I I I~ i ~ I I I I I I I I ~ 47 ~O - - - - - - ) y f ~ I +X i 1i ~ ~ X ~ x X X x~-O~ ~ X" X -x . _ . _ - ~ ~ / ~ ~ ~ ~ AP~ROX ~ O(~4gIdN OF 1 ( I I
---------------~i A ~N~ TILI'Tr WOLE I I \ ~ f k~/
EX. FENCE ~ T
_ r ~ ~ ~ Y \ ' ~1\
~ ~ / 1 \ ~ \ \ NEWg~~~7~~y \ i i 1
f t ~ \ \ - r x--45~
/ I \ ~ ~ ~ \ \ I ~
/ x ~ ~ ~Ni& -44~-~ ~ 1. -
~ 1 ~ I 'v X- -X X-------
!'sty"""- ~ F,' .+~^r ¦
E-101 ~ ~ ~ ~ ` ~~~_J.-----~
~ I~ I % \ r ~
~ i~ , i ~ I
EXISTING IN-PLANT 46 ~ ~ ri ~ ~ ~ ~
~ PUMP STATION CON L , ~ ~ t ._...~-r
PANEL AND DISC. S TCH ~ i O j Q ~
I
U
F~-. FM FM F _ ~ Q~~Z Wa
- ~ EXISTING IN-PLANT PUMP STATION FM- FM W ~ w ~ w
_ TO BE REMOVED
i - _ , - - i ~ Q W
I
I i
PLAN DATE
~ JULY 21311
NORTH 10' 5' 0 1(?' 20' PROJECT No.
EQUALIZATION BASIN ELECTRICAL PLAN /CC]1
i
3 DRN. KAP CHK. LWM
i r t
i DSN. SRS APP. 1
DRA}MNG NO.
E-~ ~
j

I
i
i I
CLASS I DIVISION 1 GROUP D CLASS DIVISION 2 GROUP D , D
HAZARDOUS CLASSIFIED LOCATION HAZARDOU I S CLASSIFED LOCATION PLAN! I~~TE ~ .
I 1. LOCATION OF EXISTING TRANSFER PUMP EQUIPMENT
i RACK. VFD PANEL LOCATED ON NORTH WEST SIDE OF
SPLICE BOX ~ RACK, RELOCATE VFD'S AND ENCLOSURE INTO NEW cxi
SEE DETAIL ~ { { ELECTRICAL ROOM, SEE DRAWING E-301 FOR LOCATION. ~ ~
TYP. E-501 ( }
UP TO ~ 2, INSTALL TWO NEW NEMA 4X NON--FUSED DISCONNECT ~ SWITCHES FOR EXISTING TRANSFER PUMPS. CONNECT
IN-PLANT SPLICE BOX I, EXISTING CONDUIT & WIRE FROM PUMP MOTOR TO NEW
P.S. PUMP #1 ,~~._.._.-_n~~_.~.,.~_v_,~ P 1 1-1 a~ a ~ DISCONNECT SWITCH.
, ~ ~ ~
1 e ~ I. E 3. EXISTING CONTROL PANEL SHALL BE REMOVED AND
r e e I f i ~ ~ ~ DELIVERED TO OWNER. ~ z
PUMP , r ~ i ~ r r ~ < < ~ 4. MOUNT TRANSFER PUMP HOA SNITCHES HS-1-2-1 AND v
CABLE ( P,) ~ ~ ~ { 1-2-2 ON EXISTING TRANSFER PUMP EQUIPMENT RACK. ~
WE1`Vr'ELi. I I r~ I~ a ROUTE CONTROL CONDUIT T4 NEW MCC BUILDING..
~ i~ ~ r t ~ i ~ i } r c 2n PVC-GRS ~ I i
~ ? i ~ POWER CONDUIT ~ ! 5. NEW FLOW SENSOR TO REPLACE EXISTING FLOW SENSOR:
~ ee I I ' IN-PLANT I ROUTE NEW FLOW SENSOR CABLE THRU EXISTING CONDUIT TO ~ ~ EQUIPMENT RACK THEN THRU NEW CONDUIT TO RELOCATED
P,S. PUMP ~2 ~ k I 6 I I FIT-1-2-1 IN MCG BUILDING. NEW FLOW SENSOR CABLE
SHALL BE LONG ENOUGH TO RUN TO MCC BUILDING WITHOUT ~
~ ~ FLOAT ° ~'ti ~ SPLICING. ~
LSHH ~ SEE DETAIL - CABLES (TYP,) i 1
g CON ROL TO CC BUILDI G ~ 6, MOUNT LIT-1-3-1 ON EXISTING TRANSFER PUMP EQUIPMENT
1-1-31-1-31,1-31-1-3 M N CON UIT SEE D G. E-102 ' I-301 W ~ r RACK.
~ a 7. HAZARDOUS AREA EXTENDS FROM MINIMUM WATER LEVEL TO ~~an3~ ~,n3a 9u~p'Y
WEIWELL i ! 18" ABOVE TANK WALL AND 18 DOWPI TANK WALL AND 18
I P ABOVE GRADE FOR 1 fl' HORIZONTALLY. ~w~ ~ ~ ~~~F
IN-PLANT P.S. I RTH CONTROL PANEL
- - LCP-1-1 ~ 8. 1-1 " PVC-GRS CONDUIT FOR INSTRUMENTATION, 1-2" ~ ~ ~ ~ .
NEW IN PLANT P P TATI N L UM S t} UWER PLAN SEE DETAIL PVC-GRS CONDUIT FOR CONTROL WIRING.. CUT AND PATCH ~m~~ ~ EXISTING SIDEWALK. Q~& ~ ~~a~.~
_ ~ E-601 SCALE: 318 ®1-0 I p Qe
I 9. 1 " PVC-GRS CONDUIT FOR VENDOR SUPPLIED CABLE FROM ~~~c@
n s ~ r > > e i I 12'~ O 1 2 3 4 5 6 7 FE-1-3-1 T4 FIT-1-3-1 IN MCC BUILDING.
n i n G 3/8 -a NEUU IN-PLANT PUMP STATI(JN-T P P 4
Q LAN 10. 1" PVC-GRS CONDUIT FOR INSTRUMENTATION SIGNAL WIRING ~
CAL • s ~ , S E. 318 1-0 I TO MCC BUILDING SCADA PANEL. N
n n 1 ! 1 f ~ > f I 126 0 1 2 3 4 5 6 7 ~ 11. ROUTE EXISTING FLOAT SWITCH SIGNALS TO NEW SCADA ~
PANEL IN MCC BUILDING. REMOVE EXISTING WIRING AND Z
{ ABANDON CONDUIT IN PLACE, ¢
! ~ w
} ~I J
~ ~ ~ t~l ..s
I C? ti ~ M
= W ~ 1~
i i ~ Ci
i i ~ ~ ~ Z Z ~ ~ ~
O}crs ~
I U~c°~ OC cs~ ~
HANDHOLE ~ ~ ~ T4 MCG BUILDING i > W C?
SEE DWG, E-103 ---------------------------------®--~--_------1
~ NEW FLOW DIVERSION ~ s PUMP EQUIPMENT RACK E "~wd~Q
i ~ ~'S£f-f~ IL 1 I 90 I I w ~ U
+ I E-602 ~ ~ I I N P L f bJ ~T t ~ V
. I
°EXIS RANSFER I ~ p I ~
~ P P RAC I I t71 ME~dT K I I . _ ~
SEE DETAIL`~'~~5~`S I REUSE 1-~4~-1 PR I
r,,-r' ~ ~ I EXISTING _ r,,, ~ , I CONDUIT & WIRE ~,`,,r I : t, ~ - TRANSFER PUMP ~
0 SEE DETAI I I ° ~ 1 .t~ ~ ON BACK OF RACK 4 a r~ f K
6 i ~ I
`a 1 6 6 I I e ~ 4 I 1
i-301 I I 2 s I
ti I
~ ~ _ I EXISTING LIGIiI' POLE / W ~
¢ WITH CONCRETE BASE O
n
8 s_ - ~ ~ ~ ` METER w ~ ~
FLOW DIVERSION 1 SEE DETAIL PUMPS N0. 1 & 2 ~ 4,z PANEL 5~ 1- ~ ~ ~
i EXIST ~ ~ ~ P-1-4-1, 1-4-2
~ 7 TRA R i PUM 1 & 2
-30
I -I
I ~,~'M. , ~ ii TRANSFER PUMP ~ Q ~ 0.
I ;t `
~ ~ ' t r; I r c~'r; ~ = VFD PANEL z J LL - I- ~
'_"_"El I s ~ 1 1 ~,~1
SEE DETAIL ~ I ~'t--'` a 1-3-1 LSLL'~ ~ LSN ~ I ~ r, ,.-v ~i
~..L» ` ~ ...`-a yo-; 1 1-3-,1 ~ ~ LS 1--2--1 Q~~C~ w ,F ~
I.SHH 1~-2~-1 I-301 4~IH E 1 .r
1 ~ 1 11 EXISTING TRANSFER PUMP , ~ ` a 1-3-1 p
1"3-1 11 LOCATED ON PAD BEHIND ~ f ~ _ I-.. ~2 _ , 8 `s. ~ ' r'
11 EQUIPMENT RACK ~ ~ ~ LSFF~•! ~ ,.r ~a s;
Y, ~ 1 ~1 CLASS I DIVISION 2 GROUP D ~
~ HAZARDOUS CLASSIFIED LOGATIO ~ N
i
t
P EXISTING TRA , C TR.AI~~FER PUMP EQUIPMENT ~AC~C DETA[L
a~ SCALE: N.T.S. S. DATE JULY 2011
i i
NEW DiVERSI~N PUMP STATIC}N PLAN a ~ j PROJECT NO.
