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ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE WASTEWATER COLLECTION SYSTEM
EXTENSION FOR EDGECOMBE COUNTY WATER AND SEWER DISTRICT NO. 5 - PHASE I I
UNLESS OTHERWISE NOTED.
1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING
SERVICE TO MARK LOCATION OF EXISTING UTILITIES AT LEAST 49 HOURS PRIOR TO COMMENCING
CONSTRUCTION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF
THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGE?, SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR SHALL CONTACT THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORD
WITHIN NCDOT RIGHT-OF-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT 1S
RONALD L. KEETER, JR, (252 -583 -Ml) FOR EDGECOMBE COUNTY.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. DISTURBED
PROPERTY CORNERS SHALL BE RE-ESTABLISHED BY PROFESSIONAL LAND SURVEYOR.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR TIME INSTALLATION OF THE UTILITY.
L D BUT NOT BE LIMITED TO SHRUBS
MINOR: ITEMS SHALL INCLUDE, , I.J O f EXISTING SIGNS, MAIL BOXES G
(UNDER 6FT IN HEIGHT, AND TREES (UNDER 3 INCHES IN DIAMETER). REINSTALL ITEMS TO
THEIR ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT
AND RIGHTS-? WAYATA LOCATION AGREED TO BY THE PROPERTY OWNER_ INCLUDE COST IN
THE PER FOOT COST OF THE UTLILITY BEING INSTALLED.
& THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR
RESULTING FROM THE CONTRACTOR'S WORT{ ASSOCIATED WITH ACCOMPLISHING THE PROSECT
THE CONTRACTOR SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS,
AND OTHER FACILITIES DAMAGED OR DESTORYED DURING CONSTRUCTION WHETHER SHOWN
ON THE PLANS OR NOT
6. SUPPORT EXISTING POLIES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER
STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION
AT NO ADDITIONAL COST.
7. 6 INCHES OF NCDOTABCAGGREGAATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED
DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO THE EXISTING RIGHTS-OF-WAY
AND OTHER AREAS OF EXISTING DRIVEWAYS AND ROADS DISTURBED DURING CONSTRUCTION.
8, OPEN CUT GRAVEL DRIVEWAYS, REPLACE CURB AND GUTTER
AND SIDEWALK WITH NEW TO MATCH THEEXISTING CROSS SECTION. PROVIDE PAVEMENT
PATCHING PER DETAILS.
9. THE PROJECTAREA INCLUDES RESIDENTIALAND COMMERCIAL NEIGHBORHOODS
REQUIRING CONTINUOUS INGRESS AND EGRESS FACILITIES. THE CONTRACTOR SHALL UTILIZE ANY
I
AND ALL CONSTRUCTION METHODS, INCLUDING INCIDENTAL STONE, AS NECESSARY TO MAINTAIN
INGRESS AND EGRESS TO ALL PROPERTIES ATALL TIMES DURING THE CONSTRUCTION PERIOD
EXCEPT DURING THE TIME PERIOD REQUIRED FOR EXCAVATION, PIPE LAYING, AND BACKFILLING_
til»SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF SEWER
FORCE MAINS WITHIN NCDOT
TIGHTS -OF -WAY,
I I .CONTRACTOR SHALT. VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE
OF ALL EXISTING UTILITIES A MININMUM OF 300 FEET IN ADVANCE OF PIPE LAYING
ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IFA POTENTIAL CONFLICTARISES
BETWEEN THE EXISTING AND PROPOSED UTILITIES.
12. BORE AND .JACK SHALL BE USED FOR INTALLATION OF PIPE FOR ALL PAVED AND CONCRETE DRIVEWAYS.
1. INSTALL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PIPES AND INLET'S AT DISTURBED AREAS.
2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF.
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM
ENTERING ROADSIDE DITCHES AND EXISTING DRAINAGE OUTLETS,
4. ALL DISTURBED AREAS ON TIME BANKS AND APPROACHES TO DITCH, STREAM OR CREEK CROSSINGS
SHALL BE GRADED NOT TO EXCEED 2:1 RATIO AND STABLIZED WITH BANK STABILIZATION. SURFACE
WATER RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS.
5. PROVIDE EROSION CONTROL MEASURES AROUND STOCKIWASTE PILES AND STAGING AREAS AS
NEEDED ORAS DIRECTED BY ENGINEER.
6. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
SILT FENCE, STONE CHECK DAM, OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP
WITHIN 15 DAYS OF DISTURBANCE.
8. WHERE THE AREAAROUND AN OUTLET IS DITURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER.
9. PROVIDE EROSION CONTROL MATTING IN ALL DISTURBED DITCHES AND SWALES UNLESS DIRECTED
OTHERWISE BY ENGINEER.
10.ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE FERTILIZED, LIMED, SEEDED, AND
MULCHED WITHIN FIFTEEN (16) WORKING DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY
y �� ..IIsi k �� � � '.�,-• , ! ,� .. � k, i.. ,�.... '� ;
1. POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLYAS NECESSARY TO INSTALL EROSION CONTROL. DEVICES AS INDICATED ON THE
DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS,
3. NOTIFY ENGINEER AND NGDENR, LAND QUALITY SECTION (919-791,4200) FOR SITE INSPECTION
PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF SEWER SYSTEM
INSPECT DEVICES AFTER EVERY RAINFALL EVENTA:ND CLEAN OUT TRAPS ANDIOR CHECK DAMS
WHEN HALF FULL,
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED
ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, ORAS NEEDED OR DIRECTED BY ENGINEER.
7. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYSOF DISTURBANCE:
A. UPON COMPLETION OF ANY PRASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER OR ENGINEER'S
REPRESENTATIVE. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION DEVICES,
DRESS OUTAREA, AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE
INSTALLED AND APPROVED BY ENGINEER.
DESIGNED BY:
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:
60
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0 31 +00,�jo 32+00
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29+00
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42+06 �
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33-00
34+00
35+00
36+00
37+00
TEMP CHECK DAM (TYP.)
SEE DETAIL
NEW 6" PVC FORCE MAIN
15' OFF R/W---,
5Q+Oo 5' OFF EOP
47+00
48+00 49+00
- — - — -
- — - — — — - — — - — - — - — - — - — - — - -
.. . ...
-- --------
BATTLEBORO LEGGETT RD. (SR 1407)
vv
146+004 4
)0 474
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38+00
39+00
40+00
41+00
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29+00
30+00
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42+06 �
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IF- — - — - — - — - — -- — - — -
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SEE DETAIL(@
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33-00
34+00
35+00
36+00
37+00
TEMP CHECK DAM (TYP.)
SEE DETAIL
NEW 6" PVC FORCE MAIN
15' OFF R/W---,
5Q+Oo 5' OFF EOP
47+00
48+00 49+00
- — - — -
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.. . ...
-- --------
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vv
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39+00
40+00
41+00
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51+00
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33 MIN.
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65
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60
60
55 I
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55
41+00
43+00
44+00
47+00
48+00
49+00
51+00
52+00
53+00
54+00
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DESIGNED BY;
ASH
DRAWN BY.
DRS -HOC
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ASH
PROJECTNO.:
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DATE:
JULY 2W9
SCALE:
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1=5
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DESIGNED BY;
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DRS -HOC
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PROJECTNO.:
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DATE:
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CL_
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CL
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0 -15'OFF R/W
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0 NEW 6" PVC FORCE MAIN OFF R/W
pp
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5' OFF EOP 60+00 61+00
57+00 58+00 59+00 --
56+00 T —
00
R/W_ — - — — - — - — - — - — - — - — - — — - — — - — --=...— ... .. . ...
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w
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77777 T
NEW PIGGING PORT �NEW �6' PV & BOX
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/ g40LF OF 6" RJ DIP-)
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BEGIN 10" HDPE
TRANSITION TO
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62+00L
----- -/L4
7
CL
40 LF OF 6" RJ DIP
-15'OFF R/W
TEMP CHECK DAM (TYP.) NEW 6" PV & BOX
SPF
SEE DETAIL
66+00
r05+00
fl
63+00 64+00 ..... . ....
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all
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END 10" HDPE
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0
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68+00 R/W 6
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68+0o + ppm
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70+o
sr•
< ---- —
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58+00
59+00
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pp
4)
''III
72tU
73 74+00
--- ----
NEW ARV 7
SEE DETAIL c.7.
62+00 63+00 64+00
2 -NEW 45* BEND
NEW 6" PVC FORCE MAIN
pp
75+00 76+00 77+00
----------------
pp-
JPP5+0�0
65+00 66+00
&M432m;m,
8+00 79+00
--------------------------
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67+00
80+0
�81+00
1,5" R�E
-------
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R/ +00
-------------
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114-
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51 OFF EO 004
— 3-
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1181, Rcpl'
6.9.71
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5'MIN.
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61, PV & B
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59+00
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pp
4)
''III
72tU
73 74+00
--- ----
NEW ARV 7
SEE DETAIL c.7.
62+00 63+00 64+00
2 -NEW 45* BEND
NEW 6" PVC FORCE MAIN
pp
75+00 76+00 77+00
----------------
pp-
JPP5+0�0
65+00 66+00
&M432m;m,
8+00 79+00
--------------------------
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67+00
80+0
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-------------
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Inv.
1181, Rcpl'
6.9.71
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65
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77T-
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5'
PVC YORCE
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60
60
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55
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71+00
72+00
73+00
74+00
75+00
81+00
82+00
83+00
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-- -- - -- - -- ?p _
– - - --- –
8
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NEW ARV �••� ..._
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c.7.7
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14" OFF R/�!t4._�
6' OFF EOP 95 Od -
-- — 90+00 �- 91+00 pp 92+00 93a-Oq` 94+0[}---------------
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60
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355
55
83+00 84+00 85+00 86+00
39LF OF 6" D.I.P. FORCE MAIN IN
39LF OF 18" STEEL ENCASEMENT,
MINIMUM WALL THICKNESS
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PULP STATION ELf~ATI~IS SCEDlJIE
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PU&~5TRTIfkI Bq G+P~IIY Tlltl MOTOR 4 ? ~f ~ ~ 5TA1~ STA1pN VdiV£4~T EINAt~NN p1B.EV, LNBEU. P1AI41 4fl;~. EIEVAIDlS SPECIFICATIONS
THE TRASH BASKET SYSTEM SHALL BE
~ ~ L~~~ (~~I~~ PUMP STA'N~~ i~ T4 10 14 10 337 X1.26 4 39.31 41.E 4324 44,93 46.93 ~g,~t 7HE PERF(XiATED scI~EN STYLE BASKET, HAVING 2" HOLES ON 3° CENTERS.
THE BASKET SHALL BE OF TYPE 3Q4 STAINLESS STEEL ~ INFLUENT RIPE iNITH STAINLESS STEEL TRACK~G ANGLES A5 PART
~ I k k 1 ~ ~ ~ ~ ; ~ ~ ~ ~ 1~ ~ ~ ~ ~ ~ THE BASKEI° FRAME. THE GUI RAILS
~ ~ \ ~ k~ ~ \ ~ 1 "T""" ~ m 3 ~ 3¦ SHAD BE STAINLESS STEEL CHANNELS SIZED TO FACILITATE EASY OPERATION ~
1 t ~ ~ ~ ~ ~ ~ 1 > ~ t 1p, 000000 OP ~ THE BASKET. STAINLESS STEEL BASKETSTOP
1 ~ ~ 1 ~ ~ VR8tIE5124"-5@"1 ~ ® 13° 1D' DL4 ~A~ BE SllPPLIED. ~y ~""'..."A' ~ - v~tiES (24", ~'j ~ ~~pp,, AS+l6L~D SECTioN N oUNp WALL ~
1 ~ k ~ ~
~ ? ~ ! ~ S.STL. CFL PLATTE E $ S.STL. CHAIN ~ ~ L9J
i ~ 4 ~ V ~ ~ CABLE FLOORMOUNTED~PHOLE ~
I k =~w \ ~ ~ ~ ~ 1~4°S.STL. i ~ ~ ~ STA9JLESSSTEEL ~
I k I ~ ` 1 l I I \ S , \ ~ ~ ~ ~ k i ~ 1 ~ ~ DWLWINtSi~ SOCKET VCH ~
~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ASSEMBLY ~"Y~ , SAFETY WALLFLATE 40000 I
t k~ ~ t1 ~ ~ ~ ~ NOTE: HOOK 00000 00000 ~ , {
~ it 1~ k ` ; ` ~ SLOPE SITE 1!8° PER FOOT MINIMUM ~ ~ 00000 ` ~
~ 1 t ~ ~ ~ ~ E TO ASSI~FE P05117VE DRAGE STATIC ~ E J'. LOQP ~ ~ ~ 00000 ~
k k , ~ ~co ~ t F~j i E ~ 1u ~ ~ 7 O0p00 ~
k~ k t i ~ ~ ~ ~ SSTEEI.~TflJBE STAINLESS ~ ~ 8' bIA PRECAST STEELTUBE 3 0 ~ CONCRETE MANHOLE
'y i t~ ~ ~ 1 ~ ~I DAVIT ~ 4 ~ ~ ~ ° DAVIT CONTRACTOR TO VERIFY WALL MOUNTED
~ ~ + ~ , ~ i ~ , I > > ~ ~ HEIGHT OF 8~1AST TO ALLOW STAINLESS STEEL ; ~ FOR PUMP REMOVAL WITH SOCKET ~
~ ~ I I 1k 1 ~ ~ ! 1~N D CLEARANCE BAIL yz ~I N
I I I ~ k ~ t STAINLESS STAINLESS ~ 1=1ELC1 ~ HOLES P
i ~ I i A lk ! ~ ~ STEEL TUBE 1 I r 1 , l R A~aST -STEEL TUBE ~ / #NFI.UENTPIPE MAST INA ~HOR 00 2° HOLES ON Op ~i
~ 1 ! l ~ ~ t f € ! t ~ ~ ~ ~ 00 3"CENTERS 00 ~ ~ ~0 00 L ~ ~
NEVd PUMP STA ON 1 ( ! ~ ~ ~ ~ 1 '1 ~ F~ROPER"fYLINE t I ~ ~ ~ ~ ~ \
f ! ~ ~ ~ ~ sTAI~LESSSTE. ~Q sTOP °0 1~~~-) ~
~ I ~i 1 ~ 1 EMBED SOCKET pp ~ ~ c~ ~
t 63' ~ ~ \ I 8(1" OVERALL ~ - L___....___ --~-,_-k HEIGHT ~ LL ~ 8" ~ ~ ~ ~KET ~ ~ ~ - .
Q MOUNTING HALES RRE ~°0 STO _ ~ ~ ~
~ ` 4 1
1 ~ ~ k 72 k k ~ NI;lT~~ 1T~~9. ~,,E~LLBEST,SS1~. SIDE GUIDERAIL z < ° ~ ~ ~ ~ ~ ~
1 ~ 1 \ ~ t a r a 4 79 1 1 G a
~ i ~ 8 t t ~ ~
' ; 1 ~ ~ . NEW SWALE TO DIRECT RUNOFF NOT TO a 1 I ~ 68.00 \ 68.OtD ~ ~ \ ~ TO DITCH ALgNG PROPERTY LINE NOTTO SCALE ~ " ~ ~ ~
2~ILF OF SILT FENCE ~ . ~ ~ DEfA1L ~ ~ ~ C.6,~ fi~T Tf~ SCALE ~ m
~
4 I ~ Q~ ! ,
k k 2 S O NEW BOLLARD k y - k 4 ~ C,82 [~'~1 r b'
a'-~~~.s°ALUM.ACCESSDOOR ~i.~E[~NC~T~
t~ ~ ~ ~ ~ ~ 1 ~ NEW 6' CHAIN LINK FENCE 3' 1 1 k ~ 1 I ~ 75'WIDEX71"DEEP 7 B BYU.S. FOUNDRY& MANUFACTURING HRk~S~S.!)lli~~13(iI.T6
~ I X ~ ~ ~ Wi 1 ~t' DOU6LE GATE C.19.1 ~ t ` 68.75 ` ~ ~ I SEE STANDARD DETAIL V CORP.- I<ROCIEI. APS300 OR EQUAL ~ ~ 2° HATCH DRAIN ('TYP} WATER TICHTSEAL ~
j ~ ~ a 1 x.75 I 1 ~ ~ DW. VENT PIPE Wi S.S. ~
53' \ 18' R ~ NEW 5' DIA. VALVE VAULT / ~ ~ ~CHECKVALVE--, ~ ~ SCREEN-COFWENVELL ,~p ~
' \ ~ RI~LEV. =66.50 f ~ t 1 ~ ~ } - 55. ~ 4°X~°'X4 ~LJ.D.L TEE (TYP. of 21 ~°,S" ~ s'-6" Alukl. ACCESS DouBLE ® t
4"PLUG VALVE I ( DOnRS BY U.S. FOUNDRY ~ MANUFACTUR~IG ~ GORP.- MOOEL APD~O OR EQUAL U
~ NEW 12' GRAVEL ~ ~ 1 Q (M.J. x M.J. x FLG.j ` ~ 77' 1 ~b EL90W WI4° QUICK CONNECT COUPL~d 4 NEW EMERGENCY ~ ~ ACCESS ROAp W! 21' R i 3' ~ ~ ~ p~W CONTROL PANEL , ` ~ EMERGENCY BYPASS TEE " CRANE BASE C3.P. WffH ~ ° ~ ~ ~
BYPASS TEE I E 3' , 5.~5 6° COMPAC'€ED ABC ANL1 CONC. PAD ~ ~ ~ 4 M.J. 3~' BEND C.6.1 SEE DETAIL I i ~ ~ ~ ~E_~_ _ 15 X 4 ~ i i, 4" M.J. GATE VAL END . OF ~ ~ WA" ER GHT~SEAL AND LOCKAI3I.E 2~,g ~ S.S. ANCHOR BOLTS
, WlVALVEBOX i 4'DIP~ ~ C~ ~ CD
1 ~ j ~ B t+++
NE1N 4` Dl~ MAGNETIC ~ ~ ~ ~ FLOW 1i1ETER 1 j T _ ~ _ _ _ 68.00 , ~ ~ 1 °S' d3 ~ ~ ~ ~ ~ ~
RIM ELEV. W 6525 ~ i - NEW GENERATOR ! ~ ~ E?C GUY ~ RPtD CONC. PAD
WIRE "DIA 14"X4' q 3 ' 1~fY4~9~~G7SGii L
I 65.7 LL ~ 65. 66.50 ~ ~ ~•I~c~rocE 55.75 ~ 7~ ~ ~ e i O ~ \ i
~ ~ NEW PUMP STATION ~ ~ `P i / f ~ ~ ~e//~~~!jj
' ~ IRIMELEV=x.50 I ~ 6625 56.25 ~ ~ ~"OAF / ~ V ~ ® ~ ~.An.
I ~ ~ ~ F 7` I Q
I 85 ~ iC 55.75 55.50 I > ~ ~ ~ ~ ' 6-0° TRASH BASKET ~ ~ IJ.I ~ ~ ,J 4" PRESSURE GAUGE SEE DETAIL 3lC.6.1 ~ ~ ""I ~ Q
26' ' ~ c~ CONCRETE SLAB INCLINEp SQ A5 TO BE ~ ~ ~ LLI ~ ~ READ FROM SURFACE ~ ~ ~ ® ~
NEWS E TO DIRECT RUNOFF I X ~ n ~ ~ ~ z ~ 6'-0' X 4`;i' X 4° THK TORO DI= DlT ~ . F [ N SWALETOI3IRECTRUNOFF I 10' Ji E.. ~1 ABOVEGRADE) (tYP. Of 2) ~ SGH. ~ PVC PIPE B' DW. CONCRETE WETWELL ~ ~ ~
" TO OADSIDE DITCH I r ~ ` I 14 ~ vi ~ ~ ~ ~C CC ~
~ I ~ ~ 4 'V ~ 25 66.25 ~ ~ ~ ' v tAJ TO FLANGE CONNECTOR (TYP. OF Zj 1 ° EXTENDED CONCRETE EASE ~ ~
F I .50 65.25 I
I EX. 1 , MH 1 ~ 1 ° WATER SERVICE ~ ~ EX. POWER PALE Wo ~ ~ L RIM ELEV =55.00 CONNECTION AND ~
RPZ WITH ABOVE 1~120UND I -----..-._..~_._c___.~._,,,~,..__.____------..------- ENCLOSURE WATERN~TER,~i'{~ I
A - - - ----I- - _ I D NON-FREEZE YARD . EW 90 PVC GRAI,'ITY3ElNEt?MAtN - _ G,S,q NIW}T Tt3 SCALE ~ ~
...._.._...._...~..._....Y..._...-~.... fly~}} i~ _ ~ I f _ ~ \ Q~
_ _ _ _ - D~0 .5Q I 65. 65.50 a F~4'';> N©TE: ~ Q
' ~ % \ ~ tai , _ , 20LF OF NEW 15" RCP D , ~ ' ~ I D ~ ~ ` U ff' \ ITE, PLACE SECON!? HATCH
D ~ ~ ( \ CONTRACTgRSHALLVERIFI' r ~ E- BASKET~E~E[D~ ~ ALSfJ PLACE ADgfTIONAL BASE C1
_ _ ~ - 7~ D3MENSICYNS WITH PUMP Q EX. &INCH WATER LINE ~ ~ . EX. 6-IPtC MATER LINE MANUFAGTUR DIMENSIONS TC1P SLAB t2EKdF. WI #4 PLATE TQ ALLQW FQR ~
AT 10" o.C.E.+N., EXTRA MOVING THE Nt[NCH T€~ ACCESS
a _ #~4 EACH SIDE OF OPENII~ THE TRASH SASKE"T
~ C,~ ~ 55.59 5' DIAMETER PRECAST CONCRETE - ~ ~ 65.50 NEW TEMPORARY J CONTRACTOR TO LgCA MANHOLE OR 6' SQUARE PRECAST A5T CCNCRETE AND EXTRA #4 BETWEEN 0PE~11NG 1(~Y~R~9~EV.=fSFT
IUARE PRECAST JIB CRANE )P
~ NEW TEMPORARY 11' R 11' R CHECK DAM E%. WATER 1~AIN ANd CONNECT CONCRETE BOX TOP ~ ~ CHECK DAM NEW 1 WATER SERVICE C.7.3 (5EE SHEET 2JC.8.9) 4" DIA. VENT PIPE
~ ~ ~ ~ 8'-0° x 2'fi ALUM. ~ x 2'fi ALUM. 1' CHAFFER
R 1 EROSION CONTR ~~EMAD~,~ ~ ERgSIC~I ft3NTFtgL MATTING 1 ACCESS ~R SEE DETAIL ALL SIDES ~ 1" S„S.INSECTSC~2EEN ELEV.68.13
Ci? 0.10.1 a 0.10.1 LtXrICA6LE ~ ~ 4- t {ROTATED 90 LiEC~iEES} TOP ELEV. x.56
i r W L'~& F0+1. GRADE 66.00 Iw ra~s.~o t
1 ~ c i ~ F ~ /f/j~
~ I-- lr W ~ t~
t.l.l 4" M.J.-F WALL w ~ CASTING (TYP,~ L BOTTOM. EL. HQU~I ~ 1 ~ ° R.S. CONDUIT ~ FROM CONTROL PANEL
U ~ ~ 4" F'UC FORCE d~W 4° D.LP. 4" D.I.P. I7~(~~~~~
s ~ C!~ 4' DIA PRECAST a(~/~~~
~ ~ CONCRETE MANHOLE. ~ ~ . ~ ~
`j ~ 5° CRUSHED STONE P 4',

~ i~ ~ 2° SCH. 4U PVC PIPE . SLOPE TO WET WEi.L ~ o°
~ ~ ~ ~ ~ ~ PROVIDE PIPE SUPPORT STAINLESS STEEL m ~ ~ ~
~ ~ AS REQUIRED r ................_....w....~....~...~..,_....,_....._......_......_...,_...-...-_.Y.......... GUIDE RA9.
~ X64 ` - - - - SLOPE TRASH BA5 p+~ ~
TO DRAIN SEE DETAIL 3fC.6,1 HIGH WATER ALARM ELEV. 44.93
fir-'' _ POWER CABLE ~Nn Ply ON ELEV. 4324 De~IGNEa BY: RSF
- S.S. LIFTING CABLE 7ST PUMP ~ ELEV. 41.56
DRAWN BY: PRWIDE 2" x ~ ° S.S. S733AP PUMP t?rF ELEV. 54.31 PtS'
- - ANDANCHOR TO WAIT ~ 16" O.C.
_ i' © ~ i CHEt~tED RY:
I i LIFTING LUGS ASH SUBMERSIBLE PUMP
~ ~ ` to~~vc ~r~ ' vmrs~w~~rn~ -
~ ~ ~ 2488•D~ 1r MINIMUM
4 f ~ 0 F I I MAt~1FACTURER'S STANDAR 12" DATA:
v ~ ~ a~ SELF,SEALING PUMP MOUNT ` BOTTOM ELEV. 35.97 ~ MIN. JULY 2C~}9
~ ' ' I + GONCREfESLAB ~ v 6°~r-6'714"THK CONCRETE GRO
L ~ -p ~1 ABOVE GRADE} 0 1Q" MIN.
U tIj b ~ r. ~
~ Q} tU 7 4"X4"%4"M.J.D.I.TEE ~ (M.J. x M.J. x FLG.} \ ~ , \
~ SCALE -1(7' W VALVE BOXALVE so°ELBOWW/4"~Llu~c ~\/~\/l\/~\/~\ ~INECTCOUPLING f~l\~~f~! Ir~r~~~~~~

BOTTQM 01: PUMP STATE 12"CRUSHEDSTME StdEEr
4 4" FORCE MAIN L ~ enacacucrvvr rsa rnaa i cc
4 4" 6.1. FDRCE MAiN LEGGETT INTERMEDIATE N
NQ) \ C --j 0r",~ STATION SECTION
U©N, 5 PASS TEE SECT10h L> C.&,1 NOT TO SCALE LCM b6 is
O \ C.6. NOT TO SCALE

