NC0024295_Maps_20170921

CONNESTEE FALLS WAS
1Ed DMO a D1 Wan�j WAIN■
5999 GREENVILLE HIGHWAY
TRANSYLVANIA COUNTY, NC
NPDES # NCO024295
OWNER
Carolina Water Service Inc.
SHEET INDEX:
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4944 Parkway Plaza Blvd,
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Suite 375
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C6.12 DETAILS - CLOTH MEDIA FILTER
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Charlotte, NC 28217
C 1.0 COVER
CHAPTER 7
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704.525.7990
CHAPTER I
C7.0 FORCE MAIN - OVERALL
W
Martin Scanlon
CLI EXISTING CONDITIONS
C7.1 FORCE MAIN PLAN & PROFILE
C1.2 EXISTING CONDITIONS -DETAIL
C7.2 FORCE MAIN PLAN & PROFILE
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C 1.3 DEMOLITION PLAN - PHASE I
C7.3
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CIA DEMOLITION PLAN - PHASE 2
CHAPTER 8
CIVIL ENGINEER
LanclDesign, Inc.
CHAPTER 2
-- RESERVED FOR PLANTING PLAN
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-- RESERVED FOR EROSION CONTROL PLANS
CHAPTER 9
Ogg
223 North Graham St.
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CHAPTER 3
C9.0 TREATMENT PLANT - PLAN
Charlotte, NC 28202
C3.0 SITE LAYOUT OVERALL
C9.1 TREATMENT PLANT - SECTION
704.333.0325
C3.1 SITE LAYOUT
C9.2
C3.2 CONSTRUCTION SEQUENCE
CHAPTER 10
C3.3 HYDRAULIC PROFILE
C 10.0 INFLUENT SCREEN PLAN
C3.4 DETAILS - BUILDING
C10.1 DETAILS -INFLUENT SCREEN
SURVEYOR
LDSI Inc.
C3.5 DETAILS -SITE
CHAPTER 11
508 West 5th St. Suite 125
C3.6 DETAILS -SITE
--
Charlotte, NC 28202
CHAPTER 4
CHAPTER 12
C4.0 GRADING PLAN
-- RESERVED FOR STRUCTURAL
704.337.8329
CHAPTER 5
CHAPTER 13
-- RESERVED FOR STORM DRAINAGE PLANS
-- RESERVED FOR BUILDING PLANS
ELECTRICAL ENGINEER
Labella Associates, PC
CHAPTER 6
1520 South Blvd., Suite 210
C6.0 UTILITY LAYOUT
Charlotte, NC 28203
C6.1 UTILITY PROFILES
Jim Henderson, PE
C6.2 PIPING PLAN - BLOWER BUILDING
[e-mail]
C6.3 PIPING PLAN - FILTER BUILDING
704.366.1776
C6.4 AIR PIPING PLAN - OVERALL
C6.5 AIR PIPING PLAN - SECTIONS
C6.6 UTILITY - BUILDING FLOOR SLAB PENETRATIONS
STRUCTURAL ENGINEER
Barry O. Lambert, P.E., LEED AP
C6.7 UTILITY DETAILS - WATER AND SEWER
PO Box 667446
C6.8 UTILITY DETAILS - WATER AND SEWER
Charlotte, NC 28266
C6.9 DETAILS -PLANT EQUIPMENT & PIPING
704.621.3080
C6.10 DETAILS -PLANT EQUIPMENT & PIPING
C6.1 1 DETAILS -WEIR BOX
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NOTES: e 7
1. UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. LANDDESIGN WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS,
SIZES. DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY E Lak P.oa
/ I _ OWNERS WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY
--�\ \_ HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD LANDDESIGN HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK m a
OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. -"
2. AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE �
PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE oras
PROJECT SCHEDULE. LANDDESIGN WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. a
\ \ \ / 3. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER AND
\\ \ \ \ / / �/ -_ _ _ _ �-�� } / UTILITY OWNER FOR IMMEDIATE ACTION. 2
\ \ \ \ \ \ 270° " "� / /� / J� �•-"-• _\ \\ l 1 J 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE 7
CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION,
\ \ \ \ �\ \ \ \I / / / / / / / �� ,l/ /j / / CONSTRUCTION, AND EXCAVATION. -1
\ \ \ '\ ..� / /� �1 )' / % / , , / / / / 5. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC & PRIVATE UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH aP
\ \ \ \` ..-� / /\v /- // / J// APPROPRIATE UTILITY COMPANY y �. G Hill
\ \\ \ \ / / 6. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
�- -�/ / / / \/ tie \ \1,/j(/ i J j/ \ CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. �O�y
\ /\ _ / / / / J \ / / / , / ' / / / ( 1 1 \ 7. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM
N/F \ �= �� // / \ I / / //� / / / % / l / (/ I J I I I ( l \ ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. SITE
8583-57-1211-000 / /
PECKER MARTS D &DEBBIE \ \ -- / / / / / I / / / I/& s. / / / I / � I I I I � \ \ i �\ \ \ \ \ 8. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ��0a Suck ?,o
\ DB/PG 442/446 / �\.\ j J g I , \ \ ai \ \ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. Sp 7•
\ \ \ '� I i \ \ °p\
\\� N. \ /� i\il I ,tial\ \ \� \ \ \ \ \ -
\ 10. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
\ \ ? \ \ \ \ _ � l / / \ °✓o I l \ \ \ \� \ -- PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT LOCATION MAP (NTS)
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UNDER THE EMPLOYMENT OF LANDDESIGN. `
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_ _ \ •'� i "' EXISTING CONDITIONS PLAN AS SHOWN IS A COMPOSITE OF SURVEY, GIS, AND AS -BUILT
\ N/F I 1'INFORMATION. EXISTING CONDITIONS PLAN FOR REFERENCE ONLY. CONTRACTOR TO FIELD
_
2560 I \ I N \ I VERIFY ALL INVERTS AND UTILITIES. CONTRACTOR TO NOTIFY ENGINEER AND OWNER OF ANY
/ -z In >+ 8583-56-1084-000 ( /-'• I N/F DISCREPANCIES.
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\\ \ \� \ \ _ \, � `" .\,: yy` .�"�.�\ �. \ ✓ \ VERIFY ALL INVERTS AND UTILITIES. CONTRACTOR TO NOTIFY ENGINEER AND OWNER OF ANY
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/"i//j/// j/////�%/ �ji \ \\\\,\�, ,��'1\` `� 1`EX.0 IHANLINK FENCE P \ \ \ \ \ \ \ \ \ yT \ \ `�-�
i � �/� /, /�/ / // 1\\\\\ I \\� (TY) \ \ \ \ \ \ \ O� , \ \ - - - ❑T Telephone pedestal - -100- - Ex. Major Contour
_ >,,,- �� j / //��///// // / i''� �,\) ��,\)t",11" t�',\\\\\,\ \./ PORTIONS TO BE REMOVED \ \ \\ \\ \ \ \\ \ \ \\ \ \ \ \ \ �''\ \�OG�O \ \ \ \ \ \ \\ � Electric pedestal ----- Ex. Minor Contour
- / / / / / ) AND/OR RELOCATED \
✓ % / //�� / / / / / / ij11111111,111111)
/1) 1 \ \ \ \ \ \ \ `\ \ �9p� \ \ \ \ \ , - _ - ❑ Fiber-optic marker ABBREVIATIONS
- =Ji/ l �/ i�/i / // c� \� /1, I f fill' i' +�� \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ �1A - - - - - - - - - - - - � Traffic signal box
_ %��//� /�//� /� //% // I f I / \ \ 5 \
/ �� �/i / / -\' / /��%��ll ' I \ \ \ \ \ ` `� \ �_, _ ® Water meter DB Deed Book
/ / lII I 9� V \ \ WOOD FENCE (fYP) A
/ / _ / / / ' \ \ \ \ \ PB or BM Plat Book / Book of Maps
=•" l// ��/� / / _ //� / / , 4 / 11l ' \ \ \ TO BE REMOVED \ `'\ �'\ P
_ �lr //%///i/ / - -,//i,/ /////%/),/ I I I I / / \ \\ \ \ \\ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ _ �' Fire hydrant y
\ N/F Now or former)
j //� % / / ---j/ / //// / !l I // \ \ \ \ \ \ \ \ \ \ \ \ D4 Valve (water or gas)
�////// /// / / //���f/ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ - _ 0 sanitary SF Square feet
_ _ / _ _ / /// / \ S Sanita sewer manhole
'� /' / \ \ \_ O Sanitary sewer cleanout
i' /�,.,� REMOVE EX. CMP SOUTH OF THIS POINT / // , / j/ \\ EX. CMP (TYP) \ \ ` \ \ \\ \ \ \ `` \ Z>cb - Ac. Acres
' /jam ''�// CMP NORTH OF THIS POINT TO BE CAPPED // �/ VARIABLE SIZE AND SLOPE \ \ \ \ \\ \ INV IN: 2625.81 \ \ \ - -- - � Storm curb inlet
�� �'\ WITH CONCRETE AND REMAIN IN PLACE /- / / / t
/ TO BE REMOVED \ INV OUT: 2678.98 \ �" \ \ R/W Right-of-way
/ --,, \\ \ `( -� /// // / (PHASE 1) \ \ \ \ - \ ` \\ - _ \P - - - - - - - - _ Q Drainage inlet (w/ grate)
_ \ \ \`` o P _ _ _ _ _ _ - - NCSR North Carolina State Route
�' - � \ \\\\�\\\\\ dr,(, / / � \ \\ \ \ ' \ \ \ \ \ - \ \\` � \ \ 1�l OD Storm drain manhole NCDOT NC Dept. of Transportation
- - --__ \ \\ \ \\ \ \ I �(` /I / \ \ \ \ \ \ \ \ \ -�_____ - - - - --- - C_Q Utility ole
\\\\ \\\\ \ `\`�\I I \ \ \ \ ' \\ \ \ \\ \\ \ \ - - - - pP Ex. Right-gway
\ i
- "-`\\ \\ \ \ , \ \ \\ \\ \ EX `CL CONTACT TiNK I / \ \ \ \ \\ \ \ \ \\ \, \ \ \ \ \ 1 \ _ . \ \` '� �� - - -- - Lamp post Ex. Existing
\\\\ �\ \\ \ \\ \ \ \ \ TO BE REMOVED I \ / \ \ I \ \ \ \\ \ \ ?%\ \ -\_ `` '•_� _-.-. g P pipe
V -Q- Signal ole RCP Reinforced concrete i e
- \\ \ \ \ \ \\\\\
\\ \ (PHASE 2) \ \ \ � \ \ \ \ \ \ \ \ \ _� .L Guy wire PVC Polyvinyl chloride pipe
-�\ \ \\ \i \ ` \\\ \� \ \\' \ ` \ // \ z .=i--.. -� _ \ \ \ \\ \ � \ g Sin post
\\ \ \ l \ / :;; i:.. '..: �o.. h \ \ \ \ \ _ - _ - - 9 p (M) Measured
` \ \\ \\ \\ \\ \ \\ \ \\\ \%\\.\V1\\\, \\`\ \\ / l� \\ t \ ., ,;.:`:..'-Rti--,O� ;�<. :._: �' \ \ \ EX. FLOW DISTRIBUTION \ - -A - - (P) Platted
\\ \\ \ \ \\ \'• ."`.:. \ �, \ TO BE REMOVED \
\ \\ \ \ \\ \\ \ \ \ \ EX. CHEMICAL FEED BUILDING 11.1;.K..... I \\\\ \ J �.'-: lwcilk�$ -;:.'; :5;, = :,:'..;'.: a,:.. ,•. _ I`_ ,�?. c\ \ \ \ \ \ (PHASE 2) �'.- ` _ (D) Deed
\ \\ \\ TQ BE REMGVED / t : R _ EX. SSMH-5 ". \ NOTE: GRIT CHAMBER MAY BE REMOVED DURING \ _ -
\ \\ \ \ \\ \ (PHASE 2)`` \ I \ . \ \ PHASE I WITH COORDINATION FROM THE OWNER __� -
\\ \\ \\ \\ \\ \\ \\ \1 \ \ \\1 `\ \\ -..::,;:.,.,,_a. TO BE REMOVED=_',.';... ; a':'=.',,-��\ \ \-\
\ AND ON SITE OPERATOR. TEMPORARY PIPING TORE -'�- \�
\ , \ ' \ \ / (PHASE 2) _ \\ INSTALLED PRIOR TO DEMOLITION SEE SHEET 06.10 \
I
It
LOCATION MAP (NTS)
\\\ \\ \ ,\\\\ \ \ \\\\\1\\\\\\k
\ \ \\\\, \ `\ �\ \ v i;:'.' ''.-'::: s.:,_:' _'_ .: '.:t:-.::' I'.:''r.' - . ,:...:'::;:':.` s:. ,` ? :'?\ \ \ \ \ \�\ ` �` DEMOLITION NOTES:
\\ \ \ \ \\ \`\ \ \ , ` `\` , e. S^ . "•`' '''"% .: �': -. , -,i � ?" \ \ \ \ "-- \ \ `-- 1. EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES. REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING INFORMATION.
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\ \ \\ \\\\ \\ \ \ \ \ ` \ \ \ , I \ -!Y. j : ^ . ; ;,_.: . ; %`. `:::. ^::;... _., ., I �"Y -. _ /`�\ EX. GRAVEL (TYP) �„ "`� ` CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT PLANT OWNER AND ON-SITE OPERATORS
\\\ \\\ \\ \\ \\ \\EX.CLCONTACTTANK \ ��'=,t::.- 1_.`'':,..: c:.:...--`�:`.:.L'_ ` .,,:.. ':,�\ \ `.. \\ �'`,� EX. TANK �•"•, \ _.._-- _
\\ \ \\ \\\ \ \\\ TO BE REMOVED ��'�% ; #,-"-::;,_.._'.: ": -,.:t;; ,: ,,.._.:. .,: �. ,_ ..:,.. y � l I \ \:.,�.;; :• :_'> \ \ \ TO BE REMOVED 2. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE AND RECYCLING PLAN TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES.
\\\ \\\\ \\ \\ \\ \\ (PHASE 2) I i'`;`-::=":'.`L>:'._1_.,`:^'..';j.-a'`,.%::�;,Lir:::_'):.z.:���' \ \\ ...;::.:'a \ \ \(PHASE 1) �` .\
\ \ ' \ t , 4 } \ _ ' . �� �� \ - "' : \ \ \ �` 3. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
\\\\ \ \ \ \\ \ \ �\ \ \ I I I �' ' \ "r,; s •.':.i1' ; ::.:,(; ';: {,�:.' l EX. SSMH-4 \ - :,:'...a \
\\\ \ \ ^'\ \ \ \\ `�` 1 I `h ' ` '' I ,l :' _, .I - ss \ TO BE REMOVED \ \ .. \ \ �` \`'• 4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT
\ \ \ \ � `\ i I 1 f I � 1 0 ' I'' 1 zr I:. ,�. ( \ \`` /;:�;,' -.' A \ ___1 \ \ \ \ \ '\_,_ .� DRIVEWAY, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE OWNER.
\\ \\\\ \\ \ I f gip..°:.:<' '(� \ (PHASE 2) \\ .:-..-\
\1 \ I a
\ \ „ I I I I I' I ' I I , ` 1 F';,_.., '- �\I \\ _ , ; \ \ \ \ \ \ G TO BE REMOVED I 5. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
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\\ }\M\\
\ \ \\\ I I I I I f I. / I I \ \ t,�', Ss 4 ' • 9 (q tt \ , . _ A . ':\\ \ \ \ \ ONLYAFTER BUILD NIG#1 HAS BEN COMPLETED -__
SPECIFICALLY EXEMPTED BY THESE PLANS
\ \\\\ M\ \ \\ I I I ! I I I I I I / // / If 1 ,' I ss -,.. �.+:,,:.'" :'.' "'': � \ N \\ \ - `'; : ;''" ' \ \ \ �• EX. STORAGE BUILDING 6. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFFSITE INA LEGAL MANNER. (PERMIT REQUIRED
\\\\ \\\\\ I III 1 < <' I I I I If f 1 f / /"� /� s : .:�'\ \ , \ EX. WORKSHOP / \\>\ `\ \ \ TO BE REMOVED FOR OFF-SITE DISPOSAL)
\ \\ \ (PHASE 1) 7. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS
\\\ 1 1 1 1 1 1 I f / 1 I I _ '"ri :': (. '.'.'-' ' -'':_ ; \ \ \ \ - _ - _ - OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
/ / / �\ i..,::!:_..,�._-::e'`_-i -,1 TO BE REMOVED ...:::,'.;. �_, m�::...':'.� ..N \ \ \ \ �-- - --�" PR
EX. EFFLUENT PIPE TO OUTFALL \ 0 / 8. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND
\� I 1111 11� 11 1 11 / / 11_:T?:.:. =:::r,'.:.°4 `L.� N (PHASE 2) _�. .. �{ \
\1 I 1 1 I f (APPROXIMATE ALIGNMENT) / _ \ \ /� \ \ \ \ \ \. �,.- / / UTILITY OWNER FOR IMMEDIATE ACTION.
1 I I I1 CONTRACTOR TO VERIFY LOCATION / // x \ '.;::.-, >:.......;..-!\ v, l ri.^.:"F::;-.:::"::,';? ,--'„ \\ \ \ "' i��//,
1 1 1 I 1 I I� 1 AND DEPTH PRIOR TO THE START / / ::,;. ^.�'';:"`;,:..`<::!\ \ \ - ',., � \ \ -- -.-�- `�'�7.�
II f I! I �' f f // / ��..;,, •,,;.) \ :,;,,:::; .'? A , .4 \ \. i ,� / i 9. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTED'TO BE REMOVED". ALL MATERIAL SHALL BE SEPARATED AND
1 1 / 111 IJ ((( 1 f OF ANY CONSTRUCTION ACTIVITIES / / / li.:;,.:::,..;.::; f. ,` EX. SSMH \ \ \ \ \\ \\ _ ,//// RECYCLED TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL KEEP AN ACCURATE DISPOSAL AND RECYCLING RECORD INCLUDING WEIGHTS AND
1 /!% l TO BE REMOVED \_' .'::�'`" -.; t;,;,'.`i.' . -:! \ / VOLUMES OF ALL DEMOLISHED MATERIAL.
lfff f1'�f11 �I I / ///\f' 1111T,
f I I I 1 I I I // /// / ��----'-' :,_::-_::.;.;..4."11,:.\ \\ 0 (PHASE 2) � \\
i I I / J ' f 1 I f I f / I q� _ t t '` i;;I \\\ \ \ \ \ \ \\\ -•-"-/ /// / // 10. CONTRACTOR TO PROVIDE THE OWNER WITH A RECYCLING PLAN PRIOR TO THE START OF CONSTRUCTION.
I
/ / ! I I EX. CHLORINE FEED BUILDING I I ''.'.:''i :'::-:%:� 1 \ V. L ,� .- "'-;~.`', �"'''�'' ""'! \ \\ \ \ / / 11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
f f I 111, f i f I f ! �,////
/ /// {! J f 1. TO REMAIN UNTIL PROPOSED x� 1i'�a~_;:' `-, ::, c: `:..:- : ;tt $ \ , •' \ - _/
Iyt \ I. %" ' '.'� ;', .:.: `I \ \ \ \ \\\ \\ --"� / / / /// UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
III I I f I l / // � TREATMENT PLANT HAS BEEN \ �.`, .: =::;'..:_'<;'.,_.:• �.' ,"', :;.t"..`.::\ $ EX. AERATION BASINS t' ;; :::.,::.;':-3....� <.A .,.:":.;:<"! \ \ \ \ \ / /
I f I I f (/ / // ( �3 (,., $S �� TO BE REMOVED I. .'. \ \ \ \ \\\\ \ _ _ / /� /� 12. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
rf 1 PLACED IN SERVICE x i..;-'.,; .:::."::;�:-, _: ;_,._ ..,,'.: \w . ,:.: .. \�\ \ \ __- ,' //
I I Ill' I f f f I1 1 + f 1J� + /` / //. L� (PHASE 2) <:: _ ;',;..` ; +_ = , ,;. I� _\ \\ \\ \ \ \ �/ / 13. CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING
fI I I III I' " 1 ' 1 / //// / / / / / / // / 1 �I ; .., `:. ._'F:''�`. ,.. :: t I a EX. CLARIFIERS j \ ' ' +., ,. \\\ \\ / / //� STORM EVENTS.
f ( f f I III I i I I / / %.. 0 t '� ; TO BE REMOVED ",`,:.. f':`," :,- „�:;` -':.. ' !'';:_ :.,,\ /, ..,. \ \ \ \ \ \ \ / / / : 14. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW
J / w:; PHASE 2
III f f f '' ( / / ( ) _ i� i `• .;: ,.. \\ \ \ / CONSTRUCTION.