SCALE 1/4 -1.0
I I
DRN. CBS CHK. LWM
2' fl 8' r i j DSN. SRS APP.
n~ 1- M 1/4 1 0 E
DRAVyiNG NO.
~ E°~
{
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50 50 1;~A 1A 150p ~ Sp
So ~ 50 50 ~ ~ ~ ~ ~ 6 100AF
5 5 40AT cv
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a 1b a 1b 3 3 3 3 ~ ~ z C7
D 0 1 2 2 1 2 2 i. J J
i U U ~ ~ ~ ~
a ~ ~ ~ ~ ~ ~
Z ~ I ~ et ~ O
8 8 ~ 9 9
W X D= 1= ci C3 ~ ~ ~
8 9 w ~ C] C] C] C3
~ C7 2 C9 ~ C7 2 t7 ~ 4 ~ 4 a:
~ o0 00 ~ ~ ro ao ~ d>~ a~i ~ ~ w ~ ~
C1
r # r , > ~ ~ ~ C?
~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ i r Q N7 I'7 r ~ N) ~ 4 ~~~w
O M r~ W
r ~ ~ ,f ~ d rn
~ ~ ~ ~SCUM PUMP ~ ~ ~ ~
C~P C'NTROL PANEL _
/ 30A 60A 6tlA 3~A 60A 60A
NF NF NF NF NF NF . ~ ~
7 7 7 7 7
T
10 25 25 10 25 2 5
/ f !
~ c~ ~ ~ ~ ~
~ ~ ~N~ ~
w ~QwN ~ ~ ~ d ! aw u~ I ~ ~ ! ~ ~ .c~N ~ N ~ N N N
W QC K~ tC a: p ~ ~ O O I Lu I t~~ ( X( ~ I ~s J J t~ ~W U C~ F-~ O Zli~~ ZQ:r ZQg UIL~~~ Z~C~ ~ Z4~ W
~QSG as ~~a. ~ ~ J
wa]U© ~ 2 ~ 2 ~ ~ ~ W ? Q
WZ~nIZ ~C} l 1~'ACKAGED SYSTEM $Y W F- UMP VENDOR Q ~ ~ LL ~
F- ~ Q
UT W U` ~ Z~aZZ ' ~ ~ ~ ~ ~ ~
~»~Z {
f X t'! C'1 ~ C) wWWOU I
~~--~v ~
~ i ~ PLA OTES: W ~ ~ w ~ ~ ~ Q
i I 1. DISCONNECT AND REMOVE EXISTING FEEDER, ABANDON CONDUIT IN PLACE.
i ~w
i 2. DISCONNECT AND REMOVE EXISTING WIRING, CONDUIT, AND DISCONNECT ~ E-` ~ U) ~ ~
I P MAI DI TRIBUTI4 PA EL PARTIAL ~ E-LI E DIAGRA ~ SWITCH. ~ w ~C ~ O
1 NTS i 3. DISCONNECT AND REMOVE EXISTtNG CB AND OVERLOADS AND REPLACE WITH J ~ J
NEW 50A MCP AND OVERLOADS TO MATCH NEW AERATOR MOTOR. REUSE ~ ~ W
EXISTING STARTER. ~
i 4. DISCONNECT AND REMOVE EXISTING CONDUIT AND WIRING. PROVIDE NEW ~
CONDUIT AND WIRE BETWEEN DISTRIBUTION PANEL AND DISCONNECT SWITCH, ~
I
1 5, PROVIDE NEW MOTOR CIRCUIT PROTECTOR, SIZE 1 MOTOR STARTER, AND
OVERLOADS iN EXISTING DISTRtBUT10N PANEL FOR NEW POND MIXER.
i 6. PROVIDE NEW CIRCUIT BREAKER INSIDE EXISTING MAIN DISTRIBUTION PANEL.
j CB SHALL MATCH MAKE, MODEL, AND RATINGS OF EXISTING BREAKERS. DATE
LABEL BREAKER "SCUM PUMPS. JULY 20~ 1
i 7. VENDOR SUPPLIED CABLE, PROJECT NO.
8. COMMON POWER CONDUIT FOR NORTH POND AERATORS AND MIXER, SEE ~~'~'4~
I E-101. DRN. TSB CHK. LWM I
C 9. COMMON POWER CONDUIT FOR SOUTH POND AERATORS AND MIXER, SEE DSN, SRS APP.
I I E-101. DRAVwNG NO.
I ®241
I
I I

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1
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~ ~ 1 ~ TRAP' FILTER TRAi''` FIL?F~t ~
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eooA ATS f c~rta PANa
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a a ~ a ~ I ~ ~
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d V
Eou,4uzA7loN BASIN ONE-LINE DIAGRAM /P i
I~ LK-..•
i T
Q
i3~
i
190" (18'-10'~ li
~ W Z
~w z m
20' 20' 20' 20' 36" 20' 20' 36"
r ~ ~ ~ ~ A ~ ~ i
P~ No,~: O. a .Z- ~ ~ LLI ~ ~
~aocA~ oasnNey~~4 ~ANo ~IC~~ N~ ~io DoE Ndl Q
euaniNe. N'~u. MOUpr EN~~~ AS 01~ E-301. ate. a. W ~ ~ ~
~ ~ o~ ~
2 Doan~G vFO r/~. FaoN ~aar~Nr ~Aac Mro NaV NoN ~ /e ~ ! DID! ~ECf S'NrtRil IN SAME LAG'l10l1. O BYPASS FlL7ER V~ BYPASS FlL7ER yFD ~ =_`~IL~' w~
1--• ~ V~ ~
~~cr°~ODasnNc cdNouR r~~i ~r ~~ONN~cr s~rr~. 't~ 1 SpAS:E I
~ ~aN1~Cr AND Hd,IoHE oasnNo ~yV~ ~IAri " ~ ~ I ZW~~
~N m oas~c Eq. eASiN ~r c~ln~' 4 O~ ~ w
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~y i
oARAnpo~N coNrao~~P~r.~oolq~iims AT eEMa~lm~ ~F ~
t
s. coo~NA'r~ NaN ~c ununr Mp ~I~maNc VAS ~IsVA~ j I I
ragnoe oiark 1,~e, eASE I~ooo. r~ovro~o sr I~CC veN~. { DATE
{ JULY 20'~ 1
e. PaaNmE suave rxca~cnoN o~ y~m~ ~n srAius uarr. I PRCIJECT N0.
EQUALJZATION BASIN IuICC FRONT ELEVAl10N
I 6t~'19~4C1~ f
I DRN. TSB CHK. ~yylvl
i DSN. SRS APP.
i DRAtMNG N0. I
i I E^~~~
i

_
I
i
i {
CONTD AROUND
PROVIDE 5 EVENLY SPACED ANTENNA TOWER,
1 3
a ~
SDEUOF B~IDLDING~NG THIS GROUND TEST STATION SEE E~102 GROUND ROD (TYP) ~ SEE DETAIL ~ X4/0 BARE COPPER (TYP) I SEE DETAIL 4 i
PLAN Nt~TE ~
50 -50
f" P1jC Cfl~ C{~NJI'i'~
Q~ FRO~UTILITY - ~ j
I TRANSFORMER 2" PVC-~tS tt31~E~.1~t` TKJ PULL IJ~?CATEa 9EL~~ i1R+AIh~5~I~7F.R5.
~ P~oE ~1~~M~UAL c~tS c~t~~~rs ~ PUU. Box ~ro T~~i~ ~ ~
4 d ~a>~?N~ iN~snl~ cc~~aUnr
PULL ~ TO t.~t~P-~-'~ FDR SCC~Aid~WIRES Fl~M TIFG~~ITTERS T~
n ° Q ~ I ~ CIRI UIT ~L~~ ~ PASS FILTER ~D PASS I ~ LCP-2-1.
a a ~ MCC , o BREAKER 1_6_1 i 2" Pis tx)A!C c~4eLE aurr,
a . a d _ ° d ~-~r a ~ ~ 3 ~ EQ. BASIN LEVEL 4 ~ ~ T~IrInTE~S rc~u,.~r, {31~E ABt~VE THE nTHER T+~ ao1~s ~Au.