PUMP S~'A~'ION ELEld~TION~ SCHE~IJIE
~ ~rwet PUIRSTA3~i fAPRGIiI' LU,H. ~10TOR O,E3. pI6TOR TOPOF ~IlTDo90F BOTfOISOF R1(~ tslPUYh HLWAT@I ~4'.R~
/ ~ ~ {Fr.~ ~ STAi~i SfATit VPIVS:VA11lT k~dN flEYAT~ ONEIEV. [Ad9EV. AIAR6I AL~d9,F>i, B,EVATAI! ~ arv~ a;:v~ s¢E ~ ~ I~ @~ SPECI~T[(1~dS
0 i ~ THE TRASH BASKET SYSTEM SHALL BE
~ ~1P 5TA1(IN 1~4 ~0 32.1 ~,~p g 3.48 ~,~g ~g,~ qp,~ 41 ~ THE PERfoRATED SCREEN srnE aASI~T, HAYING 2° HOLES ON 3"CENTERS.
~ ~ ~ THE BASKET SHALT. BE OF TYPE 304 STAINLESS STEEE INFLUENT PIPE WITH STAINLESS STEEL TRACKING ANGLES AS PART
~ ~ py 1 E q0"'~ ~ ~ ~ ~ ~ OETHEBASKETFRAME. THE GUIDE RAILS SHALL BE STAINLESS STEEL CHANNELS
Q? ~ ~ ~ ~ !ti i T~ e o i i 3" SIZED TO FACILITATE EASY OPERATION OF
t ~ ~ ~1t1 / 'a 1p` 000000 TOP ~ THE8A5KET. STAINLESS STEEL BRSKET5TOP SHALE BE SUPPLIED. ~
f ( ~ I=~ t i ~ a~ V~f~t~ ~ ® a ~ 18" ~ 1Q'DIA
r f ti ~ ~
~ ~ i~ ~ ~ to Ssn.a gg A~55F~Bd.EIJ SE~TIi7N SECT9pN ROUND WALL PLATE E~~ ssn. CHAIN ~ ~ WEEP HOLE ~
~ ~ E s.sTL~ ~ w ~ Ex.12 GRAVEL i ~ f ~ FLT ~ouNTED STAINLESS STEEL
' ~i I DREVE f ~ E ~ ~ 1 ~ ~ ' D•L WINCH 50CKET ~ 'INCH
r 4~ ~ ~ ~ ASSEMBLY r ~ E r ~BLY~ WALL PLATE ~ ~4FETY o~~o 1
f ~ r i HOOK ~ ©000 '
/ 18` w- i 0000 i s Ooo© i
f SILT FENCE STATIC 000©
! 8T ® 0000 ~
i STA~ILESS ~ ~ ~ r STEEC.TllBE STA~Ii.ESS ~ 8' DIA PRECAST SDTAEE{.TUBE GONTRAGTORTOVERIFY WALL MOUNTED ~-=-~i CONCRET'EMANHOLE
1 ~ X X X X X X X X X X X~ pA~T E
~ ~ ~ ~ ~ x ~ n~ ~ X HEIGHT MAST TOALLOW STAINLESS STEEL i FOR PUMP R£h90VA1 WITH SOCKET ' ~ ~
53 53.50 53.50 ~ i E MIN t3ROUND CLEARANCE BATE OF 42° MIN
E ~ u ~ ! STAINw.ESS STA~.ESS FIELD ~ HOLES N i _g~~ TUgE INSTALL® ~ ~NFLUENT PIPE
~ X sTr~~L TusE ~ A9AST ANCHOR 00 2~ HOLE50N 00 ~
n , ~ ~ ~ - ~ ~ 00 3 CENTERS ~ ~ °
i _ ~ 53.s~7X ~ J ~ 00 00 I. ~
~ 1 n _ NEWCONC.BOLLARD ~ ~ {1'YP.} C.8.2 V 0 X ©0 i 00 ~ STAINLE555TEEL S.I. i 00 12°(TYP~AL) ~ ~ cfv ~
U U S ' .80 EMBEDS~KET 00 ~ ~ ~ ~ cc~
NEW CANTItO PAN i AND CANC. P~ D O n l ~ I i 60 OVERALL ~ AE.L ~ 18` [ 22 Vie" ~ ca c
15 X 4` I / ~ NEW PUMP STATION I ' HEIGHT ~ RI1~ ELEV. = 57.5p I X ~ MOUNTINGHOEESARE~4°0 ~ ST ~ ~ ~
~ X 16' R 54.25 ~ ~ c~ x ~
i ~ ! NEW A9H 34 ~fiTE i RiM EEEV. =55.00 ~fiTE:~1,I~dRDW~ESH~11.~81'~NlE~S1~J. SIDE GUt~R41t ~ ~ ~ c ~'m~
~ ~ \ ~ EVd 10° puQ (~AVIIY SEWERI
3 1 N ff E f t 1 ~E E~ J ~ ~
~ 5' S4 ~ ~ Nf3T ILP ~ ~"V~4 NOT TLP SCALE ~ I L _ " ~ ~ ~
~ ~1' ~ C.6.Z NL1T TO SCALE ~
!J DEA ~ NEW 5 DIA, VALVE AULT i WATER SERVICE ~
i RIM ELEV. = 58.E CONNECTION RPZ z ~ ~
~ ~ WITH ABOVE GROUND ~ Ni3TE: / CLO511RE WATER METER ~ ~ SLOPE SITE 118" PER FOOT MINIMUM
~ ; ~ ~ D NON•FR~EZE YARD HYLiRANT X ~ TO ASSURE POSITIVE DRAINAGE ~ ~-r ~ 3'~U° X r~s° ALUM. ACCESS DOOR ~.l ~®F1AGE~S Tp
[ ~ a o ~ i5 NEW EM EPICI' 55.00 BY U.S. I"OUNDRY & MANUFACTURING ~
BYPASSTE i ~ 13', a ~ ~C.6.2 SEE I1EfAIC , CORR.- MODEL APS~O OR EQUAL ~ 2` HATCH DRAM (TYP) WATER T~HT SEAT.
55.0® I X , 4° DIA. VENT PIPE Wl S.S. ~
I ~ X l / E ~ ~ ~ ~ i ~ 8" CHECK YALYE ~ SCREEN-C OF 4YEtYVELL LLI
l NEW'62° GRAVEL. ~ € ~ ~ ~ ACCESS ROAD W! ~ . ~ !i"XX 87C 8"kLd,D.I. TEE (IYP. OF 2) ~ ~ ~ 4'~8" x 3'-0" ALU?9. ACCESS DOUBLE ~ ~
NEW C~NERATOR ~ ~ ~ COMPACTED ABC x M.J. x FLG.) / ~ AND CONC. PAD / ~ 6" PLUti YALYE ~ ~ DOORS BY U.S. FOUNDRY & MANUFACTURING Q CORD: MODELAPD~10 OR EQUAL U
~ s 14" X 4" X I ~ [ , ~ ~ STONE 90° ELBOW W! 6" QCt1GK CONNECT ~}11PLING ~ i 1® ~ ~ ' ~ EMERGENCY BYPASS TEE (1YP. OF 2) ~ CENTER fN TOP (J WATE1tTIGHTSEAIANDLOCKRBLE ~ LLII,gJ
~ ~ NEWT ETIC U ~ 8° M.~. BEND ~ ! FLOW METER ~ ~ 8' MJ. ~hTEVAI SEND CRANE BASE C.I.P. WITH ~ ' ~ C!3 t6J S.S. ANCHOR BOLTS ~ ? ~
O ~ 1 RIM ELEV. ~ 58.50 ~ r I Wf VALVE BOX ~ ? ~ "REDUCER ~ Q,,,
a i ~ ~ ~ 1 X ~ "R® X~ l ~ ®~,9 ~
~ Z
~ ~ 56.
x.25 55.80 5' LJ . - - ~y F„ ~ ~ ~ ~ 0 _ _ 10"E~f,1#AY(fY~t ~ W ~ ~ tidy
t ~ ~ ff DA FORCE ~ EW 8" PVC FORf2~ MAIN ~ ~,N±EW 14' DOUBLE ?D m
f ~ T 3[[~p(~ ~~~p~ E ~ ~ ® x~~ 6-
U
~ i °16'R F,1C.16'R ~ Le~.l CC C~ ~ C!J
i / ~ fi'-0° ~ I- LLI W 6' PRES511RE C,AUGE S~ ~EI.6~ Q ~ ¢ Q
t / 1 ~NC;R~ St,AB INCLINED SO AS TO BE ~ V Z ~ ® ~
t f ~ ~ 57.5f1 57.42 EX, TELEPHONE 6" 0"X4'-0" X 4" THK PE{IESTAL (1 ABOVE G4ZADE) READ I"ROM SURFACE ~,I (TYP. OF 2a SCH, 40 PYC P[PE 8' DIA. CONCRETE WETWELL ~ d Z CC
+ i i J B' CHA~I LINK FENCE I
IX. NORTH EDGECOMBE ~ 67` WERE X 61' DEEP l t' Md TO FLANGE CONNEGTPR ~D~ LV ~ ~ ~W
NIGH SCHOOLSANITARY / Wi 14' DOUBLE GATE ~ ~ SEWER OUTFACE PIPE r SEE STANDARD DETAIL W
O BE ABANDONED ~ f I ) , t~ ®~thas ~
~ ~ ~ ! ~ 4 GE`CT ~I P T1~1~ P ~ ~
~ ~ ~ ~ ~ 0.6.2 N(7T TO SCALE
~ ~ j S ~ ~ C~2
~ ~ ~ J I ~ C7 NOTE: ~ U
~ f ~ f F"" ~ ~ ~ , - ~ PATE: PLACE SECQND HATCH FOR ACCESS TO TRASH fd
Uj f ~ ~ ~ COMRACTf1RSHALI.VERIFI' SA" T 1F NEEi]ER. ~ ~
~ ~f CON CT T f ~ ~ DIMENSIONS WITHPIlMP ALSO PLACE A©T?ITiONAL SASE ~ ~y - ~S ~ Ery TOP SLAB REINS. WI #4 PLATE TO ALLOW FOR ~
~ ~ ~ EX. W TA ~OMA1N At~a TAP ~ W MANUFAGTURL:R"S CliMEP+~~P1S ~ g i NEW 1' WATER SERVICE ~ ~ AT 10° O.C.E.W., E7CtRA MOVING THE WINCH TO ACCESS
~ f f ~ #4 FACH SIDE OF OPENING THE TRASH BASKE'C
~ ~ 5" DIAMETER PRECAST CONCRETE. CAST CONCRETE AND EXTRA ~4 6ETWEEN ~
. Q f ~ ~ MANHOLE OR 6"SQUARE PRECAST ! ~ 1 Elf. 5"' WATER MAGI CONCRLWT'E BOX TOP QUARE PRECAST OPENING QP JIB CRANE
q , 1 ti., ~ - SHEET 210.6.2) 4° [IIA. VENT PIPE
~ t ~ f ~ 3"~0" x2'r6' ALUM. RIA9 ELEV. =57.50 •0` x2'~° ALUM. 1"CHAMFER
~ ( IXISTING WATT=R RflETER ~ j ACCE35 ©OOR ~ f t -
ti LOCKABLE ~ OCKABL R ALL SIDES 5.5. INSECTSCREEN ELEV. 59.25 (ROTATED 90 DEGREES) 5750
I ~ ~ ~ ~ ~ ~ FIN. GRADE 5450 OE 5450
`~56 ~ f ~ s~.i~i>«j f
W ~ ~w Y ~ Rig/ S.S~ ~ 1 ~2 ` R.S. CO~UTT
u- BOTTOM. EL. FROM CONTROE PANEL 50.50 G D.I,P. 6" D.I.P.
Z - GASTING (TYP.) } 6"X8" RL:DUCER F~ ~~~~~la~i' ~t~#~~ fl~~
S~ ~ ~ I ~ 'PTFAP 8' DIA ARECAST ~ m ®m~~{~~i CONCRETE MANHOLE ~ ` o
~ ~ 6" CRUSHED STONE v C ~ ~ ~°e
, ~ ~ ~ r . W °
~ tU ~ NEW MH 35 a 2° SCH. 40 PVC I~PE ~ SLOPE TO WET WELL ~
~ ~ ~ ~ ~ ` PROVIDE PEE SUPPORT STAINLESS STEEL ~ ~ ~ m 1/ 3R"T GUIDE RAIL ~"q'PIt~~-40'48 ,~/~f tl#Il~~y,~~,~1~~"
U? ~ { t AS REQUIRED
/ ~ 7 I I'`' 1 ~ \ ~ SLOPE TRASH B tN H9 d!
~ ~ ~ 1 TO DRAIN ~ SEE DETAIE 3/0.8.2 ~ HIGH WATER ALARM EEEV.40.48
~ ~ _ ----------w----~~______ ~ POWER CABLE 2ND PUMP ON ELEV. 38.98 ~~F
c~ ~
S.S. LIFT7NG CABLE 15T PUMP ON ELEV. 37.48 ~
PROVIDE 2' x 1/ ' S,S. STRAP PUMP OFF ELEV. 35A8 RSF AND ANCHOR TO WALL Q 18" O.C.
~ EX. POWER POLE CHEGK~C~ BY:
LIFTING EUGS I~H SUI;MERSI6LE PUMP
w ~r f~'•D PICT N4,:
IP REDUCING ~~$$.~~j 12~ MINIMUM
~a
Qv s~uEEaol.l~ ~uw+~ ~ ~p s° MCI. GATE JU.Y 2 BOTTO~€ELEY.3216
CONCRETES~AB CONCRETEGROUT 5CALE:
~ n1 C.6,2 SCALE 1 -'~4' ABOVE GRADE) s ~ 90° MIN.
~ p ~ AS 0~'ED
~ U L qj qy ~ 8° M.J. GATE VALVE 8'~ 8°X 8"M.J.D.I. TEE /f ~ ~ . ~
~ WI VALVE BOX M. ~ ~ENLEW1Cr~F'L1~K ~f\~'~~~~~~~~~
J ~ v
8° FORCE k1RIf -4 z nHH UIP ImV EMERUENGY BrPAss TEE BOTTOM OF PUMP STATIONS L I.- CRUSHED STONE SHEU
Q) U Q
Q 8" D1 FORCE MAIN -f N© NpN o MA~V -f left
LE AI P STATION SECTION A-A
~ 4p\ /ry r5 BYPASS TEE SECTIOt ECTION - C.62 NOT TO SCALE

v1 ~ 1 PUS ST~IT~N ELEV~T[ON5 SCHEDULE
1 ~ ~ t ~ Pl8Tfl7~ N fAPP,C(IY T,6}I 11(ITDR 7x 4 ~rrauaF r ~ wA
~ ~ ; to ~ ~ ~ fl~~ 4~~1 T,p ~ STATEN Sff,'f~l VYN.VEVAI~,T RtA~d E~EVATIGM ~1HEY. 61dElEU. AIDE AIAf~, E[EVA1~N SPECIFICATIONS
W ~ ~ THE TRASH BASKET SYSTEM SHALL BE
p / ~ ( g 92 114 1Q 19TATi10i~ 114 1Q 58,E 43.17 ~3.pp 4 46,1 471 485 ~1~Q ~,pp 51,00 THE PERFORATED SCREEN STYLE EV1aKET, HAVING 2" HOLES ON 3"CENTERS.
v ~ ~ w ~ THE BASKET SHALL BE OF TYPE 304 STA~lLESS STEEL ~ ~ INFLi~NT PIPE WITH STAINLESS STEEL TRACKING ANGLES AS PART
14" ~ ~ ~ ~ ~ ~ OF THE 6A5KE3' FRAME. THE GUIDE RAB.S ~ ~ ~ ~ 3" SHALL BE STAINLESS STEEL CHANNELS
I ~ ~ ~ s I ~ !fit SIZED TO FAC~ITATE EASY OPERATION OF
000440 TOF ~ THEBgSKET. STAINLESS STEEL BASKET STOP
~ - a i i_~~----~. va~~sE~a°-~ ~ ~ ° 18" x-14' D!A SHALL BE SUPpL1ED. ~ - vaR~slxa"-3a'1 Z
~ ~ ro ~ i s~ ASSEMBLED SECTION SECTION ~ ROUND WALL
_ _ _ _ _ ( Z I ~ ~ 5.5TL. C~ 8~" ~g° $~ASE T VdALL 3 ~ S.STL CHAIN ~ ~ PLA ~
~ ~I~~ d~ ~ ! CABLE ~ i W ~ 1 .
~ ~ I4 S.STL~ STL~ FLCDOR MOUNTEQ EP HOLE ~ STAINLESS STEEL '
t i X ~ ~ j ~ ~ l D-L~11NCH ~ i INCH
! y' ~ % ~ E ~ tk ~ ASSi3atBLY aSHLY~ SAFETY ~~RLLPLATE 40013 4004
i ' 0. ° exASPHALr ~ ~ ' i a HOOK 0000 : 0040 ~i I
PARKING LOT ~ I y, I ~ ~i ~ { I ( ~ ~ ~ 0000 ~
~ ~ ~ ~ ~ N CONC. BOLLARDS ~ STATIC I 0000 LOOP s" T
5, ~ ~2° 56.25 ~ ~ ~ ~ STAINLESS 4444 ~
tY I ! + i STEELTUBE si~s~l.°~ueE ~ ~ , ~ I ~ ~ co~~ MANHOLE 0
f ~ t ~ DAVTT DAVIT CONTFi'ACTOR TO VERIFY WALL MOUNTED
z ~ i E i r [ HEIGHT OF MAST TO ALLOW STAINLESS STEEL ~ o FOR PUMP REMOVALWCIH S~ " E ~
O r K ~ ~ l ~ f I MM GROUND GLFJ4RANCE HAIL OF 12` MIN ~ UNTIN
! N CONTROL PANEL r ~ ~ t ~ AN CONC, PAD STAINIJeS,S HOLES STAINLESS FIELD ~NFLUENT PIPE
56.56 1S 4' STEELTUI~ ~ ~ , ~ ~ DIA. WETVdELL i ~ MAST -STEELTUBE , MAST ( AtdCH€3R 00 2"HtX.ESQN ~ pp
EvV PUMP STATION ~ R7M ELEV. 58.(10 ~ r }C PROPERTY LINE / ~ . ~ , / l 56 ~ ~ ~ 57. 57 00 3'CENTERS € 04
o ~ ~ ~ ~ i ~ i`. 2 ~ ~ ' r g' ~0 I a4 ~ ~
~ j 7U' ; ~ 3 ~ ~ ~ ~ fl4 as ~ ~ m STAINLESS STEEL 00 STOP 44 12"{TYPICAL] ~ ~
~ r / ~ ~ xI ~ / n i ~ i 00 N EM6ED5~9SET 00 ! ~ ~ ~ ~
~ l ~ ~ / ~ ~ 1 p(~R A~F . ~ n ~ ~ u"i o
~ / ~ ~ ~ HEIGHT R. ~ $ ~ ~ ~1 ~~"-_®I ~ 22 ~a" BACKCIP~ ~ [ ; ~ ~ ~ u, Q, MOUNTINGHOLESARE 4°4 ST ~ ~ ~
i ~ 56 ,l~} Nei 5' DIA VALVE: VAULT 3. i ~ RIM ELEV. =58.66 - c~ .c ~
~ ~ v ~ ~1"~ ~ l ~ , ~r ~ , 5 ~ ( E ~T~~LLH~RDY~R~SE~J,E,B~ST~NL~STEE~. ~a~ cL~DeRAIL
- ( r ~ 56.75 C,9.1 / Q \ 57. SEE DETAIL ~ ~ ~ ~
{ 2 ~ 2 ~ ~ ~ I ~ ; ~ ~ NEW 12' GRAVEL ~ 57.3 NQT T® ~ EVIL _ rv
y ACCESS ROAD W~ ~ I 8' C6 COMPACThDABC ~ t 5T. NOT TO SCALE ~ L ~ ~ ~
i ~ ~ ~ ~ ST{XVE ~ ~ L ~ / i ~ ~ ~ i (i.~..~ NC}T TO SCALE ~ m
,f ' i I ~ I ~ ~ \ r` i--~ n ~ 1 ~ ~ ~ NOTE: 56.56 ~ ~ I SLOPE SITE i18° FER FOOT MPNIMUM ~ ! - E ~ ~ 4 NEW E~9ERGENCY ( TOA55URE POSITIVE DRAII+fAGE
~ / ~ ~ SS I i ~ / 1 ° BYPA TEE ~ ~
f ~ ~ GJ3.1 SEE DETAIL
~ ? t I ~ R \ NEW GENERATOR SPRU TRIWE ~ ~ ~ ~ I ~ ~ AND CONC. PAD i ~ ~ f/ ~ 5H.56 ' 14'X5` ~ 3'~S}" x 2'-6" ALUM. ACCESS DOOR All Bt~3Ef1 fL~IGE~ T(1
~ / 4 I E BY U.S. FOUNDRY ~ MANUFACTURING ` ~ CARP: MODELAPS304OR EQUAL-t HATCH GRAIN (TYP}
/ ~ ~ ~ ` ~ 1 ~ ~.5o NEW MAGPdETIC ~ ~ ~ , ~ ~ FLOW METER ~ WATERTIGHTSEAL i '
r / ~ RIM ELEV. = 57. 57.5a ~ x 1 ~ ~ U~ 1 'J 4' DIR. VENT PIPE GV15.S.
+ ~ ~ s° 1 ' ~ I ~ _ ? i t 4"CHECKVALVE ~ C SCREEN-COFWETWELL ~ J LL9
/ ~ ~ f? ~ ~ ~ X 4°X 47: 4'M.I.D.I. TEE ~ j ~ 4 ~9` x 3'~tt' ALUM. ACCESS DOUBLE ~ ~
' f' ~ ~ Q ~ o (M.J. x M.J. x FLG,) 4" PLUG VALVE ` ~ DOORS HY U.S. FOUNDRY & MANUFACTI7RIPIfs ~ ~ CORP.-M~ELAPD304OREQUAL Ca ® _
/ ` EX. GIJY WIR ° ~ ~ ~ ~ E 9D ELBOW Wf 4` LIUICK CONNECT COUPL~IG 18 ~ EMERGENCY BYPASS TEE ('T't`P. OF 2) I CENTER 4d TOP ~ ~ WATERTIGHTSEALANDLOCKABLE 2 ~,g ~
4 M.J. 9>~ BEND / ~ ' 4 M.J. GATE VALV ~ ~ CRANE I~SE ea.P. WfCH r ° S.S. ANCHOR B€3l.TS
~ ~ ~ - ` ~ NEW 14' i 8° C9iA1N LINK FENCE 1 W! VALVE BOX ~ ~ i ~ t DBL GAT£ W114" DOUBLE GATE Z w Z
EXl POWER POLE ~ ~ l ~ SEE DETAIL C.8.2 e ~ ~
_ r ~ ~ EX. FIBER OI~TIC. - - ~ ~ ~ ;x, ~ ~ ~ ~ ~
5p ~ _ 6~,R1~R1•'C~'P i 56.75 ( - / N W ~ I
r_ - __f ~ - - v "FcACFORCE N ~ 9'FJG VIiY FIZQMCOKER-UVIMBERLYSCHOOL ~ ~ Q` ~ ~
~V Q ! ~ P l ~ ~ { Q ~ W ~ t,.A C? ~„J
NEW 1 W 'GEES SERVICE _ ~ ~ ~ ` Q o RPZ ABOVE GROUND - ~ f ~ TREE L1NIW ~'DA ~ ~d
~ ~ - - C URE TER METER, PTT - _ . ; ~ _ 56.25 ~ ~ _ 6 t . . 57.66 ~ TEMPORARY 9 ~ W ~ L!! W
- ~ C1 ~ ~ I 1 ~ - _ CHECK DAM
i ~ ~ n 4a r ~ % _ - SEE DETAIL C.4.1 ~ ~ 11.E J9 I~ ~ TRASH BASKET 4 PRESSURE GAUGE SEE t1ETAll3tC.6.3 ~ ~ ~ ~ -
~ ~ti r~ ~ ~ ~ CONCRETE SL,4B INCLINEA ~ AS TO BE " 4" ~PJ ~ w ~ F READ IROM SURFACE ' ~ ~ tl~ D ~ ~
B-6' X4'6` X4` TIC i _ ~ FO 1 0~ (1"ABOVE GRADE) w Z C3 t~ ~ {IYP. OF 2) ~ SCH. 44 PVC P9PE--' S' OUt. CONCRETE WETINELL ~ W ~
C.9.9 SEE ION CONTROL MATTING ~ 5, ~ lSETAfI - ~ 4
IX.6`VJATER ~ ~ ` ~ Q ~7 MJ TO FLANGE CONNECTOR ~ ~ ~ ~ Q ~ (TYP. OF 2J 1`CO IPET~E BASED ~ ~ U ~
> ~Q
~ ~ 58.56 ~ ~ `-`58:56-._ - . 58.60 ~dw
EDGE OF PAVEf~ENT CONTRACTO~itTO LOCATE ~ 11 ` R ~ ~ ~ EROSION CONTROL MATTING 1 i EX. MATER 911AIN'fAND TIE L_ 91' tt \ SEE DETAIL C.9.1 4 I ~ 1 ~ Z
~ ON THE NE~t 1 WATER-fdAlN. ~ ~ _ C.g,3 NOT TO SCALE ~ ~
~ _W..___~_~___~..._.....~_....,.____._..__-_~....~- ~ ~ NaTE: ~ ~ PLACE SECOND HATCH ~
~ ( ~ t ~ ~ 1' NO FOR ACCESS T®TRASH
Uj / ( r ` CONTRACTORSHALLVERIFY BASKET IF NEEDED. ~ ~ ALSO PLACEADD[TIONAL9ASE 1Q~YEARFLt~JDEtE~I.=~f C3
/ ~ ~ ti DIMENSEONS VdTTH PUIa~ c~ ~ ~ r ~ ~ ~ ~ t IdIANUFACTURER'SDIMEh~IONS TOp SLAB REINF. Wl#4 PLATE TO ALLONf FOR J
~ ~ r AT 14" O.C.E.W., IX€RA MOVING THE WINCH TO ACCE55
~ ~ f / ? r ~ i j Q 58 #4 EACH SIDE f3F f3PENING THE TRASH BASKET
~ ~ ~ ^ S DIAMETER PRECAST CONCRETE.. ~ i ! w ~U ;AST CONCRETE AND EXTRA #4 BETWEEN
4 f t~ ~ ~ Z MANHOLE OR SQUARE PRECAST ( E ~ ~ ~ ~ CONCRETE BOX TOP BARE PRECAST OPENING Dp dIB CRANE
~ i t ~ (SEE SFIEET 2lG.6.~) RIM ELEV. = 5s.~ 4 DIR. VENT PIPE
;17.9 ~ G, ~ 3-D`x2'~ ALUM. D° x 2'~f"ALUM. 9"CHAMFER
Q ~ Z ~ ~ f / ~ ~ L9~ ACCESS DOOR ~ „~„71- ~ ~ ° ~ tf r y ~ LOCKABLE ~R ALLSIDES S.S.INSECTSCREENELEV.~.(Kt
~ (ROTATED 90 C~GREESj TOP ELEV. 58.40
~ 3'~~ ~ f ~ ' 9- ~ ~ t t FIN. GRADE 57.25 3E 57.25
Q~ f / ~ ~ ~ ~ ~
~/,ti~l~~/,ti w i ~ ELI ~ , f ~ i 4' M~I.•F-F WALL
~ ~ ~ J ~ cASTIr~ (TYP,) BOTTOM. EL. ~1lDER ~ 1 R.S. CONDUIT
~ ` ~ FLOW 9" O.I.P. 4" D.I.P. FROM CONTROL PANEL ~ ~~~~~11~~?1~1~~~~~~~8
8` DIA PRECAST ~ ~ o ®m m ~ ~ ~°°d
\ ! \ f ~~w CONCRETE MANHOLE ° ° r
~ ~ / 6"CRUSHED STONE °
/ ~ ~ 1 ~ r ~ °
r \ J ~i CIS f ~ ~ ~ f ~ f 2° SCH. 40 PVC PIPE ~ ° . SLOPE TO WET WELT. ~ r o
EDGE OF PAVEMENT - -C ~ , ~ ~ ~ - PROVIDEPIPI:SUpPORT )RT ~ ADNLESS STEEL ~ ~%f m ~ • `~o``^~
~ ~ ~ - ~ _ _ - AS(~4UIRED
I.` ~ \ ~ ~ r - _ _ _ _ _ SLOPE P
~ ~i \ j _ _ ~ - TO DRAIN _ _ ~ -----~~FQf7CE~tAiN SEE p ~ 3/C.B.B INLI~ HIGH WA7~ ALARM ELEV. 51.44 DES[GNED BY:
~ ~ ~ ~ ? \ \ POWER CABLE 2ND PUMP ON ELEV. 4725
W S.S. L1fTiNG CABLE 1ST FlSutP ON ELEV. 46.E
~d DRAWN BY: PROVIDE ~ x 1f4 ° 5.5. STRAP PI~uiF' OFF ELEV. 45.&4
AND ANCHOR Ta WALL ~ 16' O,c.
Q CHECKED BY:
ul<TING Lu~S RSH SUBMERSIBLE PU