IIIll, I / / :.::... .::.:::::.
I 11 / / / - 1j11 _ ';-•:.::: .:.:::;'s,.:, \ \ \ I 1 , i /
f f I f f f f f I I / EX. SSMH-2 .;.:,.:!\ i': ,:�.._., ::._ : -; \ \ \ ' 1, / /'' /i 15. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
I i I If fl I II It////,
l////
//l t.':<.;,:::::'�..:.-I..:.,.\.,,,-% i\ , -...-:<..;., :: :\.::: :.';:`.'... ::.., 1 \ I / //
if f f I ' 1 / / (r0 REMAIN) x t.:..:, _:::,\ o. �L ,...-::;: ;.' . ; .-,,. , ; :. ; ; .- I I / /// OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
11)) / V I I 1 I I /) I f fi h 1 I It 1' /' J ll` / // / n. . N i\ i 3 ' a 1 � I'' I I ( / NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR
// /� Y/), / J� �J f1 1' // /// f I I ,....... 1 _ t� .� \ l i I ' / // / �- TO CONSTRUCTION.
/ ////,/ / / / / f/,11,11// / / �� / x' I,_-.,:,---:, -11 -,;,;,, _. \ � , /�c�.::.:... .: ...' ;;: ; ;: 8" DIP ' ' ' ' i/ -"- I I I 1 ✓ / 1 7-7 // 16. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
//// // �// /// // �� / /// i// /// f I ; \t I \ t, 3 / \ \ ' TO BE REMOVED FROM : ^ - \' `� l / l / I � (� // ,/ " , / WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
/ JI /// /// /// ///�//// /// / / ` t ; _:;.:•.;,�.,; .',;' a.= \ 7 i" •. -::..: ; ;..,') ,-:;r' -,'� :>' VALVE TO GRIT CHAMBER : ,::y'/ J l / I t �/ // / /// 17, PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA.
/// � // / i/ /, /�/ /// I 'c :�:: "; ._. \ i_':--._..,;: ::<''.:.: '.'>": :':�:;�:=<J:;.'..(PHASEI) ?..: `1 % / / ' I� /
/ / //// // % / EX. AEROBIC DIGESTER \t . "`': ` �' - - ': ' - , , .) // / I 4"' / / // ///j i THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
..
/ ... a / �- l I / / / i / DEMOLITION, CONSTRUCTION, AND EXCAVATION.
���
TO BE REMOVED .,.y;.:_.;,".."::"': ' r::. -:: ;.. - - / /\ (\ 1
�� BELOW RADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER RECYCLING
//, //, / //// , /// ` (PHASE 2) f �,; N \ \ �� �t , .... , ,.... , ..,. "�''-'-:"' c .' // i \ ` / / �J�/,�� /,,,�_ 18. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET ELO G
// / , '' `" ' : `'' `' :� /� AND/OR DISPOSAL OF ALL WASTE MATERIAL.
III
/ //7/// �// // �� /n / \ t I •�Ix ' A N ` ` J M gv-'C' \ / � 1 / / / J \ ` ✓ / ���/ / 19. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.
I
/ /�// J//� /� /// \ I �-'� \ \ / 20. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. RELOCATION
!/J J // /� / / \ I M � 0 � �--" \ \ / � � .,,�� 1 / p I ` \, / / ///// OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE
//r //I // / f \ \ L 1%,,,- _i. \ '\ / / \ , I \ / /// ///// WITH OWNER.
/ M t /
�\ f I //�� �� �/ / ".>'_,,,(T^:.`�� x M ` ` \ \ a� �// / "\ \ \ \ / / /! / \ \ , I ,' \ i 1 / / / //%/////(/% / �\ 21. CONTRACTOR SHALL REMOVE THE EXISTING LIGHT POLE IN THE DEMOLITION AREA AT THE OWNERS DIRECTION.
�! J �/(! 22. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
III
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I 1 /� // \ ! , �. ; �„ TO BE `L:FMAO EE) \\ Ex SHED x \/ I INV: 2618,8/ ���/ // INV: 28.00 ! \ \ t \ \ / /l // �/l \ 23. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
/_ \ 1 \
/ �/ / i-9-_/.--"L:,*!,'�% •.• 5'i`:'',:�'_:;'a;., _` ; '-' \\ i c/� \ 1 I / //\ l \ , \\ \ ".�, �- \, // /// / / -ze?a, 24. CONTRACTOR SHALL VERIFY AND
APPROPRIATE UTILITY COMPANY PROTECT ALL PUBLIC AND PRIVATE UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH%
;,� I - /' \`. I \ ,, _ -n - _ / / // / 25. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNERAND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
-- ...,; t "'� Q'p�j \ I \ / / �_ v ' \` \ EX. CHAIN LINK FENCE MP) ' / CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
�• 1 \ j I �\ \ PORTIONS TO BE REMOVED ,� / /t/////
\ -' - z.�,t - ' ` ' ' -"� \ \ / / -- -„ :: - ``'� AND/OR RELOCATED / / / 1 26. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED
\ \ \ (. -;: t, ;_ f :,; - `'' ; .` ` `:-�-. `�- - .. I \ / `, I X � _ _ _ /// /'� _ ,-"-' �.._-'� \ ' �- � / FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS.
L ,.. % .... EX. OFFICE . A \
/ INV: 2624.65 /
\ ::, .:.:...::.,.. : / \ . \\� \ 2630 _ _ / / //� \\ \\ \ / /'�j'�t I
\ \ TO BE REMOVED �I " ��_ `�% \INV: 2615.77\ \. _ / / /i-- �� \ "`� \ \\ \, \\ \ / I .__ 27. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
(PHASE 1) ";"; ::>:=. t s \ \\ \\ -�, ._/ / EX. GRIT CHAMBER \__ �_` � �� \ \\ , \ \�\' / I 1 AREAS.
\\ � ,.:: '.<: -,:;.; : �' `, = : : *_ � �:.' :: - \\\\\\\ EX POLE (TYP) / / r / / TO BE REMOVED \ \�\\ \ \ HE CONSTRUCTION LIMITS.
\ \ X
\ \ "'•'• = .LIGHT )
. „ , ,::..- ..; .::.: - __.�. :: :'..:: _- \/r \ \\ `� \ \ \ J 28 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE T
\ : " ` "" %` ,'_i� ., \ \\ TO BE RELOCATED . / / PHASE 1 -\\ \ `^ ? \ \ �' \ \ \ 1 / f
\ \
\, \ - .:, . 't. ,.'_. •,,.a.::...'r ::, r: r\ \�\�. PHASEI / /vq // ( ) -\ \ \ \ \°?s ..,,� \ /
\ ::' :�' - % -::%::(`. " "i `'c:-:.` t:;',;':�:::;".;::`i :::.: .,'C , M �. ( ) .'� / -, \ \ \`^ / f 29. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
\ \ \ .� � ` \ , - \ a 1 Cp\� \\\\ �\ \ �� / / /0,yo /// ! -- \\\ \\ \ \ \ \ \ \ \ \ \ ` ,- / 11 30. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
\ \ \ �•�; r:.,:..,..._ �:,�.� ,•'..-,:%':-_:'•. :.:'`.. _ ;`. -:; -;' :., _.'/._.; . ' \_ M \\\\\ \\ / ; t• // / "�\\ \\ \ \ \ \ \ - PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS
\ \ \ \ \ \ �� ``.. \., ...:::: '. _ ,:. r'..- 7.e`..±' �:.' :",:.:."=- ,i:.;::.;..... ,.y,.•.t ..` \ SIS 1 \ \ \\. \\\., \�,�\- � ,/ // / J / ry0 / \\ \ \ \ \ \ \ III r -
\ _ \ \ \\
\ °• --� \ , NOT UNDER THE EMPLOYMENT OF LANDDESIGN
\ \ /i / /\\ \ \ \ /fI
\ \ \ \ \ /.,';r: W.(' ' `; :;.::": ' ::i: .>L \ F cP \ / /// \ \ \ \ \ \ J l
\\\ \\ \ \ \ \ \ \ - '.. :; .,. :� �_
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\ \\ \ \ \ \ \. \ \ i EX. SSMH-1 \``^�::: ;' -•::'.::'�,.,'S-,`Sr.,\�, \ \w�u \ t \\\\ ` . \ \ \ \ \ \ \ \ \ \ \ \ \\ /
\ .-...:: , ,}"_''.',<: .:::.`_::'.: .:_ .,:,./ a \ INV: 2603.72 \ \ \ //
\ \\\ \ \ \ \ \ \ \ \ \ EX. GRAVEL (TYP) (TO REMAIN) \ -- , `,\ :"i' ,. - :':/�' \ 1\ �'N� , U ( \ > If t\ ` \\ \ \ \ __�
\ \` \ \ \ \ \ +
\\\\ \\ \ (z I\ \ \ "",- -2600- _ _ _ _ -=`. , - -� '.\\'11 \P ,�\�\\�`\�\\ \ •`•-..- _
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\ `\\ \ Ups \_ \ \ \ \ \`� __ ` LIMITS OF US RVEYQYP) _ _" - - -- - - - -� `�..' : , ;. .*W t/oP z ,___- „--•a �.--
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\ \\\ 'a ' G \`. \ `�. \ _ 4�':' .N< \ \UGP -
\ , Gel %, � \ \ \ \ \_ \ \ 5 :?X: \, l GP
\ o !� \ \ \_ , ..Vis. -y._"`,:;',- �.., ;. �_ ,.:._�.�:,-,: -'- cP
. /�_ \ INV: 2601.40 i�.:;<:`;:< t.- .
i - I \
31. SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARDRAIL, ETC.) -THE CONTRACTOR SHALL
CONTACT THE ENGINEER FOR FURTHER DIRECTION.
EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES.
REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING
INFORMATION. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH
TREATMENT PLANT OWNER AND ON-SITE OPERATOR
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
17%
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LEGEND and NOMENCLATURE
' EX. 15 CMP (TYP)
ALIGNMENT NOT FIELD LOCATED \ \ \ SYMBOLS
/ / //// / / //�.�" .. �\\\\\ \.�\\ \ `\\ �`- � \ \,, + ` \ \ \ \ \ \ \ \\ \ \ .� \ \ \ \ --- • Ex. iron pipe/rod or nail
- - - - - - Ex. concrete monument
s� \ ----- pipe
�/�\�\\�\\�\ LIMITS OF SURVEY(TYP) \ \ \ �'� \ \ �\ ,\ �- s • New IfOn
/// // INV: 2588.13 \ \�I
B \ - Calculated point
/ -ice \�\\\`"' �\ 1\ 1I I\ \�` '` "`,-„'-.�,,.\\ \ \ OG \. \ \ - �.---
� ��/ \ \ 1'' \ --- '/ \ \ \ \ \\ \ \.� \ \\ �2a - - - - -""" © Cable pedestal
/�/ / \ \ �` \ � � \ \ \ Telephone pedestal
�E \
Electric pedestal
Fiber-optic marker
-✓ X
Traffic signal box
S Water meter
It 1 +I'' Fire hydrant (
D4 Valve water or as
Sanitary sewer manhole
Sanitary sewer cleanout
\ \
��//j
E:1
Storm curb inlet
Drainage inlet (w/ rate)
Storm drain manhole
Utility pole
�\\\\\\\\\\\\ \\\\\ \', 1 ( \\ \ \ \ \ m ` \\ \ \\\\\\\\ \ \ \\ \ \ \� \}- - - - - - Lamppost
- \\ \ \ \ \ \ \ \ \ EX. CL CONTACT TANK \ \ \ \ \ \ ` \ a Signal pole
=! \\\ \\ \\ \\\\ \\\\� TOBE(PHASE )\� \ \ \ \\ \\\\\ \ \ ?�� \ \ _
i\' - L Guy wire
\ ` g Sign post
?moo
\\CHEMICAL FEED BUILDING
\---------------
\\ \ \ \\ \ TO BE REMOVED I 1 EX. SSMH-5 \ -
\ \ (PHASE 2) J \ . • EX. FLOW DISTRIBUTION
\\ \ �\ �\ \\ \ .' (P BE REMOVED \ TO BE REMOVED�-
\\ (PHASE 2) \ e� \ \\ \ \ \ `� \\ \ \\� "'� \ \ �. �..�
\\\ \ \ \ \ "'- --- DEMOLITION NOTES:
\� \\` V ' I \ "J Ii �t \ _` \ ---- 1. EXISTING TREATMENT PLANT TO F
\ \ \ ` \ 1 \ CURRENT PERMIT LIMITS.
LINETYPES
- x -
Fence
OU -
Overhead utility
-
w
Water
- -
- SS -
Sanitary sewer
SD -
Storm drain
-
- -m5 -
- Ex. Major Contour
- - - -
- Ex. Minor Contour
ABBREVIATIONS
DB
Deed Book
PB or BM
Plat Book / Book of Maps
N/F
Now or formerly
Pg.
Page
SF
Square feet
Ac.
Acres
R/W
Right-of-way
NCSR
North Carolina State Route
NCDOT
NC Dept. of Transportation
R/W
Right-of-way
Ex.
Existing
RCP
Reinforced concrete pipe
PVC
Polyvinyl chloride pipe
(M)
Measured
(P)
Platted
(D)
Deed
Slick
LOCATION MAP (NTS)
\ \ EX. CL CONTACT TANK ' 1 I^ ° / \ \ \ \
\ \ 1 �� / \ \ 2. REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING INFORMATION. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT PLANT
\ \ \ TO BE REMOVED \ \ \ \
(PHASE 2) I " \ \ �.' / -'� \ \ \ / ) �\ \ \ \ \ �\ \ \ '^� \ OWNER AND ON-SITE OPERATORS
'' II' _ _ EX. SSMH-4 3. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE AND RECYCLING PLAN TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES.
/ I-' 1'! ` T OHBASE ZMOVED \ \ \\\ \ / \� �\ \ \\ \ \ \ ���` �\ �`-- --�., 4. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
\ 5. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT
DRIVEWAY, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE OWNER.
6. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
1 \ \\ \ \ SPECIFICALLY EXEMPTED BY THESE PLANS.
\\ \ \\ i 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFFSITE IN A LEGAL MANNER. (PERMIT REQUIRED
\ \\\ N 1 I ! 1 + I I f / / t / 1 " 1 EX. WORKSHOP \ \ \ \ \ - FOR OFF-SITE DISPOSAL)
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9/19/2017
FINAL DRAWING - FOR
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NOT RELEASED FOR
CONSTRUCTION
\\\\REMOVED \ \ \ \ \ \ �-- - --� / 8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS
EX. EFFLUENT PIPE TO OUTFALL / o i ,, (PHASE 2) ? �\ \ `\ \ \ / / OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
(APPROXIMATE ALIG
CONTRACTOR TO VERIFY LOCATION
9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND
AND DEPTH PRIOR TO THE START /N t % 0 �� EX. SSMH3 \` \,� \ \ \\ \\ ` �. / UTILITY OWNER FOR IMMEDIATE ACTION.
OF ANY CONSTRUCTION ACTIVITIESIt TO BE REMOVED 10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTEWTO BE REMOVED". ALL MATERIAL SHALL BE SEPARATED AND
(PHASE 2) \ \ \ \\ -^'. // / /' RECYCLED TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL KEEP AN ACCURATE DISPOSAL AND RECYCLING RECORD INCLUDING WEIGHTS AND
((�J�
1EX. SSMH ` ° \ �\ �' VOLUMES OF ALL DEMOLISHED MATERIAL.
! 1 -2
EX. CHLORINE FEED BUILDING �N \ (TO REMAIN) \ \ --'� / / �,'� 11. CONTRACTOR TO PROVIDE THE OWNER WITH A RECYCLING PLAN PRIOR TO THE START OF CONSTRUCTION.
J / TO BE REMOVED o A EX. AERATION BASINS' D V A V \
(PHASE 2) v 1 TO BE REMOVED .-v.VA\� VA \\ \A\ - / 12. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
II III III II, (l / i i�I
w / UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
� 13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
II I 111 111 1 I I I I 111 I 1 i 1 I /% EX. AEROBIC DIGESTER VA V A \\ \� // / /�/ j / 14. CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING
' ,1 TO BE REMOVED \ \ �\ \ \ \ \ `\ \ / // STORM EVENTS.
II I III 1111 It III1111 111111
(PHASE 2) I U //
1 t, 15. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW
CONSTRUCTI
N.
111 ' 1 ' I I 1 Ill f �I 1 ' �1 I 1(/ 16. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
x �L OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
/ / /��w i
��� �// NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR
l I // ALLDEMTO DEMOLIAND TION
OBE REMOVED ) J •j "� �1 / /'� 17 WITH ALL HE CONTRACTOR REGISTRATION STRATTON REQUIREIMENTS OF ALL L GOVERIN NG AUTHORITIES. CAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
ERS
(PHASE 2) T �-.., _ J/{
/I 1 / / / 18. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. (�
THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO LU
I DEMOLITION, CONSTRUCTION, AND EXCAVATION. _J. �
° I ` 1 0 / '� • \ \ \ // / '\�- 19. MINIMUM DEPTH FOR REMOVAL OF ALl OBJECTS SHALL BE THREE (3) FEET BELOW GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER RECYCLING 7 O
/ -/ , \ .� / / / // \ AND/OR DISPOSAL OF ALL WASTE MATERIAL. Q
1 1 1
// 1 20. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER. LL W z G..
//,� j 21. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. RELOCATION
�// %� / �J ,/� / -�_\ \'%\ \ \`SS ` / �, //" /� / OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE W W U '
\~' (,w�l j/� / WITH OWNER.
Z / 22. CONTRACTOR SHALL REMOVE THE EXISTING LIGHT POLE IN THE DEMOLITION AREA AT THE OWNERS DIRECTION. � \/ ;
V �
INV: 2628.00 - �. �" � r' v 23. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY. N <1 LL
l
INV., 2618.1
�-
/ 24. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
25. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC AND PRIVATE UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH LA. W
UJ
N, ,F,y \ v \ APPROPRIATE UTILITY COMPANY Q 0
a �'\ \ �/ __ ""�'= -� `" -Fiy V 1 zbzs 26. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND L {,)L
��..r'�--"� CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
V \ + X \ - - _ / -'�'� " �� Ate` VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED Q
27. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VE .I
FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. f� � z-
+
' ' ..-.-FM.� J O
\ \ \ a' X X � � =''',:. N 6C �\\\\\vA --- _,�-- x -- � / // /// /�/' -_-�.. v� vAA \ AA \A �` � '�"' .- ` it m �-� FM. 28. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
?\ w v v tib"' - AREAS.
UJ
29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM ANDJOR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS Q
x '�'<r•.�'.;`,`,;>',.',A vV AV A -._,- �. / / � � \ \ .� I v v v e A x."=`':`::.:...:::;>';':r'..,, v 6 v\ \v A\vv / / o �� V A \ V A j xers U U 0
\ A ooh � � ''"' • '' `" "T'" `` ��''� � ''""' - �. : :- . �.-. `-':•:=:''-:,i_.:.. `"r ,i� - -:::� F 1 V Gp� �Av�-\�� VA�.�/ / � / / /�' �/ /'�-�.A \ \� V � V �" V ( 30. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
\ V A a, .:',._ _ L',.• :_ „1;:-..: ",a SS M 1 �V vA.�VC �AV'�'- / / 0�`O -�- A \ \-
\ \ ; :...: \ G�A�„ A��.�.. / ti / �o, A 31. PROCEDURES,
SHALL NOT BE IN CONTROL IN CHARGE IO AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
� ; =' � • --.'. � � `� AI S � vw \ ��_�'� �= ..� / / % � // � � \\\ A \ \ \A \ \ V v v v � 1 PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS
v U A �� / V v v 32, NAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARDRAIL, T ) - THE CONTRACTOR SHALL
y \\ `� \ \ \ / NOT UNDER THE EMPLOYMENT OF LANDDESIGN
\ \ x \ \\ _ �// .� I t\ \ \ \ \\ �. �,\ \ \ f / N FE ES G IL ETC.)