Q 4 a ~ I ~ \ I TRANSMITTER UT-1-3-1 O
~ 1 ~r~--cis urr F sT~~ALS ~ Y~r pro ~.cP-a-~
a d A ¦ L _ ~f ~ \ \ \ ~I LP1-9 \ - - - i0 ANTENNA TOYVER P'I~C Ca1+~~1U1T F4Ft c~al~oLS Fl~~a~?/~'P~ss s'TAR'iER T4 L!GP-~-~.
as p ° r . AC-t I - - I ~i gp \ ~ I\ \ A~ 2 I RELOCATED 1RANSFER 6. Pfd TIiA~ SHO,? THE`1~ LOCATE Tf~A~SFER PULP VFD ~
d I SMOKE/TE~1P \ LP1-10 \ PUMP FLOWMETER O
q ~ GENERATOR a 4~ 4 ~ i IP1-2 DETECTOR ~ ~ \ FIT-i-2-1
o a PAD ° ~ 1 d ~ HS \ ~ LP1-6 NEW DIVERSION PUMP
~ 1-7-1 ~ ~ \ I ~ FLOy1Rv1ETER FlT-t-4-1 O a 4 _ d _ a - ATS ~1 i - - ~ \ ~ LP1-4 ~ ~ ~ ~ 2
a~~$sani®mee nBQa$€
bg~
p0~ r~da~ ®9 t ~p[g~par900i? 9 6~6 ~~QQQ ~ G4 ~.aVo
~ ° ' d d - - - - - - - - - - I \ TO DIVERSION AND T - TRANSFER PUMPS ~
a Q ~ q ~ _ - - - - - - - - coNr~ oN E-~oz j $ ~ {j ~o~ ~ ~
~ ° d 1 d~~
a ° , Q~e4~f91V @~ gOgC 1 ~ ~13Y/ ~ ~~~0
d ~ RELOCATED d -d ~ 4 ~ TO IN-PLANT PS 14 - - -
a Q a I e d d AND. EX. EQ. JiACK - ~ ~ a ~ ~ Q ~ ° ~ ( VFDNPANELPUMP Og i i~ 1
a CONTDa (#I E-102 a ' ~
\L rt~,
a ~ ° a ° ~ a ' DIVERSION ~U~1P CONTROL a 1 V
g Q ' ° 4Q a a ~ PANE/$CADA LCP-1-2 ~ ~ i~{ j
~ CONT°D AROUND
l~l_ -------b-- ANTENNATOYVER. I J W j ~ J
PROVIDE 5 EVENLY SPACED SEE E-102
GROUND RODS ALONG THIS ~ ~ ~ N ~ ~ ~
SIDE OF BUILDING
~ ~ ~ ~ LI~HTIN~G I*I~TURE SCHE[~ULE
PLAN O~dn'Z
~O~/CATAL~t}G 1+{O. Fl1~IS"1i ~OUI~TII~(G ~ ~ a,
POWER PLAN No~rH o~~. o. o~. ° SCALE: 3/8" = 1'-0" ~ 2 ~
MY- DRAY ~ ~M V t~uNG ~ o ~ ~ -
iF-2 B 1 HPS ~Ea11~~ ~ PHOTb INCAND. 1 F-2-PPS-120 - ~ ~ ~ ~
~ ~ w~€ h~E~U~ Ply, 10€~ ~yATr ~R1t ~71G ~r~uc,ATE I~fALL ~ ~
~i~J~--?'~ t~--S-i2 ~PE Pt~,.YESiER P~ ~ 8~-0~ 1~G ~ ~ o~
PHt~R~Jt'~.
E~Q't' u+GHT ALUI~11+~~ACE RED AL1. w cQt
-1.1iE OAT 1~'?. TPXL1 R RE©? tJ - 6" AB+C CX'~F~ ~
~ a ;BATTER 8AC1CtlP - ~
..w T
L~ ° a a n Q
f
4 4 I 4 ~ fl ~ Q
° Q d ° A A suRFACE MoutpER d a a a 12o i2oe V.~ Nd,~? ~ PANEL ~~HEDIJLE ~r to z
a
a 4 4 4 a s d LPt-3 RA7~N6 _14~.A. tom. eus Q ~ U
CKL ~
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1 20/1 IKIERI01~ a 4 0 ~B A A ~ L~~nt~ - P tfETEGroR ~ ~-~a-~ 20/~ ~ ~ 0°_ Q ~
c1 ~ 4 ~ LP1-1 3 ?A/1 ~ ~~rE~ RECEP~r~:L~ ~ ~uvE~wot~/s~^~A PANEL LCP-~ 20~~ ~ ~ ~ U p Q
a a- ~ 6 20/1 1 ~Q~ BUILtG LIt~1111~G [lNERSfOI~ PUP h~.~J?I~I' ~Ti'-1-~4-1 2U~1 $ ~ Z ~ ~ w
LP1-5
a 1 EacrE~o~ POLE uc~~ns - t~ENERATr~ BaTrE~r c~~+~ER ~o/~ ~ ~ ~ ~ ~ ~
° ° a a . LPt-12 7 20 1 - ~
~ ° -0 U ° LP1-3 S 20/1 EQ. T 1 EQ. T K LEy©. L#T-1-3-1 R~lOC. XFR PIMP FIL~1 FlT-1 ~-"t 2~f 1 '1 A ~ ~ Q ~ ~
4 a Q
Q ~ 11 20/1 RADIO Z W ~ ~ 1 RAt)~? I~E~. _ EXiT L1GHT 2Aj9 ~Z 1 ~ tY p
a L1 4 ' - ~ p.
a a Q ~ 13 20/1 -
a a, a Q 4 a, a B B / a s a a 16 20 1 - I
i - I ~ - 2~/1 is CQ3 ~ m ~ ~
dd n d a a LP1-5 LP1-`~ a 4 17 20/i -
i - I - sfl,/1 ~8
a 4 g ° A ~ a 4 d n' a a a a a 19 20/1 - I
a ~ ~ ~ ~ ° ° a a 21 20/1 - DATE 1 - i - 2~j1 ~ JULY 201'1
23 20/1 _ I ~ -
~ - - !'ROJECT No,
PIAN ' TOTALS: - - - ~30 `I 96406
NoRn~ DRN, EBS CHK. LV1~M
LIGHTING PLAN 3 7l f i i i 8 ! 8 DSNs DSS APP. 12 6 0 1 2 3 4 5 6 7 DRAIMNG h1o.
SCALE: 3/8° = 1~-0"
E-301

I I
i
i k
j
i 1 f
i i
s
I I ! ~ ~ ~
CONDUCTIVE MARKING TAPE ~kTH ! t~3
ELECTRICAL ARNING LABEL, BURIED 12" CONDUCTIVE MARKING TAPE WITH ~
TO EXiS11NG MAIN TO EXISTING B LO ADE E 4~ GR ELECTRICAL WARNING LABEL, BURIED 12" n BELOW GRADE
POyI~R PANEL SCADA J-BOX CONDUCTIVE MARKING TAPE +~TH ! ELECTRICAL AR I G LASE BURIED 12" ~
~ NN ~ 1 BELO11y~ GRADE a
- -~--CONDUCTIVE MARKING TAPE 'NTH
ORTH SOUTH ORTH SOUTH ELECTRICAL ARNING LABEL, BURIED 12° DIV. TRANSFER SCADA NDRTH N / N / V4 ? INS1R~
EQ. RACK EQ RACK EQ RACK BELOW GRADE (TYP) PUMP ~1 PUMP ~I .CONTROLS i PVC--GRS 4813V
4" 2" 2" 4° 4" 2° 4" 1X 4" z
P C-GRS 480V 120V V 480y SPARE 120y 480V 480y INSTR. FLOW/PRESS. DIV. ~ I PUMP #2
~ CONTROL ~soV
480V CONTROLS 480V 4BOV PVC-GRS 480V 480V PVC-GR5
k M tl X N p h 91 4 2 4 4 2 ~ 1 2 ~ 2" ~
SOUTH NORTH/SOUTH U1ILITY XMTERS DIV.. TRANSFER SCADA I EQ..RACK EQ RACK SERyICE TO PUMP ~2 PUMP ~2 INSTR. I ~ PULP 2 ° ! ~
MAIN CD
I ~f~~$8g9,aaeeuaea ~aa~@6,a;a
i 1
0O ~~6~~~ ~ 9~~ bp/r
1 ~ 3 'Q.s ~ ybAvd ~ W~ 6 +1+~~
SCALE: NTS E-101 SCALE; NTS E-102 SCALE: NTS E-102 SCI SCALE; NTS E~ ~ ~ m ~ ~6 ~
v ~
rt,.~eg„ 6
i
i ~~4~~"~teFUn~ Q
i i
CONDUCTIVE MARKING TAPE }NTH CONDUCTIVE MARKING TAPE KITH
CONDUC1IVE MARKING TAPE ITN X X ~ X ELECTRICAL y~ARNING LABEL, BURIED 12 ELECTRICAL y~ARNING LABEL, BURIED 12 ~ ~
ELECTRICAL 1N~NING LABEL, BURIED 12 BELO IXiADE BELO GRADE ~ ~ CS
BELOW GRADE Gp
CONDUCTIVE MARKING TAPE WITH ~ U ~
{ SCADA ' I CONDUCTIVE MARKING TAPE KITH ELECTRICAL WARNING LABEL BURIED 12 ~
TRA SEER N SCADA ATS ATS ATS ~ E ELECTRICAL WARNING LABEL, BURIED 12" BELOW GRADE
CONTROLS !~`-"1 r PUMP ~1 X X A X , E BELOW GRADE ~ uu
X 2" 1 4 4 1 { { J
E cONTROLS ~sOy ~aov caNtROLS ~ I ~
480 FlBER OP11G 12OV SPARE V RADIO .COAX, ~ - ` = ~
120V 480V 4~OY 480V F1BER OPTIC 480Y coNTROL ~sOy I 480V T~? SCADA ~ ~ ~
480V PVC-GR5 p p X ~ p X ~ ~ t=--w~u_
^ 2" 4° 1 4 4 1 2 2 ~ 2" ~
EXIST. E BAST LP1 ATS ATS MCC { I STR. Q N EXIST. EQ BASIN 1RANSfTR N - I 3 z~~~ EQ BASIN ~ ~ c~, ~
PUP 2 L EQ RACK f IN-PLANT P5 EQ RACK M # FLOitt</LEVE RACK ! ~y } ~
I I ~ ~ o c~
i M
w~~~ 1 ~ ~ ~ ~ d
i ~ ~ ~ ~
T N E I TI ~ E ECTlt~ll~ ~ ~ ~ ~
T ~ 3 SCALE; NTS. E-102 SCALE; NTS E-,~ 1 CJ?2 SCALE: NT5 w rn
SCALE: NTS E-102 v Z ~
I I _
i i
i F- ~ ~ ~
i i
i S ~
CONDUCTIVE MARKING TAPE y~TH j I
ELECTRICAL DARNING LABEL, BURIED 12" l
BELO~I GRADE
i
l w ;Z
P C-GRS 484V V
X 1 2 ~w ~
I wa
INSTR. SCUM PS a ~0~~ ~
SCADA JB EC~~~
~~w~ ,~W
I w~~U
i 9 ~~~c~ ~Q
E-101 SCALE; NTS ~ w~
i 1 ' ~
i zw ~ a
j ~ ~ t~
~ ~
f w ~ ~
{
i 3
i }
4 i
i { ~ DATE E
~uL~ ~
{ t f PROJECT N0.