248&~aV 1~° I,~NIMUM
MANUFACTURER`S STANDA 12' DATE.
Q U a SELF-SEALING PUMP MOUNT BorroM ELEY, 42.17 SIN. ~IULY 2t~19
CONCRETE SLAB ~ ~ 47 0_ A 8'LD"2`-8"X4"THK CONCRETE GROUT
~ ~ -i~ 0.6.3 SCALE 9 - "6(! (1 ABOVEGRADE} -fi ~j 10' MIN. SCALE
~ d. 0 U © AS N4~TED
~ ~ ~ 4" M,J. GATI=VALVE 4"X4'X4"M.J.D.LTEE .
~ ~ Wf VALVE BOX 94°ELBOWWf4 QUICK ~~//~i/~//~i~ . ;i~~/!~/~~?r/~/`~/~ y~~ CONNECT COUPLING f\ ~ /r\
I,~
n.. n c r 9 FORCE MAIN
w.; s C1~ qy~ r-fq= l=m%.T Ts: P /1QQ t CC 50170M OF PUPS' STATNON L 12" CRUSHED SYONE SHEU
Q q) 9 D.I. FORCE PMN E COKER-WIMBERLY SCHOOL
N tv a N Q)
PUMP STATICS SECTS A-
Ql~Ocv~ 5 BYPASS TEE SECTIOt 4 C.6.3 NOT TO SCALE -CT c.6.3 NOT TO SCALE C
d

PEJMP STATIaN ~I.~~TI~1S SCHEDULE
IX, S9 CLEANOUT MI•d 9
RIMELEV. = 79.83 ~ ~ PIiSfAlk2t ~ GAPAITIY T,p~. 69QtOR ~ INV. IN =12.25 ~ iRl ~ ~ T~ ~ Sf#lkkd Sf#T~1H YALYEYAIA.T 1 EEEV#T~1N pIi3~V. ~IEIEV. ~9Pd ~A~ SPEGHFICATi(N+15
INV. OUT =11.33 ~8-INCH) THE TRASH GASKET SYSTEM SHALL BE
J I 19.63 i ~~I~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~~,OO S ~.~3 6~.~ 86.E T~.1~ ~.1 ~ ~{,1~ THE PERFORATED SCREEN STYLE BASKET, HAVING 2' HOLES ON 3° CENTER5.
Z ~ ~ THE BASKET SHALL BE OF TYPE 304 STARLESS STEEL. INFLUEMTPIPE ~ STAINLESS STEEL TRACKING ANGLES A5 PART `
~ l ~ f ~ t a ~ , , ®F THE i3~15Y,ET THE ~aU3DE RAILS SHALL BE STAINLESS STEEL CHANN@5 ~ m m ~ ' 3' SIZED TO FACO.ITATE EASY OPERATION OF
i
'y I 4 Odd04d ~ ~ THEBASKET~ STAINLESS STEEL BASKETSFOP m m ~ SHALL BE SUPPLIED. ~
~ 1 ~ ~ ~ va~~slaa°•ss•1 - vn~~slaa°•~I -j C3
'aa 1 ~ r ASSEI~LED SECTION SE~CT~1 ~ ROUND WALL pg BLASE FLA( TALL) 3 w
i S.STL. Gt S.STL. CI1AOd ~ ~ ~
~ CABLE ILE ~ ' WEEP HOLE d L~ FLOOR t~CYUNTED 7
~ 1 -~o a 7s.64 a STAINLESS STEEL " SOCKET
o , ~ , D-L WINCH INCH ~
EX.SCHDOL ~ ~ i~ ~ ASSEMBLY 4161-Y~] ° _ ~'8°'i~ALLPLATE 00000 i aodo
SEPTIG TANK ~ ~ ~ PTO BE ABANDONED) i ~ ~ NOOK OdOd 000o In °
ssi r i~ ~ ~ Dodo N
78.44 ~ ~ 78.67 i ~ ; ~..STAric ~ ~ nooo ° ~ LOOP OddOfl ~
0 t ~
~ t STAINLESS I 1~ sTE>=L STAINLESS ~ ~ '3' D!A PRECAST
I ~ ~ L1kVCf DSA~ TUBE CONTRACTORTOVERIFY WALLFAOUNTED GON~iETEMANHOLE
E HEIGHT OF MAST TO ALLOW STAOJLE55 STEEL a F£}R PUP~P REFAOVAL WITH Sf}CKET 1 ~
NEW MH 2 ~ i M~ GROUND GLEARAN(~ BALL ~ OF 12° MIN ~ ~ IN
RIM ELEY. = 78.87 EX. SCFIOOL PUMP hIO1}SE THIN S INV. IN ~ 70.95t -INCHg S LI~S STAINLESS FIELD NR.U~dT PIPE ~
INV. nUi' =70.75 (BdNCH¢ l~ BE DEMOLISHER) STEEL TUBE ~ MAST -STEELTUBE ~ ~ I ANCHOR 00 3 ~NE'f~S fl0 ~
a° ~ ~ ~
~ I 40 dd ~ u ~ 00 00 r
} STAINLESS STEEL STOP d0 12`('IYPICALj s u ~a
~ . ~ ~ ; S EIS SOCItET 0 o j ~ ~ ~
i © ' " ALL NO ~ ~ ~2~° CEC~ ~ Ln c x ti.
NEWPI~PSTATiON ~ I fi{f [3VERALL PROPERTY LINE ~ ~ i HEIGHT A9OUNTING HOLE5 ARE ~°0 ST _ ~ X ~
b'7'X81' ~ ~v i
~ E ~l1A~l.f3r~iE5h.L,8~5T>NI~SSStE~. sl~~ r~ulr,~~raL
I ~ 78.37 ~ ~
78.81 1 i T L
NEW 4' TERMINAL MANHOLE ~ ! T~ 6 I ~ Ci.~9.~ MH1 No~T Tt? SCAL.Iw ~ I ~ ~ ~ ~
RIM ELEV.: 78.52 i ~ INV. IN = 70.51 8•INGp~ C.6,4 To SCALE I :r w m
INV.OUT=7EI.~18-INCH) ~ € t"sRADESWALETODIRI=GT € _ - - RttNQFrTOROADSIDEDTTCH
r - _ - -'X x x x X ~ 260LF OdF SILT FENCE x-~-~--x x , sEE ®ETAiL
I ~ aa~~ ~ ~u ~ ~
~ ~ GRADE SWALa= TO DIRECT I ~ 8~ ~ C.9.1 3`~I!" x 2`~" ALUM. ACCESS DQOR All Bl~El1 I~dGI;S TU
RUNOFF TO ROADSIDE DTTCH ~ ~ ~ ~ x ( x, , BY U.S. FC~.INDRY & ANANUFAGTURINC HAVES.S. CORP.- MODEL APS3Q0 OR EQUAL 2° HATCH DRAIN [[YP)
' I 78,25 78.25 78 , ~ ° WATERTIGHTSEAL
o~ I i NOTE: i ~ ~ ~ I SLOPESITE1f8 PER FOOT MINIMUM i TO ASSURE POSTTNE DRAINAGE 4° DIA. VENT PIPE Wt 5.5. ~
1 1 x ~ x 4° CHECK VALVE ~ SCREEN•G OF WETWEI.L ~ L~
~ ~ ~ ~ n E7G ASPHALT DRNE 4 LJ 4?C4°X4°M.J,Ll.LTEE (TYP. OF 2) 4'~8° x 3'-0° RLllAI. ACCESS DOUBLE o ~ 1 DO~25 BYU.S. FOUNDRY MANUFACTURING ~ ~
I I~ 0 0 a ( (M.J. x M.J. x F"LCs.) 4"PLUG VALVE t'LaA?R. A~JDELAPD3~ UR EQUAL _
5' ' ~ ~ ~ I 90° ELBOW Wf 4° LIUICK CONNECT C®UPLING MEIN PUMP TATION ` x ° EMERGENCY BYPkSS TEE (TYP.OF2} j 'W~A"~TiGHTSEALANDLOGKABLE ~ @g ~
RIM ELEV: 79.00 X p 35' R ~ n X ( 4° M.J. 91~ BENp 4 ~ Q ~ NEW FENCE 5` OFF M.J. GATE VAL INV. EL. = 7U.38 (8-INCH) i ~ PROPERTY LINE W V X SEND 1 L'IiANE BASE G.I.P. WITH ~ " ~ ~r ~ SS. ANCHOR BOLTS
~ { ~ ~ ~ i i ~ 1 Ai,VE BO ~
~ ~ ~ i ~ ~ ~ 78.20 i G~ ~ ~ Z
~ I 5C X ~ ~ ~ a
NEW CONTROL PANEL ~ ~ ~ I W 6' CHAIN lC FENCE ~ ~ AND LING. PAD 3 ; 4 60' WIDE X 65 DEEP ~ ~ ~ ~ ~ ~ ~
1~ 4' ~ [ LJ..~ ~a 5 X ~ Q Wf 14 DOUBLE GATE C.8.2 q ( 79. 78.25 NEW 12' GRAVEL 36' R ~ SEE STANDARD DETAIL ~ a pQ FORCE N ~8'PVCfIY~i FROM PHILLIPS SCHOOL ~ ~ ~
ACCESS ROAD Wi { 6" COMPACTED ABG
~ ~ STONE ~ ' ~ ~ ~ P ~ ~ ~ ~A.I,FQIO£ ~ ~ ~ Cr ~ ~
~ 5 8' DIA. NCRET~ WE~'WELL t ' I NEW 5` DIA VALVE VAULT I ? ~ ~ ~
NEW EMERGENCY ( € gypASS ~ ~ RIM ELEV. = 79.00 ~ X I '
C.6.4 SEIr DEl'AIL ~ ~ ' 6`-0° ° 4' PRESSURE GAUGE TRASH BASKET ~ ~ ~ ~ ~ ~ -a~ SEEDErAIL31G.8.1 ~ ~ ~ ~
' ~ 7 •10 ! ; ~ EX. GUYWIRE GONCI;ETE SLAB INCLINED SO AS TU BE ~ ~ © ~ ~ ~ READ FROM SURFACE 4 DIP ~ W ~ ~ ~ { 3
5.0" X 4'-0' X4° THK Q_ _ I _ _ . y (i ABOVE GRADE} (T'YP. OF 2) 2` SCH. 40 PVG PPE 8' DIA. CONCRETE WET~NELL (J ~ ~
~ ~ i ! i ~ tt3
I 79J90 79.Ix1 ? i ! ~ i ~ I NEW GENERATOR ~ 77 O ~ ~ 7° WATER SERVICE MJ TO FLANC~ GOPBdECTOR ~ ~ ~ ~ ~ (TYP. OF 2} ~GONGFEtE"T~E BASED ~ ~ ~
AIDS CONC. PAi~-' 78.50.- I I ~ CONNECTION,RP~WITI$ 14 ~ 4 ~ • F ~ F ~ ~ ' I ABOVE GROUND ENCLO URE
' ~ 77.75 ~ WATER METER AND I ~ € k NON-FREE YARD ~ ~ LL
I 3 € l o 4 T
~ ~f ~ EX. WATER M R I ~ ~ I C.6,4 NOTTOSCAL.E ~ ~
~ I [ ~ 1 !
~ ~J ~ NEW 4' DIA. MAGNETIC ~ ~ EX. POWIwR Pc~.E NOTE: ~ PLACE SECOND HATCH ~
~ FLOW METER j E ° I Z3 RIM ELE?1.~78.50 ~ i h'14T~ FOR ACGE55 TO TRASH
~ X I NEW 14 DBL f~TE y ~ ~ Ct2NTRACTOR SHALLVERIFY BASKET IF PIED, ~ Q ALSO PLACE ACICIITIONAL BASE 1~tY~R ~ ~ ~
7850 78.517 ~ c DIMENS~NS WfM PUMP y:' i ~ ~ k ~ MANUFRCTURER'S DIMENSIONS TOP SLAB REINF. W!#4 PLA'tE'C4Al«I.®iN F~3R ~
~ - - - --y.--,~ n~Glg~ NEW 4~(T>°iZ~llGER 17.60 AT 1n° fl.G.E.W., EX'CRA MOVING THE WINCH TO ACCESS
f i i ill #4 EACH SIDE flF UPENING THE TRASH I~SKET
~ ~ , _ ~ ~ 5` DIAt,~fER PRECAST CONCRETE- - - t I ~ ;,AST CONGRET'E AND EXTRA #4 SEMEN 2UARE PRECAST OPENING
fl -~-1 - - ~LEOR6`SQUAREARECAST ' ~ - - - ~J ~ CONCRETE BOX TOP Op JIS CRANE
~ ( ~ (SEE SHEET?lC.6.4} 4° a1A. VENT PIPE RIM ELEV. = 79.E
~ - - t A' x2'6' ALUM. 1° CHAMFER
7 EROSION NTROL G 77.75 ~ 3'-0' z 2'~8• ALUM. g SEE DETAIL MATTIN 11' R 78' T 7.75 71' R II ACCESS DOOR ~ ~GICABLE~R ALL SIDES P~ SS. ~SEGTSCREEN ELEV.81.25
G'~' ROCK CHECK DA~9 9 LOCKABLE ~ - I tV SEE LIETAIL G.9.1 4ROTATED ~ DEGREES} Trip ELEV. 79.00
~ EX. 6-iNCH W:4TE(i' A~APhi _ _ . _ _ ` ~ - t FIN, GRADE 78.00 ~
~ ~ i ~ i i ~ v ~ ~ /
~ ~ I,~I ! _a ~ 78.12 78.76 78.21 .L ~ >p ~ ~ ° R~s. C4NDUfC
I ~i ~ EROSION CONTROL MATTING 1 CASTING (TYP.) BOTTOM. EL, FROM CONTROL PAN@ ~d 7a.oo- a° D.LP. a° D.LP.
S ( ~ ' ~ SEE DE I"AIL {,y ~ ~ t C.9.1 ~ ~ ~ ~ ~l,~~,~~~~~~~tl~~~~
r ~ CONTRA`iTOR TO LOCATE a
1 4_______~.-.--.~ nNT~~ RM11N~ DTIE S CQ 1 H EON ATER MAIN G.7.3 FTRAP &coNe Irt~n~ @' ' . ffi~ ~
~ ~ ~ SEE DET IL t 6° CRUSHED STONE ° I' V ~ r.
~ ~ T n ' ~ ~ s ~ w a
~ / ~ - ` 1 ~ ~ - t ~ 2" SGH. AO PVG PIPE ° 4 SLOPETO WET W@L
~ w (SR 74071 ~ i Ir PROVE PIPE SUPFbRT STAINLESS STEEL ~ ~ w ~ )RT GUIDE RAIL ~---"""r ~+jf{ ~ m ,~~a~
(!7 Cf~ I t AS REtiUIRED I~~Ta.1s ~ ~`~~rl'III~~~~~! ~~9
~ ~ I @~ 7 I# SLOPE
I. ~ cg i TC} 13RkIN L~ E~ 90` Gr~,~/EL soTA~iL 3JG.s.~ ~ ~ HIGH WATER ALARM ELEV. T0.18
t9 ~R11/E NEW 6'PVG FORCE'MAfN ; ~ POWER CABLE ~VD PUk)F' ON ELEV. E~A6 DEIGNED RSF
S.S. LIFTING CABLE 1ST PUPoIP ON ELEV. 64.93
PROVIDE Za x 1/ ° S.S. STRAP PUMP OFF @EV. 63.43 RSF
AND ANCHOR TO ALL ~ 16° O.G.
d CHECKED BY.
LIFT'B+IG L6H~5 ASH SUBMEI~.SIBLE PUM
d- PI~IEC~" ~d0.:
3 ~ 248S~kR1 12° MINlt~lkl
© R/ AAANUFACTUREfYS STANDA 1r DATE: SELF-SERLING PUMP MOUNT
rR ELEV. = 78,50 BOTTOM ELIVV. 60a4 ~ NqN. a~U~.Y
~ J 1_.____ CONCRETE SLAB R ELEV GONCREIE GR01lI
~ " -Q - - - ) {1" ABOVE GRADE y 10° CAIN. SCALE;
yJ ~ fl
~ p~p~~, B" M.J. GATE VALVE 6'7(6~C6'M.J.DITEE
VI Wf VALVE BOX I.~ . ~ ~ .tom 90°ELBOWWl6"QUICK ~ ~ ~ / / % / ! / '~l . L'Oh~IEGT COUPLING J
Iii ~ enseenesuv ovaenec ree
Q SCALE T= 10' 6" FORCE MAUI BOTTOM OF sTATIarv SHED'
jper cnvcirs, I L at F uu t cc ` 12' GMJSHED STONE
Q 6" J MAIN J
N O G FORCE MM ryp\
3 JCln i ri"~PHILLIPS SCHOOL STATION SECTION A-A C JI'll
C~Oc 5 BYPASS TEE SECTIOt ECTION _ C.8.4 NOT TO SCALE
NOT TO SCALE

~ CONCRETE THRUST ~ COLLAR {3000 P.5.1.~ B SELECT BACKFLL
UNDISTURBED NEW DRAINAGE PIPE
~ SOIL ~ MECH. JOINT ~
I TAPPED F ~ " PROVIDE 3,400 PSt
PLUG D.I.P CaNGRETE ENCASEMENT TRENCH WALL C MAI IN PAVED AREAS.
ANCHOR RING ~ ' D.I,P a . , . , SECURE FRAME TO MANHOLE WITH p MAIN 4,-0° A 4 EQ. SPACED 3!8° ANCHOR BaLTS A' ~ a
TRENCH WALL COMPACTED ' ~ IN NON-TRAFFIC AREAS .'.~a ~ ~ ' BACKFILL SURFACE COURSE
MEi~ALUG OR ~ I APPROVED EQUAL ~ 81LL OF MATERIALS IALS $ ~ td~
TYPE ANCFIOR RING 6" "
UNDISTURBEd MANHOLE 1 PRECAST MANHOLE, SEE STANDARD DETAILS-20 SOIL SECTION BASE COURSE ~ RING & COVER RD DETAIL S-20 - , , y ~ o ~ ~
2 TRASH }~(7D Q 3 ° 4 3 ° ~
~ J 2 AIR RELEASE VALVE . 7 1
a x 4 2" CURB STOP BALL VALVE 8
_ \~\~\~Q 5 ADAPTER
Q P 6° Ta 16' MAINS=12~Na.7 BARS ~ 6 2 MECHAN~AI. JOINT BRASS PIPE AND FITTINGS 1' AND FITTINGS .
24" Ta 3B" MAINS-12-N0.8 BARS ~ 7 2"TYPE "K", SOFT COPPER WITH FLARED ELBOW BARS PLACED AS SHOWN REINFORCING 'CARED ELBOW ' ' B `e .
USE ROPE MASTIC SEAL , COi~PACTED FILL S CORPORATION COCK UNDER FRAME MINII69UM SLOPE + 1~ 7Q ~ ~ 4' DPAMETER
SCHEDULE 9 6" DIAMETER DRAIN
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REQUIRED 14 GRQtI'I',1f8° T41'-0° MIN. SLOPE TO DRAIN MANHOLE IN PAVEMENT MANHOLE IN NON-PAVED AREAS D DRAIN • p " ~ 'e.
A B C & SIDEWALKS 11 PIPE CAP 12°CaMPACTEDN0.675TaN ~~°~a q.,
B"-12° 1"-0" 1`-0° 2" ONE 12 2°-GATEVALVE FARCE MAIN ~~'~'~o esq.
1S° 14" 4" 2" ONE ~o~a m°~ ~b~° a~9~ a
20° 10° 4" 3" ONE
24" 10" 4" 3" TWO 5'-0' MIN. 11
30" 10' 7" 4° TWO
36° 10° 10" 4" TWO f~OTE~ ~ ~
H LE F E GOFER 1. AIR VALVE TO BE P.gp WITH 3, FOR MAINS LC7CAT®OUTSIDE OF w
2 VACUUM CHECK STREI~ N' RIIsHT-t?~ NAYS THE ~
~,7,~ NAT T® SCALE MAXIMUM D~TANCE BETWEENTHE ~ 2 THEAIR RELIWASE P~ANHOLE " ~ MANHOLE AND THE VALVE BOX ~ ~ ~
TANDAD THR T L~R IN TALLATIO SHALL BE INSTALLED EN THE SHOULD BE THRF (3) FEET. ~ ~ ~ ~
T ~ rya Ta SCALE SHOULDER OR AS DIRECTED 4. MAIN SHALL BE DEER ENOUG~I TO ~ ' BYTHEENGINEER. ~ ~ ~ ~
ACCaMODATE INSTALLATIaN AS SHCDWN ~ ~ ~