SHOULD THE CONTRACTOR ENCOUNTER ANYADDITIO
CONTACT THE ENGINEER FOR FURTHER DIRECTION.
r
\ \ \ \ \ \N \\Ucp \\ 1(\INV: 2603.72 \\ \ \ \ \ \ \ \ \ / SECURITY FENCE NOTE: F
EX. SSMH-1 \ .: ... �..n. .. t
\ EX. GRAVEL (TYP) (TO REMAIN) i; �� �\ EXISTING SECURITY FENCE AROUND THE PERIMETER O
:,- u.\ > \
THE PROJECT SHALL REMAIN IN PLACE DURING
Ucp CONSTRUCTION. CONTRACTOR SHALL ADJUST FENCE
LOCATION AND ADD ADDITIONAL FENCING/GATES, AS
NEEDED, AS CONSTRUCTION PROGRESSES. SECURITY
FENCE TO REMAIN UPON COMPLETION OF THE PROJECT.
-21100 ,.[_:..`.`.'UGp"�.` ._ '
410,
` --..� ,---._ -2800 - -. - - - -. - - _ ,'� .; T'��.',',,�.``:': r:.W UGP i
OGT \\ \ \ \ \ `\ LIMITS OF SURVEY(TYP) � - -� \ ^s" :y\:.- :.. �::.. ..•. L, ��
\ \\\c'6 \`•`� �\ \ \ �� „`\ `'`'-_ _-.._,` �'- -,---.- --�... `".'--..,,�_ - \ \ ``��.::, "`'` W \� UGP
\ \� GP
UGP
IN 2601:40
....,. BEFORE YOU -
5:CALL -4949 O _
N.C. ONE -CALL
2-494 CENTER m } to }� V N 00
IT'S THE LAWI , . . m Yk •
I[
10 0' 10' 20 40 01UJ

1
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N/F
8583-57-1211-000 2
ER MARTI D & DEBBIE / ARQQ
S N/F 6Q
DB/PG 442/446 / / / 8583-56-1577-000 \ v4,
TRANSYLVANIA UTILITIES qRy
/ DB/PG 290/429
CONTINUATION OF
/ ^•, �„
EX. FENCE NOT
♦
N/F
8583-56-6509-000
PIPING NOTE:
PIPING FROM THE PUMP BUILDING TO THE SBR SHALL BE
NOTES:
1. CONTRACTOR SHALL ENSURE ALL PERMITS/APPROVALS HAVE BEEN OBTAINED PRIOR TO THE BEGINNING
CLASS 350 DIP
OF CONSTRUCTION.
PIPING FROM THE SBR TO THE FILTER ROOM SHALL BE
2, THE OWNER SHALL PROVIDE THE FOLLOWING EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR:
PACKAGED TREATMENT PLANT IN A CIRCULAR STAINLESS STEEL TANK.
CLASS 350 DIP
(1) SEQUENCING BATCH REACTOR
THE TANK AND INTERNAL COMPONENTS SHALL BE INSTALLED BY THE MANUFACTURER. ALL
ALL EXPOSED PIPING ON PLANT EQUIPMENT SHALL BE
CONNECTIONS TO THE PLANT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
INSULATED AND HEAT TRACED. CONTRACTOR SHALL
COORDINATE WITH MANUFACTURER DURING STARTUP AND
2.1. (1) SBR SYSTEM CONTROL PANEL
2.2. (1) MAGNETIC FLOW METER &AUTOMATIC CONTROL VALVE TO CONTROL POST EQUALIZATION TANK
COMMISSIONING TO ENSURE THAT INSULATION IS
PROVIDED WHERE REQUIRED AND DOES NOT INTERFERE
OUTFLOW.
2.3. (16) AUTOMATIC CONTROL VALVES REQUIRED FOR SBR INFLUENT, FLUSHING, SLUDGE RETURN, AND
WITH THE OPERATION OR MAINTENANCE OF THE
EFFLUENT CONTROL.
EQUIPMENT.
2.4. (1) UV DISINFECTION SYSTEM INCLUDING CONTROL PANEL
FILTER SYSTEM INCLUDING CONTROL PANEL AND AIR COMPRESSOR
/
2.5. (1) TERTIARY
2.6. (1) PACKAGED FLOW MONITORING MANHOLE.
SCREEN INCLUDING BYPASS FLOW CHANNEL TO BE INSTALLED AT THE
BEFORE
2.7. (1) VERTICAL INFLUENT
SECURITY FENCE NOTE:
EXISTING LIFT STATION.
EXISTING SECURITY FENCE AROUND THE PERIMETER OF
3. THE OWNER WILL PROVIDE THE CONTRACTOR WITH SHOP DRAWINGS AND O&M MANUALS FOR THE
THE PROJECT SHALL REMAIN IN PLACE DURING
OWNER SUPPLIED EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RELATING TO INSTALLATION INCLUDING THE REQUIRED WATER AND
CONSTRUCTION. CONTRACTOR SHALL ADJUST FENCE
FAMILIAR WITH ALL SECTIONS
ELECTRICAL CONNECTIONS PRIOR TO THE START OF CONSTRUCTION.
LOCATION AND ADD ADDITIONAL FENCING/GATES, AS
LO
a '
NEEDED, AS CONSTRUCTION PROGRESSES. SECURITY
FENCE TO REMAIN UPON COMPLETION OF THE PROJECT.
4. ALL EXTERIOR EXPOSED PIPING SHALL BE INSULATED AND HEAT TRACED. CONTRACTOR SHALL
COORDINATE WITH APPROPRIATE MANUFACTURER PRIOR TO CONSTRUCTION AND DURING STARTUP
NOT
8583-55-3841-000 I
AND COMMISSIONING TO ENSURE THAT INSULATION IS PROVIDED WHERE REQUIRED AND DOES
50' SETBACK \
INTERFERE WITH THE OPERATION OR MAINTENANCE OF THE EQUIPMENT.
5. ALL FITTINGS SHALL BE FLANGED AND SECURED WITH STAINLESS FASTENERS.
BRACKEN ERNEST LEROY
6. ALL FASTENERS (BOLTS, NUTS, AND ANCHORS) ARE TO BE 316 STAINLESS STEEL,
4. THE ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH LOCAL UTILITY SPECIFICATIONS. SHOP
DRAWINGS SHALL BE PROPERLY SUBMITTED FOR APPROVAL.
5. ALL EXTERIOR CONDUIT AND CONNECTORS/HARDWARE TO BE RIGID CONDUIT AS SHOWN AND
SPECIFIED ON THE ELECTRICAL PLANS.
ADDITIONAL NOTES:
1, APPROVAL OF THIS PLAN IS NOT AN
CONDITIONS WARRANT OFF-SITE GRADING AUTHORIZATION PGRADE LD
PERMISSION BE OBTAINED FROM THE ADJACENT
PROPERTY OWNERS.
2. NO ONSITE DEMOLITION LANDFILLS (STUMP HOLES) WILL BE LOCATED ON THIS SITE.
3. ANY DISCREPANCIES FOUND IN THE FIELD OR APPARENT ERRORS IN THESE PLANS SHALL BE CALLED
TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING WITH WORK.
4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE
PROTECTED FROM INJURY.
6. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,
PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THE PLANS IS BASED ON THE RECORDS OF THE VARIOUS UTILITY COMPANIES
AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 46 HOURS BEFORE ANY TRENCHING OR EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES. FOR ASSISTANCE WITH FIELD LOCATION OF EXISTING UTILITIES THE
'
'
� o
CONTRACTOR CAN CONTACT NC ONE CALL CENTER AT 1.800.632.4949.
THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR
N/F
8.
OUTSIDE THE CONSTRUCTION LIMITS.
DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS AS IT IS A REPRODUCTION AND SUBJECT TO ERROR.
u
9.
10.
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN -BACKFILLED TRENCHES
/
11,
AFTER THE PIPE HAS BEEN PLACED.
THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO PREVENT
N/F
z
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE
8583-55-6677-000
I 10
I
APPROPRIATE CITY/COUNTY/STATE SEDIMENT AND EROSION CONTROL ORDINANCE.
YOU DIG STOP, CALL THE PALMETTO UTILITY PROTECTION SERVICES INC. AT 1-888-721-7877.
/
12.
BEFORE
SHETLER THOMAS V &
13.
ITS THE LAW.
SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION
BOUNDARY TYP.
14.
SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL & PLUMBING SUB -CONTRACTORS AND
TO CONFIRM THE LOCATIONS AND SIZES OF ALL ELECTRICAL AND
_ _
— — `
SUSAN K
VERIFY ALL EQUIPMENT DIMENSIONS
PLUMBING CONNECTIONS PRIOR TO THE START OF CONSTRUCTION.
OD
i U
LO
a '
W�Q=
DB/PG 523/265
8583-55-3841-000 I
DB/PG 678/016
50' SETBACK \
1
\� r , x — ADDITIONAL INFUKMAHUN -
03
n\ DIGESTER
/r r
k T r
y t \\
POST X PROP.GATE
EQ
AR"z
S EX. DRIVEWAY � SEE CHAPTER 10
\ i' \ - x �\ •'y.� x �, \� ;�.'_ \ _ PROPERTY BOUNDARY TYP. _ 1
\SEE
f PROP. 24'X 36' OFFICE
EX. GATE PLANS BUILDING #4 W \
x \ TO REMAIN 2
EX. LIFT STATION
PROP. BACK-UP GENERATOR \ PROP.CHAIN LINK \ BUILDING
REFER TO ELECTRICAL \ FENCE (fYP) ' omom IM IM IM Fh
N/F
PLANS FOR DETAILS \ t \
�48-000
PROP. GATE '"-` _ EX. BAR SCREEN 8583-6 -
\\ ` ` _ \\ e o x -xFENNIM(JREMARIEN A &ANN
Is
�'_`s,:. I DB/PG 344/430
EX. EDGE OF I'r
GRAVEL,TYP -� 50'STBACK
_
EX.EOP,TYP
� ;,• of � � —,
`-----------= - --
���\ "`.�_, -•- _____4 PROPERTY BOUNDARY TYP.
8583-46-6512-000 _ ---___
_ ---------------------
GWYNN VALLEY CAMP LLC \ , ___
_ US ROUTE 276 - GREENVILLE HWY. -------------------------------------------------------------------------------------------------------------------=-1-------------------------------------------------
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`ALIGNMENT NOT FIELD LOCATED \ \ \ \\ \�\ \\ \ \ \ \ \ \ \ �\ \• \ \ \ CONSTRUCTION SEQUENCE NOTES: — _-
/ LANDDESIGN, INC. DOES NOT INTEND FOR THE CONSTRUCTION SEQUENCING
/�� `�`\\\�\� \��\ \\ `�"� ` \ \ \, '�• \ \\ \ \\ \ \ \ \ \ \ \ \ \\ \ \ NOTES TO DICTATE NOR TAKE RESPONSIBILITY FOR ACTUAL CONSTRUCTION—
// MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SAFETY PRECAUTIONS WHICH_
���i \\\\`\ \\\`�\\\\11 , , I\ \\ •� \ \ \ \ \ \ pO \ \ '\ �\ \ \ \ ARE GOVERNED BY LOCAL, STATE AND FEDERAL GUIDELINES, THE CONTRACTOR IS �. \
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LIMITS OF SURVEY(TYP)\ •S'iJ� \ \ \ .WITH THIS PROJECT. j �-
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/// , ! 1, �I\ \t\,,`\' I , \ \\ \ _^�. 2s29 \� \ \ \ \\ \ \ \ \ \ \ \\ \� AJ �•� SECURITY FENCE NOTE: — — — -- — — — — — — —
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SHALL REMAIN IN PLACE DURING CONSTRUCTION. CONTRACTOR SHALL \
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_ ADJUST FENCE LOCATION AND ADD ADDITIONAL FENCING/GATES, AS \
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EX. GRAVEL (TYP)
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CONSTRUCTION SEQUENCE
EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT
PLANT OWNER AND ON-SITE OPERATOR
STEP 1: PERMITS:
CONTRACTOR SHALL ENSURE ALL PERMITS/APPROVALS HAVE BEEN OBTAINED PRIOR TO THE BEGINNING OF CONSTRUCTION.
STEP 2: LOCATE ALL EXISTING UTILITIES:
CONTRACTOR SHALL IMMEDIATELY REPORT ANY DEVIATIONS FROM ELEVATIONS AND/OR LOCATIONS SHOWN ON THE CONSTRUCTION
DOCUMENTS TO LANDDESIGN.
PIPE INVERT ELEVATIONS ARE CRITICAL TO DESIGN. CONTRACTOR TO LOCATE EX. UTILITIES AT EACH PROPOSED TIE IN LOCATION AND
REPORT ELEVATIONS TO LANDDESIGN PRIOR TO CONSTRUCTION. FIELD ADJUSTMENT OF PIPE INVERT ELEVATION AND/OR LOCATION
MAY BE REQUIRED.
STEP 3: INSTALL PHASE 1 EROSION CONTROL MEASURES AND CONSTRUCT PROPOSED STORAGE BUILDING (BUILDING 1)
STEP 4: PERFORM ROUGH GRADING FOR PROPOSED SECONDARY ACCESS ROAD
STEP 5: INSTALL PROPOSED FORCE MAIN.
PROPOSED FORCE MAIN MAY BE INSTALLED CONCURRENTLY WITH BUILDING DEMOLITION AND/OR TREATMENT PLANT INSTALLATION.
CONTRACTOR SHALL COORDINATE ACTIVITIES WITH PLANT MANUFACTURER AND OWNER.
THE CONNECTION OF THE PROPOSED FORCE MAIN TO THE EXITING LIFT STATION SHALL NOT BE MADE AT THIS TIME.
STEP 6: REMOVE EXISTING STORAGE BUILDING AND EXISTING SHED:
CAREFULLY .DEMOLISH BUILDINGS AS SHOWN ON PHASE 1 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED, RECYCLED, OR
DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE RECORDS
INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO THE
GREATEST EXTENT POSSIBLE.
STEP 7: INSTALL TEMPORARY FORCE MAIN INLET TO AERATION BASIN:
LOCATE EXISTING FORCE MAIN ADJACENT TO THE AERATION BASINS AND INSTALL THE 8" DIP TEE.
INSTALL THE TEE AND PIPING AS SHOWN ON THE PHASE 1 CONSTRUCTION SEQUENCE PLAN TO BYPASS THE EXISTING DISTRIBUTION
BOX AND DIVERT INFLUENT OVER THE BASIN WALL AND DIRECTED DOWNWARD INTO THE AERATION TANK.
COORDINATE THE EXACT LOCATION OF THE TEMPORARY PIPE WITH THE OWNER PRIOR TO THE START OF CONSTRUCTION.
STEP 8: MAKE CONNECTION TO EXISTING WATERLINE ADJACENT TO AERATION BASIN. INSTALL THE TEE, THE GATE VALVE, AND CAP EXITING
WATER LINE AS NEEDED SO THAT A PORTION MAY BE REMOVED TO AVOID CONFLICT WITH THE PUMP / BLOWER BUILDING
REMOVE / RELOCATE ADDITIONAL UTILITIES AS NEEDED ACCORDING TO PHASE 1 DEMOLITION PLAN
STEP 9: PERFORM ROUGH GRADING FOR PROPOSED SECONDARY ACCESS ROAD
STEP 10: INSTALL PROPOSED FORCE MAIN.
PROPOSED FORCE MAIN MAY BE INSTALLED CONCURRENTLY WITH BUILDING DEMOLITION AND/OR TREATMENT PLANT INSTALLATION.
CONTRACTOR SHALL COORDINATE ACTIVITIES WITH PLANT MANUFACTURER AND OWNER.
THE CONNECTION OF THE PROPOSED FORCE MAIN TO THE EXITING LIFT STATION SHALL NOT BE MADE AT THIS TIME.
STEP 11: REMOVE EXISTING GRIT CHAMBER
CAREFULLY .DEMOLISH GRIT CHAMBER AS SHOWN ON PHASE 1 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED, RECYCLED,
OR DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE RECORDS
INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO THE
GREATEST EXTENT POSSIBLE.
STEP 12: PERFORM ROUGH GRADING OF PROPOSED OFFICE LOCATION:
CONTRACTOR SHALL ROUGH GRADE OFFICE LOCATION AS SHOWN ON THE GRADING PLAN AND STABILIZE MEDIATE AFTER GRADING HAS
BEEN COMPLETED.
THIS AREA SHALL REMAIN CLEAR TO BE USED FOR STAGING SEQUENCING BATCH REACTOR (SBR) CONSTRUCTION.
STEP 13: PERFORM ROUGH GRADING OF SBR LOCATION AND INSTALL PROPOSED RETAINING WALL.
STEP 14: INSTALL TREATMENT PLANT FOUNDATION.
INSTALL FOUNDATION ACCORDING TO STRUCTURAL, SITE, AND GRADING PLANS
MANUFACTURER WILL INSTALL PLANT COMPONENTS ON FINISHED FOUNDATION
STEP 15: COORDINATE INSTALLATION OF TREATMENT PLANT WITH MANUFACTURER:
MANUFACTURER WILL INSTALL STAINLESS STEEL TANKS AND PLANT COMPONENTS AS SHOWN IN THE CONSTRUCTION DOCUMENTS AND
SPECIFICATIONS.
ALL CONNECTIONS TO THE PROPOSED PLANT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
STEP 16: INSTALL BUILDING FOUNDATIONS AND YARD PIPING
INSTALL BUILDING FOUNDATIONS AND PIPING BETWEEN THE PROPOSED SBR AND EACH BUILDING. INSTALL YARD PIPING AS SHOWN ON
CHAPTER 6 AND CONDUIT AS SHOWN IN ELECTRICAL PLANS. COORDINATE LOCATION AND REQUIREMENTS WITH SBR MANUFACTURER
STEP 17: INSTALL SANITARY SEWER AND STUB BUILDING CONNECTIONS. AS SHOWN ON PIPING PLANS
STEP 18: COMPLETE BUILDING CONSTRUCTION:
CONTRACTOR SHALL COMPLETE BUILDING CONSTRUCTION ACCORDING TO THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS.
STEP 19: INSTALL ADDITIONAL TREATMENT PLANT EQUIPMENT:
CONTRACTOR SHALL INSTALL THE FILTER AND UV DISINFECTION EQUIPMENT ACCORDING THE CONSTRUCTION DOCUMENTS AND
MANUFACTURERS SPECIFICATIONS.
CONTRACTOR SHALL INSTALL THE BLOWERS PUMPS AND ALL OTHER APPURTENANCES ACCORDING TO THE CONSTRUCTION
DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS.
AUTOMATIC VALVES CONTROLLED BY THE PLANT CONTROL SYSTEM SHALL BE SUPPLIED BY THE MANUFACTURER, ADDITIONAL
EQUIPMENT, MATERIALS AND APPURTENANCES REQUIRED TO INSTALL THE OWNER SUPPLIED EQUIPMENT SHALL BE PROVIDED BY THE
CONTRACTOR.
STEP 20: COMPLETE ALL TREATMENT PLANT CONNECTIONS
STEP 21: TEST THE OPERATION OF INSTALLED ALL PROPOSED EQUIPMENT:
CONTRACTOR SHALL TEST THE OPERATION OF THE PROPOSED EQUIPMENT PRIOR PLACING THE SEQUENCING BATCH REACTOR IN TO
SERVICE.
STEP 22: TEST THE OPERATION OF THE SBR AND PLACE IT INTO SERVICE FOR TESTING.
THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER TO PLACE THE SBR INTO SERVICE FOR TESTING AND TRAINING.
THE EXISTING PLANT SHALL REMAIN IN WORKING ORDER, READY TO ACCEPT FLOW, UNTIL SUCH TIME AS THE PROPOSED FACILITY HAS
BEEN SHOWN TO RELIABLY PRODUCE EFFLUENT THAT IS WITHIN THE EXISTING PERMIT LIMITS.
THE CONTRACTOR SHALL NOT BEGIN DEMOLITION OF THE EXISTING FACILITIES UNTIL WRITTEN NOTICE TO PROCEED HAS BEEN
OBTAINED FROM THE OWNER
STEP 23: PLACE THE SBR INTO SERVICE
STEP 24: INSTALL PHASE 2 EROSION CONTROL MEASURES
STEP 25: BEGIN DEMOLITION OF EXISTING TREATMENT PLANT:
CAREFULLY .DEMOLISH PLANT COMPONENTS AS SHOWN ON PHASE 2 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED,
RECYCLED, OR DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE
RECORDS INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO
THE GREATEST EXTENT POSSIBLE.
STEP 26: INSTALL STORM DRAINAGE
STEP 27: COMPLETE REMAINING UTILITY INSTALLATION
STEP 28: FINAL GRADING, SITEWORK, AND PAVING
CONTRACTOR SHALL COMPLETE FINAL GRADING, SITEWORK, AND PAVING ACCORDING TO THE CONSTRUCTION DOCUMENTS AND
SPECIFICATIONS
STEP 29: LANDSCAPING
CONTRACTOR SHALL COMPLETE LANDSCAPING ACCORDING TO THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS
STEP 29: PROVIDE AS -BUILT INFORMATION TO OWNER AND ENGINEER
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2605
2600
2595
2590
2585
2580
2575
I 2570
I 2565
ELEV = 2560.3
I 2560
I 2555
I 2550
2605 2655
2600 2650
2595 2645
2590 2640
2585 2635
2580 2630
2575 2625
2570 2620
2565 2615
2560 2610
2555 2605
2550 2600
DIGESTER
POST EQ
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oOm��tl
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REACTOR
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TOP OF TANK
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``v`,�9DESIG�r'1�� '
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DIGESTER TWL
tip.
ELEV = 2640.000
SBR LWL
ELEV = 2636.830
POST EQ TWL
PROP.
GRADE
_
FILTER
—ELEV = 2628.247
POST EQ LWL
ELEV = 2628.247
OVERFLOW WEIR
ELEV = 2628.080
NORMAL HWL
ELEV = 2626.000
SBR REACTOR INLET C/L REACTOR INLET C/L�NORMAL
ELEV = 2625.848
HWL
ELEV = 2625.123
C/L OUT
ELEV = 2622.533
HWL INFLUENT
ELEV = 2621.343—'
CIL INLET
UV DISINFECTION
ELEV = 2622.500
HWL EFFLUENT
ELEV = 2621.343
CIL OUTLET
ELEV = 2620.500
TOP OF BOX
ELEV=2625.1 2625.123
C/L IN
ELEV = 2625.000 —\
BOTTOM OF REACTOR TANK EX.
GRADE \
�— '•�
ELEV = 2620.500—
UV/FILTER ROOM FIFE
ELEV = 2619.935
HWL 0.90 MGD
t'(
ELEV = 2619.502
C/LIN
ELEV = 2620.000
HWL 1.15 MGD
740
ELEV = 2619==2619.078
ELEV
C/L OUT
120° WEIR BOX FOR
FLOW MONITORING
IWL = HIGH WATER LEVE= HIGH WATER LEVE�—
LWL =LOW WATER LEVEL
HYDRAULIC PROFILE
Scale,. I" = 30' HORIZ* I I"= 3' VERT.
"DISTANCES BETWEEN COMPONENTS NTS
2655 2165
2650 2160
2645 2155
2640 2150
2635 2145
2630 2140
2625 2135
2620 2130
2615 2125
2610 2120
2605 2115
2600 2110
ELEV = 2123.78
ELEV = 2117.78
ELEVATIONS FOR POST AERATION
FROM ORIGINAL CONSTRUCTION
DOCUMENTS, NOT FROM SURVEY
2165
2160
2155
2150
2145
2140
2135
2130
2125
2120
2115
2110
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X X--'x.__.x X X ---X X
EXHAUST FAN, TYP x x- X "'- X x x X X x X X X X x- X- X X X X DESIGN BY OTHERS
3280 CFM MIN. TOTAL
PLACED IN WALL ABOVE PROPOSED PIPING
SEE ELECTRICAL PLAN
- 22.39'
GRAVEL 6.14' 10.27
16.14'
25S 4S
BACK-UP POST EQ
499 SCFM � � 144 SCFM
2.50' 6.58' 6.58'
TYP
4.00' SBR #2 JJJ--- DIGESTER
499 SCFM 240 SCFM
PROP. BACK-UP GENERA" -
REFER TO ELECTRI
PLANS FOR DEL
6.58'
25S
SBR #1
D4
99 SCFM
5.42'
L
SBR
CONTROL
PANEL
T -O" PEDESTRIAN DOOR
27.94'
PROP. VERTICAL CLOSE COUPLED
(FAIRBANKS -MORSE MODEL 85443)
SEE SHEET C6.8
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
L_®
AIR INTAKE LOUVER, TYP
CONTROLLED TO OPEN WHEN EXHAUST FAN IS RUNNING
LOCATED IN LOWER 1/3 OF WALL HEIGHT
LOUVER(S) TO BE SIZED TO MATCH EXHAUST FAN RATING
SEE ELECTRICAL, STRUCTURAL, AND UTILITY PLANS FOR ADDITIONAL INFORMATION.
15.19'
i
I
1
r
56.00'
I
f 54.67'
7.78'
AIR COMPRESSOR, SUPPLIED BY OWNER
CLOTH MEDIA FILTER,
PROVIDED BY OWNER 10.73'
6.14'
D O
10.5'
1
r
L
PROP. VE. ..._..------
COUPLED
_____COUPLED PUMP
(FAIRBANKS -MORSE
MODEL B5444S)
SEE SHEET C6.8
26.67 .28.00'
r ..
GRAVEL
SBR
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION.
2. SEE UTILITY SHEETS C6.2 & C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6A - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
S. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
UV CONTROL PANEL, TYP
NOT TO SCALE
D
T-0" PEDESTRIAN DOOR
D
I
t7.6'
�- 13.0'
,mom l fa j I
12.00' 12.00'
10.57'
PROP LAB BENCH
DESIGN BY
OTHERS SEE
BUILDING PLANS
w FOR ADDITIONAL
INFORMATION
17.25'
PROP UV DISINFECTION, 0
PROVIDED BY OWNER
12.00'
ROLL UP DOOR
2.5' 0' 2.5' S. 10'
34.67' 36.00'
a
q
i
/
r
/
i 56.00'
1
.r
n 54.67'
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
8.66'
14.65'
CJ
R
8.75'
8.50'
T-0" PEDESTRIAN DOOR
17.25
10.57'
C
■d
PROP UV DISINFECTION,
■� !z
U
PROVIDED BY OWNER
`
PROP FLOW MONITORING WEIR
BOX MOUNTED IN SLAB,
I
PROVIDED BY OWNER
pp
10
�k
SEE SHEET C6.10
T-0" PEDESTRIAN DOOR
D
I
t7.6'
�- 13.0'
,mom l fa j I
12.00' 12.00'
10.57'
PROP LAB BENCH
DESIGN BY
OTHERS SEE
BUILDING PLANS
w FOR ADDITIONAL
INFORMATION
17.25'
PROP UV DISINFECTION, 0
PROVIDED BY OWNER
12.00'
ROLL UP DOOR
2.5' 0' 2.5' S. 10'
34.67' 36.00'
a
q
i
/
r
/
i 56.00'
1
.r
n 54.67'
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
8.66'
14.65'
CJ
R
8.75'
8.50'
T-0" PEDESTRIAN DOOR
17.25
10.57'
C
17.25'
-+- t3.38'
0
2.5' 0' 2.5' S. 10'
■d
■� !z
17.25'
-+- t3.38'
0
2.5' 0' 2.5' S. 10'
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STEEL BOLLARD
ELEVATION / PLAN
TYPICAL GRAVEL SECTION
TYPEI
C3.5 SECTION
1/2" RADIUS
2'-6" CURB AND GUTTER
1/8" RADIUS
C3.5 SECTION
1" HIGH CONCRETE TOP
SLOPE TO DRAIN
6 1/2" DIA. SCH. 40 STEEL TUBE FILLED WITH 3600 PSI
CONCRETE @ 28 DAYS, WELD TUBE TO PLATE
BLACK POWDER COAT FINISH
(4) 5/8"x18"x2" GALV. STEEL ANCHOR BOLT
BLACK POWDER COAT FINISH
13"x13"x1" STEEL MOUNTING PLATE
BLACK POWDER COAT FINISH
CONCRETE FOOTING
3600 PSI CONCRETE @ 28 DAYS
FINISHED GRADE
98% COMPACTED SUBGRADE
NOTE:
MINIMUM SLAB THICKNESS: 6"
a <
de'. a..
° d •' a ds 0000OOO O
v °
AS REQUIRED
d
BY GRADE
a
e
a
a °
(2) #5 REBAR
X ) 7" DIA,
BOLT CIRCLE
PLAN _ 12" MIN
# DESCRIPTION
1.-SUBGRADE: COMPACTED SUBGRADE 100% MAX. DRY
DENSITY ( STANDARD PROCTOR) -ASTM D698.
2. SURFACE COURSE - 8" COMPACTED AGGREGATE BASE
COURSE.(CABC) -
NTS
NTS
NOT TO SCALE
C3.5 SECTION
TYPICAL GRAVEL SECTION
TYPEI
O'-6"
#5 REBAR, 12in O.C. EACH WAY, w/3in MIN. COVER.
STOP REBAR 2in FROM CONSTRUCTION JOINTS & EDGE OF SLAB
4in AGGREGATE BASE COURSE, COMPACTED
98% COMPACTED SUBGRADE
NOTES:
1. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH
CONSULTING GEOTECH PRIOR TO INSTALLATION..
2. CONCRETE SHALL BE 3000psi @ 28 DAYS.
3. WATERPROOFING SEALANT TO MATCH CONCRETE COLOR
# DESCRIPTION
1. SUBGRADE: COMPACTED SUBGRADE 100% MAX. DRY
DENSITY ( STANDARD PROCTOR) - ASTM D698.
2. SURFACE COURSE - 8" COMPACTED AGGREGATE BASE
COURSE.(CABC)
PAVEMENT SCHEDULE (TO BE VERIFIED BY PROJECT
GEOTECHNICAL ENGINEER
4.00' 4.00' 2.00' 12.00' 2.00' 4.00'
SEE GRADING MAX � Wo0 I/ ?
PLAN/."L� '
C3.5 SECTION
DRIVE AISLE
CURB TAPER
ISOMETRIC
4.00'
NOTE:
SEE GRADING PLAN FOR DITCH LOCATION
ao v o
2'- 6" C&G
EDGE OF PAVEMENT
BOTTOM OF CURB
TOP OF CURB
LANDSCAPE AREA OR PAVING
6" TO 0" CONCRETE CURB TAPER
NTS
SEE GRADING
PLAN
NOTES:
1. SEE LAYOUT FOR ADDITIONAL INFORMATION.
2. ALL CONCRETE TO BE 3600 PSI @ 28 DAYS.
TOP OF CURB FLUSH WITH PAVEMENT
PAVEMENT
ASPHALT PAVING
NOTE
O r N N Q O
�mUZ—
1. SURFACE COURSE
1-2 SURFACE COURSE
2"
2. INTERMEDIATE COURSE
HB BINDING COURSE
3
2. BASE COURSE
C.A.B.C.
8"
&
C3.5 SECTION
SURFACE COURSE
SF9.5A
TACK COAT
INTERMEDIATE COURSE
S9.5A, SF9.5A
BASE COURSE
COMPACTED AGGREGATE BASE COURSE
SUBGRADE
COMPACTED SUBGRADE
NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ASPHALT
PAVEMENT DESIGN PER ACTUAL SOIL CONDITIONS AND OWNERS
LOADING REQUIREMENTS.
118" RADIUS
va" To va"
° I °
a
4"
4„ °• . •p fa• .
° • t,.,..
° •° ° °
JOINT FILLER • °• •p. J••
112"
TRANSVERSE EXPANSION JOINT IN SIDEWALK GROOVE JOINT IN SIDEWALK
N.T.S. N.T.S.
• - . 1
Wall
C3.5 SECTION
SCALE: 3/4" = l'- U"
TROWEL AND BROOM FINISH, PERPENDICULAR TO TRAVEL
Y' BIT. EXPANSION JOINT
ALLOWYY* RECESS BELOW TOP OF SLAB
TO SEAL W/ WATERPROOF SEALANT
3600 PSI CONCRETE @ 28 DAYS
CONTROL JOINT
TOOLED JOINTS PER SITE PLAN & PLAN ENLARGEMENTS
WHEN NOT SHOWN, CONTROL JOINT SHALL BE REQUIRED AT 5' INTERVALS
JOINTS TO BEYe" RADII X 1" DEEP W/ WATERPROOF SEALANT
EXPANSION JOINTS AT INTERVALS OF NOT LESS THAN 30 FEET
AGGREGATE BASE COURSE, COMPACTED
95% COMPACTED SUBGRADE
NOTES:
1. A GROOVE JOINT 1" DEEP WITH 118" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT 6 INTERVALS. ONE 1/2" EXPANSION JOINT WILL
BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 112"
EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY
RIGID STRUCTURE.
2. SIDEWALKAT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
4. WATERPROOF SEALANT TO MATCH CONCRETE COLOR SHALL BE
REQUIRED.
5. SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE-QUARTER INCH PER
FOOT.
NOT TO SCALL
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BRACE RAIL
T -• LINE POST
WIRE FENCE LINE POS
PLAN
(LINE POST TERMINAL POST SEQUENCE)
TIE WIRE (#6 GA. @ 24" CTRS.) WIRE CLIPS OR TIES TO BE USED TO ATTACH
USED TO TIE FABRIC TO BRACE RAIL FABRIC TO POSTS AT 12" CENTERS
r3"t TENSION WIRE47 GA.
GALV. STEEL OR ALUMINUM COATED STEEL
ALUMINUM ALLOY OR ALUMINUM
#11 GAGE
TERMINAL POST
COATED STEEL (#11 GAGE)
FRAME
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COMPONENTS
->-
,- -
- - - -
MIX MAIM4
VARIES DUE TO DIFFERING-4it. ggg
BRACE RAIL
T -• LINE POST
WIRE FENCE LINE POS
PLAN
(LINE POST TERMINAL POST SEQUENCE)
TIE WIRE (#6 GA. @ 24" CTRS.) WIRE CLIPS OR TIES TO BE USED TO ATTACH
USED TO TIE FABRIC TO BRACE RAIL FABRIC TO POSTS AT 12" CENTERS
r3"t TENSION WIRE47 GA.
3" MIN.
12"
vvwov In1N 0an mcrnortw.
9
SECTION
C3.6 A PLAN/ SECTION
TENSION WIRE
#7 GA.
NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A
MIMUM OF T-0" IN LIEU OF CONCRETE ANCHOR
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
3
C3.6
14 I SECTION 114
NOTE: MAXIMUM WIRE SPACING TO BE 6"
MAXIMUM CLEARANCE BETWEEN LOWEST STRAND AND GROUND TO BE 6"
BRACE RAILS SHALL BE ERECTED BETWEEN TERMINAL OR GATE POSTS AT
INTERVALS NOT EXCEEDING 700' ON TANGENTS OR 350' ON SHORT RADIUS CURVES.
ADDITIONAL TERMINAL POSTS SHALL BE ERECTED IF SO DIRECTED BY THE ENGINEER.
TERMINAL POSTS SHALL BE BRACED FROM BOTH SIDES OF POST.
TO BE USED WHERE SWINGING CLEARANCE IS LIMITED
DOUBLE SWING GATE
ELEVATION
NTS
I II
I II
I II
I II
�u
BRACE RAIL
LINE POST
BRACE RAIL
TERMINAL POST
.Illi
TIE ROD 0.375 DIA. WITH
i
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TURNBUCKLE LENGTH OF
I I�
THREADS FOR TURNBUCKLE I I
IS 7 MIN. CUT TIE ROD
IS REQUIRED.-�I-J-4J�
TENSION WIRE
#7 GA.
TERMINAL POST
#7 GA.
WIRE
BREAK IN FENCE AT THIS POST MAY BE OMITTED
IF FENCE CAN BE TAUT WITHOUT BREAKING AND
IF OMISSION AND ERECTION ARE APPROVED BY
THE ENGINEER.
NOTE: CAPS ARE REQUIRED ON PIPE POST. CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED
POST. FENCE FABRIC SHALL BE INSTALLED ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE DEGREES THE FENCE SHALL BE INSTALLED SO
AS TO PULL AGAINST LINE POST. ALL CHANGES IN DIRECTION OF FENCE LINE OF 30" OR MORE
SHALL BE CONSIDERED AS CORNERS.
METHOD OF CONSTRUCTION FENCE ON SHARP BREAK IN GRADE
NTS
FABRIC
GALV. STEEL OR ALUMINUM COATED STEEL
ALUMINUM ALLOY OR ALUMINUM
#11 GAGE
#11 GAGE
COATED STEEL (#11 GAGE)
FRAME
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LINE POST (TYP) HEIGHT
COMPONENTS
#11 GAGE
G3
SYSTEM
MIX MAIM4
VARIES DUE TO DIFFERING-4it. ggg
G2
G3
Al
A2
MANUFACTURING
O.D.
1.626'x 1.875"
1.625" x 1.885"
2.375" O.D.
2.00" x 2.50"
LINE POST1.09"
STEEL PIPE
STEEL H
STEEL R.F
♦i♦ii0'♦�i�,L�.
ALUMINUM PIPE
TERMINAL POST
2.375" O.D.
Opp♦♦♦•♦0♦pp.�r•♦♦♦•♦♦♦p♦•
2.375" O.D.
2.875" O.D.
2.875" O.D.
(ENB�CORNER,
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
4.000" O.D.
4.000" O.D.
THRU 12' LEAF
STEEL PIPE
STEEL PIPE
•• .375 DIA.
GATE POST UP
2.875" O.D.
2.875" O.D.
2.875" O.D.
:•
TENSION WIRE
0�4
THRU V LEAF
STEEL PIPE
.•TENSION MAY EITHER BE FASTENED TO THE
FABRICTERMINAL
STEEL PIPE
• .. • .
(SEE GATES FOR GATE INTERVALS, OR THE TENSION WIRE MAY BE
- .. .. ..
3" MIN.
12"
vvwov In1N 0an mcrnortw.
9
SECTION
C3.6 A PLAN/ SECTION
TENSION WIRE
#7 GA.
NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A
MIMUM OF T-0" IN LIEU OF CONCRETE ANCHOR
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
3
C3.6
14 I SECTION 114
NOTE: MAXIMUM WIRE SPACING TO BE 6"
MAXIMUM CLEARANCE BETWEEN LOWEST STRAND AND GROUND TO BE 6"
BRACE RAILS SHALL BE ERECTED BETWEEN TERMINAL OR GATE POSTS AT
INTERVALS NOT EXCEEDING 700' ON TANGENTS OR 350' ON SHORT RADIUS CURVES.
ADDITIONAL TERMINAL POSTS SHALL BE ERECTED IF SO DIRECTED BY THE ENGINEER.
TERMINAL POSTS SHALL BE BRACED FROM BOTH SIDES OF POST.
TO BE USED WHERE SWINGING CLEARANCE IS LIMITED
DOUBLE SWING GATE
ELEVATION
NTS
I II
I II
I II
I II
�u
BRACE RAIL
LINE POST
BRACE RAIL
TERMINAL POST
.Illi
TIE ROD 0.375 DIA. WITH
i
I
I
TURNBUCKLE LENGTH OF
I I�
THREADS FOR TURNBUCKLE I I
IS 7 MIN. CUT TIE ROD
IS REQUIRED.-�I-J-4J�
TENSION WIRE
#7 GA.