f II { ~3~'~ ~~i~Q~7
~ DRN. KAP CHK. LWM
} DSN. SRS APP.
1 II
I DRAWING NO. I
j
i

_ _ _ _ _
E
4 k
E
{EI
E
I
n j SILICON, DUCT SEAL 1 5/8 STAINLESS STEEL 4
OR EQUAL VENDOR SUPPLIED UNISTRUT MOUNTED TQ BOTH ~ Vi ~ ~
CO TROL PANEL N SIDES OF POST FOR PANEL I
EMA 4K STAI LESS STEEL ~ N N SUPPORT ~ i
SPLICEBOX FOR POWER WIRING, PROVIDE SIMILAR C7 I
SPLICEBOK FOR I&C AS I ~
REQUIRED, SEE NOTE 1 ~ NOTE; f d
NEMA 4X STAINLESS EKPLOSIONPROOF i
STEEL DISC. SWITCH SEAL-OFF U D TO BACK ` i
PVC-GRS CONDUIT FOR LEVEL MO LATE
FITTINGS OF EQ, RACK OR POWER CABLES. VERIFY SIZE ~ n
WITH SHOP DRAWINGS, 4 STAINLESS
PVC COATED GALVANIZED. STEEL CONDUIT ~ ~ ~ t I ~
RIGID STEEL CONDUIT TYP.} FI ISHED ~ + ~ ~ ~ N SER'~C SER'J~GE ~
GRADE ~ ENTR1Af ENTRgNGE 3 POLE, 4 WIRE GENERATOR MAIN AUTOMATIC ~
HATCH ' ` a ~ ! ~ 2 BARE COPPER .o ~j GD TRANSFER SWITCH
/ ~ ~ GRD SIRE
CABLE SUPPORT o 3/4 X14 COPPERCLAD
AND STRAIN I ~ ~ • GROUND ROD NOTE 1. PROVIDE SIDE HINGED DOOR - ~ CONCRETE c~
RELIEF AND BACK PANEL WITH TERMINALS e
TO PUMPS FOR CONNECTING VENDOR SUPPLIED ; { s ; = PLASTIC ~ NO caNNEGTION
SUSHI G TYP WET WELL WIRING TO FIELD INSTALLED WIRING. N ( ) , TO GROUND o
SIZE TERMINALS BASED ON -a CONNECTED LOAD. AT GENERATQR z
G G G NOT A SEPAR TELY
MINIMUM DEPTH 24n BELOW GRADE CLASS I, DIVISION 1 DERIVE SYSTEM ~e~~®~~u9~e®aaaaacaeasa~aa sae
GROUP D
HAZARDOUS CLASSIFIED LOCATION 4W ~C G
SERVIC ~ LQAD ~ ~~~~a~ ~ p~4~ SERVICE F r a ~ ~ 'e.-..
STAIN SPLICEBOX DETAIL ~ NTR L PANEL M LATIN DET IL CO O OU G A 2 ~TAi~~BY ~E~ERATC~R +GRC~UI~E~I~1~ DETAIL 3 Q A~
NTS E-103 ~ E-103 NTS N NTS E-202 ~
~aa~~~ Q~&~~® ~~0~@~~0
f Nl1BU
i r r
i i
E~ 1 t it
i
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t
l J J 0 ~ x

LOCA110N OF f f ~ ~ W ~
GROUND ROD ` ~ V ~ ~ O ~ ~ ~ ~
k~
f f Q ~
RECESSED HANDLE I z cn a? I ~ ~ ~
GROUNDING ACCESS HANDMOLE ~ T O ~ rn ~ ~ TAINLESS STEEL
SIMILAR TO DETAIL 5 ON THIS lv UN SHIELD w a ~
SHEET ~
REMOVABLE COVER > SUN SHIELD, DETERMINE LL! ~
MAIN LOOP CAST IRON MARKED GROUND » e OR TAP .,,y CADWELD TYPE 'GT° CONN. GROUND ~ DIMENSIONS IN FIELD ~ ~ ~ w
I w ~ <t
NE A SIZE AS SHOWN ON PLAN NEMA 4X HOA SWITCH (TYP-3} 4" STAINLESS STEEL Q w rn
CONDUIT (TYP} ~ I-
~ ~
1 5 f 8" STAINLESS STEEL ~ ~
i
AERATOR MIKEE~ MIXEE~ AERATOR UNISTRUT U-BOLTED TO DISC. sW. DISC. SW. SUPPORT (TYP} ~
DISC. SW. DISC. Syy r
GROUNDING TAP nT" OR nXn j DO ~
4/a BARE COPPER RECESSED HANDLE REMOVABLE COVER GROUNDING CONDUCTOR XMTR 120V
MAIN LOOP FINISHED GRADE
{
/,r SEAL EACH CONDUIT ~ ,
ti ? - WITH DUCT SEAL TYP ~ ~ SECTION OF BELL ~ 4nK4n STAINLESS S NEMA. 4X STAINLESS STEEL ~ ~
& SPIGOT PIPE N MIN. TAINLESS S EL NEMA 4X WIREWAY JUNCTION BOX FOR 12{3V AND StGNi4L WIRING SPD. TIE GROUND ~ W
15n DIA. CONCRETE t TO EQUIPMENT GROUND IN
GAD LD TYPE 'GY' CO x WE NN a , WIREWAY. PROVIDE SIDE HINGED ~ ~ ~
(USED FOR 2 HORIZONTAL ~ CADWELD f ~ DOOR. W ~ ~
CABLE TAPS OR THROUGH CABLE rfi ~ 'I OR END OF RUNS . ' • ~ TO PVC-CRS CONDUIT 1- ~ ~ ~
, , ~ GRADE
~ x MIKER • ~ ~ SAND FILL N ~ ~
34"K1a'LOG ~ ~ ' N ~~W~
G OUND ROD GROUNDING 1 TO AERATOR CONDUCTOR 4~ TO AERATOR ~
COPPERCLAD STEEL F
A ~ GROU D ~ RD AR ~ COPPER ~ z ~ ~
N c~ ~ u,. ~ w E PVC PVC TO DO PROBE = CL ~ I j ~ E TO DO PROBE t1~ ~ ~ ~ ~
GRID ~ GROUND ROD
3/4" K 1 a'-an
COPPERCLAD STEEL 1 CONTROL TO Z W d ~ ~
R D ~ i CONDUCTOR TO GROUND O CONCRETE 4 STARTERS { . E ....t ~ CL''
GROUNDING TEST STATION DETAIL 5 o E NNE TI N DETAIL . , F°a~nNG E CO C O ~ G i 120V TO MAIN . ` v . ° ~j f-- OCt
NTS'. E-3a1 POWER PANEL ~ Q
NTS E-3a1 12 E i 480V TO STARTERS Q W
E-102 ~ ~ 3 f 4"X10 GOPPERCLAD ~ ~
` GROUND ROD ~ FRO T ELEVATION SIDE ELEVATIQN
i i
i I
i
1 ~~OON EQUIPI1lIE1~1T F~A~I DETAIL s ~ ~ Ju~~ 20~ ~
I NTS E-1Q1 PROJECT Na.