FF 4 flFF-SET AIR RELEASE SALVE MANHOLE -
C,7. NCT Ta h NCT T® SCALE N ~
~ ~
~
a" X a° TEE MecHANIGAL
JOINT PLAIN END
TRANSITION SLEEVE TO FINISHED MAINLINE MATERIAL ' GRADE ISHED R~INNGHAON~C}COVER 2°AIRRELEASE aDE VALVE
TrPES ~ TEDtUST ~aclclNC ~ RESDLTaNT THRUST AT FITTING AT 150 P.5•I. WATER PRE55URE ~d .a FIN. DE
TOTAL Pt~JNOS . ,11, W. ° ~4R ~ ^ a~
NOMINAL DEAD 44° 45° 223° 11 ~•q° 4 ~r , . , a r~~,~ ~ z " ` BALL VALVE ~ ~
PIPE ENO BEND BEND BEND BEND - 1 ~ i7 _ r ~ ~ ~ ~ . ! ~ FARCE MAIN Q ~ ~
° 1-1f2° Ta 2 1 JOINT DIP D1a. _ _ ~ _.w_. - 1 ~ 4c ` : , MaRTAR DAM 4" 2,700 3,800 2,100 1.100 53D Viz, _ DISCHARGE PRECAST ~ ,,,,J
d' 6° 5,600 8,006 4,3QD 2,200 1,10D - , x~frF MANHOLE a SC~aRPPOWRATION a U
_ - 116"X2"STAINLESS ~ , ~ ~ i 4` a 5,TOD 13,60D T.4~ 3,840 1,9DO MATCH CROWN ELi STEEL STRAP ANCHORS - - r ~ ~ - a ~ ~ TCH CROWN ELEV. ~ .'a. ! > " . ~ 's . • p ~ ~ SERVICE SADDLE ~ FORCE MAIN PIPE : , ~ : , ~
10° tA,BDD 2D,540 11.104 5,700 2,900 1~'. OF FORCE MAIN PII AT 2` O.O. ~1tN. aF li` 12" 20,540 29,000 15,700 B,{NTD 4,E)0p ~ ~ ~ ~ d,.°. TO CROWN ELEV. CROWN ELEV. OF ;e . G • a
TWO REQUIREd ~ ~ ' a • OUTLET PIPE 1f2°STEELROD 14' 27,640 39,0DO 21,1tS0 11,000 5.400 G ; 4 w r~. ~ ; i ^ q_.. TLET RIPE ' ' ~
" " ATTACHED TO FLANGE 16" 35,700 50.440 27.300 14"40D 7,004 rv ~ > ~ . X ON EACH SIDE OF STACK - - - . - .b'e .A'; Pp ©
GROUT PIPE IN Pl STRAPS TO BE ~ D ~ b " ~ ~ WfNON-SHRINK G :ROUT PIPE IN PLACE VALVE DE`~'A~L ~ ~ ANON-SHRII+IKGRaUT ~°.-e ~ ~ ~
~p ~e ..1',, •4~ FASTENEb WITH { ~ ~ ~ ~K a•. "REd HEAD° MUCIt 4 G= ; , . .
~ ~ ANCHOR BOLTS SST cLar 1,000 _ r xi FORGE MAI ~ e ~ SILT 1,5D0 - ' p' a b15GHARGI FORCE MAIN add' DISCHARGE ~ o ' ~ ' o a (S(~IP THRAUGH~R ~ ~ ~
90°BEND MECHANICAL saNDr SILT 3,oDD _ - ~ , ~ " " SAND 9,600 . ~ ~ a ~ MANHOLE} ~ ~1 ~ ~
_ - , , ' _ JOINT X PLAIN END ,rr . 4 .d~f-'r 8 . ! ..fie ~ y.-,......-._ C:r ~r.,. .T; ~ ~h ~
;.~;d FF • ,a:. ~ CONCRETE BLOCKING 1. THRU LINE CflniNECTICN, TEE t ~ r f,--' ' n, _ BEHIND BEND 2, THRU LINE CONNECTICI9. CROSS USED AS TEE ~ a,.
. . ° n. 3. DIRECTION CHARGE, ELBIIW _ ~ ~ ~j ; . ~ P > t.. '--o ~ a ~ ' ~ 4, CHANGE LINE SIZE, REDUCER . _ a ~ ' ~ 5. D 1 RECTION CHALICE, TEE USED A5 EL64W - l c: ~ ° , ° aUTLET i i i ~ ~ ~ ~ PIPE 1 I i ~ ~ ~
6. DIRECTION 4NANGE, CR055 USED AS ELBDM - . ' ~ C3 ~ ~
FJCTERIOR T. DIRECTION CHANGE _ a'. e~ ~~,'a~. "n•.e•'e•'e t~RiGK&MaE -BRICK;x MORTAR INVERT ` b n c, , ~ a , ~ ~ Q
0 O PREGA51 0 0~ MEE NG SP' a PRECAST INVERT ~r ® ~ ~ ~ MEET1Nfa SPECIFICATIaNS W ~ ~
NOTES: Q0 0Oa ~Oo OOa 0Oc Q ~ 00~ o ~a0 00~ ~ Q SI'zCTI.ONAI._E?LAN PROVIDE 12°DIA. ry ~
1• THIS DETAIL SHALL BE USED ONLY WHERE INbICATED ON PLANS. ~ .n„~3.., n„n.. .n.,(7., .n Tt3 DETERMINE THE SIZE (3F A CONCRETE THRUST BL{3CK, DIVIDE THE TOTAL NOT TO SCALE DRAIN OPENING IN * ~
2. ALL EXTERIOR DROP PIPE AND FITTINGS TO BE DUCTILE IRON. FORCE BY THE BEARING VALUES QF THE S131L. THE QUOT9ENT WILL BE THE 12° STONE BASE 3. MEGALUG MAY BE USED AS A METHad OF RESTRAINT IN LIEU OF SIZE CDF THE BEARING AREA OF THE THRUST BL[?CK IN SQUARE FEET. 1NE BASE BOTTOM OF MH ~ C> da ~
1f2" STEEL ROD ATTACHEd TO FLANGE ON EACH SIDE OF STACK. APPRt3>C~INATE VALUES FOR VARIOUS TYPES OF SAIL ARE LISTED IN TABLE.
4. ALL CONNECTIONS Ta PRECAST MANHOLE STRUCTURES SHALL N~lfES: 12° - NO.57 STONE ~ ~ ~
BE WATERTIGHT. NOT TO SCALE 5. PROPOSED CONNECTION TO BE USED WHERE "X" EXCEEDS 2'-4" U
FROM INVERT OUT. 1. TAP PIPE AND ISOLATION VALVE TO 13E SAIVIE SIZE AS AIR RELEASE VALVE. ~ ~p
2. PIPE AND FITTINGS SHALL SE BRASS OR BRONZE. ~ ~
U 3. MANHOLE STEPS SHALL BE PLACED 96° O.G. ~
TANDRD DROP CONNECTION
THRUST RLOCKIN F E CAIN ~ NECTI ~ ~ FCC A R NITAR~ SE ER AHOLE 4 ~NE~TIO TO IAQLE
G,7,1 NOT To sc~aLE C C,7,~ ~aaT Ta s ~ ~ AIR RELEASE VALVE ANHOLE
C.7, ~®T Ta SCALE
~.7. N®T TO SCALE
tri
FINISH GRADE MANHOLIw FRAME, # COVER
4 FEN. GRADE
~ NEW MANHOLE 12° NaTE: INSTALLATION OF SDR 35 PVC SHALL BE IN ACC DANE I T ~ ~ ~ i OR C W TH HE LATEST
~ REVISION OF ASTM D2821. 4° DIA. FARCE MAIN 4°X4°X4° TEE
f ~ ~ TYPICAL CONCRETE THRUST ~ PRECAST CaNCRETE RIN4a OR BRICK & MORTAR FOR GRADE ADJUSTA9ENT
COLLAR. MIN OF 12"INTO CLASS B ~ UNDISTURBED MATERIAL ~ ,y 2'-0° ° . (THREIr CduRSES aR 8° MAx.~ ~~~~~1l1~1 i~B~J~~~i
;r ALl AROUND. CONCRETE WARNING AND ~ IDENTIFICATION TAPE
'~/~~I TAPER UNIT 6 9 :f~~/f~~' ~ ®°m®
~ TYPICAL BEND FINISHED GRADE ~ b -
~ ~ - ~ USE FOUR ~ INCH ANGHO > , p ~ g BaLTS TO BaLT FRAME • " ° ~ \
WRAP PIPE WITH 4 ML TO SPACER. USE ROPE 1,~° ~ MASTIC SEAL BETWEEN ~ EXTERNAL JOINT SEALS m
~ POLYETHYLENE PLASTIC ~ N TO PREVENT BOND , / ~ FRAME AND SPACER. ~ PER SPECIFICATIdNB `j~• a ffi ~ ® RISER UNIT ~e ~ /i~
~
a ~ TRENCH BOTTOM BACKFILL . NaN SHRINK GROUT 4' DIA dl~li(1€1I11~~~ "7°~~~ OR
SECTION a MANHaLE STEPS ALON~s A S' DIA ~
(~y FINISH GRADE VERTICAL WALL NOT OVER THE {PER PLANp ~ ALL LIFT HOLES WHICH DESK BY; 4° C.1.96?'BEND INFLUENT aR EFFLUENT PIPE ~ ~ COMPLETELY PENETRATE ASS
~I ' . ~ BE FILLED WITH NON-
; SHRINKING GROUT. p~ gY; e SASE UNIT DRS • HGC
r' EXCAVATION ~ / ~ ~ . , TRENCH 12" ~ FOR COLLAR ~ ~ INITIAL SELECT 24"
WIDTH NIIN ~ N ~ > r BACKFILL , " . , MIN. 5° MIN. CHECK~3 ~Y:
"~J p P~a ~c ~ o GRANULAR - ~ e d ~ < o:, , o O-R1NG JOINT OR P n . o . P,.p BUTYL RUBBER JOINT ,
~ TYPICAL CONCRETE F ~ ° ° ~ EMBEDMENT ~ .a , : . a" THRUST COLLAR. ~ ~ ~ HAUNCHING C o ZONE o. ,';-~.'~.~~:.'.~,G_o,,,~.~~:.t '.r;p;,~, ~ :Fo,~ BRICKS MC}RTAROR a Q, q% . p. t `~~~f~.: PRECAST INVERT PICT NO,:
~I MINIMUM OF 12" 1NTa ~ ~ ~ o IPE I ~ MIN.1.5° PER FOaT ~ • DY
UNDISTU E S a P #a7 STONE RB D OIL. ~ / ~ I BEDDING 4° MIN. ~ GRADE BEDDING D WRAP PIPE WITIi 4 ML ( C 0 ~ ' . O PIPE DIAMETER GATE:
~ U ~ ~ POLYETHYLENE PLASTIC ' ~ - ~ FOUNDATION ` PIPE \ JULY 2~9
di TO PREVENT BG1ND ~ (tv11AY NOT 13E ' ScaLE:
~ / ~ REQUIRED ~ ~ -0 \ =O ~ CLASS B - -1 " z \l/~\ ~.~~.,.:~...;a-.~,'.,,;:~.' ExTENDEDBASEwERE
E7 Q CONCRETE cv ~ ~ V $ ~ STONE TO BE THOROUGHLY INDICATED ON DRAWINGS
b ~ ~ COMPACTED UNDER PIPE. °Q~0 0~OO0 Ooo o ~~'Qn0 °p°~Qo o AS NOTED ~ 0 6 ~ Q~ 0
1• ~
.~~\..~\..~\..~\.a\..~.' - - -
TRENCH SECTION DETAIL-PVC
T COLLAR FOR VERTICAL BENDS DETAIL 9 SDR-35 GRAVITY SEWER M,41N FORCE MAIN THRUS MAIN DISCHARGE
~ NOT TO SCALE
NOT TO SCALE NOT TO SCALE ;CALE PRECAST CONCRETE MANHOLE
LEo C9ON~ ~i. . [ NOT TO SCALE C.7.1
` . ( MIN. '6. BEYOND BASE) SHEET

2.1°DIA PERFORATIONS READ
~ FOR ALL TYPES OF GONERS:
y` WATER, SANITARY SEWER AND N STORM SEWER. (OMIT FOR
Q ~ PIGK HOLES ° WATERTIGHT MANHOLES)
(TYP 13F 2 ~ 180) USE TEE FITTING WHEITE ~x_cc~nc~rac _ ~
PIPE SIZE AND READ DROP PAVED AREASA ~2 KN $S - HEIGHT PROHIBIT USE OF H O H BIUMIUS
WYE AND 45° BEND CONCRETE 3' fwl4fd r"- Nc'~15;~ER FORCE fv1A3AIN ; cX.I~fATCR;~IAIf~ NEVa~ SE~4~F--.
TYP. FINISHED GRADE UNPAVED AREAS TOP OF GONER ~ ~ TYP. FINISHED z IN UNPAVED AREAS ~CDNG. ENGASEM~NT FO~?CE ~~44r
~ GRADE IN ° g AT 3000 P.S.I. ~ ~ tA} _.m _ ~ _ _ ~
PAVED AREA ~e PAVED AREAS) ~ r• ~ IGKN SS I-2 s ``i t~IP O`g~t
F t(• ~O~~B 131UMINI~US GONGRETE ~ CB1
n ",:1 VALVE BO
COVER - :~:~'~tlNPAVED AREAS ~ , ~~'--H~1V SEPdD {f38P} ~ r, ssn aa~o laa~ ' ~ tN/ 1~lE.CHAN~AL ~
w p• ~q. LONG.ENGASEMENT AT 3000 A.S.I. ~r~ R~~n~ fo ~~sTRAINT I~~clr cav€c~ os~ c~ticr~Ta T+~~usr 4'-~" fi~lN pR ODNGREiE THRUST
BASE COURSE - , ~ x a 14 14 ~ a~ccx~c; BL4GKIN8
© ~ T TCD O~~p~qCT x a ~~L~ BO~ 5Ht3ULD P!'T ~ BOTTOM OF ..a
COVER VALVE BO CONTACT MAIN OR VALVE C~ a • ° ~ " [SIP
~-TAMPED BACKFILL ~ ~ N 11" i i i L i i
MAIN I ~ VALVE 2•-D" 4-3f8" LAG ~r°" ~8® NEYV45" FEND (DIPi ~ ,
" MI RINt~ AND COVER SHALL HAVE BOLTS lR'1 MEGHR3~1C~1, RESTRAI~€i ' i [ NE~N4aR EEfd1)lDIP} i7~fiGl= t7R CCrNCREi'E T€~t75T WI ~IECHAhd~,4L RESTRAI~"T
TOTAL COMBINED WEIGHT OF ~ 3fl1D LB MIN AND BE SUITABLE ~ BLOCKING $I_pCKiNG ~ taEVleE 47R Cc3NCRE'fE TIdRi1ST
TAMPED BACKFILL FOR W-2D LOADING I3Lacl~ln~~
14 SECTION NOTES: ~ a~ ~x Ys~ ~R MAIN
" . 1. D.I.P. MAYBE USED FOR VALVE BQX EXTENSIONS. ~ MIN 1-11 ~ COVER 2. VALVE OPERATING NUT MUST SE EXTENDED SO ~#QTES:
'~r THAT THE DEPTH IS NO GREATER THEN 5" FROM NATION 51DE FLEVATInN NQ'I~'IRh"CE•RE~~7NR ~~VAL~FB~ 55;
~ GLR FULL THE SURFACE USING A MANUFACTURER APPROVED I PERIMETER ~ EXTENSION KIT.
LE _TER?NG DETAIL 3, PRECAST CONCRETE ENCASEMENT IS ALLOWED z OUTSICIE OF PAVED AREAS. ~€A~;~R~R~A~» TFIAh
MANHOLE Sl 3 MOLE STEP DETAIL SEEGUGENGINEERIIdGt}EPT.
1® 4-318` LAG ~ 3" C.7.2 NoT ®sC~LE P€PE LENGTI•IS SHAL?. BE AS 6:EGtUIRED SCALE TU c4NS7~UeT eR:ray.
BOLTS STANDARD VALVE R ~ !N T AL.ATIO SEAT ID 1'-10"MIN ALL JC311VTS 717 SE AESTRA{NE~° ~ ~ ~ ~s
IN AC::ORa~ANC~ WITH ahA~UAL. ~
2'-0° MIN 4 MIN 4' MIN NOT TO SCALE ~
2°-1®" MAX
ATER I SElE GROSSING Y ~ X 4 m
NAT T~ SCA~.E Y a
STANDARD MA N LE RIN AND COVER sP ~ ~ ~ n, c7 tti
C.~. NOT T~J SCALE ~ ° ~ ~
~ Y4 o act m
ail
CONCRETE ENCASEMENT p ' . ' : ~ ~ MIN, x Y~' LAG SALTS (3bb0 PSI MIX WITH LEAD SHIELD ANCHORS THRFIaDEDHg1ES-4AT9b ROADt~1AY
D (POSITION AS SHOWN] ~ ~'G B4LT5 " ~T ROADS DELETE TYPE [~2 PAV'T.
a 4 REQUIRED a 1 ~T~ (TYP.gF4) 41t2°xi-3I4 STAINLESS NOTE: FflR UNPAVED NGD©T ROADS DELET ~ ~ ~ r~ ~ STEEL (TYPE 316} HEX HEAD BOLTS d ~ ~C
0 ~ •Z o a o r~ ~ PAVEMENT
~ ~ S I ~ Q W
1a"MIN. Q ~ ' ToPal"cauER s` ABG REQUIRED 4 ~ . REQUIRED FILL SLnPE ~ ~
4 A
~ ~ ~ ~ ' STEEL PIPE SUPPnRT p
CO~dPACTECI:::';.: iPACTECl~:~ ? ENC3 SEAL SEE SpLCIFICATInNS} ~ ~ ~ ~
a . 1°R :.SELECT ~ ~ z STD MANHOLE ' .,:~a ~ ~ ~ ;:,_.'.~ACKFILL;:~:~':. g cLECT';' : z ~ GASKET CKFILL;~ g m (TYP.~ P.E.-P.E. _
r RING AND COVER - (SPOOL PIECE} ~ c~
1" PLAN ~ ' BgTTar~+~ 4 1 "
CONCRETE ENCASEMENT COVE>'t i ~ ~ R p.l. PIPE ~
(3000 PSI MIX} " 18 MIN.
~ D.I.P. RMNII~IA1 AVERAC~ 41EIGHT FINISHED " RING 190 D.I.P. fl ~ ~
GRADE 1 ~ MIN. ~ CgVER 12D I U C°3 ~
T4TAL31D 8 8' 8' 3 ~
Q ~ m PIFE DIA. + 3' MAX. n ~ -•b ~ CONC 6 MIN 2-i i~a' IA. + 3 i 8 ~ ® ~ e ~ 98' JOINT nF Dl ® , ¢ ~
BASE t, FULL PERIMETER COURSE A... ~ ' ~ ~ 3 3 , ~ 1-11 s~, PIPE DIA. + 5 MAX. FOR PAYMi
t~Ax. FnR PAYMENT SPi E~ L ENCASEMENT ~ ~ p ~
1'-111 " g 1 d 1" ~ 3 TD MANHOLE 1 1 ~ ~ ~ PbLYVINMLGASKETBETVVEEN ~ ~
COMPACTED BACKFILL CDVERAND FRAME SEAT 8° A6C REQUIRED ~
1j ENDS OF CASINOS CAN 13E SEALED USING MnDEL AC PULL-ON • END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT ~
`fi't 1~" LAG BOLTS ~ ~PACTED•~:••, ; ; 6' SYTEMS, INC., nR APPRnVED EQUAL IN LIEU nF CONCRETE FILL C~
SECTION ~ 2~$~ (1YP.gF4j SELECT FILL:;.~; ECT FILL:;. ; ~ PVC Z C.3 ~
3 PVC BEGI" . 3 SEWER MAIN D.LP:: D.I.P. SEINER MAIN ~ ~ ~
11 1'-141/q" 11 " DIP SEWER MAIN p~ TES: EWER MAIN ~
A 3 2'-01 " 3 MANHOLE RING TO BE BOLTED AS SHOWN ~ 4 ~ M.J. COUPLING i~ ~ M.J. COUPLING ~ ~
WlRQPE MASTIC SEAL BETWEEN FRAME 1 " 2'-9 ~ AND SPACER,
8 STEEL ENCASE ENT DETAIL ~ ~
STANDARD MA LE RAN O C~ A D
TADAR N DOT AD OPEN D MANHOLE ~ OPEN GUT DETAIL C.~, NOT To scALE
V E F R ATERTIOT AN LE IN R AND OVER ENCASE ENT ~ Nt3T TO SCALE
NOT TC SCALE C.7.2 NOT T~ SCALE

~i
~ 36" x 42' HATCH ACt;ESS Df9gR La(~CABLE
O
L
w
• W A b • 4` LD. PRECAST
/ ~y. ,'d CONCRETE MANHOLE 'i~~8~9~~~1l1~~~f~
1 ° ~ • 2` x 3' ALUIuflINUM
ACCES5 HATL`kl ~ ACCESS HATCH ~ ~ ~ i
a ~ . . S P5 ~ p{,~ ~ MANHOLE TE ti ® o tlma ® 9 ~ ~ _ ~
~ o 's 4' I.D. PRECAST ~
a a CONC. MANHOLE I•IN. GRADE ~ r
tID 2-it2'WATEFiCONNECT1gN FlATT4PMANHgLEWlHATCH ' 6• FtANGEDADAPTQR -t W12-112'" HYDRANT THRIaAD PRgVIDE HATCEI SUITABLE FpR ~
NIPPLE & CAP IAA LgADING. A b 2"SGHED.84 ~ 3' '®f~~~~lftlil~~,,~~
I. 2-~,`BRgNZEBALLVALVE 3 PVC PIPE
I•.. PROVIDE PIPE 51JPPORTS ° DESIGNED BY:
t ~ f; BLIND FLANGE Wi AS REQUIRED ASH
2.112` T'FbtI=AD TAP W LINER DIA.
~ iP IN51DE DIAMETER MANHOLE DRR~fN BY:
~ 6° DIP S` D.I,P. ~ P.E, x P.E. 6" D.I.P. DRS - H6C fL. x P.E.
Q CHECKED B~: FL©oR DRAIN W~ ASH
~ NEW fi PLUG VRLVE !•s. ~ . a . `~V r MIN. BACKWATER VALVE
2'Xif4' S.S. STRAP AND ~ ° O O O Q OOQ QC f ~3~{~, ~Q.:
~ WALLANCHaR i6"a.C. _Q 6 ~ STAINLESS STEEL 'b 'b 'oD 'b CLAMP a" Isco UNIt~AG MAt~VETIC 2488 • QV
FLCDW METER 6" ASG STONE 2" SOH. 8U PVC PIPE DATE:
~ NEW fi' PLUG VALVE ~ • ~ • > , ~ ~ n , ~ ~ a ~ ~ ~ a a . ~ ~ a . ~ FLEXIBLE SLEEVE 4? NEW fi" 45 WYE . , (INSTALLEB7 PER 6t1FAC"I IIRER'S SLOFE Td WET WELL ~
Q PLC ~y ~ ~ MANHOLE BASE PLAN RECQAENDATIONS) SECTION SCALE:
~3
~ ~ ~ AS ~IT~D
~ 411
~ NEW 6° PLUG VALVE
4 i ~8` W0 5f STONE FL( -)W VAULT SHEET
ELEIfAT1ON L CK JOINT FLEXIBLE MANHOLE SLEEVE ri_o~
NOT T4 SCALE W.7.21 NOT TO SCALE
o ~ dT DETAIL PIGGING P
a \ G.7.2 NOT TO SCALE Co7m2_
Z~N\

Q
tU MINIMUM OF 2.5" FROM TOP OF SLOPE OR EXTEND ~
~ TO RiW WHICHEVER IS GREATER, TO BE DETERMINED ~ I-STEEL SPIDER ASSEMBLY REQUIRED AS SHgWN PER JgINT OF CARRIER PIPE
AFTER FINAL DITCH GRADE HAS BEEN ESTABLISHER STEEL ENCASEMENT PIPE 8'•
B° f~
PAYE?>ENT CLP TO BE IPISTALLEDT A
C.I, SERVICE BOX WITH LID CONCRETE COLLAR MARKED SEWER TO BE AS 8° x S18° STEEL PLATE STRAP ~ CARRIER PIPE
(P' x 2`} MANUFACTURED BY VULCAN, LONGER TEE BOLTS ~
w JORDAN, US FOUNDRY OR ORALL-THREADED 1 t ROD WITH NUTS
SEE NOTE 2 & 3 BELOW ~ APPROVED ELlUAL 22~°BEND ~ in ~3
ENCLgSED END Wf ~ 10"
~ 2-3f4° x 4" BOLTS BRICK MASONARY ~ DUCTILE IRON Wf HEX NUTS EA.
SCI SD PVC ~g*4' . ' ~ , ' , ADAPTER COUPLING O,~tie ~ . MJ BELL SIDE OF SPIDER CASING SECTIgN
STUB OUT 1' PAST WYE NOT TO 5CALE
AND INSTALL RUBBER TEST
GAP N0. TP6 AS MANUFAC- TURED BY JONES MANUFAC- STEEL ENCA5EA~ENT TYP. PIPE
TURING CO, OR APPROVED E{)UAL. STEEL PLATE 8p x 3f8" STEEL PLATE STRAP
NOTES: SHOE A
0 1} SGH 4Q PVC DWV SEWER
SERVICE PIPE AT 1;bMIN. GRADE.(ASTM D-26&5, PVC SCREW TYPE CAP
D-1785) WITH TOP NUT MOPE PIPE 8° x 3f$°
PVC TAPPING SADDLE INSTALL 4N ACCORLtANCE 2) INSTALL 1 JOINT OF DIP HDPE TO MJ AIIAPTOR 1g' GENTEREI) ON BITCH, IF STEEL PLATE 1a" - _
WITH MANUFACTURER'S RECOMENDATIIJN, MIN. 4° COVER IS BETWEEN 8m& 8' #57 STONE 6EDDING UNDER WYE 3J SERVICES WI LESS THAN 6° v
OF DEPTH BELOW DITCH ~ NOTE: LISE ON ALL CONNECTIO
BOTTOM ARE NOT ALL CONNECTIONS qF HDPE TO DIP CARRIER PIPE ~ p ~
ACCEPTABLE. NOTES: ~
4} 8"x 8"x 4" WYE TO BE USED FOR SERVICE 1. ENTIRE SPIDER ASSEMBLY TO BE ~ ~ ~ BI3'UMINgUS CgATED AFTER FABRICATION. ~ ~ m
CONNECTIONS TO NEW SAN. SEWER MAINS. 2. FIELD MODIFY AS REQUIRED Tq PROVIDE
5 AFTER SUCCESSFULLY HANI AL JOINT E J L JOINT ADAPTER DETAIL DESIGN SLOPE IN CARRIER PIPE. ~ u N " i 3. SPIDER ASSEMBLY NOT REQUIRED FqR SERVICE ~ ~
TESTING t}F SERVICE LINE, CONTRACTOR TO REII~OVE NOT T4 SCALE LATERAL ENCASEMENTS, END ELEVATION ~ _ ~ ~ ~ N~~GALE , 4. MAXIMUM SPACING OF SPIDER ASSEMBLIES NOT _ ~ ~ ~
CLEAOI~T DETAIL STUB OUT CAP AND INSTALL TO EXCEED 8°-U" O.C. 4 ~ , .
SERVICE PIPE TO EX. DWELLING PLUMBING G.~. NAT TQ SCALE ~ ,c
CONNECTION. F~~ 4 SANITARY SEINER STEEL ENCASEMENT ~ ~ ~
PVC GRAVITY SEVER SERVICE DETAIL NOT TO SCALE C7 y ~f ~ Z ~ ~ ,.1
~.7.~ NaT T!J SCALE fy g G7
tx z m
c~ z
NEW 42"x48" NEW 42"x4S" NEW 6" 45° FEND
ACCESS HATCH NEW 6" 45° BEND ACCESS HATCH NEW 4" GATE VALVE
NEW 9'x6' PRECAST NEW 6" GATE VALVE NEW 9'x6' PRECAST NEW 4" CI-~CIC VALVE
CONCRETE VALVE NEW 6" CHECK VALVE vO~NC,RETE VALVE VAULT L NEW 4°' Ff}RCE MAIN
NEW 6" PHILLIPS EkIST~ WATER R1AlN NOTES: SCHOOL FORCE MAIN 5TATI0 ER PUMP ~
9'-0" 9'-0" ~ i~
UNDISTURBED NEW TAPPING SLEEVE 1, ALL FITTINGS SMALL BE ~ ~
TRENCH WALL COVERED WETH 10 MIL P(TI.YETHLENE SHEETS C~3 ~
NEW TAPING PRIOR TO POUR VALVE CONCRETE BLOCKING. = C)
~ - - - ~ <C FRgM C4KER-WINBERLY ~ ~ W'
~r: ; 2. P.V.C. PIPES SH~.L BE FROM PHILLIPS SCFt{)OL ~ - - C~tCRETE-~-i~„~ Y < + ~ SUPP(3RTED EITHER SIDE ~ - - - - - - - PUP~P STATION - - - - - - SGHt70L ~ PUe~P STATIpN ~
BL©CKING ~ pF SADDLE LOCATION WITH ~ FLAW ~ 1-
F CONCRETE ENCASEMENT ~ LOW PRIOR TO INSTALLING NEW WATER
SADDLE. MAdN
„ 6'-O" ' 6'-O STA. 43*8Q ~ ~ C~
STA. X47 12 Z
P AN ` F'LpW I L FLOW FLOW FLQW ~ ~ ~ ~
I C3 ~ 1- LLl
UNDISTURBED I FRAM LEGGETT ~ ~ ® ~ - J Mf~N PUMP sTATl4N ~ ~
TRENCH WALL ! ~ - - ~ FROM LEGGETT ~ „ - - - 1'-0" - - - MAIN PUMP STATION 1~ a
NEW TAPPING VALVE NEW NEW TAPPIN NEW g'~ FORCE Mr>IN v c~ ~
SLEEVE FORCE MAIN 3 ~ as ~
® ~
~ i , ~~a-;; E + ~ ~ NEW 8"x4" WYE (T~'P.) WYE (TYP.I CU7
CONCRETE ~ NEW S"x6'" WYE {TYP.) CRUSHED STONE BEDDING
BLOCKING NEW 8" NEW 8 GATE ' {SEE CHART NEW 8" GATE VALVE FORCE MAIN NEW 8°' GATE VALVE NEW fl" ~ ~ U FgRCE MAIN
FOR SIZING) Z
CMU{S) FOR UNDISTURBED NEW PIER OR BOTTOM NEW 8 CHECK VALVE NEW 8" CHECK VALVE ©Z C3
APPROVE)] ELEVATION ~ W
EQUAL m F,,,
6" PHILLIPS FORCE MAIN ~ COICER-WIMBERLY , -WIBERLY SCHOOL ~ ¢
CONNECTION WITH 8 MAIN PUMP STATIOP~ COP LEGGETT FORCE MAIN STATION CONNECTION ~ ~
TAPPING SLEEVE AND VALVE DETAIL
NEB CONCF 7 NOT TO sGALE N GGNCRETE VALVE VAULT DETAIL 6 ~ CONCRETE VALVE VAULT DETAIL .o SCALE
NOT TO SCALE C.~.~
x.7.3 NOT TO SCALE
c
pi-/~f3 V V piW/~f°
'A~V++
W \ y
n~+ }
W J/ ~ ~
~ 1 1/2 GALVANIZED STEEL ~ rr l l
~ MARKER PIPE EXTEND 30 ABOVE ~ ~ ~ GRADE AND PAINT SAFETY ORANGE NEW 42"x48" ~rylili~~Ppt
5ET MARKER 2' DEEP / I F~ ACCESS HATCI~I l~j~i
~ CONTRACTOR TO PROVIDE A MINIMUM OF 10" X 6" MJDI REDUCER (COMPACT C-153 CLASS 35O) - - - ~ ~ - ~ / ~ [
cl~ 10 HDPE AT 0 % GRADE FOR PROPER E / ' ~ ALIGNMENT TO CONNECT TO DIP f m i ~ ~
~ ~ PROVIDE MJDIP PLUG, MARK ` ~ w
~ RESTRAINED JOINT t, 7 ~ LOCATION WI UPRIGHT 2 i a~ BY APPROVED a STEEL PIPE AND BURY ~ I ® °
10.75", 12.75", 14.00", MEANS SEE SPECS. i ® ~ I
~ ~ ~ v-I 1fi.00 OR 18.00 DR_g i f~ffrllll~k~~'` s~~9
f ~ HDPE ~
I_ RJ DIP 2 FULL 18' JOINTS LAID HORIZONTAL PVC SAME SIZE A5 DIP I ~ T,_O„ DESIGNED BY;
~ {1 NOMINAL PIPE SIZE SMALLER THAN HDPE / ASH
~ NOMINAL PIPE DIAMETER) ~ - - - - - - - - - - DRAWN BY.
~.I T / sTA. ~~a;s~.~ DRS ~ FCC
STANDARD SLIP JOINT / / ~ CONTRACTOR TO FUSE ON MJ ADAPTER NO DEFLECTION IN THESE JOINTS / f
~ DR - 11 MIN. THICKNESS / / ~,WC„ CHECKED BY:
~ STIFFENER REI~UIRED / / PROJECT NO..
N BACKFILL DIP WITH SELECT OFFSITE GRANULAR MATERIAL OR 24$$ • DV
CRUSHER RUN FOR FULL PIPE LENGTH FROM 6" BELOW PIPE !c ~~~Y DATE:
~ ~ INVERT TO TOP OF PIPE / C~ U ~ NEW TAPPING SLEEVI T~PING SLEEVE ~l~
f & VALVE ~ N ~ o SCALE
L s~ / o ~ `I' ~
• ~ N 4 ~ NEW 8" CHECK VALVE ' CHECK VALVE AS NOTED
~ ~ r: 9f „Q
~ RE T INT DETAIL ~ HOPE AND LA ER
NO I IQ SUALl' 4Y 8" MAIN LEGGET CAIN LEGGETT FORCE MAIN SHEET"
CONNECTION WIl a a, INECTION WITH
o EX, D" FORCE N D" FORCE MAN
N N
NO\ a NEW CONCRETE VA 'RETE VALVE VAULT DETAIL
cD O N CL , CL O ~ C.7,3 NOT TO SCALE