TERMINAL POST
#7 GA.
WIRE
BREAK IN FENCE AT THIS POST MAY BE OMITTED
IF FENCE CAN BE TAUT WITHOUT BREAKING AND
IF OMISSION AND ERECTION ARE APPROVED BY
THE ENGINEER.
NOTE: CAPS ARE REQUIRED ON PIPE POST. CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED
POST. FENCE FABRIC SHALL BE INSTALLED ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE DEGREES THE FENCE SHALL BE INSTALLED SO
AS TO PULL AGAINST LINE POST. ALL CHANGES IN DIRECTION OF FENCE LINE OF 30" OR MORE
SHALL BE CONSIDERED AS CORNERS.
METHOD OF CONSTRUCTION FENCE ON SHARP BREAK IN GRADE
NTS
FABRIC
GALV. STEEL OR ALUMINUM COATED STEEL
ALUMINUM ALLOY OR ALUMINUM
#11 GAGE
#11 GAGE
COATED STEEL (#11 GAGE)
FRAME
GALVANIZED STEEL
ALUMINUM ALLOY
COMPONENTS
#11 GAGE
G3
SYSTEM
G1
G2
G3
Al
A2
STEEL H
O.D.
1.626'x 1.875"
1.625" x 1.885"
2.375" O.D.
2.00" x 2.50"
LINE POST1.09"
STEEL PIPE
STEEL H
STEEL R.F
ALUMINUM PIPE
ALUMINUM PIPE
TERMINAL POST
2.375" O.D.
2.375" O.D.
2.375" O.D.
2.875" O.D.
2.875" O.D.
(ENB�CORNER,
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
4.000" O.D.
4.000" O.D.
THRU 12' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
GATE POST UP
2.875" O.D.
2.875" O.D.
2.875" O.D.
2.875" O.D.
2.875" O.D.
THRU V LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
GATE POST 7'
4.000" O.D.
4.000" O.D.
4.000" O.D.
4.000" O.D.
4.000" O.D.
THRU 12' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
1250" x
BRACE RAIL
1 660" O.D.
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GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE TO UNION COUNTY STANDARDS AND SPECIFICATIONS.
2. EXISTING CONTOUR LINES SHOWN ARE BASED ON SURVEY AND GIS. CONTRACTOR TO ADJUST
SLOPE TIE OUTS AS NEEDED MAINTAINING PROPOSED SLOPES.
3. SEE STRUCTURAL DESIGN SHEETS FOR SLAB TYPICAL SECTIONS AND ADDITIONAL INFORMATION.
4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
S. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP
OF TOPSOIL IN AREAS TO BE SEEDED.
6. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS
PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS
PROJECT.
7. THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT
AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES.
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON
COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO
THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.
8. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST.
CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY
ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER.
9. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR
POLLUTION ORDINANCES OR RULES.
10. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN
THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND
CONSTRUCTION TO BE PERFORMED.
11. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS
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EXISTING UTILITIES_ NOTE:
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PROFILE VIEW OF PROPOSED 10" DIP EFFLUENT LINE
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EXISTING UTILITIES_ NOTE:
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EXISTING UTILITIES AS SHOWN ARE A COMPOSITE OF SURVEY, GIS, AND AS -BUILT
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PROP. 10'PROVIDEDIBY SBRVACFLUSH
MANFACTU ER x x -- x --- x— x x x x—^— x PROP. RETAINING WALL x x x x
SEE SITE, STRUCTURAL, & GRADING
-- x x x x PROP. 10"AUTOMATIC INFLUENT VALVE x PLANS FOR ADDITIONAL INFORMATION
PROP. BLOWER, PUMP, & PLANT CONTROL BUILDINGPROVIDED. BY SBR MANUFACTURER
SEE SHEET C3.4 FOR ADDITIONAL INFORMATION
28.00'
TtPROP. 8" AUTOMATIC PLUG VALVE, TYP
SEE NOTE #1
PROP. 8" AUTOMATIC VACFLUSH VALVE, TYP
PROVIDED BY SBR MANUFACTURER N
PROP. VERTICAL CLOSE COUPLED SOLIDS---�;J� -
HANDLING PUMP (FAIRBANKS -MORSE
MODEL 85443 - 8" SUCTION & 6" DISCHARGE)
PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER `
PUMP MANUFACTURER'S SPECIFICATIONS
SEE SHEET C6.8 �\
PROP. 8" AUTOMATIC WASTE SLUDGE VALVE
PROVIDED BY SBR MANUFACTURER
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
PROP. VERTICAL CLOSE COUPLED SOLIDS
HANDLING PUMP (FAIRBANKS -MORSE MODEL
B5444S -10" SUCTION & W DISCHARGE)
PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER
PUMP MANUFACTURER'S SPECIFICATIONS
SEE SHEET C6.8
-------------- -I
PR(
RIM:
6" INV. OUT: 2624.00 01
\PIPING NOTE:
1. PIPING FROM THE SBR TO JET AERATION PUMPS
SHALL BE DIP WITH FLANGED JOINTS.
2. ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF
ENAMEL PER OWNER'S COLOR SELECTION.
3. PIPING SHALL BE COLOR CODED AND LABELED PER
OWNER'S SELECTION.
NOTES: \
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR JET AERATION SYSTEMS TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE PUMP
ROOM SHOWN ON THIS SHEET TO BE SUPPLIED BY THE
MANUFACTURER AND INSTALLED BY THE CONTRACTOR
UNLESS NOTED OTHERWISE.
8" X 10" EXPANDER
PROP. EBAA FLEX -TENDO FJ -FJ)
FLEXIBLE EXPANSION JOINT, TYP
PROP. 1" WATERLINE
PROP.GV
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PROP. EBAA FLEX -TEND® FJ -FJ) -
FLEXIBLE EXPANSION JOINT, TYP
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PROP. 45° BEND, TYP
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10" SBR JET ER.
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10" DIP
PROP. BOLLARD
SEE SITE PLAN &
PROP. CONNECTION FOR DETAILS SHEET C3.5
SLUDGE REMOVAL
PROP. FREEZE
PROOF HYDRANT
-PROP. 10"AUTOMATIC INFLUENTVALVE
PROVIDED BY SBR MANUFACTURER
1" ITER SERVICE
FOR BUILDING
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PROP. WATER
SERVICE FOR SBR
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PROP 8" FM FROM LIFT STATION
PROP. 10" AUTOMATIC VACFLUSH VALVE, TYP SEE SHEETS C7.0 - C7.3
PROVIDED BY SBR MANUFACTURER \
PROP. 10" X 10" X 10" TEE \
PROP. 10" X 10" X 8" TEE
PROP. IWAUTOMATIC INFLUENT VALVE \
PROVIDED BY SBR MANUFACTURER
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INFLUENT 5 X PIPE DIA
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LIFT STATION
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SBR JET AERATION: 8" X 10"
DIGESTER JET AERATION: 6" X 8"
-PROP. 8"AUTOMATICVA FLU VALVE,TYP
PROVIDED BY SBR MANU FACTI JRER
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(1)TURNED UP
(1) TURNED DOWFP
PROP. 10" A JTOM kTIC VACFLUSH VALVE, TYP
PROVIDED BYSB MANUFACTURER
—PROP. 10"X10"X "TEE
PROP. 10" X 8" CROSS
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PROVIDED BY SBR MANUFACTURER
WAS PIPING (SEE ABOVE)
TYPICAL SBR VACFLUSH CROSSOVER PIPING
SCALE: NTS
Id: 2630.48
INV. IN: 2623.34
INV. OUT: 2622:
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FLEXIBLE EXPANSION JOINT, TYP
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8" DIGESTER JET HEADER
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EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED
BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
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PROP. 10" X 10" X 10" TEE
PROP. 90° BEND
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2.50'
4.76'
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2. VALVES NOT SHOWN FOR CLARITY
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SEE ABOVE FOR PIPE SIZES
;OP ECCENTRIC EXPANDER
SEE ABOVE PLAN FOR SIZE
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Q SEE INSET PROP LAB BENCH
DESIGN BY OTHERS SEE BUILDING
10.73' PLANS FOR ADDITIONAL INFORMATION
r— — — — — — — — — — — — — — — — —1
PROP UV DISINFECTION,
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PROP. 10" X 6" REDUCER
PROP. 10" PLUG VALVE
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SIEMENS MAG 510OW
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INSTALLED BY CONTRACTOR)
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6" BACKWASH BUTTERFLY VALVE —
SUPPLIED BY FILTER MANUFACTURER
SEE SHEET C6.10 FOR
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PROP UV DISINFECTION,
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SS CLEANOUT, TYP
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SEE SHEET
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EX. 41.77 LF OF 12" DIP @ 2.261/o
PROP. 10" PLUG VALVE
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10" TEE
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP. 10" SW BEND TO
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PROP. 10"90* BEND
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PROP. 10" DIP OVERFLOW PIPING
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INSTALLED BY CONTRACTOR)
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SEE SHEET C6.10 FOR
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PROP UV DISINFECTION,
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SEE BUILDING PLANS FOR CONTINUATION
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SEE SHEET
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PROP. 10" PLUG VALVE
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PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP. 10" SW BEND TO
FILTER #2 OVERFLOW
PROP. 10"90* BEND
TO FILTER #2 INLET
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PROP. 90 ° VERTICAL BASE BEND
FLOOR
PROP. 6" X 10" EXPANDER
— PROP. 6" TEE WITH BLIND FLANGE ONE END
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PROP. 10" DIP OVERFLOW PIPING
"CLOTH MEDIA FILTER INFLUENT PIPING
C6.3 A SECTION
NTS
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PROP. 6" TEE WITH BLIND
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PROP. 10" X W REDUCER
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(SUPPLIED BY SBR
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PROP. 6" X 10" EXPANDER
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PROP. 6" DIP
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SIEMENS MAG 510OW
(SUPPLIED BY SBR MANUFACTURER -
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MANUFACTURER)
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PROP. 6" DIP
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PROP. 6" ELECTRO MAGNETIC FLOW METER
SIEMENS MAG 510OW
(SUPPLIED BY SBR MANUFACTURER -
INSTALLED BY CONTRACTOR)
PROP. W DIP
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PROP. 10"900 BEND
PROP. 10" 90° BEND
g�FILTER OVERFLOW & BACKWASH PIPINGOVERFLOW & BACKWASH PIPING
C6.3 PLAN/ SECTION
PROP. 10"90* BEND
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PROP COMPRESSOR, TYP
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PROP CONTROL PANEL,TYP
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PROP 8" AUTOMATIC PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP 8" TEE
(— PROP (2) - 8" 90° VERTICAL BENDS
10" DIP
PROP, 10" PLUG VALVE INV. 2616.58
(SUPPLIED BY CONTRACTOR)
PROP. 10" TEE F
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP (2) - 8" 90° VERTICAL BENDS —
1
I
i
PROPBACKWASH/
OVERFLOW PIPING
1
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I 1
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1
PROP, 10'X 8" REDUCER
I
1
1
i
PROP W X 12" EXPANDER
PROP. UV DISINFECTION
PROVIDED BY OWNER
-PROP AUTOMATIC 8" PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP. UV DISINFECTION
PROVIDED BY OWNER
--PROP. 6" DIP I PROP 8" TEE
I I
PROP. 10" X 6" REDUCER
�— PROP. 10" PLUG VALVE PROP 8" X 12" EXPANDER
(BY CONTRACTOR)
i I
I I
I I PROP CLOTH MEDIA FILTER
\ i i PROVIDED BY OWNER
• PROP. 10" 90° BEND
C—PROP. 10" 90° BEND
(TURNED UP)
1 I
INSET
SCALE: 1" = 2'
PIPING NOTE:
1. PIPING FROM THE FILTER TO WEIR BOX SHALL BE DIP
WITH FLANGED JOINTS.
2. ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF
ENAMEL PER OWNER'S COLOR SELECTION.
3. PIPING SHALL BE COLOR CODED AND LABELED PER
OWNER'S SELECTION.
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED
BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
5. THE UV SYSTEM SHALL INCLUDE CONTROL SYSTEMS TO AUTOMATICALLY SWITCH FLOW
BETWEEN UNITS IN THE EVENT OF MALFUNCTION OR LOW PERFORMANCE. SEE ELECTRICAL
PLANS FOR ADDITIONAL INFORMATION.
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PROP COMPRESSOR, TYP
SUPPLIED BY OWNER
NOT TO SCALE
PROP CONTROL PANEL,TYP
NOT TO SCALE
PROP 8" AUTOMATIC PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP 8" TEE
(— PROP (2) - 8" 90° VERTICAL BENDS
10" DIP
PROP, 10" PLUG VALVE INV. 2616.58
(SUPPLIED BY CONTRACTOR)
PROP. 10" TEE F
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP (2) - 8" 90° VERTICAL BENDS —
1
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OVERFLOW PIPING
1
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I 1
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I
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PROP W X 12" EXPANDER
PROP. UV DISINFECTION
PROVIDED BY OWNER
-PROP AUTOMATIC 8" PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP. UV DISINFECTION
PROVIDED BY OWNER
--PROP. 6" DIP I PROP 8" TEE
I I
PROP. 10" X 6" REDUCER
�— PROP. 10" PLUG VALVE PROP 8" X 12" EXPANDER
(BY CONTRACTOR)
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\ i i PROVIDED BY OWNER
• PROP. 10" 90° BEND
C—PROP. 10" 90° BEND
(TURNED UP)
1 I
INSET
SCALE: 1" = 2'
PIPING NOTE:
1. PIPING FROM THE FILTER TO WEIR BOX SHALL BE DIP
WITH FLANGED JOINTS.
2. ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF
ENAMEL PER OWNER'S COLOR SELECTION.
3. PIPING SHALL BE COLOR CODED AND LABELED PER
OWNER'S SELECTION.
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED
BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
5. THE UV SYSTEM SHALL INCLUDE CONTROL SYSTEMS TO AUTOMATICALLY SWITCH FLOW
BETWEEN UNITS IN THE EVENT OF MALFUNCTION OR LOW PERFORMANCE. SEE ELECTRICAL
PLANS FOR ADDITIONAL INFORMATION.
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SUPPLIED BY CONTRACTOR
PROP .0
LR BEND, SEE BELOW GRADE WALL
TYP
SUP LIED BY SBR
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111111111111111121 VA 0
A A \
4S
BACK UP POST EQ
MANUAL BUTTERFLY 499SCFM 11 144SCFM
VALVE, TYP--
SUPPLIED BY SBR =
MANUFACTURER - MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BYSBRMANUFACTURER
MANUAL BUTTERFLY\
VALVE, TYP 25S 10S \ \
SUPPLIED BY SBR SBR #2
MANUFACTURER 499SCFM
PROP. BLOWER, PUMP, &
MANUAL BUTTERFLY VALVE, TYP \ o PLANT CONTROL BUILDING
PROP. 8" DIP SUPPLIED BY SBR MANUFACTURER (SEE STRUCTURAL PLANS)
MANUAL BUTTERFLY25Sii...
VALVE,TYP SBR#1 i XY1__ --- --- ---
SUPPLIED BY SBR -
MANUFACTURER 499SCFM. SEE SHEET C6.5 j
PROP. 6" FLEXIBLE CONNECTION
m TYPICAL (FIVE LOCATIONS) tl
SEE DETAIL SHEET C6.9 I i
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NOTES'
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR AERATION SYSTEM TO BE PROVIDED BY O
MANUFACTURER. ALL VALVES LOCATED IN THE
BLOWER ROOM SHOWN ON THIS SHEET TO BE
SUPPLIED BY THE MANUFACTURER AND INSTALLED BY
THE CONTRACTOR UNLESS NOTED OTHERWISE.
SOLBERG BLOWER INLET
NOTES:
1. INLET MANUAL BUTTERFLY VALVES SUPPLIED
BY CONTRACTOR.
2. SEE DETAIL SHEET C6.9 FOR ADDITIONAL
INFORMATION.
3. INLET PIPING IDENTICAL FOR ALL 25S
BLOWERS -_........_.___.__...-_._.--
4. SEE SHEET C6.9 FOR TYPICAL FLEXIBLE INLET
CONNECTIONTO BLOWER
5. SEE SHEET C6.5 FOR INLET PIPING CROSS
SECTIONS
I PIPE STANCHION (BELOW)
FIELD CUTAND WELDED TO FIT
SEE SHEET C6.9
25S
BACK-UP
25S
SBR #2
4S
POST EQ
10S
DIGESTER
SEE WALL PENETRATION DETAIL SHEET C6.9
25S
SBR #1
499 SCFM
5" X 6" EXPANDER, TYP
6" MANUAL BUTTERFLY VALVE, TYP
(2)-6" 90° VERT. BEND, TYP
SEE SHEET C6.5 & SHEET C6.9
\ -------------------
SOLBERG
----------------SOLBERG BLOWER INLET SILENCER, TYP
SEE SHEET C6.9
BLOWER INLET PIPING
SCALE: 1" = 5'
SOLBERG BLOWER INLET
6EE 61tEEP66.9 -
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SEE SHEET C6.5 & SHEET C6.9
'J
-4" MANUAL B FLY VAL E, TYP
\
- 3" X 4" EXPANDER,\VR
\
- (2) 4" 90° VERT. BEND, TYP\
SEE SHEET C6.5 & SHEET C6.9
- 4" MANUAL BUTTERFLY VAL E, TYP
- 3" X V EXPANDER, TYP
TYP
f— PROP. 4" 45° BEND, TYP
6" AIR
PROP. RETAINING WALL
SEE SITE, STRUCTURAL, & GRADING
PLANS FOR ADDITIONAL INFORMATION
— PROP.6" DIP PIPE, TYP _ _ -
T MIN COVER
" PROP.4" DIP PIPE, TYP
T MIN. COVER
—PROP. 90° VERTICAL BEND, TYP "
TRANSITION TO WELDED SCHEDULE
10 STAINLESS STEEL
SBR 1
e
45° HORIZ. BEND, TYP
DIGESTER
STAINLESS STEEL DIFFUSER, TYP
SEE SBR PLANS FOR ADDITIONAL
INFORMATION
PIPING NOTE:
PIPING FROM THE BLOWERS TO THE SBR SHALL BE
DUCTILE IRON.
TRANSITION TO WELDED STAINLESS STEEL FOR
HORIZONTAL PIPING ABOVE SBR TANKSS
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REDUCER, TYP
PROP. 4" X 4" X 4" TEE
POST EQ.
PROP. 3" X 2"
REDUCER, TYP
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INFORMATION
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SUPPLIED BY SBR MANUFACTURER
PROP. 8"X 8" X 8" TEE WITH 8" 90° VERTICAL BEND ABOVE
25S
SBR #2
v
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER 2.50'
25S
SBR #1
PROP. 6" FLEXIBLE CONNECTION
SEE DETAIL SHEET
5.42'
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY CONTRACTOR
PROP. 8" X 6"REDUCER, TYP
PROP. 8" X 6"45* LATERAL, TYP
6.14'
PROP. 6"45* BEND
2.50'
L
PROP. 6"90*
LR BEND,
TYP
4S
POST EQ
PROP. 6" 450 BEND
PROP. 6" 90° VERT. BEND
THROUGH FLOOR
9
PROP. 6" 90° VERT. BEND
6" X A" X 6" TEE BELOW
PROP. 6"x 4"90* VERT. BEND
4" X 4" X 4" TEE BELOW
I
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.SHEET
PIPING NOTE:
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DUCTILE IRON.
NOTES:
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR AERATION SYSTEMS TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE PUMP
ROOM SHOWN ON THIS SHEET TO BE SUPPLIED BY THE
MANUFACTURER AND INSTALLED BY THE CONTRACTOR
UNLESS NOTED OTHERWISE.