I X60198400
C E
E ~ DRN. TSB GHK. LYVM
t DSN. SRS APP.
i DRAWING N0.
i
E-501
1

i
i i i
1 i
I
i
SQUARE VER1ICAL LAMP I LUMINAIRE. BLACK ~ I
BAKED E AMEL FI ISH ~ N N ~ j
~ ~
i j 3' X 3° PRECAST STACKABLE
HANDHOLE WITH COVER. QUAZITE
STUB CONDUITS i TO ARDS E j COMPOSITE PG STYLE HAND HOLE ~
W NW UIiLITY PALE ~,-0» CAT, NO. PG3636B OR EQUAL Y ~ U
MATCH POLE HEIGHT, m m i WITH EXTENSION CAT. NO. PG3636E * ~ OR EQUAL AND COVER PG3836WAaCf ~
MATERIAL, AND COLOR TO ~ ( (1 n OR EQUAL. Q ~
EXIST1NG AREA LIGHTS o 3 - 2 1 f2
I PVC CONDUITS w
III i FLUSH HANDHOLE
'-p" EXTEND CONDUIT III 3 3'-{~"
1'-p" ABOVE BASE A D N III - , cn
SEAL AROUND CABLES ! III WITH DUCT SEAL
' III ~ CONDUITS ' ~
BASE C III OVER i I ~ I
n III 1 CHAMFERED EDGE
III
111 TEMPLATE AND ANCHOR RODS x b o PLAN VIEW NUMBER OF CONDUITS ~ AS REQUIRED,- SEAL
I TO BE FURNISHED BY I 1 1 1 POLE MANUFACTURER EACH CONDUIT WITH ~
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i
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U ~
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48pV TO MCC BLDG PVC-CRS CONDUIT Ta SCADA PANEL
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DATE
JULY 2tJ11
PROJECT NO.
F A O SIDE E~ VE ANON i
' f}Cl ~ ~~4Clfi
DIVERSIQN PUMP EQUIPMENT RACK DETAIL. 1a I DRN. TSB CHIP. LWM i
NTS E-103 osN. SRS aPP.
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1
1 ~
~ ~
UIPMENT ~ STRUCTURES AND EQ BREVIATIONS N MBER UNCTIt~N AB TAG U T ~ LNTE~tFACE ~YMBC~~S ~
NEW OR RELOCATED ITEM TRUMENT IDENTIFICATl4N e ANEDCQNTACT INS IC OOA ON-OFF-AUTOMATIC MAINT I } SEE APPROPRIATE D ( I
"I!E"SPECIAL IDENTIFIERS TAGTAG N?JM„q BER , OOG OPEN-OFF•CLOSE ~ PRO~CESS,~ ~ ~
A AUTOMATIC EXISTING ITEM ~ I ~ °
OQR ON-OFF-REMOTE {MAINTAINED CONTACT) i i CONNECTING LINES NNN ~ W-A -ENTER-UNIT PROCESS a
AK ACKNOWLEDGE BUTTON j ORp OXIDATION. REDUCTION POTENTIAL NEW OR RELOCATED STRUCTURE ~ URE ~ W =SOURCE UNIT PROCESS NO.
NCTIO ALT ALTERNATE ~ ~ ~ A =INTERFACE NO,
OPEN»STOP-CLOSE (MOMENTARY CONTACT SPRING ~ TAG NO.+MQD.+SUFFIX A!M AUTOMATIC-MANUAL (MAINTAINED CONTACT} OSC EXISTING STRUCTURE
`1.~e:J RETURN TO CENTER POSITION} W A MMM ~ NNN =SOURCE SHEET NO.
AOM AUTOMATIC-QFF-MANUAL {MAINTAINED CONTACT} ~ MMM =DESTINATION SHEET NO.
OT MOTOR OVERTEMP ~ F NCTIO C CLOSED
i { } PB STARTJSTOP PUSHBUTTON ~ii
TAG NO.+MOD.+SUFFIX CC CALIBRATION COLUMN ~N' PD PULSATION DAMPENER j iNON-CONNNECTING LINES NNN Q ~ INTRA-UNIT PROCESS Q =INTERFACE LETTER ~
CM COMPUTER-MANUAL ~
pOS POSITIONER
CS CONTROL STATION I PX PROXIMITY SWITCH TO INTERFACE ~
MPLE S CTA COMMON TROUBLE ALARM ~onue ~I.V NA~~ NOT IN CONTRACT
R RUN STATUS LIGHT RIFF DIFFERENCE OR DIFFERENTIAL a
R/L REMOTE-LOCAL {MAINTAINED CONTACT) - - - NlOFF ETC. DISCRETE (O ) PNEUMATIC o
MCC/MOTOR STARTER DO DISSOLVED OXYGEN I CONTROL PANEL MOUNTED RES RESET i 3 SIGNAL LINE ~
MOUNTED FIELD NORMALLY - -A- MODULATED (4 TO 2Q mADC ECT.} - ACGESSIBLE TO MOUNTED LE EL ELECTRIC LIGHT RTD RESISTANCE TEMP. DETECTOR ECT.) HYDRAULIC N CONTINUATION N
OPERATOR ACCESSIB TO - INSTRUMENT SUPPLY OR ~ OPERATOR EOT END OF TRAVEL ELECTROMAGNETIC OR SONIC ~ N =1, 2, 3 ETC.
SC SPEED CONTROL CONNECTION TO EQUIPMENT ',T j _ - {GUIDED i otivaaea 9b~a~0m ~~~8~e~
ER EXCESS ROTATION -Q 0- SOFTWARE OR DATALINK 1 SN SONIC ~ ELECTROMAGNETIC OR SONIC e~8R3° @ec8 {UNGUIDED) ~4°~~~~~Q„~®~0 a ~~o~
DISCRETE ESP EMERGENCY STOP PUSHBUTTON FILLED SYSTEM
SP STOP PUSHBUTTON (CAPILLARY TUBING ETC,) INSTRUMENTS ETM ELAPSED TIME METER 1 MECHANICAL LINK ~ , ep~~~~~ o~~
SPN SHEAR PIN ~`~-7 UNDEFINED SIGNAL ~ e~
EXST. EXISTING , 1
F FAIL SQRT SQUARE ROOT ~ { ~ ~N~/,. W-A ICVTER -UNIT PROCESS W~~~e~ men ~
MICROPROCESSOR F X CHARACTERIZED NTARY CONTACT W =SOURCE UNIT PROCESS NO.
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--~W-A MMM NNN =SOURCE SHEET NC7.