MIN. 2" OR FAATGH EX. A JR MATCH EX. ASPHALT MIN. 6° CABC OR
~ GRADE THICKNESS, WHIGHEVEI .SS, WHICHEVER IS MATCM EX. GRAVEL
~ GREATER. r A5 NOTED NEW PIPE LINE NEW PIPE LINE EXISTING SURFACE ~ r, 'R` THICKNESS, WHICH
0 E EVER 9S GREATER. r, A \ ~ A \ \ EX. GRAVEL \ ~f ~f I/~ f
0 ~ ~ ~ p~' ` 60 4111y. STATE ROAD CULVERT ` SURFACE ~A~ ~A ~~~i~~ i~~i~~
~~U ~C3 8" MIN. 14 LF MIN. CULVERT (MIN. z 6° \~l
~4 / .~p:°;~... AS NOTED z ~ a~. SILT FENCE *12" MIN. E~~ °Pa G°o. n 1 12" G9py 1 " 1
Q, .;n o °,o on; . : ° o REQ D PLAN PROFILE c, ~ COMPACTED FILL o.oo ` •4, q. ' •9. •'C.. 9 a` • °:P.•;... ° 1 `18° MIN F R 1 ~ ~ ~ TRACER WIRE CTED FILL ~ COMPACTEp fILL i~ \ ~
ro';; o ae' , q o ro:, o o OR G OSS NC 1r ~ i _ OF SANITARY SEWER ~ CONDITION 1 i ~ tCER WIRE ~ r\ TRACER WIRE ~ z ~ ~
14 LF MIN. PIFE LBNE OVER CULVERT 12 12 f ~ ~ ~ " ~
0 SILT FENCE ~ MIN MIN 6" MIN. ti REQ'D ~
T ~
RADIUS TO GRADE ~ AGCOMODATE NCDOT 1k5 OR #67 AS NOTED NEW PIPE LINE CULVERT GABBIER PIPE >IPE \ CARRIER PIPE
LARGE TRUCKS WASHED STONE
NEW GONSTRUGTION STATE ROAD ROAD CROSSING DETAIL GR! • ~ f ~ . ~ TO BOTTOM GRAVEL DRIVE REPAIR DETAIL ' o , . ~ ~ > • ' p o • OF PIPE : ~ • >
50' MIN. TOP OF AS NOTED NEW PIPE LINE b. a. • 9 ~ ' D ~ 9 ~ 9~ ((a ~ r b r F 0.
EXISTING 35' MIN. 15' MIN. CULVERT *24"MIN " MIN. 2 OR MATCH EX D"rP D. ;0~ D". r !6 ~ 9. CONCRETE 2° CDR LATCH EX. ASPHALT MIN. 4° OR LATCH EX. ~ ~ ' ' ' ~ ! ° ~ ~ ~ ~ ~ ~ ~ (SEE NOTE #3)
ROADWAY PLAN EXISTING SURFACE THICKNESS, WHIGHEi o ' ~ , v ' ' ' ~ - b ' ~ ~ a ' ~ Q a ' ~ ~ e . D - . > , e CNESS, WHICHEVER IS CONCRETE TH€CKNESS ~ : • ~ ' ' ~ • • ' ! ~ m ~ .
PROFILE GREATER, TER, PLllS ONE INCH WHICH • ' , • ' • o , • ' . • ' , , . EVER IS GREATER. ~ >J' ~ ~ ~ ~ ° b
10 TONS CONDITION 2 *ADD CONCRETE ENCASEMENT GLASS B PIPE LINE UNDER CULVERT PER PIPE CROSSING DETAIL FOR • ' D.I. PIPE
RIP RAP CULVERT CROSSING S" GABC REQUIRED CABC .
° ° ~ Via' Vie' - ~ ~ PIPE ~ ~ STONE EASE o b ~ D•~ b " ~ ' . DIA.
~~CTI QN PROVIDE RESTRAINED 1 " ~ ~ J(}IN D.1. PIPE, CULVERT a > OMPACTED FILL NOTES: 7.5` FAIN. FROM WINC~WALL GRADE ~ v O TRACER WIRE CTED FILL a p COMPACTED FILL ~ ~ : b .
NEW PIPE LINE CONC. ENCASEMENT ~ O f ~ ~ ~CER WIRE ~ ~s ~ ~ ~ % TRACER WIRE I D.I. PIPE
1. ENTRANCE APPLICABLE AT ALL POINTS QF INGRESS AND EGRESS UNTIL SITE IS STABLIZED. 10` SEE DETAIL ~ ~ AS NOTED " p` ° ~ i ~ 42° 12" " °
2. GONSTRUGTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL IN ~ IN f ' ~F ~F / / N f~ ! CROSS SECTION ~
CONSTRUCTION VEHICLES. STATE ROAD-CL-•-- , ~ ~ T ~ / / / \ \ N
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON CULVERT AS NOTED NEW PIPE LINE ~ . ~ ~ ~ n \ fi In r ~s ~ w
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STQCKPILE FRESH STONE ON SITE. 5' UNLESS OTHERWISE GABBIER PIPE PLAN 4.0' MIN. NOTED ON PLANS 'tPE CARRIER PIPE 'I. CONCRETE SHALL BE 3,444 P.S.I, ~ ~
4. ANY MATERIAL THAT MAKES kT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED AND CLEANED IMMEDIATELY. CONDITION 3 ASPHALT DRIVE REPA R DETAIL GONCI 2. CONCRETE ENCASEMENT NOT REL2UlRED WHEN PIPE IS AT ~ N CONCRETE DRIVE REPAIR DETAIL LEAST THREE (3) FEET UNDER CENTER LINE OF PIPE BOTTOM. ~ ~ ~
R.J.D.I. PIPE LINE AROUND END OF CULVERT 3. No ENCASEtVIENT REQUIRED FOR SPACE GREATER THAN 42 INCHES BETWEEN PIPE. ~ ~ ~ ~
NOTE: ALL OPEN CUTS ALONG SOIL ROADWAYS SI u ~ E ROADWAYS SHALL BE BACKFILLED WITH t~ ~ ~ ~
APPROVED SUITABLE MATERIAL AND PROPERL ~L AND PROPERLY TAMPED IN ACCORDANCE ~ ~ ~
WITH SPECIFICATIONS. TE1P(~ R~ CQ STRUCT~ ENTRANCE QET~L 1 INSTALLATION OF RIP ~~~RETE ENCASE ENT
E LINE AT CULVERT DETAIL 4 FC~R PIPE CR~SSINC DETAIL
TYPI L TRENCH SURF C.8.1 N®T T®scALE 3 G..1 NaT T® SCALE ~ SURFACE REPAIR DETAIL G.~.1 ~c~-r -rc~ sc~~ ~ ~ m
C,B,~ NC1T T(3 SCALE
~ ~ o
40` 70TRL ROW 4tD' TOTAL £CC)W
SEED AND MULCH PER 29'-6" DISTURBED AREA
WARNING AND EROSION GONTRQL z
ID~'IFICATIQN TAPE AND SEDIMENTATION ~ ~ PLANS AND SPECS o ~ SPOIL PILE ~
P (APPROx 66 SQ FTj ~ ~
I~
'r / l~%` / ~ ` ~ S SPOIL PILE ~ r\//\/j~//\//~~~ (APPRDX 160 SQ FT} ~ y ~TRENGH I ~ 2 ~ 3'"' 2 ~ TRENCH I ~ ~
/ ~ //A//A/f r~~/\/\/ 2 I
f ° ! SELECT COMPACTED 3 APPROX 30' 10-0 APPROX 32` 8"-6° ~ ~ S TO EDGE OF TO ROW ~ ~
FINAL BAGKFILL r\ /j BAGKFILL TO EDGE QF TO ROW I TAN9PED IN f PAVEMENT PAVEMENT ~
12" LAYERS APPROX 21'-©° 1' ~°-6° I ~ 15 MAXIMUM GUT APPRC?DC 44`-6" APPROx 14°-B" ° ~ ~ ~
a MATERIAL / 2' 44' MAXIMUM CUT ~ MATERIAL ~ ~ ~ ~LAYDOWN ~ ~ ~ ~
z . UNDISTURBED EARTH LAYDOWN w ~ \ \ AREA ~ 1/ BENCH AREA ~ ,o.
a~ , ~ EDGE OF ROAD ~ CUT SIDE SLOPE EDGE OF ROAD Z ~ CUT SICDE SLOPE ~ ~ ~ ~ ~
s V//~ ~ \//\l STAGKABLE (APPROX 160 SQ FTC T) (APPROx 66 5Q FT) ~ ~ r~y q LU
~ : f\ . #12 COPPER TRACE TRENCH BQX ~ INITIAL BAGKFILL f/ R WIRE {B -0 HIGH, TYP} NOTES: ~ ~ ~ ~ ~
a ~ 4 ~ TAMPED IN 6° 12° / ~ NOTES: 4
Q LAYERS . ~ ~ ~ A/~A~ 4, SECTION TYPICAL FOR 40'-4" DEPTH OF ~ ~ 4 CROSS BRACE, TYP ~ ° ¢ ~ SANITARY SEWER PIPIWS. DETAIL SHALL ~ ro C.'4 ~ ~ ~
"a , f/\ ~ //~f PIPE BEDDING, GLASS I 1. SEGTIQ TYPICAL FOB MAXIMUM DEPTH 1 . ; #57 OR #67 WASHED OF SANITARY SEWER PIPES. DETAIL 1 BE SIMILAR FOR PIPES OF SIMILAR TRENCH BC}X tr3 ~ ~ ~ L3EPTHS. ~
TOP OF PIPE '~/I\ " r STONE cOMPAGTE SHALL BE SIMIB.AR I:OB PIPES OF NQTE; ` ~ TO 90~a STANDARD LESSER DEPTHS. SEE PIPE BEDDING W C7 2. CONTRACTOR MAY OPTION 70 Cl3T 2'-tl° ~
if Q o o PROCTOR DENSITY _ ~ ° ~ 2' DETAIL FOR PIPE a0p o0 2 CONTRACTOR MAY OPTION TQ CUT 2 0 INSTALLATION AND ID HORIZONTAL BENCHES AT EVERY 6'-4" SANITARY SEWER PIPE ~ ~
\ o HORIZONTAL BENCHES AT EVERY 5-0 a BENCH ~ VERTICAL DROP WITH STRAIGHT WALL ~ BACKFILLING PIPE BEDDING p , © ~ TYP ti VERTICAL DROP WITH STRAIGHT WALL ~ CUTS IN LIEU OF 4:1 SLOPING SIDEWALL5. CUT BENCH ~
~pfl pfl GUTS IN LIEU OF 4:15LOPING SIDEWALLS. flo Q o fl qo
/ OO O O ~ t`~. / ~ a o aflo Qflo \ PIPE GRADE 3. SEE PIPE BEDDING DETAIL FOR PIPE ~ 3. SEE PIPE BEDDING DETAIL FOR PIPE 6'-A" MAX Z ~ ~ INSTALLATION AND BACKFILLiNG, ~ ~ ~
INSTALLATION AND BACKFILLING. ~ ~ , WIDTH
\//\f/\//\//\/\/\/ aRQSS I~RACE TYP C) W ~
WIDTH ~ ~
TRENCH BOX O.D. + 24"MIN ~ ~
O.D. ~ 48" MAX 8" SANITARY SEWER PIPE
NOTES: DEEP TEI~C DETAIL ~ ~
1. TYPICAL FOR PIPE DEPTHS OF 3' TO 14'. FOR DEPTHS GREATER THEN 14' GUT BENCH ~.~.1 N6~~" ~'Q SCALE ~
THE INITIAL BAGKFILL SHALL BE SAME MATERIAL AS PIPE BEDDING MATERIAL. '
ALL TRENCHS 20` OR t~REATER 5}{ALL BE DUCTILE IRAN PIPE. &'-0" MAX WID H
~ 2. FOR DEEP TRENCHES REQUIRkNG SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN ~ FROM THE kNSIDE FAGS OF THE SHORING AND BRACING.
b
~ 8, STONE BEDDING FOR PVC WATER MAINS 5HALL BE REQUIRED WHERE UNSUITABLE SUBSURFACE CONDITIONS EXIST AS DIRECTED BY THE ENGINEER.
II
~ 4. NO ROCKS OR BOULDERS 4° OR LARGER SHALL BE USED IN INITIAL BAGKFILL.
~ 5. SELECT BAGKFILL MATERIAL SHALL BE USED IN ALL LOCATIONS WHERE EXCAVATED
MATERIAL IS DETERMINED, BY THE ENGINEERlGONSTRUCTION OBSERVER, TO BE 0 ~ UNSUITABLE FOR BAGKFILLING. NEW ASPHALT PAVEMENT
~ 6. ALL TRENCHING AND EXCAVATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION ~ OF THE NORTH CAROLINA OCGUPATIQNAL SAFETY AND HEALTH STANDARDS FOR THE
~ CONSTRUCTION INDUSTRY MANUAL. r ~~~®~t~~~~1~t~~~r
CUT BACK EXIST. BASE
b p p CUT BACK EXIST, COURSE 12" MIN
~ TYPI T~L ~N f E TREN~H SURFACE COURSE ~-ID
~ 6" MIN FROM NQ PIPE REaaIO DET ASPHALTGQNCRETE A L ~ ~ BASE SLOPE SURFACE COURSE TYPE I-1
C.~.~ N~}T Tn SCALE N EXIST, SURFACE TACK GOAT ~ COURSE 3' SHOULDER 6`-0' 6'-4" 3' SHOULDER ®
H-FINDER COURSE
TACK GOAT ~~~~~~~#ll~ii~t~~t
SLOPE
W l ~4":4' dESPCNED BY: ASH
J i i „ p~S • H
© ' COMPACTED SllBGRADE GHEGIC~D
6" MIN. CRUSHED STONE 4 TOP 501E
PICT NO.:
Y ~-~u
E 0 $ TYPICAL ACCESS ROAD SECTIQ DETAIL
41 AGGREGATE BASE COURSE
~ ~ G.~.~ Nor T~ sc~~E ~u.vz ~~~E:
L ~ S1 ~ ~ ~ EXIST. BASE COURSE
~ N ~ ~ ~o~~~
a ~
~ ~3 "1"1/'I"~ l C~ fl ! f? i~ 1 l1-N A f-E, l"1• I I I A I!';~"I f''ti k l 1"1 f""T kl l l
't ( 1 1 I`1~1'1L rt-%v rzIYICI'V 1 kjulm%,j I I1.11V L.11 I f-,IL. 4 ~
NOT TO SCALE SHEET
N N ~
C'3ORi,, C1.~\ C a 8
Z I~

e
Q 4" STEEL PIPE
ROADWAY GATE OPENING
10'-0° MAX AS SHOWN ON 51TE PLANS 4"-0" PAINT TOP OF CONCRETE AND
SEE NOTE 2 PERSONNEL ALL PIPE NOT ENCASED BY FOOTING ~ . WITH 6 MiL. SAFETY YELLOW SIPHON BREAK ' s
10`-0` MAX 10'-0" MAX GATE .a . C
& STRANDS OF BARBED WIRE • . SMOOTH RADIUS CONCRETE FILL (4 PT BARBS O.C.) , P y
+ TOP RAIL TOP RAIL ' > CONCRETE FILL ~ ~ ~
cv m ~
COST TO BE INCLUDED IN c PRICE FOR METER VAULT ' ~ NOTE HOSE BlBB SHAL[.
TOP RAIL, TYP SEE NOTE 1 ~ ~ a BRACE '.E ~ ACCOMMODATE STD.
~ D 15" x 15'° x THK. ~ ~q" GARDEN HOSE. ' r FIN. GRADE CONCRETE PAD
s'n ~ SEE NOTE 1 o BRACE [ € , ~ ~ ~ ~~f ~I
7 GAUGE ~ ~ ~ ~ ~i,/~,/~,/f,/~,/~./~ .
TENS90N ~ ' A • n
WIRE ~ c~ • ~ • ~ A • ~ . B b • .375" DIA TIE ROD ~ ~ ~ ~ ~ ~'y 1 a ~ S, 5, b, .
WITH TURNBUCKLE ~ € , ' . • ~ ~ ; ' • : ~ FINISH € . ~ , . ~ ~ , , a ,
. ~ \ , r l CONCRETE FOOTING ~ ~ r . n GRADE m ' 'ati ,~~~A /~~f, I,v,~~/ m v a ' ~ • ~ a 0 ~ f f D ° Q ` Q
(I y TYP CORNER POST r ~I r r r a ~ Ia ! .375 DIA TIE ROD ~ ~ ~ ~ I E m ~ 3° O.D. E D ' 1~ TYP LINE POST ~ ° r°I a~ WITH TURNEIUCKLE ~ I ~ ~r ' y + ~ ~ , > • • , ~ ~ > V, ~
o ( N ~ m m i ~ I ~ o la ~ . ~ ` 2` O.D. BOTTOM RAII. • n . , • , e , a. I CORNER, BItACEj ~y ~ (2 3/$ O.D. I ~ e~ ~ ° la el I , ~ I I ~ . a . ~ 'i ~ ( ~ I I ~ 2` O.I'3, BOTTOM RAIL o I ~ ' ~ la ~ I Is TYP GATE POST D d . , • Q n e ~
d ~ ~ ? ~ ~ ~
CONCRETE a ~ . ` ~ ~ , (3° O.D.j D , ~ ' ; CONCRETE , , (3,000 PSI) ~ + TYP GATE POST , , ~ ~ a ~ s ' • a (3" O.D.) CONCRETE s A ' ~ ' " . ` " DRAIN PORT ~
' a.
SEE NOTE 3 CONCRETE • ° ~ ' ~ • ~ ` , a ~ . METER VAULT ~ ° ~ ~ ~ ~ • z
} ~ a ~ ~
CORNER ! LINE ROADNBAY GATE PERSONNEL GATE ' ' • ' ~ ~ ' 1 Cll. FT. OE X57 W
' WASHED STONE ~ m ~ ~ w
NOTES: 30" I~In. 18" D@AMETER MIN. U N METER MIN. ~ ~ ~ ~
1. PROVIDE LOCKING LATCHING DEVICES FOR SECURITY. (PADLOCKS BY OWNER) ~ ii ~
2. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. ~AI F~ E ETA"~I~ r ~ ~ t~ ~ hi LL. m L~ ~ ~ CV is
3. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4-INCHES LARGER IN
C.B. NClT sCALE DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH GLASS B CONCRETE. R~ ~ ~ - FREEZE BARD HYDRANT DETAIL
r~ ~li~ G LARD DETAIL ~ ° ~ ~ G C.~. NOT TO s~Alwl~ = ~r~7~
C.B. NAT To SCALE c: w N
~ ~ N ~
~ b w m
NOTES:
DEWATERING BAG 1. FOR PIPE SIZES pF 2" OR LESS, PROVIDE HEAT TAPE AND GFCI AS SHOWN. ~ iERING BAG STREAM TOP OF STREAM BANK TOP OF STREAM BANK ~ DIVERSIQN PUMP
ce DISs DISCHARGE HOSES BYPASS PULP
2. BACKFLOW PREVENTER FOR BUILDING SERVICES SHALL EE REDUCED PRESSURE INTAKE HOSE PIPE STREAM FLOVY COFFERDAM
ZONE ASSEMBLY, UNLESS OTHERWISE NOTED. Q
3. FOR PIPE SIZES OF 4'° AND LARGER, USE GATE VALVE IN LIEU OF PLUG VALVE. ~ISSiPATioILa a~~ P z
10' MIN LENGTH STREAPAW[SE ~ ~uWMPATERIN ~ ~
SEE NOTE 3 BACKFLOW PREVENTER CAST IRON P ~ ~
INSULATED (SIZE AS SHOWN ON ~ METER BOX TRANSITION ~ ~ V~ATER TRANS6AISSION MAIN ~
ENCLOSURE DRAWINGSI ~ COUPLING POgP HQ9.T0 R F- ~
~ COMPA TED IF REQ`D r C PUMPS SHALL DISbJHARGE 18" DEEP. 2' DIA.~ ~ Z
ELEC. HEAT TAPE ~ BACKFILL ~ ONTO 5AN~BAGS oR RIP RAP PIPE SUPPORT OVER ENTIRE DEVICE o ~ TO DISSIPATE VELOCITY F'
I"~.OW ~ ~ I~ET HSMISSION ~ C~

E~ 12aV 15 AMP 4 THK.3aaa ®4 pn ~ ~ C.7 ~ ~
GFGI OUTLET W/ . PSICONCRETE GLEAN WATER ~ ~ ~ ~
WEATHERPROOF ~ TYPE °K° SOFT DIKE SILT FENCE
~ ~ COVER COPPER PIPE DOWNREACH SEDIMENT wo~K Q• TAPPING SADDLE DIKE TIT FORM VELOCITY SEDIMENT WORK RREA EEAGTH K0T Tg EXC~Ep THAT YtH[CH
SLOPE GRADES TO ~ = c° AS SPECIFIED DISSIPATION POOL tea~cre~sorTUex fi MIN. ALL DIKE ~p ~ ~ o°~~~ DRAIN AWAY FROM AROUND CAH BE CDMFLEfEp INLH£RAY I.~.I ,mac 5p0 LP kgA7f16SUM~ 18.1 g,,,p
CONCRETE PAD ~o WATER Cl7FF1=EiDAM ~ ~ ~ ~ ~
IAAIN SERVICE CONNECTION TO METER TOP OF STREAPA BANK ~ ~ ~ ~
~ ` 80X TO BE TYPE'K` SOFT COPPER ' C e a a 9 G ~ ° ° ~ ° ` a ~ EXTENDED 18` MIN. AND/OR TO ~
\ ~ ~ . ~ p a a ° ' , ~ ~ THE BOTTOM OF DITCHLINE AND BYPASS PU&6P ~ C] ~
\ ~ ~ TURNED TOWARD CONNECTION ~ i\ \ l/.r STREAM BANK STREAM FLOW ~ ~ ~
~ \ 1. SANDBAG DIKES SHALL BE SETUATED AT THE UPSTR ~ ~ D AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK ~I TE~,~'` U C}
~ , I// SEE ELECTRICAL SITE AREA RND STREAM FLOW SHALL BE PUMPED AROUN PLAN FQR CONTINUATION NOTE. POLY OR COPPER DBSCHARGE t3NTO A STABLE VELOCITY DISSIPATER PUMPED AROUND THE WORK AREA. THE PUMP SHOULD ,ITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. 1. COFFERDAM SHALL BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR. ~ ~ ~
~ PROVIDE SECOND PROTECT CORPORATION STOP DURING SERVICE LINE 2. WATER FROM THE VdORK AREA SHALL BE PUMPED T+ ~ = = - : BACKFILLING OPERATIONS. REPAIR OR DEWATERING BASIN SEDIMENT BAG OR OTHER API" LL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A COFFERDAM SHALL B IMPERVIOUS AND SPAN THE ENTIRE WIDTH OF THE CHANNEL. ~ ~ ~ i OR ®THER APPROVED DEVICE, THE MEASURE SHALL BE 2. BYPASS PUMP ~9UST BE RUN AT ALL TIMES. ~ ~ L9.1
CONDUIT FOR REPLACE CORP. STOP IF DAMAGED. LOCATED SUCH THA$ THE WATER DI>AINS BACK INT+ ~I~AINS BACK 6NT0 THE CHANNEL BELOW THE DOWNSTREAM 3. At-1'ER UTILITY INSTALLATION RETURN STREAM BED AND BANK T6 THEIR ORIGINAL ~ FURTHER ER©510N $ETWEEN THE SILT BAG AND STREAM. GRAD, STA6ILIZE BANKS, REMOVE COFFERDAM AFTER STABILIZATION.
SUPPORT WATER SERVICE SANDBAG DIKE WITHOUT CAUSING FURTHER ER©51i 3. AT THE END OF EACH WORK DAY, THE DISTURBEI? C H DISTURBED CHANNI=L SHALL BE MATTED, 4. CONSTRUCTION AREA SI~#OULD BE DEWATERED WITM A PUMP THAT SHOULD DISCHARGE yy~
v ° ~ v ' . ° v ° v tl d P ° , INTO A SILT$AG LOCATED ON T4P OF A 6-INCH THICK COARSE AGGREGATE BASE, ~ ~ 5. CONSTRUCTION ENTRANCE RAMP5 SHOULD BE INSTALLED QN FACH SIDE OF THE CROSSING ~ ~
FOR APPROXIMATELY 50 FEET WITH SILT FENCE AROUND FOUR GORIQERS OF GRASSING. ~
.v.v v,a S !9 • ° ° 3oaa PSI CONC. 5 4 1 ETE Rd~ S~ERL~ ETA~L 6. FQR TEMPORARY CROSSING USE TIMBER MATIGOPOSITE MAT qR OTHER TEMPORARY ~ CROSSING Mf=TROD. ~
BLOCKING D
C.B. Nt~T T'C SCALE P PU P AROUND ADD VELC~C R Z IT DROVE GROUND s VELC~GIT~ DIS~IPTC~R DETAIL SET FATHER DITCN~TREI~I
GRQ~IG DETAIL
C.82 ECLC~~ RE DETAIL NOT T~ scALE
~ C,B.~ NUT T~ SCALE C.~.2 NC9T TO SOALE
a
~i
0
L
91
0~
a ~~~~~~~~~~r~~'a$~s
m•
~1?
~
-n.t
93
I-. ~~~~1~t~~ 9i
I~
QESlGNEd s~; ASH
J i ~iAWN BY; DRS•HGC
CI~CKEp BY;
ASH
<F PRQJECT Nt3.:
2488 - DV
~ 4 DATE;
~C U JULY 2009
~ ~ Vs SCALE;
L o ~i ~
vUi N ~ AS '?fit
~ U f'17 ~
I. b
~ I~~
SHEET
O~
N N 'a Nfl~ ~ ;l
1
C Q> C 8