2. BLOWER INLET PIPING NOT SHOWN FOR CLARITY. SEE
DETAIL SHEET FOR TYPICAL SECTION AND ADDITIONAL
INFORMATION
AERATION PIPING DETAIL
SCALE: 1" = 2'
ADDITIONAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL BLOWER DIMENSIONS PRIOR TO
INSTALLATION OF ANY PIPING
2. ALL CONNECTIONS TO BE PER MANUFACTURER'S SPECIFICATIONS
PROP. 3" x 4"
90° LR BEND,
TYP
'LEXIBLE CONNECTION
SEE DETAIL SHEET
..",."." A" nnO veor ocn11CI MG RFNf1
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BLOWER INLET PIPING,
SEE SHEETS 06.4 &
PROP. 6"X 8"90* LR
EXPANDING BEND
BLOWER INLET PIPING,
SEE SHEETS C6A &
PROP. 8" X 8" X 6" TEE,
8" DIP
Al
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PIPE STANCHION
FIELD CUT AND WELDED TO FIT
SEE SHEET C6.9
PROP. 6'90* VERT. BEND
6"X6"X6"TEE BELOW
SOLBERG BLOWER INLET SILENCER, TYP
SEE SHEET C6.9
SEE WALL PENETRATION DETAIL SHEET C6.9
SECTION AA
SCALE: 1"= 2'
PROP. 6" 90° LR
VERT. BEND, TYP
um
MANUAL BUTTERFLY VALVE, TYP A
SUPPLIED BY SBR MANUFACTURER
SECTION BB
SCALE: V = 2'
6"900 VERT. BEND, TYP
PROP. 6" x 4" 90° VERT. REDUCING BEND
�4"X4"X4"TEE BELOW
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
c 4" MANUAL
BUTTERFLY VALVE
(NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
6" DIP
uo
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PROP. B"X8"X6" TEE, TYP
8" DIP
6" 90° VERT. BEND, TYP
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
V MANUAL BUTTERFLY VALVE (NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
AUTOMATIC BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 8" 90° LR
VERT. BEND, TYP
6" DIP
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6"DIP
- PROP. 6" 90° VERT. BEND
- THROUGH FLOOR
PROP. 8" 45° BEND, TYP
8" DIP
/
AUTOMATIC BUTTERFLY VALVE, TYP
PROP. 8" X 6"
SUPPLIED BY SBR MANUFACTURER
REDUCER,
TYP
/ 3.00'
PROP. 8"
,(
45 -BEND, TYP
(BELOW)
PROP. 6" 45° BEND, TYP
C_--
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PROP. 8" X 6" 45° LATERAL, TYP
\ /
PROP. 8" X 8" X
3.00' 25S
6" TEE,TYP
BACK-UP
(BELOW)
499 SCFM
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MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 8"X 8" X 8" TEE WITH 8" 90° VERTICAL BEND ABOVE
25S
SBR #2
v
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER 2.50'
25S
SBR #1
PROP. 6" FLEXIBLE CONNECTION
SEE DETAIL SHEET
5.42'
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY CONTRACTOR
PROP. 8" X 6"REDUCER, TYP
PROP. 8" X 6"45* LATERAL, TYP
6.14'
PROP. 6"45* BEND
2.50'
L
PROP. 6"90*
LR BEND,
TYP
4S
POST EQ
PROP. 6" 450 BEND
PROP. 6" 90° VERT. BEND
THROUGH FLOOR
9
PROP. 6" 90° VERT. BEND
6" X A" X 6" TEE BELOW
PROP. 6"x 4"90* VERT. BEND
4" X 4" X 4" TEE BELOW
I
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.SHEET
PIPING NOTE:
PIPING FROM THE BLOWERS TO THE SBR SHALL BE
DUCTILE IRON.
NOTES:
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR AERATION SYSTEMS TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE PUMP
ROOM SHOWN ON THIS SHEET TO BE SUPPLIED BY THE
MANUFACTURER AND INSTALLED BY THE CONTRACTOR
UNLESS NOTED OTHERWISE.
2. BLOWER INLET PIPING NOT SHOWN FOR CLARITY. SEE
DETAIL SHEET FOR TYPICAL SECTION AND ADDITIONAL
INFORMATION
AERATION PIPING DETAIL
SCALE: 1" = 2'
ADDITIONAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL BLOWER DIMENSIONS PRIOR TO
INSTALLATION OF ANY PIPING
2. ALL CONNECTIONS TO BE PER MANUFACTURER'S SPECIFICATIONS
PROP. 3" x 4"
90° LR BEND,
TYP
'LEXIBLE CONNECTION
SEE DETAIL SHEET
..",."." A" nnO veor ocn11CI MG RFNf1
r
BLOWER INLET PIPING,
SEE SHEETS 06.4 &
PROP. 6"X 8"90* LR
EXPANDING BEND
BLOWER INLET PIPING,
SEE SHEETS C6A &
PROP. 8" X 8" X 6" TEE,
8" DIP
Al
/�'-y
PIPE STANCHION
FIELD CUT AND WELDED TO FIT
SEE SHEET C6.9
PROP. 6'90* VERT. BEND
6"X6"X6"TEE BELOW
SOLBERG BLOWER INLET SILENCER, TYP
SEE SHEET C6.9
SEE WALL PENETRATION DETAIL SHEET C6.9
SECTION AA
SCALE: 1"= 2'
PROP. 6" 90° LR
VERT. BEND, TYP
um
MANUAL BUTTERFLY VALVE, TYP A
SUPPLIED BY SBR MANUFACTURER
SECTION BB
SCALE: V = 2'
6"900 VERT. BEND, TYP
PROP. 6" x 4" 90° VERT. REDUCING BEND
�4"X4"X4"TEE BELOW
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
c 4" MANUAL
BUTTERFLY VALVE
(NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
6" DIP
uo
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PROP. B"X8"X6" TEE, TYP
8" DIP
6" 90° VERT. BEND, TYP
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
V MANUAL BUTTERFLY VALVE (NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
AUTOMATIC BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 8" 90° LR
VERT. BEND, TYP
6" DIP
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X X---.X--X X X
DLD 6.59'
D
17.51'
17.51'
2.5' 0' 2.5' S. 10'
Z)
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION,
2. SEE UTILITY SHEETS C6.2 &C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6A - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
5. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
UTILITY NOTES:
1. SEE UTILITY AND PIPING PLANS FOR PIPE SIZES AN ADDITIONAL LAYOUT INFORMATION
2. SITE, BUILDING, AND UTILITY CONTRACTORS SHALL COORDINATE CONSTRUCTION ACTIVITIES TO
MINIMIZE DELAYS
3. CONTRACTOR SHALL VERIFY EQUIPMENT SELECTION AND PIPING LAYOUT PRIOR TO BUILDING
SLAB CONSTRUCTION.
4. ANY DISCREPANCIES SHALL BE BROUGHT OT THE ATTENTION OF THE OWNER AND ENGINEER
IMMEDIATELY.
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a
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a
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D
17.51'
17.51'
2.5' 0' 2.5' S. 10'
Z)
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION,
2. SEE UTILITY SHEETS C6.2 &C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6A - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
5. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
UTILITY NOTES:
1. SEE UTILITY AND PIPING PLANS FOR PIPE SIZES AN ADDITIONAL LAYOUT INFORMATION
2. SITE, BUILDING, AND UTILITY CONTRACTORS SHALL COORDINATE CONSTRUCTION ACTIVITIES TO
MINIMIZE DELAYS
3. CONTRACTOR SHALL VERIFY EQUIPMENT SELECTION AND PIPING LAYOUT PRIOR TO BUILDING
SLAB CONSTRUCTION.
4. ANY DISCREPANCIES SHALL BE BROUGHT OT THE ATTENTION OF THE OWNER AND ENGINEER
IMMEDIATELY.
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Z)
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION,
2. SEE UTILITY SHEETS C6.2 &C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6A - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
5. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
UTILITY NOTES:
1. SEE UTILITY AND PIPING PLANS FOR PIPE SIZES AN ADDITIONAL LAYOUT INFORMATION
2. SITE, BUILDING, AND UTILITY CONTRACTORS SHALL COORDINATE CONSTRUCTION ACTIVITIES TO
MINIMIZE DELAYS
3. CONTRACTOR SHALL VERIFY EQUIPMENT SELECTION AND PIPING LAYOUT PRIOR TO BUILDING
SLAB CONSTRUCTION.
4. ANY DISCREPANCIES SHALL BE BROUGHT OT THE ATTENTION OF THE OWNER AND ENGINEER
IMMEDIATELY.
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SELECT MATERIAL
COMPACTED IN 6" LIFTS
SELECT MATERIAL
COMPACTED IN 3" LI
UNDISTURBED EARTH OR ROCK
SHEETED OPEN
TRENCH TRENCH
12 GAG
18"
NOTE:
BELL HOLES NOT SHOWN
NOTE:
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN.
STANDARD EXCAVATION
NOTE:
MINIMUM 30" COVER IN PIEDMONT AND COASTAL AREAS
MINIMUM 40" COVER IN MOUNTAIN AREA
D.I.P. TO BE USED IF LESS THAN MINIMUM COVER
1 1 12/071 UTILITIES. INC. LOGO ADDED 1 SAO
I A R VISI N BY
FINISHED GRADE
r
M
GATE
VALVE
WORD "WATER' CAST IN TOP
�. ,�.•..• _III—I,
STD. BROOKS PRODUCTS
CONCRETE COLLAR FOR
VALVE BOXES
TRACER WIRE "LOOPED" UP INSIDE
VALVE BOX FOR LOCATING WATER MAIN
ADJUSTIBLE CAST
IRON VALVE BOX
2" SQUARE OPERATING NUT
CONCRETE OR WOOD BLOCKING
(OR APPROVED VALVE BOX)
COMPACTED BACKFILL
—.-TRACER WIRE
(#12 GA. COPPER)
WATER ATTACH TO WATER MAIN
MAIN
CONCRETE SUPPORT PAD
(REQUIRED ON GATE VALVES
10" OR LARGER ONLY)
NOTES:
1. GATE VALVE SHALL BE AWWA APPROVED.
2. GATE VALVE SHALL BE LEFT HAND OPEN. (C. C. W.)
3. GATE VALVE TO HAVE 2" SQUARE OPERATING NUT.
1 1 12/071 UTILITIES, INC. LOGO ADDED I SAO
I A REVISION Y
NOTES:
STANDARD EXCAVATION
1. CROSSING A WATER MAIN OVER A SEWER;
90' BEND TEE
WHENEVER ITIS NECESSARY FOR A WATER
A
MAIN TO CROSS OVER A SEWER, THE WATER
72
MAIN SHALL BE LAID AT SUCH AN ELEVATION
16
THAT THE BOTTOM OF THE WATER MAIN IS
SHEETED OPEN
AT LEAST 18" ABOVE THE TOP OF THE SEWER,
TRENCH TRENCH
/
UNLESS LOCAL CONDITIONS OR BARRIERS
12 GAGE COPPER TRACER PREVENT AN 18 INCH VERTICAL SEPARATION; IN
PARE SECURED 70 PIPE
WHICH CASE BOTH THE WATER MAIN AND SEWER
14
SHALL BE CONSTRUCTED OF FERROUS MATERIALS
SELECT MATERIAL III
\\
AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10
COMPACTED IN 6" LIFTS Ii=
FEET ON EACH SIDE OF THE POINT OF CROSSING.
12"MAX. MAX
18
III 12" MIN. 6" MIN. I Ili
2. CROSSING A WATER MAIN UNDER A SEWER;
:`'•' ` ' ': '
WHENEVER IT IS NECESSARY FOR A WATER MAIN
A
SELECT MATERIAL =III LIG
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
COMPACTED 3" LIFTS — pV'
12
—IIIA
AND THE SEWER SHALL BE CONSTRUCTED OF
.I�IIIII
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
I -III I I—II
TO WATER MAIN STANDARDS FOR A DISTANCE OF
II II
10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
II II III—III-1 1—) I-1 I—, I I—I I I—I I II I
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
11 ER IVIII-11I_III-111_ 111=111-111-111-
AT THE POINT OF CROSSING.
NOTE:
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN.
STANDARD EXCAVATION
NOTE:
MINIMUM 30" COVER IN PIEDMONT AND COASTAL AREAS
MINIMUM 40" COVER IN MOUNTAIN AREA
D.I.P. TO BE USED IF LESS THAN MINIMUM COVER
1 1 12/071 UTILITIES. INC. LOGO ADDED 1 SAO
I A R VISI N BY
FINISHED GRADE
r
M
GATE
VALVE
WORD "WATER' CAST IN TOP
�. ,�.•..• _III—I,
STD. BROOKS PRODUCTS
CONCRETE COLLAR FOR
VALVE BOXES
TRACER WIRE "LOOPED" UP INSIDE
VALVE BOX FOR LOCATING WATER MAIN
ADJUSTIBLE CAST
IRON VALVE BOX
2" SQUARE OPERATING NUT
CONCRETE OR WOOD BLOCKING
(OR APPROVED VALVE BOX)
COMPACTED BACKFILL
—.-TRACER WIRE
(#12 GA. COPPER)
WATER ATTACH TO WATER MAIN
MAIN
CONCRETE SUPPORT PAD
(REQUIRED ON GATE VALVES
10" OR LARGER ONLY)
NOTES:
1. GATE VALVE SHALL BE AWWA APPROVED.
2. GATE VALVE SHALL BE LEFT HAND OPEN. (C. C. W.)
3. GATE VALVE TO HAVE 2" SQUARE OPERATING NUT.
1 1 12/071 UTILITIES, INC. LOGO ADDED I SAO
I A REVISION Y
SIZE
W
W
'J z Q
J I— ,�
U
11 1/4' BEND
22 1/2' BEND
45' RENO
90' BEND TEE
PLUG
A
72
72
72
16
16
A/2 A/2
6
12
12
12
76
76
14
8
72
CONCRETE THRUST BLOCK
76
_
UNDISTURBED
EARTH
18
_ Lu I I ZI-1 rI � I I
- =1 11u -o f -j
72
:`'•' ` ' ': '
CONCRETE THRUST
BLOCK
28
22
12
12
18
24
32
32
28
74
T4
20
28
38
38
32
16
76
22
32
42
42
36
LARGER O O
a
. _..• '.
36
48
48
al •. O 0 O O �
20
20
28
40
52
e• e;e:� Q
44
24
24
34
46
64
64
54
30
30
BEND
UNDISTURBED EARTH
78
BEND
66
36
36
50
70
PLAN
94
80
42
ELEVATION
58
NOTE:
108 108
108
92
48
46
66
CARE SHALL BE TAKEN WHEN
PLACING
THRUST BLOCKS
104LLJCL
CARE SHALL BE TAKEN WHEN PLACING
TO KEEP THE FITTING
BOLTS
FREE OF
CONCRETE.
CONCRETE.
THRUST BLOCKS —
DIMENSION "A$$
THRUST BLOCKS —
DIMENSION "A$$
FILE NO.
FILE NO.
WATER DETAILS
SCALE:
WATER DETAILS
SCALE:
N.T.S.
N.T.S.
TYPICAL THRUST BLOCK
°nuc. 2003
TYPICAL THRUST BLOCK
°nuc. 2003
FOR BENDS
FOR TEES
5701 Westpark Da, Saito 101
utilities, InG P.O. Boz 240906
STANDARD
ETAIL NUMBER
1 12/07
UTILITIES, INC. LOGO ADDED
SAONC/TN
C .dolte, N.C. 28224-0908
[phone]
W-6
NO. AT
ASION
N A
Y
YY
SIZE
W
W
'J z Q
J I— ,�
U
11 1/4' BEND
22 1/2' BEND
45' RENO
90' BEND TEE
PLUG
4
72
72
72
16
16
74
6
12
12
12
76
76
14
8
72
12
76
22
22
18
70
72
14
20
28
28
22
12
12
18
24
32
32
28
74
T4
20
28
38
38
32
16
76
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108 108
108
92
48
46
66
90
124 124
124
104LLJCL
LOCKING HOLE
FREEZELESS YARD HYDRANT ASSEMBLY
IOWA® MODEL Y34 OR Y1
2'x2'.x4" THICK
CONC. SPLASH PAD -
WASHED STONE
FOR DRAINAGE
27 -1 /2"
FINISHED
77
3'-0" MIN. BURY
NOTE:
FREEZELESS HYDRANT TO BE IOWA ®MODEL Y34 OR Yt OR APPROVED EQUAL
1 1 72/071 UTILITIES, INC. LOGO AODEO 1 SAO
10. DATE REVISION BY
Y U CO
A
A/2 A/2
11 1 4' BEND
22 1 2' BEND
45' BEND
a
IT111MI—I 111
—11E= UNDISTURBED
4
EARTH
12
12
•: ' • • ''' •
' �'"•
14
6
CONCRETE THRUST BLOCK
12
72
CONCRETE
THRUST
BLOCK
IIIt
12
12
16
P28
22
18
10
12
14
20
It e' a
28
22
12
12
nevO
24
.Y.. tl,. •..
32
28
14
�•n a
20
28
38
32
16
16
22
LARGER
ARGER
0 O
Q
18
26
36
48
O
a
40
20
20
28
_
II
�
52
44
TEE
24
34
46
64
64
54
I�III-I_Il—1
+rrS1�t.L1-rt
l ---I �I�T-
42
58
78
78
66
36
36
50
70
94
94
UNDISTURBED EARTH
42
PLAN
58
80
108
ELEVATION
92
NOTE:
46
66
90
124
124
CARE SHALL BE TAKEN WHEN PLACING
THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF
CONCRETE.
THRUST BLOCKS —
DIMENSION "A$$
FILE NO.
WATER DETAILS
SCALE:
N.T.S.
TYPICAL THRUST BLOCK
°nuc. 2003
FOR TEES
15701 Westpark Dc, Salle 101
Utllitiegi IRC P.O. Box 240908
STANDARD
ETAIL NUMBER
1 12/07
UTILITIES, INC. LOGO ADDED
SAO
Choaolle,28224-0908
end [phone]
`,(/—�
N A
VISION
Y
YY
SIZE
11 1 4' BEND
22 1 2' BEND
45' BEND
a
TEE
PLUG
4
12
12
12
16
14
6
72
12
72
16
14
8
12
12
16
P28
22
18
10
12
14
20
28
22
12
12
78
24
32
28
14
14
20
28
38
32
16
16
22
32
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
CONCRETE THRUST BLOCK
5/8" 0 THREADED ROD
(GALVANIZED OR
TE
BITUMINOUS COATED)
CL
11 1/4' BEND 22 1/2*
BEND
4"0 &
a
LARGER:;-
PLUG
4
12
12
1
16
�•
a
6
12
12
L�IT1—I,.....•
.e.
UNDISTURBED EARTH
— 2" PLUG TO
STANDARD BLOW -OFF
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/4' BEND 22 1/2*
BEND
45' BEND
90' BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
_ _ 46 _
66
90
124
124
104
THRUST BLOCKS — DIMENSION "A"
1 1 12/071 UTILITIES, INC. LOGO ADDED ( SAO
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7" MIN.
PROVIDE FLEXIBLE I
PER ASTM C443 &
FLEXIBLE
SEE NOTI
SEE STD. DETAIL NO. S-5
3 COURSES OF
BRICK MAX.
STEP - SEE D. w,
DETAIL N0. S-4 w
rc
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
INFLUENT PIPE
PLACE ON UNDISTURBED EARTH
OR COMPACTED FILL MATERIAL
CONCRETE SUPPORT COLLAR
UTILITIES, INC. LOGO ADDED
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478-72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SQ. IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SQ. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL IN AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN O.D.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKFILLING
8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF.
10. ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
13. JOINTS TO BE THOROUGHLY SEALED WITH FLEXIBLE
VULCANIZED BUTYL RUBBER TO PREVENT INFILTRATION.
14. ALL MANHOLES OVER 16' TOTAL DEPTH
SHALL HAVE OSHA APPROVED STAINLESS
STEEL LADDER IN LIEU OF MANHOLE STEPS
15. ALL PIPE CONNECTIONS SHALL CONSIST OF AN
APPROVED CONTINUOUS BOOT OF 3/8" MINIMUM
THICKNESS NEOPRENE CONFORMING TO ASTM C923.
INSTALLED BOOT SHALL RESULT IN A WATER -TIGHT
CONNECTION MEETING THE PERFORMANCE
REQUIREMENTS OF ASTM C443.