- T P-REVERSE MOMENTARY CONTACT T R I FSR FORWARD S Q P NENT DESIGNA t~ S ) Ct3M 4 { SSL START STOP-LOCK ~ MMM =DESTINATION SHEET NO, r•- 0
HOA HAND-OFF-AUTOMATIC (MAINTAINED CONTACT} {LOCKABLE IN "STOP" POSITION. MOMENTARY css
COMPUTER NONE NONE FUNCTION HOR WAND-OFF-REMOTE {MAINTAINED CONTACT} CONTACT) ~ CRITICAL ALARM ~ NNN Q INTRA-UNIT PROCESS c~v
II CURRENT-TO-CURRENT ~ Q =INTERFACE LETTER ~ ~
ST START PUSHBUTTON ~ PROVIDE IN ACCORDANCE WITH SECTION 16941() 69130 ~ Z SIGNAL LINE _
(NIT fNITIATE - INACCESSIBLE OR BEHIND THE-PANEL DEVICES OR FUNCTIONS MAYBE STPT SETPOINT N CONTINUATION N Q ~
Y B S BUT WITH DASHED HORIZONTAL BARS I.E. IP CURRENT-TO-PNEUMATIC ? EXISTING COMPONENT TO BE RELOCATED 1 DEPICTED BY USING THE SAME S M OL
OCAL SWITCH IN "LOCAL" POSITION SUM SUMMATION IN ACCORDANCE WITH SECTION 16gt10 i L REMOTElL I
1 X ~ ~ ~
LL LEAD-LAG (MAINTAINED CONTACT) 5W2 2 POS. SELECTOR SWITCH OWNER FURNISHED COMPONENT TO BE INSTALLED I STALLED ~ (a. rn
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LOS LOCKOUT STOP LOCKABLE IN'°STOP" POSITION. STALLED ~ ~ C} ~ ~ Z
{ TAH TEMPERATURE ALARM HIGH OWNER FURNISHED COMPONENT TO BE INSTALLED ! 1 MOMENTARY CONTACT) IN ACCORDANCE WITH DNISION 11 AND DIVISION 15 ? ISION 15 Z ~ ; tU
TDC TIME DELAY BEFORE CLOSING CONTACT ~ MA MOISTURE ALARM ~ ~ ui ~ ~
OR VENDOR' ~ C ~
METER Tp0 TIME DELAY BEFORE OPENING CONTACT ~H~E PROVIDE AS PART OF A MANUFACTURER'S OR VENDOR' INSTRUMENTS INTEGRAL MAG MAGNETIC FLOW 3 PACKAGED SYSTEM IN ACCORDANCE WITH DIVISION 11,1 W ~ p ..J DIV{SIGN 11,~ ~ ~ ~ ~
OR MOUNTED TOGETHER MS MOISTURE SWITCW TSH TEMPERATURE SWITCH HIGH DIVISION 13 AND DIVISION 15 4 }
O OPEN } GENERAL. NOTES W ~ ~ °
TST TEST PUSHBUTTON I OA OFF AUTOMATIC ~i'3IHI~` EXISTING COMPONENT TO BE RELOCATED I ~ THIS IS A STANDARD LEGEND, ~ W w Q
VIB VIBRATION IN ACCORDANCE WITH DIVISION 11 AND DIVISION 15 'IS10N 15 ~ NOT ALL OF THE INFORMATION SHOWN ON THIS LEGEND J t-
OAC OPEN-AUTOMATIC-CLOSE (MAINTAINED CONTACT} l IS USED IN THESE CONTRACT DRAWINGS. {~j H ~
H INTERLOCK, HARDWIRED X MULTIPLY f OG OPEN-CLOSED} (MAINTAINED CONTACT} PROVIDE COMPONENT WITHt3UT A DESIGNATOR 0.TOR Z
C POSITION LIGHT CLOSED IN ACCORDANCE WITH DIVISION 11, DIVISION 13 AND DIMS OL MOTOR OVERLOAD ZL ~N 13 AND Dt~IS10N 15 THERE IS NO.IN1"ENT TO SHOW ALL E)CISTING ~ ~
SCADA 1 PLC INTERLOCKS AND CONTROL ` FACILITIES ON THE P&ID'S. W ~ F-
TAINED CONTAC ZLO POSITION LIGHT OPEN ' 00 ON-OFF {MAIN T} i 4
T
LE TR MENT SC}CIETY CIF AMERICA TAB INS U TPUTS TO PLC OR 3
INPUTS FIRST LETTERS SUCCEEDING LETTERS I
DISTI:tI NTROL I
PROCESSOR MODIFIER READOUT OR OUTPUT FUNCTION MODIFIER LETTER ` 1 j}t
INITIATING VARIABLE PASSIVE FUNCTION f
A ANALYSIS t ALARM ' 1 ~ W
CE t l B BURNER COMBUSTION USERS CHOICE {t) USERS CHOICE t USERS CH01
i C USERS CHOICE (t) CONTROL {X} ANALOG INPUT (X} ANALOG OUTPUT
D USERS CHOICE {t) DIFFERENTIA(. 1 ?w ~ ~
E VOLTAGE PRIMARY ELEMENT ~
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USERS CHOICE t GLASS ~ G { ~ ~
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l CURRENT INDICATE {X) PULSE INPUT (X} PULSE OUTPUT 1 W~~-~ z>
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4 L LEVBL LIGHT {PILO'T) LOW I { ~°-a~ ¢m
H I E t MOMENTARY MIDDLE ~ M USERS G O C ~ Q ~
° USERS CHOICE t USERS CHOICE t USERS CHOICE t N USERS CHOICE t I ~ ~w ~ w
~ O USERS CHOICE t ORIFICE
~ X DIGITAL INPUT (X) DIGITAL OUTPUT
P PRESSURE OR VACUUM POINT ST CONNECTION ( ) E ¢ Q QUANTITY INTEGRATE ~ ~ ~ c~
I ~ ~
R RADIOACTIVITY RECORD OR PRINT E-
EED OR FREQUENCY SAFETY SWITCH ~ S SP
~ TEMPERATURE TRANSMIT T
r°v MULTIFUNCTION t 1 U MULTIVARIABLE (t} MULTIFUNCTION jt} MULTIFUNCTION (t} ( )
~ NC_ ~ V VIBRATION VALVE DATE
WELL X =TOTAL NUMBER OF SIGNALS WHERE MORE THAN ONE I ~ W WEIGHT OR FORCE ~ JULY 2{}11
~ SIGNAL iS REQUIRED. iF QUANTITY 15 NOT SHOWN ' F ED t X AXIS UNCLASSIFIED t UNCLASSIFIED t UNCLASSIFIED t I X UNCLASS! I THEN ONE SIGNAL IS REQUIRED. i 1
Y VENT STATE QR PRESSURE Y AXIS RELAY OR COMPUTE {t)'; ; ~ PROJECT NO.
I 4 Z POSITION, DIMENSION Z AXIS DRIVE. ACTUATE OR I I ~i~19~i4~+~
v UNCLASSIFIED FINAL
CONTROL ELEMENT y DRN. TS8 CHK. LV~rI
W (t) WHEN USED. EXPLANATION IS SHOWN SPECIAL CASES: DSN. SRS APP.
rn T UMENT SYMBOL. ~ ADJACENT TO INS R ELAPSED TIME METER ~ DRA1MtdG NO.
a m
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0 VALVE SYMBOLS MUD I ~ a
ECCENTRIC PLUG i ' P~l1iVIP & ~Ct?MPRE~+C~R SY#BC)~S ~
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MISCELLANEOUS SYMBOLS
THREE-WAY SUBMERSIBLE PUMP ~
SWING CHECK i ~ Q
~ COMPRESSOR
LUBRICATED PLUG ! i (PISTON}
SPLIT DISC CHECK 1
t
BUTTERFLY HARDWIRED ~ I
OR INTERLOCK SEE SPECIFICATION 120V
BACK PRESSURE VALVE 120 VOLT, 60 HZ POWER CENTRIFUGAL BLOWER CHEMICAL FEED
BALL SUPPLY POINT I PUMP
a
REGULATED SIDE ; V S~
VEE-BALL PRESSURE CONTROL
M MIXER WITH ~ CENTRIFUGAL PUMP
PINCH ELECTRIC MOTOR ~ I {DRY PIT} PLUNGER PUMP XX
~O GLOBE i ~ c~
I9 Q
7
DIAPHRAGM O 1 O -~'t~ PRESSURE RELIEF VERTICAL TURBINE ©IAPHRAGM PUMP
MICROPROCESSOR M ELECTR C M TOR ~ PUMP ~9$sg~~,geaea®aua opae
BASED INTERLOCK 1 O NEEDLE OR ~ 80 e
SEE SPECIFICATION AIR RELEASE AND cg6~Q~~pD®®ea3 0 ~.8y~~~~ma dim w~y, © °a
VACUUM RELIEF ( PROGRESSING CAVITY F ~ ~ ~ ~~°e
I --~r CALIBRATED BALANCE ~--0 I 0-•~- PUMP w ~ ~ ~ ~ ~ A
UALSAMPLE I S MAN
-bQ-- GATE O 4 O PORT 3 3 CONSTANT VOLUME
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K {POSITNE DISPLACEMENT) ~ a~4a~~~~
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FLANGE A I DRAT ~ BLIND AUTOMAT C N
OR CLEAN OUT
s 1 NOTE: XX: AS ADJUSTABLE SPEED ~
I ~ CS-~ w CONSTANT SPEED {SINGLE SPEED) ~
~ CS-Z = CONSTANT SPEED (TWO SPEEp) ~
AIR GAP Q t`?
GATE SYMBOLS MANUAL ~ W J J _
DRIP TRAP
D ~ ~ ~ ~ ~
~ SLUICE ~ SLIDE FLAP GATE of ~ 4
STRAINER ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ zF p
WIER GATE STOP PLANK ~ ~ ~ ~ 3 ~ to ~i ~y
DIAPHRAGM SEAL ~ ~ LLI ~ ~ ~ ~ ? ~
FL HIND WATER US f
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~ f1 ~ ~
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i ACTUATOR SYMBOLS t ~ ~ N ~
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EJECTOR FLOW STRAIGHTENING VANE W ~ F- ~ }
E ELECTRIC MOTOR H s 1 HYDRAULIC WITH }
XX ~ SOLENOID f T
S AUTOMATIC SAMPLER 1 ~t -
1 I
E z ~ XX: FC =FAIL CLOSED ' ELECTRIG MOTOR P PNEUMATIC WITH ~
H POT NER FIP =FAIL INTERMEDIATE CALIBRATION CHAMBER ~ WIT SI IO POSITIONER T N POST IO
FLP = FAIL TO LAST DIFFUSER
POSITION
H z .HYDRAULIC WITH P $ PNEUMATIC WITH FO =FAIL OPEN ~ POSITIONER SOLENOID 7
BUBBLER
LEVEL ELEMENT X DENSITY METER ~ W ~ ! ~
NOTE: XX =FAIL POSITION ON LOSS .~o X: N -NUCLEAR OF PRIMARY POWER O -OPTICAL ~ LU ~ Q
(PNEUMATIC OR ELECTRICAL) U - ULTRASONIC
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FLOW ELEMENT SYMBOLS a
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RUPTURE DISK E
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X: W =WATER ' ~ A =AIR ~ GENERAL NOTES:
TARGET TYPE
SENSOR ~ I 1. THtS IS A STANDARD LEGEND. NUT ALL OF THE INFORMATION ' SHOWN UN THtS LEGEND iS USED IN THESE CONTRACT DRAWINGS.