~ kNSTALCATION RI.COMMENDATIONS;
~ 1. PREFARE THE SO[L AND APPLY APPROPRIATE FERTILIZER AND SEED. 1ft-3.43[n 2f1-6.8Tin 1ft-3.43in v 2. REMdVE ROLL OF MAT FROM PLASTIC COVER. OVERLAP MAX. SPACING dVERLAP
~ 3. UNROLL THE MAT W["fH NETTING ON TOP AND STRAW FIBERS kN CONTACT WkTH THE 501L. TOP ALONG EDGES BDTTOM
4.ON SLOPES, PLACE THE MAT VERTICAL TO THE SLOPE AND FdLLOW STAPLING PRdCEDURES SHOWN dND9A4~RAM, ~ ~ ~ ~ a'-Dei
5. IN DITCH LINE AREAS, PLACE THE MAT PARALLEL TO THE FtOWtINE dF THE DITCH AND FOLLOW - - - - - - - - - , - A11N,
5TAPLING PRdCEDURE5 SHOWN dN DIAGRAM. ~ ~ ~ 6. SIDES OF ADJOINING MATS MUST BE BUTTED SNUGLY TOGETHER BEFORE STAPLING. Q ~ d u ~ E © STAPLE LOCATIONS (TYP.} t~AX. _ FLOtN
7. EACW STAPLE MUST ENGAGE A PdRTION dF THE PLASTIC NETTING AND BE SET FLUSH WITH THE ~ ¢ ~ ~ 1 ~r7.' ,'tt1~'.^ ,tif-~~t r1~~ pa ~\~j\~'7~..
SOIL SURFACE. ~ ~ ~ ~ ~ ~ ~ ~ AS NdTED ON DRAWINGS TO AVOID DISTURBANCE OF SEED ARID FERTILIZER BY WIND OR HEAVY RAIN, MAT > ~ ~ ~ ~ ~ DRAWINGS STEEP CUT DR w 'F~_-. FILL SLOPE ~
SHOULD 13E PLACED ON THE TREATED AREA WITHIN 2 TO 4 HOURS, a ? O a ii ~ 9. WHERE D[FFICULT SOIL OR GRADE CONDITIONS EXIST, A CLOSER SPACING OF STAPLES MAYBE _ ~ I ~ l
REQUIRED. ~ ~ GRADS a NOTE: 3:1 SIDE SLOPES UNLESS OTHERWISE NdTED OP IYVISE NdTED dN PLANS. \~~`,//j~~~~` ~jy
~ ~ ROLL OUT MAT W1 COMMON ROW FdR ° I ~ ~ ~ ~ I ° F ~ ~~~A~\LTED BERM ~
THE FLOW DITCH LINES. PLACE ~ 2f1-6.871n ~ > ~ d STRAW Wl NETTING OR f XCAVATED MATERIAL ~
USE 6 STAPLES AT START B STAPLES ACROSS a. ~ ACROSS MIDDLE d ~ z TEMP DITCH LINER OF EACH MAT 6~-6" SEA~9. ~ ¢ ~ s ~ ~ n ~ ~ ~
~~ua I a ~ ~ °D~ 3 , A CRASS SECi'I€?t~l
4 ~ ~ff~ ~ ~ ' t~ t] I ~ ~ ~ w ~ / ~ 1 • . o. ~ as d Ca ~ to ns / f ~ \ cv ~ 1 r
~ x ////1~ Q w 0 ~ p NETTING OR MATTING ~
' ~ t- ~ w (SEE SPECIFICATIONS) , ~ i / t3 ~ Q .o - - / / [IPSTREAM SLOPE POSITIVE GRADE 1.D°k MAX ~
w A ~o w w -I--- ~
. ' ~ tu- / / / . ~ U w ANCHOR TRENCH ~ / ~ / / :E3 a~ w ! ` ~ /
- ~ \ ~ ~ o • w y END OF LINER SHEET l~ (TYP} 51bE SLDPE5 /~I_,,.f ....._........_..._._.._...~_._w~__...._ _.____._.__...~._.___.__.__.._---_-.-----__._.___...._...____.---_.___.~.m
Q fSi ~ 4, Q; {3 4 I . FAR DITCHES WITH HIGH ~
~ ~ 1. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. VOLUME FLOWS, ROCK SLE)pE d STAP S w w v. ~ ~:1 \ --------------_.._..._._._.m__.~~~....._
~ LE PROTECTION MAYBE NEEDED PERMANI ~ : ~ LOCATIONS 2. LAY LINER FROM TOP OF SLOPE OR CHANNEL AND UNROLL IT DOWN T}iE GRADE. PER STANDARD DETAIL TEMPdRi ~ ALLOW NETTING TO LAY LOOSELY WITH WRINKLES. DO NOT STRETCH LINER. TEMPdRARY -STRAW W~ NET 4R DITCH LINER ~ ~ ~ y
~ USE OUTSIDE : .
STAPLES AS A ~ 3. BURY THE UPSLdPE END IN AN ANCHOR TRENCH 6" DEEP, COVER WITH SOIL AND TAMP m . ~ . Cd,~,, PEON ROW F[RMLY. PROVIDE STAPLES (1" WIDE x 6" LONG MIN. AND OVERLAP AS SHOWN ABOVE.
(ADJOINING MATj / i } \ ~
OFFSET INNER RdW LOWER END 4. TO JOIN TWO STR[PS, CUT A TRENCH AND ANCHOR THE END OF THE NEW LINER. TO SIDE ROWS AS OVERLAP THE END OF PREVIOUS ROLL 12" M[NIMUM AND STAPLE AT 12" O,C. ua
SHOWN ON WIDE DITCHES PLACE MAT 5d THAT BELOW ANCHOR TRENCH. • ~a' ~ ~,A' ~ Q THERE ARE NO LdNG SEAMS WITHIN 24° PI AL DITCH ~ T~ ~L DITCI~ DETAIL F
OF BdTTdM CENTERLINE OF DITCH MAINTENANCE: G.~,7 NOT TO SCALE STEEP CUT OR ~ ~ N ~t;ALE FILL SLOPE ~
PATTERN FdR ANCHOR STAPLES DITCH LINE APPLICATION INSPECT PERIODICALLY OR AFTER RAINSTORMS FOR ~i a ~ + \ t
NOTE: EROSION OR FAILURE. REPAIR ALL WASHED OUT AREAS BY RE-GRADING, RE-SEEDING, AND RE-INSTALLING LINER YVY C'S C N S;- pi _ ~ N L'
Td BE USED IN DITCH NO.1 FROM JUNCTURE OF DITCH N0.1,2, AND 3 TO OUTLET OF DITCH NO. 1 AND MULCH AS REQUIRED. FOR A TOTAL LENGTH OF APPRdX. SO® LINEAR FEET» L ~ ~
m
TE P~RAR~ DITCH LINES DET ~ L ~ "YI~ICAL DIVERSION DITCH DETAIL
~ ~TETIC MAT PLACEMENT DETAIL
G.9,1 NOT Tc~ SCALE Ca9.1 NOT TO SCALE G.9.1 ~t~1' ~o CAE ~ " _
L.~
F-
PIPE OUTLET TO WELL PIPE OUTLET TO FLAT AREA DEFINED CHANNEL
8'-U' MAX S'-0" MAX NO WELL DEFINED CHANNEL ~ ~ FLOW FLOW , ~ ~ ~ / ~ ~
1 " • sA" "A" .Atr 4 GAUGE WERE A ~ I„~ MESH BACKING
© o "7 STD. APPROVED \ \ ~ W ~H7 STORgG~ , , FILTERING FABRIC ~ ~ ~ ~
E E APPROVED ~ CLASS TRIP-RAP ~ "~~t+A~~ i ~ FILTERING FABRIC ~Q t
,i g 4~~q ' . WASHED STONE ~ ~ ~ ~
~ ~ PLACE #5 STONE FLOW ( FILTER AGAINST FLOW ~ J_ ~ ~ / ~ ~ ~
~ ~ - ~ FENCING WHERE ~ ~
~ ~ REQU[RED OR AS I DIRECTED BY THE ~ Cl~ FLDW ~ • / ~ C)
" ~ ; ; ENGINEER.
' ~ ~ ~ ~
I I I I. APPROVED UV I 14 GAUGE WIRE I Ls La
It RESISTANT 51LT I MESH BACKING I I to 1 ~ " [ ~ 9' ANCHOR TRENCH, I ~ FILTERING FABRIC I (6 x6 MAX OPNG.} I o d A ~
I SECURED Td W[RE SECURE WITH I ~ ~ '1 AT 8" O.C. NO.B STAPLE w FABRIC 8"MIN. INTO ~
~ TRENCH, BACKFILL . . i~ BOIL AND COMPACT ~ ~ v4r
Q ~ ~1 ~ Im ~ ~ ~
7n ¦ " 4x4 TREATED LUMBER dR . ~ ~a ~
N~_: 1.33 LBIFT STEEL POSTS
BECTIt)N A-A FILTER BLANKET ,~~P~,'T~,-„~
1. FOR AREAS OF EARTH BACKFILL, POSTS SHALL BE SET AT DEPTHS OF 4`-d"MIN NO.57 WASHED AND ANCHOR TRENCH IS TO BE 12"x12" WITH FILL TO BE COMPACTED. AREA TO BE STONE
DIS URBED ROADWAY ~ ~ I ~ ~ ~ ~ SHOULDER ~
2, PROVIDE ADEQUATE EXCAVATION AHEAD OF 51LT FENCE TO ACT AS A 1. La IS THE LENGTH OF THE RIP-RAP APRON. (MIN. TRENCH WIDTH 6'} FLOdD SEDIMENT GRAVEL RIP RAP FILTER U
VELOCITY FREAK AND SILT TRAP. 2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6", (12"MIN.) STORAGE 1` 2' ZdNE 1` RIP-RAP ~ AREAAGE BERM BA51N DETAIL y~ U ~ HEADWALL ~ cis ~ ~
3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO ~ 3. CONTRACTOR SHALL [MAINTAIN AND RE@~OVE BUILT UP SEDIMENT ON AN ELEVATION OF 6"ABOVE THE MA%IMUM TAILWATE DEPTH OR TO THE TOP TO PRdTECT EXISTING PIPE ~
FENCE AT PERIODIC INTERVALS OR AS DIRECTED I3Y INSPECTOR, dF THE BANK, WHICHEVER 15 LESS. _ . OR LESS THAT DRAIN 1Q ACRES ~ ~ ~
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE ~ , ~ 4. CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD RIP-RAP AND SOIL FOUNDATION. ~ . ~?•y ro ~ ~ ~ FLOW ~ ~ ~
a UPON APPROVAL FROM ENGINEER. . ~ PIPE INVERT r ~
`~.3 C , W f1,9
CJLERT aTLET T r. g~ sEDIMENT CLASS I RIB CLASS TRIP-RAP ARC FILTER DEVIL
0 6 RIP-RAP PP TE LJ STORAGE ETAIL SILT FENCE DETAIL
ZONE F[tTER GEE ~ C.9. ~ NOT TO SCALE - FILTER GEdTEXTILE
~ C..1 NOT TO SCALE C~ ~ c.9.1 ~o~r o scA~
MAXIMUM SEDIMENT DEPTH
~ (CLEAN OUT LEVEL}
Q
L
~I
~ EXISTING SLOPE CLASS B RIPRAP ~°_1°
41 4x4 OR METAL PAST
TE)P ELEV. OF STORMWATER
~ ~ ~ ` ~~a W ~ ~ ~ n as #5 OR ~7 ~ " CATCH BASIN
~ ~ ~ap~ ~ WASHED STONE i ~ 4x4 dR METAL PdST 112 x DST 1t2°x112"WIRE MESH TEPO~RRY SEEDING 5EAS0~) ~,~~~~~~4~idl~~~~
a > cQ ~ i #57 WASHED FALL LATE WINTER AND EARLY SPRING suMMER ®a ~ ~ l°~~~i ®e ~ i
~ 112"x112" WIRE MESH STONE SEEDING MIXTURE PATE (Iblacre) SEEDING MIXTURE RATE (Iblacrei SE.EDiNG MIXTURE RATE (Iblaere? ~ ~ °Q
tb FILTER FABRIC TO a CS'p NOTES: if BE KEYED INTO O Q #S7 WA 157 WASHED Rys {grart~l 120 Rye tgraktl '120 carman Mdtat 46 ~ s Q. ~
TOP dF SLOPE HEIGHT AND WIDTH DETERMINED BY VARIES STONE STONE tawsucdt.aspadezo tkobe ~ n SEEDING DATES in piedmont and coastal In the piarkrront cmd maunMlns, a smell ~
~ (3° MIN.} r~~Ct ~''y EXISTING TOPOGRAPHY AND RPP RR ADWALL ~ a SEDIMENT STORAGE REE~UIRED. ~Q ~o~a "i',F Mountains -Aug 15 tlsru Dee p4o~, Kareon in mramtams So stemmatl S~ndograss may ba substitaed Coastal play and piedmait -Aug 15 thru Dec 3a at a rate of 5a ibiacra. y ti~
~ ~ °n ~ 2 18" MIN. OF KEY RIP RAP INTO THE DAM ~ ~'19
q Q CLASS `B` RIP-RAP FOR STABILIZATIdN. SID1=VIEW Nd. 5 WASHED STONE 1' MIN. ~ ~qp 1 THICK x 3 HIGH 2' MAX. + "11 i SOIL AMENDMENTS unit c~u~Leapadeza why duration of tempar~xy SEEDING DATES ~~1~~I~~~~ ~ tt~e~N~~~~ ` ' ~ , Follow sod teats or apply 2,Do4 d~lnaro Ground aovar is not to ex$end beyond Jima. Mountains - Mn1' ~ tnru Aug 15 F P I t ~ ~ ~
SMdOTH FOUNDATION C~CJa DO NOT PUCE CHECK DAMS IN ~ ~ ~ ~ UNDER FILTER FABRIC ~ aoQa L[VE STREAMB. ~ ~ ~ ~ ~ ~ ~A' V\ \ ~ ~ ~ pgriculturat Lir~tons and 1,a4D Ibfacre SEEDING DATES p~~t - A9ay 1 tlmu Aug 15 f i I [ is-16-1D fertil¢er. Coastal plain -Apr Ur thru Aug 15
~ ~ 7,2In dly fi\~ , ~ , t~antairas -Above z,soa n: Feb 1s thra atay,s s01L AMENDMENTS DESIGNED ~Y;
V ~ ~ p p MIN. s, ~ I MULCii Selnw 2,50a fk Feb 1 tnru May 1 ~ Apply 4,aaa 1blaGra straw. Anchor straw by Piedmont -elan 1 thru Maq t Follow raGammandotions of soil tests ar apply
~ fla~ a ~ W OQ Dp EXISTING SLOPE tackktg witn aepn~t, netting, or a multi CoatrdPlain -Dec 1 tnru Apr ~ 2,t1ap Iblaars Ground Agric~turolLimestone
J O a ~ ~ aE Ct anGnnring tool. A disk witty t>lodes eat nearly 5C3[~ gMENDMENTS and 750 Ib/aa~a 14-10-10 #erG'Izer DRAWN SY; straight can be used as a mush anchoring MULCH DRS • ~
~ So ~ c . tool. Fnpnw rsaommandatwn of sodtester ~ apply 2,440 Nacre Ground Agric~turdLknastor~a Apply 4,~a Inlarxe straw.Ancnor straw try
Q ~ Quo o~ m z VAR[ES ~ ~ ~ hAINTENANCE ~ 750 dr/txre tD-1a-tD f~tdzer tacking with asphalt, raettmg, or a mulch CHECKED SY:
Repair and fza damaged areas immediately. anchoring tool. A ask with Glades set nearly ~S' Toptksss with 50 dsiocra of rstrogen in Mash. IF MULCH straight can be used as a mdcn anchoring
necessary fo ex#and temporary aove~ t~yond Apply 4,444 Iblaors strnw. Anchor sErow by tool. Jcste 15, ovarsaed with 50 IblaGre Naha t~iadmont tacking with asphalt, netting, w a mulch MAINTENANCE -
//i~ //i. rA KEYED RIP RAP and Coostalpla~) or Korean tMomtossal laspadeza tmcnoring tool A disk with blades sat rrear{y
0 ~ ~ late Fatuuary ar early Marlin. s#rtught can bs used os a mulch anchoring RefartNza i# growth is not fully adequate. Reseed, toot. refertdza and mulch ittunadwtely fapowing DATE;
~ U ~ ~ NOTES: haAINTENANCE eroaior, or ether damage. ~~L~'
~ > #5 OR #'S7 WASHED STONE pt Lq ~5 1. DRIVE POSTS INTO THE GRdUND TO A DEPTH OI Td A DEPTH DF 1.5' Ref~tdize if graw#h is not Fully adequate. Reseed, 5~;
~ ~ ~ O ~ 2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GA ~ I\ ~ AIdD SHALL HAVE MESH OPENINGS. BURY FA IE CLOTH t23 GAUGE MIN.) refertilze amd mulch immediately #otowing
~ t~ U AND EXTEND TO THE TOP dF THE POSTS. IINGS. BURY FABRIC 1' erosion or other dama~. Pd5T5.
~ C'~ ~ FRONT VIEW 3. SEDIMENT CONTROL STONE SHALL BE #57 STON ILL BE #S7 STONE. HEIGHT
Zit ~ SANK STABILIZATION ®ETAIL OF STONE AT WIRE MESH SHALL BE 12 [NE:HES. ~ , ~ r, ~ q . , r 4. FASTEN FABRIC SECURELY AT THE CORNER PO; . BE 12 INCHES. E CdRNER POSTS.
cl- I 1 11 SHEET
ROCK CHECK D DETAIL
NOT TO SCALE INLET PROTEST a 1Q 'OTECTON DETAIL 1 TEMPORARY SEEDING SCHEDULE
a 4 C.9.1 NOT TO SCALE kLE C.9.1 NOT TO SCALE
C'3oc~~

~ NEWLY EXCAVATED BASIN, EXCAVATE 1.5' BELOW EXIST. DITCH GRADE SEDIMENT TRAP BOTTOM DIMENSIONS 24' x 3', SIDE SLOPES 1,5:1,
Q ORIGINAL DITCH BOTTOM GRADE LEVEL STONE APRON VOLUME 264 FTC
5.D' S,0' LONG, 1D.G' WIDE 15'
SEDIMENT POOL EL. _ WEIR ELEV. CLASS'B' EROSION CONTROL STONE FILTER FABRIC
1.U' MIN. {
NATURAL GROUND 21 VIIN,
3:1 4,Q 7.5 EL. 59.12 p 3:1
,J SET SEDIMENT Z
CLEANOUT STAKE , . C~
1.0' M1N.
4. 24.® 5` DEPTH 1.5.1 SIDE SLOPE W
SEDIMENT o
E"ILTER FABRIC STORAGE CLASS `B` EROSION CONTROL STONE
~,D' NATURAL GROUND CRASS SECTION STONE SECTION
PROFILE VIEW OF ROADSIDE DITCH) AS SEEN LOOKING DOWN TREAM f S )
ROCK CHECK DAM TST - TEMPORARY SEDIME T TRAP DETAIL
TYPICAL FOR ROADSIDE DITCHES
NOT TO SCALE
NOTES:
1. CHECK BASIN AFTER EVERY RAINFALL VNHICf1 CAUSES FLOW IN ROADSIDE DITCH. 2. REPLACE STONES WHICH ARE DISLODGED.
3. REPAIR ERODED ABUTMENTS WITH STONE,
4. WHEN BASIN IS ~ FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL I3Y
~ 2` SPREADING AND SEEDING OR INCORPORATING INTO BACKFILLING OPERATIONS, a 5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL
SEDIMENT STORAGE DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTEON w
ACT. ~ Y 6. PAYMENT SHALL BE fNGLUDED IN THE UNIT BID PRIDE FOR OTHER ITEMS C( ~ -
z ~ z UNLESS SPECIFICLY REQUESTED BY THE ENGINEER. SEE BASIS OF PAYMENT FOR ~ O m PAYMENT TERMS. u~ ~ ~ ~
a ~ tt
O 0 O as ~ ~ r,; .
X X X w u~ ~
TEMPORARY SEDIET TRAP ~
F R RaAD~IDE DITCHES DETAIL ~ aM~~~
w
C.9.2 N®~ T~ SCALE ~ ° ~ -f _ ~
~
x
d
~ ~ ~
~ ~ ~
~ ~
~
~
F-
~
~ ~ ~ ~
~
~ C3
~ ~ t~ ~
~ ~w
~ ~
r- ~
s; o~
t~ ~
~ ~
ua ~ ~
~ ~ ~ ~ ct~
L
w
a