SAO
EXISTING OR FINISHED GRADE
-III-III-III-III-III-III -III-II -III-III-III III-IIIII�
I I I -I I I1 -I 11=1 I1=1 11=1 11=1 t I- 1-I I1=1 11=1I 1=1 11=1 �'
"_]i1-III-ITI=TI=III1=' TL=1I1=1I1=1I1W-
� I -III -I 11="'-
LATERAL PIPE WITH LESS THAN 3' COVER MUST BE DIP
USE AIRTIGHT CONNECTOR FOR TRANSITION
NOTES:
1. IF TEE IS DUCTILE IRON, BEND AND LATERAL PIPE MUST BE DUCTILE IRON.
2. IF TEE IS PVC, BEND AND LATERAL PIPE MUST BE PVC.
3. TEE AND BEND TO BE FULLY ENCASED IN #67 CRUSHED STONE.
4. INSTALL ELDER VALVE AT PROPERTY LINE. SEE STD. DETAIL S-14.
12/071 UTILITIES. INC. LOGO ADDED I SAO
7" MIN.
SEE STD. DETAIL N0, S-5
24' 3 COURSES OF
BRICK MAX.
JOINT DIP (MIN) OR DIP
T
y TO UNDISTURBED GROUND
1 \ \PL90ASTIIC PIPE
JOINT
STEP - SEE STD.
DETAIL NO. S-4
STRAIGHT WALL OF M.H. TO
BE LOCATED OVER INFLUENT
PIPE OR OVER WIDEST SHELF
VOID TO BE
MASONRY FILLED
/y1
00
0" OR
M
W
w
5" MIN. m
3 - #6 REBARS -
POUR 3'x 3' CONCRETE
FOOTING, 6"THICK TO
SUPPORT DROP IN STRUCTURE
ISLE BOOT
NOTE #15
DETAIL $-I)
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478-72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SQ. IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SQ. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL IN AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN O.D.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKFILLING
8. INVERTS IN 5" DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF.
10. ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
13. PROTECTIVE WALL FOR OUTSIDE DROP SHALL
BE A MINIMUM OF 4" MASONRY, AN 8" WALL
MAY BE REQUIRED UNDER SOME CONDITIONS.
14. THE SLOPE OF THE OUTSIDE DROP TROUGH
SHALL BE 1/4" PER FOOT.
15. DROP STRUCTURE MAY BE FORMED AND
POURED OF 3600 PSI CONCRETE IN LIEU OF
MASONRY.
16. FOOTING FOR DROP MAY BE POURED AS PART
OF THE MANHOLE BASE SLAB OR FIELD POURED
AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO
MANHOLE BASE 2" FROM TOP OF SLAB.
GROUT INTO 8" DEEP HOLES WITH EXPANSION
GROUT.
17. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN
CONE SECTION.
18. JOINTS TO BE THOROUGHLY SEALED WITH FLEXIBLE
VULCANIZED BUTYL RUBBER TO PREVENT INFILTRATION.
19. ALL MANHOLES OVER 16" TOTAL DEPTH
SHALL HAVE OSHA APPROVED STAINLESS
STEEL LADDER IN LIEU OF MANHOLE STEPS
UTILITIES. INC. LOGO. ADDED I SAO
COVER FACE
COVER BACK
(2) TYPE ONE PICKSLOTS
(2) 1" VENT HOLES
COVER SECTION
ESTIMATED WEIGHT
VULCAN TYPE V-1383
LOAD RATING - HEAVY DUTY
FRAME 240 LBS.
COVER 145 LBS.
TOTAL 385 LBS.
/8"
PICKSLOT DETAIL
SURFACE
BE MACH]
1/2
FRAME PLAN
25-1/4"
23-1/2"
TO 1-1/4"
NED
CO
21-1/2"
25-1/4"
4 11
UTILITIES, INC. LOGO ADDED I SAO
FRAME SECTION
NOTE: SOLID LID WHERE INFILTRATION IS POSSIBLE.
LOCKING LID IN YARDS AND PUBLIC AREAS.
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72"
COPOLYMER POLYPROPYLENE PLASTIC
1/2" GRADE 60 STEEL REINFORCEMENT
NOTE:
THIS STEP TO BE DRIVEN INTO
TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT
USE AS A GROUTED -IN STEP.
SECTION A -A
5-3/4"
FILE N0,
SANITARY SEWER DETAILS
SCALE:
N.T.S.
PLASTIC STEP
DAUG. 2003
FOR PRECAST MANHOLES
�.` 5701 Westpork Dr.. Suito 101
Utl�ttfEs, Inc. Box 2409028224-0908
STANDARD
ETAIL NUMBE
1
C a,
12/07 UTILITIES, INC. LOGO ADDED SAO n; [phone]
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SOLBERG BLOWER INLET SILENCER, TYP NOTE:
SEE AERATION PIPING PLAN AND BLOWER PIPING MAY BE CL 50 DIP OR GALVANIZED STEEL OR SCH. 40 STEEL PIPE.
6" FLANGE, TYP SILENCER DETAIL FOR ADDITIONAL ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF ENAMEL PER OWNER'S COLOR SELECTION.
BY MANUFACTURER INFORMATION ALL CONNECTS SHALL BE MADE PER MANUFACTURER'S SPECIFICATIONS.
SEE AERATION PIPING PLAN FOR LAYOUT AND SIZING.
6" PLUG VALVE IN 6" DIA SS PIPE STUB, TYP
VALVE BOX, TYP BY MANUFACTURER
BLOWER INLET PIPING
N FOR SIZE BUTTERFLY VALVE (SUPPLIED CONTRACTOR)
TANK WALL, TYP SEE AERATION PIPING SEE AERATION PIPING PLAN FORR ADDITIONAL INFORMATION
\ - BLOWER INLET CONNECTION
y` SEE BLOWER INLET CONNECTION DETAIL
SEE WALL PENETRATION DETAIL
i
PIPE STANCHION FILTER (SHOWN REMOVED)
FIELD CUT AND WELDED TO FIT
POSITIVE DISPLACEMENT BLOWER IN SOUND
jai ® ENCLOSURE, TYP
' 4 Q / SEE BLOWER BUILDING LAYOUT AND AERATION
Q CONgRETE FOUNDATION, aQ a,;� _, i PIPING PLANS FOR ADDITIONAL INFORMATION
(SEIZISTRUCTURA6 PLAN)
FLEXIBLE CONNECTION, ONE-WAY VALVE, & OUTLET
FLANGE PROVIDED BY BLOWER MANUFACTURER
BLOWER OUTLET PIPING
SEE AERATION PIPING PLAN FOR SIZES
BUTTERFLY VALVE (SUPPLIED BY SBR MANUFACTURER)
SEE AERATION PIPING PLAN FOR ADDITIONAL INFORMATION
C6.9 A ELEVATION
I
( I
A
I I
IB
1/8" NPT
SOLBERG SILENCERS
NOTES:
1. SILENCER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
2. SOLBERG SILENCERS ARE USED TO PROTECT BLOWER PACKAGE
AIR INTAKE FROM LARGE DEBRIS AND WILDLIFE WHEN INTAKE AIR
IS BEING DUCTED FROM OUTDOORS.
3. OUTDOOR SILENCER HAS NO FILTER ELEMENT, ONLY A STAINLESS
STEEL MESH SCREEN FOR LARGE DEBRIS. THE SOLBERG UNIT
SERVES AS A PIPE NOISE SILENCER AND WEATHER HOOD.
4. SILENCER TO BE FINISHED WITH BAKED -ON ENAMEL FOR
OUTDOOR USE.
5. ALL SILENCERS SHALL INCLUDE A STAINLESS STEEL ELEMENT.
NTS
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NOTE:
CONTRACTOR TO INSTALL SLEEVE AND SEAL PER MANUFACTURER'S
SPECIFICATIONS
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, AND SEAL
PRIOR TO START OF CONSTRUCTION
C6.9 A SECTION
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
STAINLESS STEEL BOLT, TYP
PRESSURE PLATE
STEEL WALL SLEEVE
WALL
ANCHOR COLLAR WITH 2"
WATER STOP CONTINUOUSLY
WELDED ON BOTH SIDES
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C6.9 A SECTION
4" 316 SS CAM & GROOVE QUICK
CONNECT - FOR PUMPER TRUCK
W/ 4" DUST CAP (NOT SHOWN)
3' X 3' X 4" (T) CONCRETE PAD
SEE SITE PLAN FOR ORIENTATION
FINAL GRADE (TYP)
4 . .
s .n.
}
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'
FOR CONTINUATION
-_
f.
STEEL BOLLARD
PLAN (SEE DETAIL)
t4" OFF OF EDGE OF PAD
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NOTE:
CONTRACTOR TO INSTALL SLEEVE, SEAL, AND EXPANSION JOINT
PER MANUFACTURER'S SPECIFICATIONS
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, SEAL,
AND EXPANSION JOINT PRIOR TO START OF CONSTRUCTION
EBAA FLEX -TENDO (FJ -FJ)
FLEXIBLE EXPANSION JOINT
SEE INDIVIDUAL PLAN SHEETS
FOR PIPE SIZE
C6.9 A SECTION
4,
SIX 4" REDUCER
NTS
6" 90' VERT. BEND
3'X 3'X4"(f)
CONCRETE PAD
o '-III
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--- 6" 90' VERT. BEND
SECTION
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
STAINLESS STEEL BOLT, TYP
a
q . WA�.L
I� WALL .a<,�`✓,°'
RESILIENT WATERPROOF CAULKING
ANCHOR COLLAR WITH 2" WATER STOP
CONTINUOUSLY WELDED ON BOTH SIDES
STEEL WALL SLEEVE
NTS
NTS
NOTE:
1. THIS DRAWING PROVIDED FOR REFERENCE ONLY
2. CONTRACTOR SHALL VERIFY INFORMATION WITH OWNER PRIOR TO
CONSTRUCTION.
3. ALL CONNECTS SHALL BE MADE PER MANUFACTURER'S SPECIFICATIONS.
4. SEE AERATION PIPING PLAN FOR LAYOUT AND SIZING.
POSITIVE ^....,.....-...-.,r MI ..,.,r.,
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AERZEN 4S & 10S
100.0
(3.94")
AERZEN
088.9 DISCHARGE
(3.501
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CONNECTION (oml
40.0
[1.57'7
' CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
AERZEN 25-S
150.0
15.90")
AERZEN
0141.3 DISCHARGE
44 �3
15.56"]
CUSTOMER PIPE 10.0 GAP
CONNECTION (0.391
70.0
(2.76"1
' CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
TYPICAL BLOWER INLET SLEEVE CONNECTION
C6.9 A SECTION
VERTICAL CLOSE COUPLED SOLIDS HANDLING
PUMP PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER PUMP
MANUFACTURER'S SPECIFICATIONS
PROP ECCENTRIC EXPANDER
SEE UTILITY PLAN FOR SIZE
SUCTION
DISCHARGE
e
CONCRETE FOUNDATION .4
° a ' (SEE STRUCTURAL PLAN). :q d °q a
G
6" M CONCRETE
EQUIPMENT BASE
SEE UTILITY PLAN,
STRUCTURAL PLAN,&
MANUFACTURER'S
SPECIFICATIONS
JET AERATION PUMP SETTING PLAN
ELEVATION C6.9 NTS
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FLOW
OUTLET
STYLE
OUTLET
A
B
C
WEIGHT
AERZEN PART No.
SOLBERG PART
REPLACEMENT
(SCFM)
SIZE
CONNECTION
(LBS)
No."
ELEMENT No.'*
4S & 10S
520
4"
COMPACT
FLANGE
14"
4"
16"
44
21-000648-04-S
2G -274S -400F
2745
25S
1100
6"
COMPACT
FLANGE
15"
5"
16"
47
21-000648-06-1
2G -274S -600F
2745
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CONTRACTOR TO INSTALL SLEEVE AND SEAL PER MANUFACTURER'S
SPECIFICATIONS
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, AND SEAL
PRIOR TO START OF CONSTRUCTION
C6.9 A SECTION
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
STAINLESS STEEL BOLT, TYP
PRESSURE PLATE
STEEL WALL SLEEVE
WALL
ANCHOR COLLAR WITH 2"
WATER STOP CONTINUOUSLY
WELDED ON BOTH SIDES
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C6.9 A SECTION
4" 316 SS CAM & GROOVE QUICK
CONNECT - FOR PUMPER TRUCK
W/ 4" DUST CAP (NOT SHOWN)
3' X 3' X 4" (T) CONCRETE PAD
SEE SITE PLAN FOR ORIENTATION
FINAL GRADE (TYP)
4 . .
s .n.
}
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'
FOR CONTINUATION
-_
f.
STEEL BOLLARD
PLAN (SEE DETAIL)
t4" OFF OF EDGE OF PAD
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NOTE:
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PER MANUFACTURER'S SPECIFICATIONS
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, SEAL,
AND EXPANSION JOINT PRIOR TO START OF CONSTRUCTION
EBAA FLEX -TENDO (FJ -FJ)
FLEXIBLE EXPANSION JOINT
SEE INDIVIDUAL PLAN SHEETS
FOR PIPE SIZE
C6.9 A SECTION
4,
SIX 4" REDUCER
NTS
6" 90' VERT. BEND
3'X 3'X4"(f)
CONCRETE PAD
o '-III
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SECTION
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
STAINLESS STEEL BOLT, TYP
a
q . WA�.L
I� WALL .a<,�`✓,°'
RESILIENT WATERPROOF CAULKING
ANCHOR COLLAR WITH 2" WATER STOP
CONTINUOUSLY WELDED ON BOTH SIDES
STEEL WALL SLEEVE
NTS
NTS
NOTE:
1. THIS DRAWING PROVIDED FOR REFERENCE ONLY
2. CONTRACTOR SHALL VERIFY INFORMATION WITH OWNER PRIOR TO
CONSTRUCTION.
3. ALL CONNECTS SHALL BE MADE PER MANUFACTURER'S SPECIFICATIONS.
4. SEE AERATION PIPING PLAN FOR LAYOUT AND SIZING.
POSITIVE ^....,.....-...-.,r MI ..,.,r.,
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AERZEN 4S & 10S
100.0
(3.94")
AERZEN
088.9 DISCHARGE
(3.501
CUSTOMER PIPE 10.0 GAP'
CONNECTION (oml
40.0
[1.57'7
' CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
AERZEN 25-S
150.0
15.90")
AERZEN
0141.3 DISCHARGE
44 �3
15.56"]
CUSTOMER PIPE 10.0 GAP
CONNECTION (0.391
70.0
(2.76"1
' CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
TYPICAL BLOWER INLET SLEEVE CONNECTION
C6.9 A SECTION
VERTICAL CLOSE COUPLED SOLIDS HANDLING
PUMP PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER PUMP
MANUFACTURER'S SPECIFICATIONS
PROP ECCENTRIC EXPANDER
SEE UTILITY PLAN FOR SIZE
SUCTION
DISCHARGE
e
CONCRETE FOUNDATION .4
° a ' (SEE STRUCTURAL PLAN). :q d °q a
G
6" M CONCRETE
EQUIPMENT BASE
SEE UTILITY PLAN,
STRUCTURAL PLAN,&
MANUFACTURER'S
SPECIFICATIONS
JET AERATION PUMP SETTING PLAN
ELEVATION C6.9 NTS
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PROP. 8" 90' VERTICAL
PROP. 8" 90' VERTICAL BEND —�
PROP. 8" GATE VALVE
PROP. 8" X 12" EXPANDER
PROP. ULTRAVIOLET
DISINFECTION UNIT,
PROVIDED BY OWNER
8" DIP
BLOCKING BY CONTRACTOR
PER MANUFACTURERS
SPECIFICATION
r�1 = \ =
a
0
;0
CLOTH MEDIA FILTER
PROVIDED BY OWNER
FLOOR
PROP. 8" TEE
BRANCH TO SECOND UV UNIT
8" GATE VALVE IN BRANCH
C6.10A ELEVATION NTS
7
C6.10
FLOW MONITORING WEIR BOX
SECTION
DESCRIPTION:
LAYOUT, UV3000PTP-3001M 1 CHANNEL
1 BANK 4 LAMPS WEIR
NOTES:
No SLOPE CHANNEL FLOOR.
: CHANNEL WIDTH h DFPTI MUST BE KEPT WTT IN A TOLERANCE OF + OR -)(' [BI.
: ANCHOR BOLTS ARE N42 SUPPLIED BY TROdW TECHNOLOGIES
: BOLTS WASHERS h NUTS FOR CONNECTION OF CHANNEL TO TRANSITION BOXES ARE
PRONGED BY TROJAN TECHNOLOGIES.
SYSTEM CONDUIT, WIRING. DSIRIBVTON PANELS Q INTERCONNECTIONS BY OTHETtS.
ELECTRICAL REQUIREMENTS SHOWN ARE TO SUPPLY TROM W EQUIPMENT ONLY.
ELECTRICAL INRUSH FACTOR TO BE ADDED AS PER LOCAL CODE
: ANY EXTRA OUTLETS NOT BEING USED BY TROJAN EOWPUDIT HAVE Ha BEEN
INCLUDED IN THE INTERCONNECT AMPERAGE
: CONTRACTOR TO RENEW AL TROJAN TECHNOLOGIES INSTALLATION
INSTRUCTIONS PRIOR TO EQUIPMENT INSTALLATION.
: ACCESS S REARED FOR MODULE RENTAL - NOTE THE CHANNEL WUM
AND ENSURE ADEOMTE ACCESS S PROVIDED TO ALL MODULES.
: 00 BM ENCASE THE STEEL CKA NNEL IN CONCRETE
: [ I INDICATES MIWME ERS UNLESS OTHERWISE SPECIFIED.
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
No.
DESCRIPTION
FROM
70
1
SPUTTER PANEL POWER SUPPLY
DSTWBUTM PANEL
SPUTTER PANEL
WALL MOUNTED
120V. 1 PIRM 2 WIRE, ACTUAL DRAW
(DP) MOT SHOWN)
ER
(BY OTHERS)
2" SCH. 40
31.7 AMPS / SPUTEN PANEL
(BY OTHERS)
4.80"
2
POWER DSIRSUIgN RECEPTACLE (POR)
SPUFIEN PANEL
PDR
7"
POWERPPLY
SUPPLE,
(BY OTHERS)
ll/fff
Wr GRAPTN PLUG
i [25j N
I 2 WIRE,
2" SCH. 40
7-
W
ACTUAL DRAW 5.3 AMPS / PDR
'IV x 2"
BANK to
3
SYSTEM MONITOR POWER SUPPLY
DP (NOT SHORN)
SYSTEM MONITOR
11.10"
120A. 1 PHASE, 2 WIRE, 5 AMPS
07HER5
8"x8"x'/4"
00.53•
ne
.n
w
NPT
WITH PLUG
OJAN UV - END VIEW AND NOTES
HOLE M: BOLT
CIRCLE TO FIT
100 [3000]
(FOR DIN, BS & JUS)
PIPE h FLANGE
END VIEW
(EYP I CAL)
SCAM -AS SHOWN
Y-10}'
NOTE: PDR SPLITTER PANEL (BY OTHERS)
AND SYSTEM MONROR NOT SHOWN
FOR CLAN
NTS
PROP. 10" TEE
BRANCH TO WEIR INLET
01 •
5
C6.10
EX.
MPOARY AERATION BASIN CONNECTION
SECTION
DESCRIPTION:
LAYOUT, UV3000PTP-3001M 1 CHANNEL
1 BANK 4 LAMPS WEIR
1
FULL CIRCLE SUPPORT DETAIL
NTS
NTS k C6.10 A SECTION
NTS
ROJAN UV - PLAN VIEW
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
NTS
6
C6.10
SUPPORT
SIZE
J r.7
STRAP
SIZE
THREAD
STUD
BASE
PLATE
EXTENSION
PIPE REQ'D
MIN. DIST.