ROTAMETER SUBMERSIBLE LEVEL DATE ! ~ r~ q
~ ULTRASONIC LEVEL ~VL i G~~ 1
i VENTURI OR , I 3
~ PROPELLER OR FLOW TUBE c 1 1 PRC?JECT Na.
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IMROSION HS HS HS ~4 1-4-1 1-x-1 ~ ~ ~ • ~ ~2~------------- START/STOP PUMP 1 PUMP 2 ~
1-`111 ~iY 1 ~i2 -~2~-i2 M') AUIn ~N AUTO ----PRESSURE------A-------` ------®-A----~ ~
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I ~ L-------------------------1 3 I DIVERSION I w i
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~ I PUMPS TO BE RELOCATED TO NEW ~ ELECTRICAL BUILDING, EXISTING CONTROL
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OWNER.
M KC DELAY KC C"^Y L _ LSL t
EXISTING 2. EXISTING INFLUENT PUMP STATION CONTROL DATE
FIBER TO © HEAD}NORKS PANEL REMOVED AND TURNED OVER TO
~6 NEW LCP-1-2~-~ o FLUSH 1-2 OWNER. EXISTING INFLUENT PUMP STATION JULY 2011 CONTROL PANEL CONVERTED TO MANHOLE,
IN-PLANT PUMP STATION P~ CONNECTION I PROJECT NO.
9 CONTROL PANEL I 3. RELOCATE EXISTING TRANSFER FLOW TRANSMITTER
7 LCP-1-1 1~ ~ TO NEW MCC BUILDING. PROVIDE NEW SENSORS
WITH SUFFICIENT CABLE TO RELOCATE FLOW DRN. KAP CHK. L TRANSMITTER WITHOUT SPLICES. DgN, SRS APP.
/ PLANT O MANHOLE INFLUENT FROM
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3 ~i

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AERATION YL YL L 1R1 G FOR 7. REUSE EXISTING SIGNA W N NEW ~ ~
FAIL FAIL ~ I MIXERS 5 ~ _ ~ AERATOR STARTERS TO SCADA.
1-~F-1-3 1-4 3 3 YA YA i 1
~uM t USE SPACE WIRES 1N MCC TO SCADA J--BOX
STAri~ 3-1-1 2 3-1 ~-2 HS ~ L~LJ FAIL FAIL FOR. NEW AERATION BASIN MIXERS.
AERATION YA YA I 3, ELECTRICAL SHALL PROVIDE NEW STARTERS s a
v..~J _ - HH LEVEL DO 2 1-3 2 v ~ FOR NEW AERATORS AN AERATION MIXERS, ~
sir ~ {~i i
AIL 3-2 1 2 t 3 3-1 4, REUSE EXISTING SIGNAL WIRES FROM REMOVEp ©
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i i
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2 2 4 4 2 2 ~ } ~ } ~ } { } ~ } ~ } l } I
I I I t ~I I I I 7. ADD PROGRAMMING TO MONITOR NEW DIVERSION
J I I I °I I~ I z ~ va I PUMPS. ~ ' c~
~I QI ~I zI ~ Iw ~ ~ i Iw I ~ ~ 8. WIRE IN AUTO SIGNALS FOR AERATORS AND .MIXERS TO
cel ~-I ~I ~I ~ ~ ~ ~ ~ _ EXISTING SCADA J-BOX.
I a I I I z ~ g~ w~ I I ~I ~
~I ~I wl dl ~ ~I~ ~ ~ i v,l Q I~ ~I 9, WIRE HAND CONTACTS TO AERATOR AND MIXER
I I w I I I~ o~ ~ CLARIFIER ¢ ,~I ~ STARTERS IN EXISTING MCC. c~
~I ~I -'I ~I c~ Ire a ~ Q #3 i w I I of i o
~I ~I =I QI Iw w u' _ i U = al d I I j z
~I ~I I I ~I I al I 1
I I I I d I ~I I I I J4 I I I I I I A~'ERATION BASIN #1
~~~~®D~~ ~~nenwenaa DoQab©~~bac
r EXISTING SCADA ----A---~
I J-BOX 7 0~~ 6 1 e~ o r,~ c R ~ "
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I AERATOR #1-2 j ~@4~BD8p88880@tt&AQ ~~64~~~ 80 #1-2 i AERATOR #1-1 a
I I I M-2-1-2 2 M-2-1-3 M-2-1-1 _ ~ ~
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I I AERATOR I a I I I I tl''''" Cs S ~ CS CS cv
I I MIXERS I { I ! AERATOR-~cb z l I
I ~ RUN STA T STOP I ~ I I I R / AE 1I ~ z
I I , START/STOP ~ y AERATION I ~ MIXERS ~ ~ I t ' H
~ I of I I I I I ~ HS ~ ~ ~ HaA Q 1 ~ w
I > I I ~ CLARIFIER ) ~
w I ~I I I I~' I W # I ! ~ ~ ~
I w l a l I I t~ - I = ~ I ,I i , i + ~ ~ ~
Q AIT I- I I I 1 ~ AE
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I I I POWER AR I I _--------A--- w p - -A ~ - - - - - - _A._........,.,, A _ - - FROM w ~ ~ w
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3-3-1-1 I I EXISTING ~ w ¢ ~ I TRANSFER d ~ cs,
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I 3-3-1 2 ~ ~ I HS ~ 1 ? AE I-~ 01 ~
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f QA ~ p f
HIGH HIGH LEVEL / PUMP 1 PUMP2 / ~ ~
! I~ ~3, 1 l -x-1,-1 1
HQA HOA I 480 3 LOOP POWERED CLARIFIER !
HS HS tAHH ----A----------- ~1 / I LEVEL ~ I I I ~
3-1-1-1 3-1- -1 I J 2 3-2-i-1 I ~ a,.~ / 1
I / 1 ~ ~
~uN ezuH SILENCE I I
YL YL HS I M ~ POWER I ~ M M W Z ~
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~ ~ ~ I I M-2-2-2 ~ I LSHH ~ -2-2 ~ M-2-2-3 M-2-Z-1 ~
FAQ FAIL AGM I I I ~ ~ W ~
AERATOR #2-2 ~ YA YA HS U -H I 32- , OR #2-2 ~ AERATOR #~-1 ~ ~ ~ ~
I (i3~~~ WCL
3-1=1-~ 3-1 2-1 3-3-1 pl a,.s ~ ~
FLUSH 3 1 3-1- I
I~SEI' RESE1" 1/2/ALT cONNECTION u~~~~
I~ HS HS 1
3-1-1-2 3-1-2-2 3 2-1 I ' z~ O
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P-3-1-1 v=a°_t~~ az
~ ~ l1C C SCUM PUMP
3-1-1 3-1-1 3-Z-1 SCUM PUMP ~ STATION AERATION BASIN Q ~ Q Z ~ 3
U ~ ~ CS . 3 #1 '1'' _t__w__..~ ~ ~ ~ ~ ~
~ P ~
~ I o SCUM PUMP #z ~ W ~
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CONNECTION
3-1- DA`fE
I ~ ~ JULY 201 ~
~
0 o ~ PROJECT N0.
EXI5TING SLUDGE DRN, KAP CHK, LWM
~ I G TA ~ HOLD N NKS I
Y., ~ pSN. SRS APP.
DRAWING NO.
o , 3 F
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VSC FE :E ~ DiVERStON FLOW
~ FE i EXISTING METER VAULT FE ~ TRANSFER ~ FE ~
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EXISTING ~ FIT 1-2-1 FIT ~-4-1 LIT 1-3.1 JG ~ VSC 4#12 #12 #1 ~
TRANSFER PUMP I HPR HPR HPR 2-COAXIAL VFD PANEL PUMP I HS HS HS v
1
3 SNPR
6 12 20 12 # # 4 SNPR BP 14#12
DIVERSION PUM P PUMP J-BOX iri#12 ~ ~
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MAIN 24#12 ~ ~
4 12 12 ~ CONTROL # # EXISTING MCC -1 2-1 2-1-3-1 -1-i-1 #12 12 # W~~~ t~t)~aC
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4 SNPR
m ~ ~ 1. 2-COAXIAL CABLES FOR RADIOS TO RADIO ~ W
VSC 2 2- VSC 22- TOWER.
EXISTING 0 F-
WIRING 4 2. PROVIDE NEW FLOW METER SENSOR FOR FE-1-~-1 WITH SUFFICIENT CABLE
i TO WIRE WITHOUT SPLICES TO RELOCATED
m ~ ~,i FE-1-2-1.
3 AERATION BASINS _ _ ,
3, RELOCATE EXISTING TRANSFER PUMP CONTROL DATE ~ JULY 2Q11
PANEL TO NEW MCC BUILDING.
N~yy I G.I ~ PROJECT N0. 4, TERMINATE NEW FIELD WERING TO SPARE ~~}~O~
j TERMINALS AND VERIFY WIRING FROM SCADA
n~ Y J-BOX IS TERMINATED IN MA1N CONTROL DRN, KAP CHK. LWM
PANEL.