n
~a
C
a~
~~~L,~~i~i9li~~f~~
~n i ~®®mffi®E 1/f
b ® ~ I ems ~ r
~ ~p0 m 9 ~
y., a~ ® o
v
~f~p~I11~ ~~9
i_
W DESIGNED BY; ASH
W
J y dRA~VN BY:
DRS-HGG
0 CHECKEt~ SY:
ASH
D'.l PRC~ECT NO.:
nl 2488 • D~
0 nA"CE:
~ ~ Jl~9~Y 2~
~ ~ ~ SCALE:
~ ~ ~
~ ~ 0 AS N01'ED
~ ~ C'la N
I~ b ~I
r i..
SHEET
N N
J©N
C~ Q) Cm9m2

~ NQMINAL" I-IJC K MI2° ALUM~IUM
~ ~ EQUIPMENT q P C COATED STEEL ISOLAT1pN MATEREAL
~ FRAMING CHANNEL RACK PANEL 3M PEEL-N-SEAL dR E~E~TRICAL SYMB~~ LEGEND
EQUIVALENT
TOGGLE SWITCH
BACK PANIC. pF GALV. STEEL PIPE DUPLEX RECEPTACLE Z
ELEGTRICAL EQUIPMENT PR~DVIDE SPLICE 1F LENGTH QF 'H OF ~
ALUM NEdPRENE ENCLOSURE EQUIPMENT RACK E)tCEID]S S ~ JUNCTION BOX
PANEL WASHER GT STANDARD PANEL LEN FI.
NE©PRENE ~ WELD PANELS TO P AStIER ~ PAI~L.S TO PLATE ~ SAFETY DISCONNECT SWITCH ,
STAINLESS ° AND Tp EACH OTiiE 3/i6 AL M TO EACH OTHER.
ST®.. HEX HEAD WELD SHALL BE CQ 3i8 STAINLESS STEEL EQUIPMENT RACK SHALL BE CONT~iU0U5. C R ENCLOSED CIRCUIT BREAKER
°GALV.STEEL °U°BpLT, BdLT AND NUT ~ HEX HEAD BpLT AND PANELS
NUTS; AND WASHED pR NUT GALV. STEEL. CpNDUIT CLAMP
BY FRAMING CHAi.. MFR. NEOARENE 10 MOTOR, WCI`H HORSEPOWER INDICATED
WASHER ALUMJI~lM CON~NdUQUS CE CONTit~lOUS
PANEL WELD B WE WaD Q FLOAT SWITCH
NEpPf
W l!4° ALUMINUM PI ASHI~ - GpNTiNUpUS FUL' ALU~INU~ PLATE ~NTINBlOUS FULL WIDTH WIRE AND CONDUIT ~15TALLED ABOVE GRADE
dF PANELS PANELS
DETAIL TYPICAL FAR WIRE AND CONDUIT INSTALLED BELOW: GRADE R
FASTEN ALUM PANEL TO REAR T'~' AND Mq'~OR IN~DING THERMOSTAT
HQRIZ4N A AMING PANET. ASS~IBL~S
dN APPROX. 3 1=T. CENTERS. ARRANi;E Td AYOID FF.REh~ t~P MOISTURE DETECTOR PROBE .
WITH EQUIPMENT ® MOTOR SPACE-HEATER m~
,.~,~,'M",N
a r, m n .
ITYP.3 LOCATIONS EACH PALE}
FL.E~TRI~AL ABBf~EVIATIDNS . a
ALUMI °C°
. CHA d.26° A AMPERES ~ ~ "
AF FUSE AMPERE RAT~IG
AFF ABOVE FINISHED FL011R
T SERVICE LIGHT 4'-d° AIC AMPS INTERRUPTING CURRENT
ARRANGE EQUIPMENT Tp MEET NEC DETAIL B P~ CAP tTYP.3 ATS AUTOMATIC TRANSFER SWITCH ~ .
~ - WdRKING CLEARANGE I~QUIREAfENTS I.I5' BFP BACKFLOW PREVENTER
AND FpR CpNNEN~'(' dPERATIdN AND MAINTENANCE ACCESS C CONDUIT w
CB CIRCUIT BREAKER z ~
1 ~
TYPICAL ° CTRICAL o ELE CKT CIRCUIT ~
~ EQU~MENT V P C COATED STEEL CP CONTROL PANEL ~ W ~ CU ~ . :
FRAMING CHANNEL a~ DI DUCTILE IRON ~
{TYP.OF ~ DETAIL A
I~° EX. EXIST~dG ~ ~ , © _i
TYP. ~ LOCAT1iXd.4 G EIdUPA~ENT GROUNDING CONDUCTOR ~ O
2 us 12° EACH ENCLpSURE GND GROUNDING CONDUCTOR ~ ~ 6 ~1
f tV 12° I`-6'
PROVIDE A 4° CONCRETE PAD UNDER GF GROUND FAULT CIRCt11T INTERRUPTER ~ ;-w v C~ ~ .
. F~V.GRADE . RAGK~ EXTEND PAD Tp I'-0° ~ITSIDE KAIC KILO_AMPERES INTERRUPTING CURRENT z k-
DF SHIELD EDGE AND PAST a 'e RAINSHIELD FAI3RIGATEt} . „O w tt~,~ KVA KILOVOLT-AMPERES
~ 3!16° ALIT ~ ~ ~ <C .
~ 12° DIA. CONCRETE ~ HELD ALL JOINTS. ~ ENCASEMENT ARID KW KILOWATTS ~ ~ .
' ~ _ 3° DIA. GALV. PIPE MCB MAIN CIRCI~T BREAKER ~ ~ .,I
dTYPJ s e MLO MA~1 LUGS ONLY ~ ' N..a _t
w z ~ ~C N NEUTRAL (GROUNDED CDNDUCTOR3 ~ ;U z -
R
NF NON-FUSED ~ ~
FRO T VIES P POLE
PH PHASE o
SE SERVICE ENTRANCE ~ v L~
SN SOLID NEUTRAL ~
, SS STAINLESS STEEL
STP SHIELDED TWISTED PAIR ~
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSI~R
~ i
~ TYPICAL EQ(~IP~ENT ~a~JNT(NG RACK aETAII~ .:o V VOLTS ~ .
e~.~ NpT TO SCALE VA VOLT-AMPERES
t~. ` ~ PROVIDE LC~O W WIREr WATTS
. ~ r~ ~ r' ~~~GTRIti~ _ ~
WP WEATHERPROOF
' I r' ~ `t! ~ STAINLESS .STEEL
~
o ~ HEX HEAD BDL:T
Q ; U
f ~ ~ ~ COVER
SKID RESISTANT ~ . ~ HEAVY DUTY WITH d TS MARKER TAPE PULL SLdT SURFACE 2 B L
~ (SUBJECT Tp dCCASldNAL
~ - NdN-DEL~ERATE HEAVY ~iEHICLE5) FIN. GRADE
N~:~: i, . ~y1ld9¢n tcsacy~
~ ' ~ ~•'~p
- GCidCRETE RING C FULL LENGTH
~ AROUND BpX _ a GASKET ELECTRICAL HAN[~1LE 4= q o Q ~ m
G. SPL~E CTYPiCALY FLEXIBLI~
I s%tr , Qi: ~ ~ ~ CAT~t ~t~..t1SIJ~ CABLES ~-~~r0
r ~ ~ :k~... P Y N T ~ x FURNISHED `~~e~~~ '~~~~a¢~~,.r '~t, WITH I~R
,o.R~.; , dL MER CO CRE E 4' 5EALiNG FITTING p~q y - ht EpUIE?MEN 1a Eq~rFa9~i6~~~~
~`i BpX AND COVER U . EARTH . 4TYPlCAL?
BAGKF~.L CdMPACTED EARTH PROPER ~r51G~IF1~ 61": SUPPO~k'I' AND WEL
b::: > N CO DUIT "11.1° : ' t2' 12' TYPICAL !NIKE ANd • : • o ~ o FRO(vR ~tA~dAGE~ENT:
. . 1=t1E1. TANK CpNDUIT, DilANT1TY . ~ PUMP
- s• ~ 3Q0© PSI ° . ~ wag t~NCRETE AND SIZE AS INDICATED ° p ' " ~ CONTROL ©~A~'N ~Y . W~L PANEL
U . iCCNSiRtDCT PAD BASED t~'C)N [t>I<9EPI51UNS {lN PLANS AND RISERS a ~~pp ~ I 0~ DF E ACTI9ALLY IlSEDI ~ m~ ~ ~ GHI=CKE~ BY
, _ P CHAMFER , ~ in ~ WET ~ 'VilEl. • ' ti z
~a 3pDA PSI ~ 13f9LT E4MFA81' TO PAD AS ®BY EQUfl~NT MFR. CONCRETE • ~ FLOAT SWITCH TELL I'>v©JECi` NO
FBI, t~dADE ~ 248.-~~f
}i " GRAVEL pR q' 3° (TYP.} ' RiSEiil S (SEE
t~ CRUSHED p . ::;U ~ .f•.: ; ROCK ~y~ ply DAIS: a , ' ~ . ~ a ~ PIMP P,~TOR JIJIY 31, 2~~i9
C1Rd~T5 (SEE R~£Rl
l~~ ~ EACtI WAY 3' 7.5~ 3° 7.5' '3~ ~ aCf1~E
iz° a~r,F~u~ A~ NOT~.~
`3 Q i 8•
" "1~,,.: . ~ G.IAPilf1l~fll E" C1GTA11 ~ /~1 . _ . -
UENEHA I UR F AU UE I AIL
C.. Ell NOT TO SCALE K4 TYPICAL DUCT AL DUCT BAIT SECTION r5*'~ HANDHOLE DETAIL AT WET WELL
` ......y. Ell NOT TO SCALE mt
o~a€ Ell NOT TO SCALE Ell NOT TO SCALE

b
~ 13`-ti' r
G I ~'J-©W t t-DE CO
~ ALARM LIGHT
ALARM HORN
SERVICE LIOliT SERVICE LII~hIT
Z
~lRR1G TRE9l~li U tl~ : .
~
~O=u~ C3 ia,1 N W , ` 4G
GFCI TYPE DUPLEX Vf RECEPTACLE WIt~ U
ANN USE' COVER v ~ v
9~AIN C3li~.I ~ tt v) a
TUSS QISCONNECT ? . r~ ° SNITCH ~ '~1'
u, AT5 PANEL AUTO ~ N LPI DIALER ~ # CD U t O
TOGGi.E S'XITCH FOR ~ W 3 ~ ? ~
PAID. SERVICE UGHTS ~ p iv r~
WlWP COVER ~ CA8INIET~ ~ ' ~ ~ i
t~ TEL. TELEPHONE MACK ~ ~ ~ ~ ~ I 1 tv
LSE f9f FOR AUTODIALER & ~
tl! FOR TEL~'HONE LINE MANAGER ~ BOlG i~ANAGER ~ Q„ ~ "`r' .
TERGl~IATION ~ GFCITYPE DUPLEX ~ TELEPHONE c~v ~
ENCLOSURE REC®PTACLE W/WP wiz W CC LINE
'A! USE' COVER ~I~,U m~t~ m~h- . ~ ~ MANAGER ~ ~
U tx ®rn F
~~-v Ww ,.„ixh- y`!+r. ~
m ~ mina _.11 J ~ ~ e.
x z x~° s ~ W a 4 N .-a - m x u
~ ~ ~ ~ AUTQ DIALER ~
WT ~P WT MP
? ~ ? ? A i•
iO 10 ~
~~a
~ z ra.~ ~ ~ o ~ iVOTE. EQUIPMENT SIZi*S SHOWN ARE BASEL} UPON ~ tie.. ..5~ (1' ~ a?~ ~t~ Wf.C ~ ~ _ r_ N
EQUIPMENT USED AS BASIS OF DESIGN. IP EQUIPMENT .a ~ Q ° o Wa v ~a a a wa ~a c~Ha ~ a us-~ ~ aJ _ ~Q ~ ? ~ ~a ~Q as Q ~r~a W
Q°- ~ ~ ~ ~ ~ ~ Q L 6 P ~ E N L ~ Y ~ ~ T ACTUALLY USED DIFFERS iN SIZE FROG THAT SHOWN
AD~IUST MOUNTING RACK DIMENSIONS AS REQUIRED, c~
~•~ID, SCALE: 3i4° = 1` - 0° Ci C'3 ~ at d
ic4 p ~ LL ~ ~ ~ ~ ~ ,
'AREA LIGHT: G.E. CATALOG NO, Z', ~ {I
M2AR155iH2LMS41WfPE SWITCH Q,~~ E
OR EOU6~L ~ SERVICE LIGHT: LITHONIA ~ QMW
1112, CDNQUIT 2 32 12O GEBIOIS Oft EDUAL ~ ~ ~ ~
25' TREATED, ~.G ~.2. NQT TO SCALE ~ Lt1 ~ O
CLASS 5 ~A, 98DY/277V, 3PH, 9W WDOQ POLE SERVICE DROP BY WIRING TROUGH,
UTILITY COMPANY 6' X 6' X 59°, NEMA 9X
1112' TD 3!9° REDUt~NG BUSHING AUTOMATIC TRANSFER SWITCH IOA, 3P, ALARM HORN
PROVIDE GUY STRAND WITH S' LONG 980Y127TV, NE~dA 9X ~
YELLOW GUY .GUARD ANQ SCREW ALARM LIGHT z~a.
AP~HOR IF' REf~JIRFA TO STABILIZE POLE. ~ ~~J
310, I~G- MA~) DISCONNECT 9~9, I*8G-1.25'G 319'C
SWITCH IOOA, 7DAF, 3P, TELEP NE 9~9-1.25'C 5N, 60OV, NEhtA 9X, STANDBY I~ESEL ENr~NE w ~ ~ ~ ~ ~ GENERATOR SET,4DK~, 4 ~ ti ~
SERVit~ EDUIPMENT MOUNTING SUITABLE FOR USE A5 a RACK. 5EE DETAIL 48DYf277V. ~ ~ ~
V SERVICE EDU~ANT ~ - I/E.1.1 W' ~~L
2 WIRIP~ TROUGH Q GF, ~
Z$!Z, I~t2G-319"C ~ TVSS ~#6' DUPLEX
I EMPTY CONDUIT I WIT l~BG-I'G AUTO CONTROL PANEL ~ ©I~ ~ ~
NTEGA RECEPT. (INSTALL TO' TDP DISCONNECT MAIN 10°19-319'C DIAL DF POLE ONLY IF CSC. N E PANEL t5EGNAL} TOGGLE SWITCH BATTERY CHARGI ~ ~ ~ ~ BATTERY CHARGER 70A W ~
SERVICE IS OVERHEAD} METER BASE SWITCH LP WP C
239-112`G PROVIDE TELEPHONE A3 4~6 tSiGNALI JACICET HE JACKET HEATER ~ ; _ ~ ~ ~ ~ U
CONNECTOR COMPATOBLE 166- PUMP CONTROL WITH kUTO DIALER ELECTRICAL HANDHDLE:
P C LP-6 PANEL LP-9 F, 13'W X 29'L X 24' D. TELEPHONE CO. ~ o W DUPLEX SEE DETAILS 21EJ~ & 51E~.1 GF ~ ~j p~;
DEMARC BDX RECEPT. CONCRETE PAD. ~
0 '8G- TELEPHD , SEE PAD DETAIL ~ , ~ ~
C ~ vs INTI~SYSTEM BDNDiaiG 319'C LINE 2 C CJa : 29 PAN. ~~lO-2'C. PROVEtE TElNAT10N ENCLD~A?E MANAGER CDNQUIT ENTERING
~ ALL CDNDINT CONCRETE ENCASEMENT. WET WELL SHALL BE
~ PVC CDATEQ METAL W: ~ "
r ~ I~--
~ FLEXIBLE CABLES ~ ~(1BlE CABLES FURh~SHED
~ ~ PRDVIQE CONCRETE ENCASEMENT ~ ~ - WITH EOU~IENT. PI; 'H EDU~IENT. PROVIDE
LPI-2 ~ - PROPER SUPPORT I MANAGEMENT, DPER SUPPORT AND NAGEMENT,
~ PROVIDE CONCRETE
• ~ 314' SPARE CONDUIT. I I/2'C PROVIDE CONCRE' UJ INSTALL TO 2' BEYOND 3~ID tPDWER} ENCASEMENT ENCASEMENT
~ °I ( NTR } ~1 , . 2' EMPTY COI+EIUIT EDGE OF PAD ANQ GAP. 9 2 CD ° OL , ~ LP-3,5,7 SERVICE N T 5:
TD PROPERTY LINE TELEPHONE CABLE, 9 CONDI~TDR I~SG-319 C F "'~'M~--- EQUIPMENT I. ALL GR't~iNDING ELECTRODES SHOWN
~ IF TELEPHONE SERVICE 22 AWG COPPER, CATEGORY; 3, d CIRCUITS LPI-3,5,7 !PROVIDE IN rl IS UNDERGROUND SUITABLE FDR INSTALLATIOA IN GROUNQ ROD TO C~NERATOR CONCRETE F BELD~d THAT.: A13E :PRESENT AT:"BUILDING..
~ UINDERGROUP~? GONQUIT - fN PC, METAL WATER PIPE ~ ENCASEMENT} ~ - TO BACKFLOW F _ _ _ _ NfAIN BONCNNG DR STRUCTURE SERVEI? SHALL.:BE BOPIAED ~ - ~ - JUMPER, BUSI~ID TOGETHER TD FORM "THE GROUN131NG
~ tDi FORCE MAW IF 8#12-319' C. ~ 10 ~ ND WATER P~'E PREVENTER HEATER WI H F
fl !FLOAT 5 TC 4s9,1~BG-1.2S'C 1 AVAILABLE}, SEE FROM GENERATOR CIRCt~TS} #s4, I~BG-1.2S'C TO ATS NEUTRAL ELEGTR41?E SYSTEM. MAIN BOP~fING JUMPER,~B
QETAIL 4/E.2.1 iPROVIDE IN 3~i2-3~ 3~i2-3l4°C TO SUS 2. BELOW GRADE CONDUCTORS SHALL BE iFT DIRECT BURRO BARfW C{~PIcR: l~FiERE
~ CONCRETE SEWAGE LIFT AT5 (GEN ~ G NT PUMPS ~ EN ASE~E } START ATS EGENERATOR CONOIICTDRS EMERGE A6DVE GRADE, ea~e~`~rrr START c~culT 9~
THEY SHALL ':BE INSTALL1=d..IN 3/4` PIIC ' 9qa~~~~ '
~ ~ ~0 A AM SUPPLY-SIDE EQUIPMENT CONDUIT., o ~ /~r NEUTRAL a`!~$ C~F~B~~'`~~'~, ~•[~-3l4°C TD CONDUCTOR BONC}ING JUMPER, ~g ~ .
c NOT TD SCALE CONTROL PALL ~ ' -
c~
c~ ~6 IN 3I4' PVC CONI}UIT ~ 03~ 3
KEYED NOTES: METER ~ ~ ~Q • BASE , GROU~JD BAR: SQUARE O PK9GTA OR E001AL _ s,~~~
I; 1 COORQINATE TELEPHONE SERVICE WITH LDGAL TELEPHONE C41~4PANY.IF TELEPHONE E NON-METALLIC;;BO~ NOM II Y IN k 5 WITH HINGED; f{,~~~ ~~~~~C~S~''
~ SERUPCE LS UNDERGROUND, PROVIDE UNDERGROUND CONDUIT TD THE PROPERTY LINE COVER; HOFFMAI~, #Q=303013PCI WITH PANEL ~Q ~`O3OPI ~r,r~,s~~
~ ~ . II ~ AT A LOCATION DESIGNATED BY THE TELEPHONE CO. tF SERVICE I5 OVERHEAD PROVIDE ~ ' ` A. {I~ITEGRAI_ TRANS~'aIi~ER AND 13RAI~ICH CIRCUIT PAN L} }DVIDE °8 AND HINGE KIT OR EQUAL
E E~9PTY CDNQUIT RISER UP POLE AS SHOIMN< tai . 17 , DFCIChL~D E~Y.:
TRAI*CS~URMER. 7:5 KVA 4$t3-1201~40V SINGLE PHASE 2 PROVIDE LOAD SIDE LUGS UL APPROVED F~2 CONNECTION ~ TWO CONDUCTORS SERVICE ~ ~J~L
PER PHASE; TVSS CIRCIAT CONDUCTORS AID SERVICE FEEDER CONDUCTORS. • PRIMARY: =3OAP 2P, 48©V PRIR~ARY MCB
~ 3 3l9'C TO GENERATOR CONTROL PALL. Q CONDUCTORS ~b TELEPHONE SERVICE D~Ravr~ 3Y: ' GND. IN 3t4°'~FVC~ COI~€}UIT ~ ~ ~ . " ~ kN!?~
~ ~ s~ca~i~AR~: 4r~A, ~t~, z4oV SECONDARY MCB ~ ~8 GROUNDAJG ELECTRODE EGUfr~tu~"~T RACK CHEC«ED >3Y~
~ I~ L1f~TfNG.. SURFACE
AT LEAST 2O' OF REBAR CONDUC'COR'IN 3i4 ° PVC ~g PosPDR A l~'I<L CONDUIT GROUNDING p~0„~E~`T NO,.
- ~ ~ C I UIT OEVICE . BRAN N C RC PHASE LOADS DEVICE BRANCH CIRCUIT NOT LESS THAN I/~° DIA. ELECTROD4, NEAR BOTTOM OF FOOTING. HOWcVER E~ONf? , Z~B~-~'~
~ LOAD 1~IRE SIZE VA TRIP PpI.E CT A B MKT POLE TRIP VA WIRE SIZE I-OAQ MIN. 2` CONCRETE ENCASED Ta- GRDUt~ING DR1E;
4~ ` 4 . ELECTRQE}E. JULY 31, 20109" ~ ~ ~ ~ ~ : SYSTEM}~
" ' t ~ ~ AUTOD[ALI*R 3#12-112 C IOO 20 I I 270 2 l 20 ITO 3#i2-314 C AREA LIGHT
; L: ~ GEN R BATTERY CHARGER 312-314'C b25 20 I 3 1625 q I 20 I©OO 312-I/2`C GFI RECEPTACLE & LIGHT FOOTING OR FO~JNDATION ' • ` x8 SCALE::
Gd ~ 0` IN DIRECT CONTACT WITH EARTH ~ METAL UNDERGROUND A5 ~N~1E~ tCONNIWCT TO CONCRETE-ENCASEO WATER RIPE DIRECT
N ~ ~ GENERAT K T ~ - a 20 l ~ ~ ~ ~ OR JAC I~ NTR 3 12 314 C I$00 5 1900 I 2O 100 3 12 I/~ C ATS HEATER REBAR AT BOTTOM OF WET WELL) ~B CONTACT WITH EARTH
C ~ _ p FOR 10 FT. OR MORE
r GENERATOR RECEPTACLE ~ I~ ~!s r I$O I ~ IR[l ~ 1 ~n ~PeR~ nnni uin enn - ghhiPl 'fft t~F"(~t 4FW~Ft
5 s Q m BFP HEAT TRACE 3 12-3/4°C QO 20 1 500 10 1 20 SPARE IU' X 3/4' DIA. _ PIPE IF WATER PIPE IS NOT PRESENT. SHEET
Y, YY,
2670 1805 10,000 AMPS
U LOAD: 4.48 KVA,18.65A MIN. INTERRUPTING CAP. (RMS SYM. AMPS)
SERVICE GROUNDING AND BONDING DETAIL
.e ..1 NOT TO SCALE

1 A 1-dE rn~rn [7
~P . ~ 5i O _L7 V V 9
ALARM L1GHT~~
ALARM HORN
P~1MP STATIQN C~NTR4L PANEL
SERVICE LIB SERVICE LIGHT ,z
0
WIRING TROUGH ~
GFCI TYPE D~EX _.t ~ ~ ~ owt±l RECEPT CLE fNP Lll
° USE' COVER ~-t~ U
z ~ ca Q~Q s ~E'
- teA1N ~I.Lj[j- ~
D ~~2,~d7 CT ~a ~ t~ ~ TV55 AUTO ~ w SWCT'CH IXAt.ER W Z N ° ° ~ C? U U' ~
~ ATS PANEL ~ ~ ~ LPI TOG4~E SWITCH FOR ~ ~ a~
PULP CONTROL SERVICE LIGHTS ~ ~ ~ ~
- PANEL ~ ~ ~ !WP COVER o
C- TERM6NAL ~ , , ~ CABINET ~ ~ ~ c~
TELEPHONE BACK ~ TEL. tO FOR AUTODIALER 1~ ~
MANAGER t6 FOR TELEPHONE L9~E MANAGER ~
~HTERS1t5TE1+9 ~ I$Q~ID~lG W ~ " -
GFC1 TYPE I}IIE~.EY ~y RECEPTACLE W1WP ~ TELEPHQNE ~ ~
~::OSURE _ . , ....td=x ~.e~.. °I~l USE" ~ ER ...t6-C3 LINE
. . MANAGER _ _
LJ
~md J~t- ti.
~ ~ mCA et ~ ;a . ~ m ~7
X Z XZC1 ~ 1sl 4 ~ ~ tai ~ ~ ~
~ BOLT E4 TO AUTO DIALER U ~ ~
' PAD AS N~ o;, a:
RECOIy9MENl'D Blf ~T MP WT MP MAN311"ACTt~'tER F F ~
50 50 a n n
~ Z~ ~ ~ Ng ILA ~g \f,C~ F a ~ U
i~ ~ ~ z ~ NOTEa EQUIPMENT SIZES SH~w~ ARE BASED UPa'~ ~ ~ ~ ~
EQUIPMENT USED A5 BASIS 4F DESIGN. IF EQUIPMENT ~ ~ o. c~. ~ ~ ~ W Q ~ CJ fL ~ Q eC Islet` ~ Q E„D l-~ ~ Gy
M ~ 1 ~ ~ N U ! ~ E N T LAY 0 [J T ACTUALLY USED QIFI" ER5 IN SIZE FROM T(iAT sHa~N, Q _ ~ ~ e _ ~ ~ ~ ~ - 6 eu y\~ e`. rw~/~n ~t~y\ V 1 SyFr ~ ,-E~y ~I -
ADJUST MOUNTING RACK Q1MI:NSIONS AS REQU(REQ. ~ ~ = IY,1 Y' "A Lf. ~ xi ~ ~ «Lw d A.iY f.1. Uln I ln. ~ w ,
~ d 4 ~ ~ N it ~ fl 2 W _.l
~ W «.B ""1 © I.r. le. ~ d ~ ~ 4C
J ~
1~a,4 i1.1 C,9
AREA LIGHT: G.E. CATALdG NO. _ ~s~r.~ Z .Z
MZARISSIH2LMS4i WtPE SWITCH
OR EI~tAL SERVICE LIGHT: LITHOIdIA ~ pNW O~`U =
II/Z COND11lT 2 32 12O GEBIdIS OR EQUAL z P~JMP GaNTRGL OBE LINE DIAGRAM ~I~~
ZS' TREATEDr E.~. E°2.2 NOT TO SCALE = f ° _
CLASS 5 2dOAr 48QYf2TTVr 3FH, 4W WIR[NG TROUGH,
WdOI} POLE SERVICE DROP BY 6° X 6° X 54'r NEMA 4X UTILITY COMPANY oEo~I
llf2° TO 3f4' REDUCING BUSHING AUTOMATIC TRANSFER SWITCH 2OdAr 3P, ALARM HORN
PROVIDE t~lY STRAND WITH 8' LONG 48O'(!2'1TV, NEMA 4X q~
YELLOW GUY GUARD AND SCREW ALARM LIGHT ~~~?~z
ANCHOR ~'REQU~tED TO STAB~.iZE ROLE.
" 3~IOr 1~14G- MAIN D1SC{NJNICT 4°3Id,1~6G-2 C ~/4"C z STAidOBY r~EESEI ENGINE ~ 1xi1 tj!
SWITCH 2OdA, 2dOAFr 3P, T HONE : , SN, 6OOV, NEMA AX, TIN GENERATOR SET,IZSKW. ~
5 RVICE ~ 3/O 2 C EQUIPMENT MOUN G SUITABLE FOR USE AS ~ a RACK, SEE NAIL ~aoY~zT7v. ~ ~ ~ ~ ~ <C
SERVICE EQUIPMENT P= IlE.1.1
WIRING TROUGH 2 GFr ~ ~ ~ a
2'12r 1~12G-3I9'C WP Q ~~a
TVSS 3~2/O, DUPLEX I' EMPTY CONDUIT T~ I~TH I'6G-2'C AUTO RECEPT. coNTROL PANEL ~ a fl ~ ~
{INSTALL Td TOP DISC{HdN~CT MAIN fO~IQ-3f4'C (XAL BATTERY CHARGER
OF POLE {~tLY IF DISC. N E PANEL {SIGNAL) TOGGLE SWITCH BATTERY CHARGEI SERVICE IS dVERHEAD) ~dETER BASE SWITCH LP r ° Wp Lt.l ~ C :~.1 CL ~
2 14-IfZ C PROVIDE TELE~IONE JACKET HEAT JACKET MATER B Q ~
4~b, iSIGNAII CONI+ECTOR COMPATIBLE 1*6G- PUMP CONi'ROI.. KITH AUTO tNALER ELECTRICAL HANDHOLE:
I` C LP_G PANEL LP-`I F, 13'W X 24'L X 24' D. GI: 'U U ~ I~~Z
TELEPHONE CO. ~ NP DUPLEX S~ DETAq.S P,'E.E.I& 5fE3.1 DEMARC BOX RECEPT. CONCRETE PAD. H J
°v C ; ! ~4G- TELEPHO E . SEE PAD DETAIL ~ 3
Qy i ~ INTERSYSTE{~ 13OND1NG 3f4'C LINE 2 C 24 MIN. 9~1/d-2"C. PRdVIC~ T1NATlON ENCLOSUE~ I~ANA6ER 3lE.Id FUEL. 1~ © -
ALL CdNDUiT CONDUIT ENTERING ty. CONCRETE ENGASERdENT< WET WELL SHALL BE TANK W`.:~
i PVC COATED METAL t`+f
U 1s:1
~ ~ .,,I - - - - - - - - - - - - - ~ FLEXIBLE CABLES Ft :fIBLE CABLES FURNISHED
~'t ~ PROVIDE CONCRETE ENCASEMENT ~ - WITH EQUIFMENT.PRt V Ph *4G-3l4°C _ PR PER SUPPORT AI ! EQIiiF&tF~1T. PRt}VIDE -
L 2 ~ ~ - - - O - - MANAGEMENT, PER SUPPORT AND AGEMENT,
I~. _ CV ROVIDE COi~RETE ~ ~ ~ "
3A4'SPARE CONDI~T. I112'C PROVIDE CONCRETI ~ ~ ENCASEMENT NCA5ENIENT