TO FLOOR
,
WALL MOUNTED
3/8" x 2"
V x 6"
4"x6"X'/P
2" SCH. 40
J
SYSTEM MOM70R
4.80"
'Y2" x 2"
V x 6"
(TYPIONe
STANDARD 30mM
LEVET. CONTROL W19R MODULE LAMP STARS NflWNO
7"
6"
6.90"
ll/fff
Wr GRAPTN PLUG
i [25j N
PLATE (TYPICAL)
2" SCH. 40
7-
W
9.05"
'IV x 2"
BANK to
8"x8"xl/4l
2" SCH. 40
7"
10"
11.10"
'/2" x 2"
1"x6"
8"x8"x'/4"
2" SCH. 40
7"
12"
13.20"
YT x 2"
1" x 6"
8"x8"XY4"
2" SCH. 40
7"
77-=a
V
......ACCESS
PLATE MATH
4b'�1M10r ANC SOXBOLTS
I,j'
1}'
WARNING LABEL
(BY OTHERS)
(T
PLAN VIEW
A
SCALEAS SHOWN
DOi
ROJAN UV - PLAN VIEW
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
NTS
6
C6.10
SUPPORT
SIZE
PIPE
O.D.
STRAP
SIZE
THREAD
STUD
BASE
PLATE
EXTENSION
PIPE REQ'D
MIN. DIST.
TO FLOOR
V.
3.96"
3/8" x 2"
V x 6"
4"x6"X'/P
2" SCH. 40
7"
4"
4.80"
'Y2" x 2"
V x 6"
8"X8"x'/s"
2" SCH. 40
7"
6"
6.90"
1/2" x 2"
1"x 6"
8"X8"xY4"
2" SCH. 40
7-
W
9.05"
'IV x 2"
1"x6"
8"x8"xl/4l
2" SCH. 40
7"
10"
11.10"
'/2" x 2"
1"x6"
8"x8"x'/4"
2" SCH. 40
7"
12"
13.20"
YT x 2"
1" x 6"
8"x8"XY4"
2" SCH. 40
7"
FULL CIRCLE CLAMP SUPPORTS ARE TO BE FACTORY FABRICATED UNITS.
NO CONTRACTOR FABRICATED SUPPORTS ARE ALLOWED. MATERIAL TO BE
304L STAINLESS STEEL. UPPER AND LOWER MATCHING SADDLES ARE EACH
TO ENCOMPASS 1700 OF PIPE, AND ARE TO BE FORMED TO ACTUAL PIPE
DIAMETER. A NEOPRENE LINER IS REQUIRED WHEN SUPPORTING STEEL OR
PVC PIPE. SUPPORT DESIGN SHALL HAVE BEEN TESTED TO WITHSTAND A
MINIMUM OF 10,000 POUNDS COMPRESSIVE LOAD. TEST CERTIFICATION
MUST BE AVAILABLE. SUPPORTS SHALL BE STANDON MODEL C92 AS
MANUFACTURED BY -MATERIAL RESOURCES INC. OR APPROVED EQUAL.
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LAYOUT, UV3000PTP-3001M 1 CHANNEL >
1 BANK 4 LAMPS WEIR
SPUTTER PANEL (BY 07HEK WALL MOUNTED SYSTEM MONITOR Z
TEDVNIHIN aw CD
of CHANNEL
�°" 15 t?. [4,572m]O
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STANDARD PLUG 4-84 WSOOOPIP-W.IOOIM MODULE W
W/ GROUND I [ 10 REWIRED / BANK Q
POWER CORD REMOVABLE
10'[3448m] "J" LEVET. STANDARD
300. WEIR COVER PLATE
PDR / TRANSITION BOX
EFFL(BY oENTiNPIPE
) "}•- ` L — — — — — — — Y INFLUENT PIPE
WL -2.41' (BY OTHERS)
L_ [0.735m]
Wtr2.07' 111
0
02' [osD]
mMpvPkAO
FRONT VIEW
SCALE. -AS SHOWN
ROJAN UV - ELEVATION
ELEVATION
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
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A Filter HWL / BW Init Level
(See Critical Note)
Tank Effluent
Control Weir
Filter Control Panel,
Conduit not shown for clarity
FFPTM Filter Element
(Typ 4 Places)
Influent Valve, 4"
(Typ 4 Places)
Valve Actuator Not shown for clarity
Backwash Valve, 6"
(Typ 4 Places)
Valves and manifold not shown for
clarity
Backwash Manifold, 6"
w/ Blind Flange One End Only
Air Vent Header � I -77.5" Lay
Tank Overflow,
6" Flange shown Air Scour Vent Hose
........ .......... '------ (See Critical Notes) w/ Coupler, 2" ID
0 o I I (Typ 4 Places)
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(Typ 4 places) :o` v
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CA Backwash Valve 6"
Nominal Element
Centers
54.5"
O1 (Typ 4 places)
CA Backwash
Manifold, 6"
Backwash Rate
Control Valve, 6"
Critical Notes:
- Filter Influent HWL (backwash initiation float level) is set approximately 2" below the overflow weir. Engineer shall design
all elevations and hydraulics to accommodate all water levels expected in the filter influent channel, including flow up to and
over the overflow weir.
- Overflow flange as shown is sized to match BW piping and is not designed to accommodate 100% of influent flow.
Overflow box dimensions and flange diameter may need to be significantly larger for systems with pumped influent or
significant hydraulic peaking factors where full bypass or overflow potential is desired.
Notes:
- All Tank materials & fasteners to be Type 304 Stainless Steel or other non -corrosive materials. All piping to be Schedule 10
Stainless Steel. All connections to be ANSI standard 125 Ib Flanges.
- Nominal assembly / dry weight: 3800 Lbs. Nominal operating / wet weight: 12,200 Lbs.
- All piping and piping connections to and from filter by others.
- Filter shall be mounted to concrete floor or pad and anchored with stainless steel anchorage. Concrete, pad, anchors,
design, and installation by others.
- Manual Hoist for element removal not shown.
- Compressed air source @90psi required to operate valves & air scour system.
- Filter control panel (FCP) factory mounted to tank at influent side. Conduit and wiring for incoming power (120VAC, 1ph,
20AMP) by others.
- FCP may be optionally shipped loose for field mounting remotely by others with J -Box mounted to filters influent side.
Conduit & wiring between remotely mounted FCP and Tank mounted J -Box by others.
Hoist Socket, 1 per 2
elements
Air Scour Supply Piping, 3/"
(Typ 4 Places)
Effluent Control Weir,
Fixed
FFPTM Filter Elements
(Typ 4 Places)
Influent Valves, 4"
(Typ 4 places)
Valve actuators not shown for clarity
Backwash Valve, 6"
(Typ 4 places)
Valve actuators not shown for clarity
Backwash Manifold
w/ 6" Flange and Blind Flange
One End Only
Filter Control Panel,
Tank Mounted
5.5"
Effluent Connection
8" Flange
, 8" Flange &
n, 6" Flange shown
rtes)
Air Scour Supply Hose, w/
coupler 1/4" ID
(Typ 4 Places)
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Air Valve, %"
(Typ 4 Places)
Air Scour
Manifold
Common Air Connection
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Filter Underdrain
(Typ 4 Places)
44 Drawing for general layout
and sizing purposes only,
NOT FOR FABRICATION
Notes:
- The following components are not shown for clarity:
Air vent header & hoses, pneumatic valve actuators,
air scour supply hose, conduit, fasteners, anchorage,
covers, hoists, and piping connections.
- Filter control panel (FCP) may be optionally shipped
loose for field mounting near the filter or remotely.
Conduit from Remote mounted FCP to filter junction
box (not shown) by others.
- Work with drawing F160424 -GA .
Drawing for general layout
and sizing purposes only,
NOT FOR FABRICATION
Filter Control
Panel (FCP)
Factory mounted to
influent end of filter #1
(see GA drawings)
!O numnaak
Filter Panel Power
(120VAC, 9ph, 6011z, 20A) ❑— — — — — — — —I
I
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Ethernet Connection I
(Optional)
Customer
°—
Compressor Power
i
I Filter #1
t
Filter #1 Air
......... Scour
1 Manifold
Common
0 o I Connection Point
NPT(F)
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Filter(5um) Filter(1um)
• %d NPT(F) '/z NPT(F)
Item Quantity Description
No.
1 1 FFPTM 160424 Tankage, 304 SS
2 4 FFP'*' Element, typical, 24 sf as
3 NA Element Overhead Winch, Indoor locations
4 1 Removable Hoist Assembly, Indoor or Outdoor locations
5 Element Removal Position
6 1 Air Scour Manifold, 304SS, Factory Mounted to Tank
7 Others Influent piping, CS or equivalent, 8" Dia
8 Others Effluent piping, CS or equivalent, 8" Dia
9 Others Backwash Discharge piping, CS or equal, 6" Die
10 Others Overflow piping, CS or equivalent, 6" Dia
11 Others Concrete Pad or Floor, Sizing & Details by Engineer
ONotes:
1) All filter materials to be Type 304 Stainless Steel, PVC, Acrylic or other non-
corrosive materials. All fasteners to be Type 304 Stainless Steel.
2) All piping to be Schedule 10 Stainless Steel. All connections to be ANSI
standard 125 Ib Flanges. All piping and piping connections to and from filter by
others.
3) Nominal Assembly Weight (Dry): 3800 Lbs. Nominal Filter Operating Weight
when full (Wet): 12,200 Lbs
4) NA
5) NA
6) NA
7) Contractor shall provide wiring and conduit for filter power (120VAC, 1 Ph, 60Hz,
20Amp). See electrical interconnection diagram for wiring connection details.
8) Pneumatic airlines for all valves shall be provided at the factory to a common
connection point near the air scour manifold inlet. Pressurized air from a local
compressor or plant air source of 90 psi minimum shall be connected at the
common connection point. Air line, plumbing, and conduit from compressor to the
filter by others.
9) Concrete design, details, thickness, rebar, strength requirements, and substrate
to be determined by engineer familiar with site and appropriate for local conditions.
Installing contractor to provide appropriate anchorage for tank and pneumatic skid.
10) All dimensions, loads, elevations, and other information provide for illustrative
purposes only and are not specific to any particular project or location. Not for
fabrication or field erection.
11) Any stairs, walkways, railings, and details shown are for illustrative purposes
only & shall be designed and provided by others. All walkways should support
minimum loads as dictated by local construction codes.
12) Tankage dimensions and details can be found on drawing F160424-GA/Plan.
13) Hoist for element removal only, Not for moving people, or loads over people.
Weight not to exceed 300 lbs.
14) Tank overflow piping not shown for clarity. Overflow can be optionally directed
to effluent channel, backwash channel, or to another location as determined by
others.
/1 Top of Hoist (at insertion)
13.0 Ft
Top of Hoist (inserted)
12.33 Ft
7 5
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To of Tankage Vent , t"IIS t r \ 2
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Tank Overflow Lever
7.75 Ft 14 10 0 '\ ••''•, `•,, •�,, �-``•,,`*•*, i (.\\a
Top of Tank
I 6.08 Ft
/1 Influent Normal Operating r`
I'' Effluent Weir Level
Level, 5.35 Ft n 1 r r I ----------------- >l • to F 95 Pt
TOD of concrete
11 0.0 Ft /
Top
o of Media
4.25 Ft lit
n Iti (fite`ngg�oslt\io \ i "n
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
10 3 11
9
Concrete Pad
& Thickness by Engineer
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE
INSTALLED BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS
ARE CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER
IMMEDIATELY.
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and sizing purposes only,
NOT FOR FABRICATION
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SEE GRADING PLAN FOR
ADDITIONAL INFORMATION
N/F
8583-56-6509-000
CORBY DAVID J & SUSAN
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EXISTING UTILITIES NOTE:
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INFORMATION.
CONTRACTOR TO FIELD VERIFY ALL INVERT ELEVATIONS AND UTILITY LOCATIONS INCLUDING
VERTICAL ELEVATIONS PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES.
NOTES:
1. CONTRACTOR SHALL PROVIDE LOCATOR VALVE BOX WITH GREEN TRACER
WIRE
2. EVERY 1,000 FEET MAXIMUM AND AT EACH BEND. LOCATOR VALVES TO READ
"SEWER" WITH CONCRETE GRADE RING INSTALLED.
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SEE PLAN AND PROFILE SHEETS C7.1 - C7.21
FENNIMORE JOHN A &ANN
AND DETAIL SHEET C7.3 FOR ADDITIONALMARIE
INFORMATION. DB/PG 344/430
\ \ PROPERTY BOUNDARY TYP.
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UTILITIES NOTE:
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EXISTING UTILITIES AS SHOWN ARE A COMPOSITE OF SURVEY, GIS, AND AS -BUILT
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106-24X36D1 I INTL REF:
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
.:............................•......................•...
PRELIMINARY
DIMENSIONS IN INCHES
UNLESS SPECIFIED
TOLERANCES UNLESS
OTHERWISE SPECIFIED
COMPANY CONFIDENTIAL
DOCUMENT AND ALL INFORMATION CONTAINED HEREIN
PROPERTYARE THE
AFFILIATES. THEDEN EVOQUA
INFORMATION
CONCEPTSAND�IN
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT
DESIGNER
CC
DATE
�/12/1�
TITLE OMINIPAC SEQUENCING BATCH REACTOR
PLAN VIEW
CHECKER
DATE
TWO (2) PLACE DEC. t.06
THREE (3) PLACE DEC. 1.005
ANGULAR t.50
STRUCTURAL 15
DIMENSIONS
MACHINED 250/
CLIENT
CONNESTEE FALLS, NC
NOT TO BE USED FOR
CONSTRUCTION
PURPOSES
'••......................................................:'
TRANSFERABLE AND MUST BE USED ONLY FOR THE
PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY
LOANED. THEY MUST NOT BE DISCLOSED,
REPRODUCED, LOANED OR USED IN ANY OTHER
MANNER WITHOUT THE EXPRESS WRITTEN CONSENT
Of EVOQUA. IN NO EVENT SHALL THEY BE USED IN
ANY MANNER DETRIMENTAL TO THE INTEREST OF
THE D. ALL PATENT RIGHTS ARE RESERVED. UPON
THE DEMAND OF EVOQUA, THIS DOCUMENT, ALONG
WITH ALL COPIES AND IXMUSTS, AND ALL RELATED
NOTES AND ANALYSES. MUST BE REfURNTD TO
fYOQUA OR DESTROYED, AS INSTRUCTED BY EVOQUA
ENGINEER
DATE
WATER TECHNOLOGIES
(V�V LQ OGLES
`- o QUA WAUKESHA, WI
WATER TECHNOLOGIES 262-547-0141
MANAGER
M
DA TE
FILE
PROJECT CODE DRAWING
SCALE: 1/4"=1'-0"
- 12:47 PM O BAR = 1" AT
SURFACES �/
PLOT SCALE
REV
DESCRIPTION
DATE
DWN
CHKD
APVD
ECN
ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT
CONSTITUTES AGREEMENT TO THESE TERMS.
SBR 45954-101
SHEET REI
1 OF 1 A
❑1
:1
EV

DECANTER
10" ID/SC MANIFOLD
SECTION
FAWN
6" JET HEADER AIR PIPE
10" JET HEADER FLUID PIPE
-------------------
u Ill
6"
•a: ,a• a• ♦a. .••_: • .e ;., .:'• • ;. .tl� ;.a .. 'a .,♦�'a.. .. - i ,n a.
SECTION
B/1 01
3'-4"
1
S ECTI 0 N
A/101
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
TITLE OMINIPAC SEQUENCING BATCH REACTOR
SECTION VIEWS
CLIENT
CONNNESTEE FALLS, NC
�✓Vot�CVA WATER NOLOGIESAUKESHA,H,
WATER TECHNOLOGIES 262-547-0141
PROJECT CODE DRAWING
SBR 45954-102
SHEET REV
1 OF 1 A
III
CI
HU
DIMENSIONS IN INCHES
COMPANY CONFIDENTIAL
DESIGNER
DATE
UNLESS SPECIFIED
DOCUMENT AND ALL INFORMATION CONTAINED HEREIN
ARE THE PROPERTY OF EVOQUA AND/OR ITS
CC
7�12�1J
................................. I......................
PRELIMINARY
TOLERANCES UNLESS
OTHERWISE SPECIFIED
AFFILIATES. THE DESIGN CONCEPTS AND INFORMATION
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT
CHECKER
DATE
TRANSFERABLE AND MUST BE USED ONLY FOR THE
NOT TO BE USED FOR ':
CONSTRUCTION
TWO (2) PLACE DEC. t.Ds
THREE (3) PLACE DEC. f.005
ANGULAR t.50'
PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY
LOANED. THEY MUST NOT BE DISCLOSED,
IN ANY 01HER
MANNER WITHOUT THE EXPRESS ANED OR �WRITTENCONSENT
ENGINEER
DATE
PURPOSES
OF EVOQUA. IN NO EVENT SHALL THEY BE USED IN
DETRIMENTAL TO
TARE
MANAGER
DATE
STRUCTURAL } T/75
DIMENSIONS
''......................................................: `.
EVOQUA. ALL PATENT RESEED UPON
THE DEMAND OF EVOQUA, THIS DOCUMENT, ALONG
MACHINED 2y
SURFACESEVOQUA
WITH ALL COPIES AND DMIACTS, AND ALL RELATED
NOTES AND ANALYSES, MUST BE RETURNED TO
OR DESTROYED, AS INSTRUCTED BY EVOQUA
CON�STITUIES AGREEMENT TO THESE TERMSTANCE OF THE DELIVERY OF THIS DOCUMEM
FILE:
SCALE'1/2. — 1'—O"
— 12:49 PM BAR = 1" AT
PLOT SCALE
REV
DESCRIPTION
DATE
DWN
CHKD
APVD
ECN
TITLE OMINIPAC SEQUENCING BATCH REACTOR
SECTION VIEWS
CLIENT
CONNNESTEE FALLS, NC
�✓Vot�CVA WATER NOLOGIESAUKESHA,H,
WATER TECHNOLOGIES 262-547-0141
PROJECT CODE DRAWING
SBR 45954-102
SHEET REV
1 OF 1 A
III
CI
HU

3'-4"
(REF)
t1
3'-4" (
(REF) 2'-6"
(HOLD)
6"
STD: BORDER-0106-24X36D1
INTL REF:
SECTION C/101
SECTION D/101
REV DESCRIPTION
AIM nlnlKle`
(B,
SECTION E/101
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
COMPANY CONFIDENTIAL
DIMENSIONS IN INCHES
DATE
UNLESS SPECIFIED
..........................................:...............
TOLERANCES UNLESS
PRELIMINARY
OTHERWISE SPECIFIED
NOT TO BE USED FOR
TWO (z) PLACE DEC. t.os
THREE (3) PLACE DEC. 1.005
CONSTRUCTION
ANGULAR t.50'
PURPOSES
''.......................................................:
CHECKER
f 1/16
rMACHINED
250/
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
A/
- 12:50 PM O BAR = 1" AT PLOT SCALE
REV DESCRIPTION
AIM nlnlKle`
(B,
SECTION E/101
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
COMPANY CONFIDENTIAL
DESIGNER
DATE
TITLE OMINIPAC
SEQUENCING BATCH REACTOR
DOCUMENT AND ALL INFORMATION CONTAJNED HEREIN
CC
I 7�12�1J
ARE THE PROPERTY OF EVOQUA AND/OR ITS
SECTION
VIEWS
AFFILIATES. THE DESIGN CONCEPTS AND INFORMATION
CHECKER
DATE
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT
TRANSFERABLE AND MUST BE USED ONLY FOR THE
CLIENTPURPOSE
FOR WHICH THE DOCUMENT IS EXPRESSLY
InA.T CV wleT MnT ar lrcnncrn
ENGINEER
DATE
2
I I I I IEVOQUA OR
ACCEPTANCE OAF THE D LIVERY OFCTED THIS BI
DATE DAN CHKD APVD ECN CONSTITUTES AGREEMENT TO THESE TERMS.
CONNESTEE FALLS, NC
MANAGER DATE 0 eVOQUA WATER
AUKESHA,HWOLOGIES
FILE: WATER TECHNOLOGIES 262-547-0141
PROJECT CODE DRAWING
SCALE: 1/2: = 1'-0" SBR 45954-103
SHEET
1 OF 1
rg
71
11
13
k
ELI
S3