~ oSN, SRS .APP.
i 3 DRAWING N0. i
~ o-~o ~
J ~
I

I I 0
NOTE 1 t E
I a ~
i PIPE LOCKING ~ ~
WATER TIGHT # SCREW
CONDUIT AND WIRING TO liT CABLE COMPRESSION GABLE r ~ j ~
4" SS CONCRETE FITTING I
ANCHOR BOLTS NEMA 4X i NEMA 4X ~ CABLE ~
COAX CABLE JUNCTfQN ~0}I CONNECTION JUNCTION O}C
NOTE 2 WITH 1Q TE MI WITH 14 TE~MINALS ~ c ~
MOUNTED ~0 E J-BOX ~ MOUNTED ~O BRACKET ~
CLAMP NEMA 4X ' 1 UNISTRUT ~ I ~ ~ LENGTH TO BE
~ DETERMINED IN FIELD
LE CONDUIT AND f i
COAX TO
v CONTROL PANE! ~ SIGNAL WIRE ~ S.S. ANGLE}MC y 1-112" SCH. 8Q S.S. ANGLEjMOUNTING ~ PVC PIPE ~
IN CONDUIT BRACKET'AT BRAGKET~ATTACHED
1' MIN. TO SUPPO C TO SUPPO~T COLUMN. ~'~4~
3.-a..
ANALYZER CABLE N ZER CABLE N
EQ BASIN WALL CONDUIT TO CONTROLL R GONTROLL R SEE DETAIL 3A '`0 ~
MOUNTED AT EQUIPMENT RA K IPMENT RA K ~ WATER TIGHT~~t
COMPRESSION ~
MAX. HIGH CONNECTOR 4~'~~ ~ ~
WATER LEVEL ~ - j ~ Z
ELECTRICAL BUILDING f GALVANIZED ~ lANIZED j 15-112"
CONDUIT r ~ X11
PHOENIX ~,-fl„ t ~g8gsooaEne®na® Agee
SURGE i ~m~ 3 epgba
SUPPRESSOR ~ SEE DETAIL 5 SEE '
LIT FOR MOUNTI DETAIL 2A NG WATER LEVEL ~ a~ ~m ~ o~~ .~eP~
i x I 4 ~ Q ~ ~ n.{ (5n yyd F
CONTROL " IMBED GONDUiT {
PANEL j PLASTIC IN CONCRETE RADIO ETE 12" SEE ~ m® ~tAON~
CONDUIT AND J-BOX ~qm NC3TE ~6°'°
WIRING TO NOTE: AERATION
CONTROL ~'ANEL i. WITHOUT EXTENDER BASIN
MEMBRANE WILL BE
i ~ FLUSH WITH BOTTOM ~
E } aF FLOAT. ctit
I - ; { ~ Z i
f t!
SCALE: NTS PROVIDE WATER TIGHT v
TOWER BASE AS -
RECOMMENDED BY COMPRESSION TOWER MANUFACTURER COAXIAL CABLE IN +~3LV ~ L~ ~Y EI`~ ELE~ EDIT
TOWER GND 5 ohm PVC CONDUIT TO
ADD GROUND RODS SCALE'. NTS CONTROL PANEL «~z. ' AS NEEDED ,r~~ . f 1
NOTES: '"ti : ! i s ~ N ~H`,o~
~ I 1. PROVIDE COAXIAL GROUNDING K1T AT EACH ANTENNA o t?~~~
PROVIDE GROUND CABLE AND CONNECT TO TOWER SECURE TO fi SECURE Ta ~ ALL WITH Z tf7
GROUND GRID AT BASE OF TOWER. COAT CONNECTION - STAINLESS TE STAINLESS TEFL CONCRETE ~ LLj ~
OF GROUNDING BLOCK WITH IDEAL NOALOX OR EC2UAL ANCHORS 4NCHORS C3 > tau
CONDUCTIVE GREASE. ~ W ~ p :J
2. PROVIDE COAXIAL GROUNDING KIT FOR COAXIAL CABLE ~ ~ ~ ~ ~ ~ ~
~ AT BASE OF TOWER AND CONNECT TO TOWER GROUND 112" STAINLESS ; W 4
GRID AT BASE OF TOWER. COAT CONNECTION ~-"r.~ STEEL STANDOFF : ~ j ~ ~ ~ ~ G3')
OF GROUNDING BLOCK WITH IDEAL NOALOX OR EQUAL (TYP ~ ~ 4
CONDUCTVE GREASE. ` SEAL aFF U W ~
3. PROVIDE POLYCARBONATE J-BOX FOR TERMINATION OF CONDUIT AND WIRE d
~ FLOOR SLAB PHOENIX CONTAG7 SURGE SUPPRESSOR. NEMA 4X TO CONTROL ~ ~
~£i'~,`d JUNCTION BOX PAIyEL 1- ~
a CONCRETE SLAB ~
INSTRUMENT RAIN HOOb REQUIRED
FOR OUTDOOR SCALE: NTS MOUNTING HOLES TO SUIT INSTALLATIONS 0
INSTR. SECURE INSTR. ~ ~ qtr :'~~.iit,• dal; ti~'L
TO STANCHION WITH ~
STAINLESS STEEL BOLTS SCALE. NTS,
NEMA ~4X fA ~X ~ PLASTIC BUSHING MOUNT USING STAINLESS CTIaN Bax i STEEL WEDGE ANCHORS
ALUMINUM ANGLE JUNCTION BOX 2112" X 2" X 114" 2112" GAUGE
3l1B LENGTH TO SUIT BOLT 10 UNISTRUT SAL S L OFF 316 SST ~
~ INSTRUMENT ~ WITH STAINLESS I LEAVE SLACK IN CABLE CONNECTING LINK AND W ~ ~
~ N ~ ~ ~ BOLTS, WASHERS J-BOX ~ ~ WIRING TaND AND CHAIN REMOVALENT BYOVENDaR ARDWARE ~ ~ ~ ~
0 ~ ALUMINUM ANGLE SND LOCK NUTS j ~ " " " PRESSURE CONTROL PANEL ~ j J ?s,,. ~
2X11l2X4 WITCH OR LENGTH TO SUIT S uJ
i INSTRUMENT TRANSMITTER STAINLESS STEEL i F-p? Zt~
FLUSH CABLE GRIPS ~ CHAIN OR CABLE Q ~ ~ ~ ~
" CONNECTION CONDUIT AND 2 SCHED ~0 ALUMINUM PIPE WIRING ~ ~ 1 UNISTRUT BY VENDOR ~ ~ ~ ~ ~ NEOPRENE JACKETED CABLE BY ~j
t 1 FLOAT SWITCH VENDOR SUITABLE ~ W ~ ~ Q
4" X 2"ALUMINUM REDUCER t SS CONCRETE FOR UNDERWATER APPLICATION, W ~ CJ ~ ~
1 4" SCHED 40 ALUMIN~iM PIPE ~ 3I4° BALL ~ PRaVIDE SUFFICIENT LENGTH TO ~ ~ ANCHOR BOLTS ALLOW FLOAT SWITCH OPERATION ~ ~ ~ ~
VALVE ' WITHOUT STRAIN ON GABLE C)" J ~ ~ C~ ~
I ~ I ~ ~Z
~ SECURE TO SLAB FLUSH " ~ 316 SST ~ ~ ~ ~ H
~ Wt4 - 3!8" STAINLESS 3t4 WELDOLET CONNECTION STEELANGHQRS CABLE CLAMP BY
FLOATS 1"GROUT VENDOR {TYP} LL.I ~ ~ W ~
WITH WEIGHTS ~ ~ FLOAT SWITCHES, BALL TYPE BY .J ~ CL ~
~ 112°' X 12" X 12" ALUMINUM VENDOR. SEE SPECIFICATIONS FOR ~ E•- C,17 C~ I QUANTITY AND ACTIVATION e~ ~
PLATE » ` 314" TEE 1 ELEVATIONS. I.LJ
i°`' e i r'' ~ dv a 1».y e ~ ~a + ~ 314" CLOSE NQT~: ~ a LAR~ E STEEL NOT: ~ ~
m A T RON NIPPLE W/CAP FLOAfiS CSI 3t4 BALL MINI UI FLOAfiS SHALL BE
~ VALVE FRO N MINIII~UM 1 FT FRON~ WALL
NOTES: DUCTILE IRON PIPE i
1. ROUND QFF AlL EXPOSED EDGES & CORNERS. THREAD TO PIPE ~ _ PLASTIC COATED I CAST IRON ANCHOR
as ~ ETE ACCORDING W!0 WEIDOIET ~ 2. COAT ALUMINUM IN CONTACT WITH CONCR E 13Y VENDOR DATE
~ TO SPECIFICATIONS FOR COATINGS. .JULY 2011
~ # f 3 M
M f E ot~~ 8~,;~* ~ r~ ~ ibt} ;•i .j. PROJECT NO.
~ _
{ r
t'~G ~ TYP { DRN• KAP CHK, LWtul
NTS a SCALE. NTS " . BAI`~ LEVEL ~ ~L~AT SINIT~H, CHAIN PP~RT n~IV. SRS APP.
SCALES NTS E ~ SCALD; ITS ~ DRA+M~1G NO, E
f~ L
}Q 111 1 I-301