J ~ INSTALL TO 2 BEYOND 3 3 {POWERI 912 {CONTROL), ~ 2' EMPTY CONDI~T - EDGE OF PAD AID CAP, LP-5,5.7 SERVICE NOTES:
TO PROPERTY UNE TELEPHONE CABLE:4 CONDUCTOR i#BG-I.ZS'C - - EQUIPMENT I. ALL GROUNDING ELECTRODES SHQ~N..:
~ W t - {PROVIDE ~V F g~ fF TELEPHONE SERVICE 22 A G COPPER, CATEGORY 3r GROUND ROD CIRCUITS LPI 3,5,7' - BELOW THAT ARE PRESENT AT:%BUILOING, ,
Q , IS UNDERGROUND SUITABLE FdR INSTALLATI{~1 IN ~ TO GENERATOR CONCRETE F ~ UNNDERGROUND CONDUIT - IN 1"G. METAL WATER PIPE W ENCASEMENT} F A, Q - TO SACKFLd ~ - 5O 5d MAIN 60NL}~dG OR STRI7CTURE SERI~ED,SHALL">~E BONDED JUMPER, GROUND TOGETHIrR, TO FQR@;~ TAE" GRCIfiNDING- "
~ {DI FORCE MAIN IF PREVENTER HEATER 8 12 31R C. F 4~3/0,1~6G 4~3/0,1~6G-2,5°C 2•- - BUS ELECTRODE SYSTEM:
~ NO WATER PIPE {FLOAT SWITCH T{ AVA~A9LE1. SEE FROM GENERATOR CIRCUITS} TO AT5 NEUTRAL MAIN BON(}ING JUMPER,~4
DETAIL 4/E.2.2 {PROVIDE IN 3~Y1-3/~ 3~Y1-3~9'C TC BUS 2. BELOW GRADE_,CONDUCTORS ~A~. BE .T ATS {GENERATOR QIRECT BUf~Eft_ 43ARE" COPPER '~Nf=RE
~ : CONCRETE SEWAGE LIFT ATS {GENE ~ ~ ENCASEMENT) PUt~'5 START C START CIRCUIT CONDUCTORS ~kEIRGE ABOUI= 13RA4E, s~~~iiare~1~~
t!11:::: t~ , THEY SHAI:~. BE INSTALLED IN 3/9' PVG `~a~`,`~~ ~q~~ ;
~ ~ A AM NEUTRAL SUPPLY-SIDE EQUIPMENT CONDUIT. ~~,~~/,y 414-3/4'C TO CONDUCTOR BONDING JUPER, ~4
~ ~ ~ NOT T ~ O SCALE CONTROL PANEL$~~,.~
fl 0 ~d~6 e ~q IN 3!A PVC CONDUIT ~ ~ ~ 3
; ~
KEYED NOTES: METER ~ ~ e. ~~n GROUND BAR, SQUARE D ~PK9GTA. OR EtlCtAl BASE * ° 4 ° "f;~C! ~GIN~E•
J3-. ~ . l COORDINATE TELEPHONE SERVICE WIl'H LOCAL TELEPHONE COMPANY. IF TELEPHtXdE NON-METALLIC -BOX NOM: I! ~ I! . ~ 5 WE7'H:" HINGED `r,~q~ 3t~
' > SERVICE 1S {~1DERGRCX.IND, PROVIDE I~IDERGR{H1ND CONDUIT TO THE PR~'ERTY LINE E COVERS.t~OPFMAN":~Q=3O5Ol5PCiWlTi•! P~P~L. ~Q 3030P1. ~ ~~~~~~~oaau~~'3~~"'
~ II II AT A LOCAT~N DESIGNATED BY THE TELEPHONE CD. 4F SERVICE 15 dVERHEAD PROVIDE ~ ` " ~ iINTEGRAL TRANSFORMER ANQ BRANCH CIRCUIT PANELI WIDE ANO HINGE"I~lT OR" EQUAL
~ EMPTY CONDUIT RISER UP POLE AS SHOWN. r;Ir~I~r~ED f;~r:
TRANSFORMERe 7.5 KVA 4$O 120/240V SINGLE PHASE O PROVIDE LOAD SIDE LUGS UL APPROVED FOR CONNECTION OF TWO CONDUCTORS SERVECE V+1E~L
~ PER PHASE; TVSS CIRCUIT CONDUCTORS AND SERVICE FEEDI=R CONDUCTORS. PRf~FARY: 3QA 2P X8011 PRIMARY MCB ENTRANCE $4 TELEPHONE SERVICE GI?~,~~~?J' 6Y~
3 3/4°C TO GENERATOR CONTROL PANEL. Q CONDUCTORS CND. IN 319' PVG CONDUIT I~IFL
n~n\\ ~ s~c~~RY~ ~~~;?~~;.~~ov sECONC~RY Mc~ a~~ - EQ?;1P'~EN"~ RACK `'HEG~ED B`r: ~4 G'ROUNDING" EI:ECTRDDE ~ SUPPORT
l ~ Mf~UNT1i~G: ,SURFACE CONDUCTOR 1N 3I4 `PVC 4 PwST tNOT A tel.
AT L!~AST 20' Off' REBAR CONDUIT G~~OU~DI~J6
BRANCH CIRCUIT DEVICE PHASE LOADS DEVICE BRANCH CIRCUIT NOT LESS THAN !/2" DIA. PE;~JEGrt X10,. NEAR BOTTOM OP FOOTING, EI.ECTRDDI; 248-i~1' Aa~IEVER" BpI+K1 ;
LOAD DIRE SIZE VA TRIP PALE CKT A B CKT POLE TRIP VA WIRE SIZE LOAD MIN. 2" CONCRETE E1~CASED TO ~Rt~OND~IG pA7E: ~ ~ ~ " "
~ ~ ELECTRODE JU1Y 31, 2(3G9 SYSTEM?":
C 4. AUTODIALER 312-V2"C 100 24 I I 270 I 2O 170 3~I2-314°C AREA LIGHT
~ ~ 2 L GEN`R BATTERY CHARGER # - ' 625 Zp I 1625 20 1400 3#IZ-1/2°C GF1 RECEPTACLE & LIGHT FOOTING OR F©t7NOATIVi® ~ SGALIr:
~ tr> 3 12 314 C 3 4 I z h °P IN DIRECT CONTACT WITH -EARTH METAL UNDERGROUND NOT"E~ {CONNECT TO CONCRETE-ENCASED -WATER PIPE !N DIRECT
°V ~ ~ - ~ 20 I ~ c~ ~ GENERATOR JACKET HTR 3 12 314 C 1840 5 1900 6 I 20 100 3 12 112 C ATS HEATER REBAR AT BOTTOM OF' WET WELL} CONTACT WITH EARTH
FOR !O FT. OR MORE
C ~ h C;F~iFI~flTf~l7 RFf'FP7®f`.I F ~~i~_~~~ r IAtI ~n 1 ~ iRn ~ ~ ~n «snt~~ r©niuan onn s- Rf1NIl T~ MF'TtI1 .SF.WFR
N It. .f/'f W u.v I .vv y E vs nssu.
Q p BFP HEAT TRACE 3#12-3/4'C 500 20 I 500 10 [ 20J SPARE 10' X 3!4" OIA. PIPE IF WATER PIPE I5 NOT PRESENT. FHtET
2670 1805 10,000 ALPS
LOAD: 4.48 KVA,18.65A
ca \ 5 MIN. INTERRUPTING CAP. (RMS SYM. AMPS) SERVICE GROUNDING AND BONDING DETAIL
.~@ NOT TO SCALE

m
U? k3`-©'
m r_ o e- ° a D ~F b ~4
~ ~ ALARM LIGHT
ALARM HORN
PUMP ST~TiON C4NTP4L PANE.
SERVE LIGI'IT SERVICE LIGHT
z
WBdING TROUGH a
D tsI r+i 1~
GFCI TYPE DUPLEX ~ ~ vt RECEPTACLE WIWP
~ ~ U "~+i USE' COVER er
MAIN ~ ~
TVSS DISCONNECT ~ . t~ ° SWITCH AUTO ~ Q ~ N ~ ~ ~
ATS PANEL DIALER ~ ~ ~ 0
LPI ~ PUMP CONTROL TOGGLE SNITCH FOR ~ ~
PANEL SERVICE LIGHTS Q
W1WP COVER ~ TERMINAL ~ ~ ~ ~ ~ CABINET
i~ Tp„ TELEPHONE MACK ~ ~ ~ ~ ~ ~ ~
tD FOR AUTODIALER & LIKE ~
INTERSYSTEM I+AGER ID FOR TELEPHQI~ L~1E MANA~R 13ONDNG ~ ~ ~
TERM~SATION GFCITYPE DUPLEIt ~ TELEPHONE na ~ ~
ENtILOSllRE RECEPTACLE WI!'~P t~i~s
.„~.t~W JFC7 °(hl USE` COVER ©p ~ ~ m ~ 1- MANAGER
~dL~ ~ ~ t) 1- ®Vi
~ LtlppQ m
m ~ ~~Q ~ ~ ~ZQ z n ~ c~ .-a
4 E~ at I W~~~„ cc z ~
~ ~ ~ 4. N AUTO DIALER i ~
MP WT MP y ~ -
F F F 11Li z ~ ~ ~ ~ 3
10 I© F F F i y ~ £A O
~ ~ z z ~ W~ ~0~ ~ ~ ~ m~J
NOTEc EQUIPMENT 5(ZES SI~O~N ARE BASED UPON ~ ~ ~ ~ a o EOUIPI~ENT USED AS BASIS OF DESIGN: IF EQUIPMENT U~ ~ ~ ~ a ~
N ~ N G R A ~ M A ACTUALLY USED DIFFERS IN SIZE FROM TRT SHOWN, ~ ~ ~ ~ ~ ~
~ e~ ~ ~ ~ ADJUST MOUNTING RACK DIMENSIONS AS REQUIRED. ~ ~ ~
~ W .dr
g W
W
AREA L~HTe G.E. CATALOG Nfl.
M2ARI5S1H2LMS41blIPE SNITCH
OR EQUAL
I If2' CONDUIT SERVICE LIGHT: LITHONIA • DMW 2 32 120 G1:BI~S OR EQUAL 2 PULP C~f~TRQ~ QN~ LANE DIAGRAM U ~
25` TREATED, ©d O E.2~3 NDT To scALE _ ~ z
CLASS 5 85A, 480Y1277V, 3PH, 4W MIRING TROUGH, ~
WOOD POLE SERVE DROP 6Y UTILITY COMPANY 6° X 6° X 54', NEMA 4X Z°°~
I112" TO 3/4' REDUCING BUSHING AUTOMATIC TRANSFER SWITCH TOA, 3P, ALARM }SRN '~~z
PROVIDE GUY STRAND WITH 8' LONG 48bYl2iTV, NEMA 4~ o~~ ~.w
YELLOW GUY GUARD AND SCREW ALARM LIGHT
ANCHOR IF REQUIRED TO STABILIZE POLE. ~
MAIN DISCONNECT 4#4 1~8G-G25°C 3~IO, I~IOG- 314'C STANDBY DIESEL ENGINE ~ 1 j ~ ...1 ~
TE EPHONE SWITCH IObA, TOAF, 3P, GENERATOR SET.4aK . W ~ ~ ~ ~
SE~VIGE 4~4-1.25`C SN, 6bOVf NEMA 4X, EQUIPMENT MOUNTING SUITABLE FOR USE AS o o RACK. SEE DETAIL 480Y12TTV.
SERVE EQUIPMENT Ifl.l~ ~
WIRING TRH GF,
2$~,1~12G-3/4"C WP TVSS `~S~G• O~"}W~ U ~ O
P EMPTY CONDUIT WITH 1~8G-I°C AUTO DUPLEX GONTR(~.. PANEL ~ o o d ~ ~
(INSTALL TO TOP ~EG~AL MAIN (014-314"C DIAL RECEPT" bF POLE ONLY IF D SCON ECT DISC. N E PANEL ~ A I TOGGLE SWITCH BATTERY CHARf~R ~ z~ U 'TERM GHARf~R BOA W W ~ p ~
METER BASE SNITCH LP SIGN L 91P SERVICE IS OVERHEAD) 2x14-I/2'C c
~ 4SIGNAL? PROVIDE TELEPHONE JACKET HEATER 9 6, CONNECTOR COMPATIBLE JACKET HEATER B ~ W ~ ~ U
I~6G- LP_B PUMP CONTROL WITH AUTO DIALER ELECTRICAL HANDHbLE: ~w
I' C PANEL LP-4 F, DUPLEX ~'W ~ 24°L X 24` D. GF ~'~U ~
TELEPHONE CO. ° ~ N RECEPT. 5EE I,~TAILS 2/E.I.I & 51E.1.1 DEMARC BOX ~ CONCRETE PAD. ~
~ ~ - TE PHO SEE PAD DETAIL ~ ~ ~ 3lE.I.1 ~ ~ ~
C en INTERSYSTEM BONDING 8G~ LE 2,C ~ 24" MIN. ~ TERRRNATION ENCLOSURE 3I4 C LII~ CONDUIT ENTER~IG FUEL ~ ~
~ ALL CONDUIT 4 IIO 2 C, PROVIDE MANAGER CONCRETE ENCASEMENT. WET WEIL SHALL BE TANK ~ Ir- ~
i PVC COATED METAL
~ s U W
i ~ - - - - - - - - - - - - i 3 FLEXIBLE CABLES FURL iLE GABLES FURNISt~D ~
~ PROVIDE CONCRETE ENCASEMENT k - WITH EQUIPMENT.PROYI Q ~ ~ ~6G-3l4`C - :aUIPMENT. PROVIDE
(~.3 us ~ LPI-2 ~ - ~ - PROPER SUPPORT AND R SUPPORT AND CEMENT.
I~ t - VIDE CONCRETE
~ ~ 3f4' SPARE GONgtlkT. I(/2"C PROVIDE CONCRETE W INSTALL TO 2' BEYOt~ 310 (POWER) ENCASEMENT ASEMENT
~ ~ L W 2 EMPTY CONDUIT - EDGE OF PAD ANq CAP. 4 k2-(CONTROL), i„ LP-35,7 5ERVICE N4TESe
~ TO PROPERTY LIPS TELEPHONE CABLE:4 CONDUCTOR I~BG 314 C F 'R'te- E4U~MENT I. ALL GROUNDING ELECTRODES SHOMN
~ IF TELEPHt~(E SERVICE 22 AWG COPPER, CATEGORY 3, ~ CIRCUITS LPI-3,5,'~ (PROVIDE kN ~ IS UNDIrRGROUNO SUITABLE FOR INSTALLATION 8J GROUND ROD TO GENERATOR CONCRETE F ~ - - - $ELaW THAT ARE PRESENT AT BUILa
U UNNDERGROUND CONDI~T - IN I°G. METAL WATER PIPE ENCASEMENTS F - TD BACKFLON _ IQ 10 _ _ _ _ ~kAIN B4h11?II~G DR STRUGTURIW S~tVED SHALL BE BANDED ~ - - - JUMPERp ~8 BUSUND TOGETHER TO FORM THE GROUN[NNG
~ t01 FORCE MAIN IF PREVENTER DATER 812 3f9 C. F ~ 6V0 WATER PIPE (FLOAT SWITCH ELECTRODE SYSTEM.
d AVAILABLE), SEE FROM GENERATOR C~CUITSI 4~4s 1~8G~-1.25°C TO :I~BG-1.25°C Ta ATS N£l1TRA1. MAIN BONDING JllMPER,~B
DETAIL 4fE.2,3 CPROVIDE 1N 3$12-314°C ~ SEWAGE LIFT 3$I2-314°G To BU5 2, BELaW GRAaE GONDUCTOliS SHALL BE
~y CONCRETE PUMPS ATS (~dERA ENCASEMENT) START CIR( ATS (GENERATOR DIRECT BURPED 6ARE COPPER. WHERE START GIRCUI CONDUCTORS EMERGE ABOVE GRAQE,
THEY SHALT. BE INSTAI:LED ~d 314' PVC *~~a:®se~raer~a,~
' ~ ELECTRC~L RCS f~ I ~ ~ NEUTRAL SUPPLY-SIDE EQU~'MENT CONDUIT. eye. ~~t C:~,~Q 4*14-3/4'C TO CONDUCTOR BONDING JUMPER, sg ,~a`',8~;,•'p•
C E.2.3 NOT TO SCALE CONTROL PANEL ~
S . ~ - -
IN 3!4° PVC GUNDUIT - ~ , f
. ~ KEYED NOTES: METER GROUNO BAR, SQUARE D ~PK9GTA 4R EQUAL ~ &e; BASE ~ v~;
~ I N ~ Q COQRDINATE TELEPHONE SERVICE WITH LOCAL TELEPHONE COMPANY. IF TELEPHO E NON-i~TALLIC ~4x NOM. II' x Ir ~ s' WITH HINGED ''.,~~~r~~~•~,;
SERVICE IS UNDERGROUND, PROVIDE UNDERGROUND CONDUIT TO THE PROPERTY LIME COVER, H4FFMAN ~4-303413PCI WITH PANEL ~Q-3434PI
C3 11 II AT A LOCATION DESIGNATED- BY THE TELEPH~IE CO, IF SERVICE IS OVERHEAD PROVE cO ~ ~ ~ i1NTEGRAL TRANSFORMER AND BRANCH CIRCUIT PANEL} DE ~B AND HINGE KIT OR EQUAL , '`'la~tAai4a~`` ,
~ EMPTY CONDUIT RISER ~ POLE AS SHOWN. I?E51GI~IED 6Y;
~ TRANSFORMER: 7.5 KVA 480-12O124DV SINGLE PRASE ~ ~ PROVIDE LOAD SIDE LUGS UL APPROVED FOR CONNEGTlON OF TwD CO(+K3UCTORS SERVICE ILL
s PER PHASE: TVSS CIRCUIT CONDUCTORS AND SERVICE FEEDER CONDUCTORS. t0 PRIMARY: 3OR, 2P, 48OV PRIMARY MCB ENTRANCE ~6 TELEPHONE SERVICE ~j~pyt~ BY:
~ 3!4°C TO GENERATOR CONTROL PANEL. CONDUCTORS CND, IN 311' PVC CONDUIT ~ ILL
~ SECONDARY: 40A,2P,24OV SECONDARY MCB ~B GROUNDING ELECTRODE EaU~'MENT RACK CHECKEp BY:
~ MOUNTING. SURFACE
AT LEAST 24' 4F REBAR CONDUCTOR !N 314 'PVC #B P~STORP~T A I~EL CONDUIT GRaUND1NG PROJI=GT' N4.:
4. BRANCH CIRCUIT DEVICE PHASE LOADS DEVICE BRANCH CIRCUIT r NOT LESS THAN 112' DIA. ELEGTRaDEi NEAR BOTTOM OF FOOTING, HOWEVER BAND
~ POL A B ~ LOAD SIRE SIZE VA TRIP E CKT CKT ROLE TRIP VA SIRE SIZE LOAD MIN. 2' e4NCRETE ENCASED Ta GRaut~?ING
G7 0 ELECTRODE ~UL~,
~ AUTODIALER ~ - 100 2O I I 270 ITO X12- 14°C A A I C 3 12 112 C ~ I 20 3 3 RE L GHT ~ ; t... SYSTEM) } Ii: ~~'.f ~ ..i.~. H' .~,i
~ ~ ~ ~ GEN'R BATTERY CHARGER 312-314"C 625 2O I ~ IF,25 4 I 2O IOOO 3~12-V2aG GFI RECEPTACLE & LIGHT FOOTING OR FOUNDATION ~B SCALE:
~ ~ r V !N DIRECT CONTACT WITH EARTH mr' METAL UNDERGROUND N~~i? (CONNECT T4 COR~RETE-ENCASED ~ ~y4-- WATER PIPE IN DIRECT
E # a ~ # m ~ ~ GENERATOR JACKET HTR 3 12 3/4 C 1800 20 5 1900 6 1 20 LOO 3 12 112 C ATS HEATER REBAR AT BOTTOM OF WET WELLS ~B CONTACT WITH EARTH
FOR 14 FT. 4R MORE
.C ~ GENFF2ATOR RFCFPTACI F ~$~~-~~d°r 18O Ott I ~ IRIS a I ~n CPdRC: r_oni~xin ©nn F30Nf? T© METAL SEWER
Vlllw% IY IiVY 10' X 3I4" DIA, PIPE IF WATER PIPE IS
\ v GV BFP HEAT TRACE 3#12-3/4°C 5aa 20 1 9 So0 10 1 20SPARE NOT PRESENT. SHEET
Y Qj
O O 26?a 1805
L O 14,000 AMPS O N U LOAD: 4.48 KVA,18.65A "i \ MIN. INTERRUPTING CAP. (RMS SYM. AMPS)
U~ 0' hj F~ 4 SERVICE GROUNDING AND BONDING DETAIL E.2.
.2. NOT TO SCALE
ls~

93 Q~
t~ 14'-D°
~ fi' 6'-6° 6'-6° 6'
~7 t1 ALARM LIGHT^.,y
g ALARM HORN
PUMP STATON CONTROL PANEL
SERVICE LIGFFf SERVICE LIGHT ~
z a
TROUGH
GFCI TYPE DUPLEX - ~ w
RECEPTACLE WfWP ~ - USE' COVER I' iC ~ c~
U
~.?3,l.[~ d' MAC ~ l~"S r
~ TVSS DISCONNECT AUTO ~ 5WITCH DIALER ~ v cs c~
ATS PANEL ~ az er c'v iv
LPI TOGGLE SWITCH FDR ~ ~ ~ ~ PUMP CONTROL SERVICE LIGHTS ~ ~ ca ~ ~ ~
PANEL W!'K%' COVER a a
~ ~ TERMINAL i r r ~AI3INET ~ ~ ~ ~
TELEPHONE JA{~K OG ~ ~ ~
LSE €O FOR AUTO~ALER & ~ MANAGER {9p FOR TELEPHONE LINE MANAt>~I? ~ ~ - - ~ ..}6 y,.1.~
~ITERSYSTEM ~ M Y
13OND~IG GFCI TYPE DUPLEJ{ W TERMINATION RECEPTACLE ~!'NP ~ TELEPI~NE ~ N
IwNCLOSURE 'pd USE"COVER WdLCI~ ~F~-U LINE
MANAGER F
~ U FiJ
~~1- .~f' h» ct "rL, _ c~ S 3~
A~C~ ~ m~Q ~ ~ X20 U ~ U ~ ~ ~ ~ ~
Q W~~ a m o
.1 ~ ^o ~ ~ ~ ~ AUTO DIALER c- U ~ m ~
PAD AS z ~ N a* z m .c
RECOMMEND} BY ~ PVT ~ F F I" ~ ¢ ~m~
MANUFACTURER 317 3Q ~ ~ ~ a ~
~ ~ ~ ~ ~ O~ ~ ~ CVO LL"~ \t~~ Z ~ m a J
~W ~ ~ ~ ~ ~ p it W e,$ ~ C3 LL Q ~ ~ ~ 3tt Q CC Q ~ ~ Q ~ Q ~
NQTE: EQUIPMENT SIZES SHOWN ARE BASED UPON M3 ° ° o EQUIPMENT USED AS BA565 OF DESIGN. IF EQUIPMENT ~ ~ a.
Y T AGTUALtY USED DIFFERS IN 51ZE FRAM THAT SH4WN~ ~ D ~ lG RACK QU1PI~ A ~ ~
ADJUST MOUNTING RACK D1MEN514N5 AS REQUIRED. ~ ~ ~ u. ~ c~ ~ o =r ~r ac ~ w ~ ~t~~ a
~ ~ = c~v ~ ~ o ~ o w ~ ~ ¢ ~
w a ~ ~ ~ ~ a
~ ~ w z
~ ~ c~
AREA LIGHT: G.E. CATALOG NQ, z ~
M2ARI5SIH2LMS91 W/PE SWITCH Q
OR EDUAL
I If2` COI~UIT .SERVICE LIGHT. LITI~NIA $ DMW 2 32 i20 GEBIOIS ~ EQUAL ~ PJMP CQNTRC}L ENE LINE DI~GRA~ U
25' TREATED, ~."~e~ E.2m4 NOT TO SCALE _ ° ~
CLASS 5 15QA, 480Yf27TV, 3PH, 4W W~21NG TROUGH,
WOOD POLE SERVICE DROP BY UTILITY COMPANY 6° X 6° I{ 54', NEMA 4X ~ ~ z `~+~z p~
I If2' TQ 3/A' REDUCING BUSHING AUTQMATIC TRANSFER z o ~ LLB
SWCiCH EaOA, 3P, ALARM NDRN PROVIDE GUY STRAND WITH B" LONG 48OY127TV, NEMA 4~{ ~u~
YELLOW GUY GUARD AND SCREW ALARM LIGHT
ANCHOR ~ REQUIRED TD STABILIZE POLE. W~o ~ ~ ~
MAIN DISCONNECT 4 If0,1 6G Z C 3f4°C STANDBY D1E5EL ENGINE ~ W ~ W ~ J
SWITCH 2OQA, ISQAf, 3P, GENERATt~ SET,9OK ,
SRVICE~dE 4~ifO-2'C SN, GOON, NEMA 4X, EQUIPMENT MOUNTING SUITABLE FQR USE AS a a RACK. SEE DETAIL 48OYl2TIV. ~ ~ ~ ~ ~ ~
SERVICE EQUIPMENT - IfE.l.l
MIRING TROUGH GF, ~
2*~,1"128-3f4°C 3xl Ia6G-I WP ~ ~~Q ~ J
' DUPLEX i' EMPTY CONDUIT WITH If2°G AUTO CONTROL PANEL ~ ~ ~ ~ ~
INTEGRAL M;~ ~ RECEPT. {INSTALL TD TOP DISCONNECT ID I~-3f4 C DIAL 'TERY CHARGER 15OA ~ ~ ~ ~ ~ ~
DF POLE ONLY IF DISC. N E PANEL {SIGNAL? TOGGLE SWITCH BATTERY CHARGER SERVICE IS OVERHEAD) METER BASE SWITCH LP ~~~-1f2,C WP C ~ 111i}Ld
{SIGNAL? PROVIDE TELEPHONE JACKET HEATER B JACKET HEATER ~ ~
q~6, CONNECTOR COMPATIBLE 1~6G- LP_G RUMP CONTROL WITH AUTQ DIALER ELECTRICAL HANI~IOLE:
I' C PANEL LP-4 c F® DUPLEX W ~ L K 24 D. GF ~ ~ U ~ ~ DL Z _
TELEPHONE CD. ~ ° W RECEPT. SEE DETAILS 2fE.l.l & 5fE.1.i DEMARC BOX J CONCRETE PAR. ~ 4~" ~
° sC,G_ 7ELEPHO E , 5EE PAO DETAIL Q ~
~ in INTERSYSTEM BONDING 2 C d' Z4' MIN. - , TERMINATlflN ENC~.OSURE 3f4°G LIE CONDUIT ENTERING 3tE.Ll ~ FUQ. W ~
~ ALL CONDUIT 4~If0 2 C. PROVIDE MANAGER TANK ~ ~
CONCRETE ENCASEMENT. WET WELL SHALL BE i PVC COATED METAL W
tD ~ W
i - - - - - - - - - - - - - - _ ii - - 3 FLE7{iBLE CABLES FORE' LE CABLES FURNISHED ~
~ PROVIDE CONCRETE ENGASEMENT 1 - - WITH EQUIPMENT. PROVII :OUIPMENT. PROVIDE
~6G-3f4'C PROPER 5UPPDRT AND ~ -..W...- - - - - - - - - - - MANAGEMENT. R 5UPPORT AND EMENT,
° PROVIDE CDNCRETE- VIDE CONCRETE
C7 ~3f4' SPARE CONDUIT. I If2 C ENCASEMENT ASEMENT
~ INSTALL TO 2' BEY~ID 3~5 {POWER) L a ~ LF'-3,5,T SERVICE NOTES:
~ Z EMPTY CQNDUIT - EDGE OF PAD AND CAP, 4 12 {CONTROL}, TO PROPERTY LINE - TELEPHONE CABLE; 4 CQNDUCTOR 1~8G-I°G{PROVIDE F E4UlPMENT I. ALL GROUNDING ELECTRODES SHORN
~ If TELEPHONE SERVICE 22 AWG COPPER, CATEGQRY 3, GROUND ROD I CIRCUITS LPi-3,5,7 IN CONCRETE ~ - - - BELONt THAT ARE PRESENT AT BUlLD1NG
® IS UNDERGROUND SUITABLE FQR INSTALLATION ~N ~ TO GENERATOR ENCASEMENT? F ~ , UNNDERGROUND CONDUIT - IN I°C. METAL WATER PIPE TD BACKFLDW F MAIN BONDING DR STRUCTURE SERVED SHALL BE BONDED - - JUMPER"*6 GROUND TOGETHER TO FORM THE GROUNDING
'.°J - ~ _ ~ 30 30 {pl Ft~?CE MAIN IF PREVENTER HEATER B 12 C. F 4~l/D, I~bG- 4~l/O, I~bG-2'C - - BU5 ELECTRODE SYSTEM.
~ ND WATER PIPE {FLOAT SWITCH TO i Q AVAILABLE). SEE FROM GENERATOR CIRCUITS} TO AT5 NEUTRAL MA~f BONQING JUMPER"*6
~ DETAIL 4fE.2.A {PROVIDE IN SEWAGE LIFT 3~l2-3f4"C 3~l2-3t4"C TO BUS 2. BELO'~ GRADE CONDUCTORS SHALL BE
~ CONCRETE PUMPS ATS {GENERA t~g- ENCASEMENT} START CIRt ATS {GENERATOR DIRECT BURIED BARE COPPER MERE START CIRCUIT CONDUCTORS 'EMERGE ABOVE GRADE" ~se~saaaaaa
THEY SHALL BE ~ISTALLED iN 3/4,PVG a®'`~~~ ~°~~aF
~ T A G ~1 A A SUPPLY-SLOE EQUIPMENT CONDUIT, x•94-3l4'C TD NEUTRAL BONDING JUMPER, ~fi ~
~ ~m~.'~ NOT TO SCALE Ct~dTROL PANEL CONDUCTOR a ' , ~ o'~ ~ .
~
Q G ~6 !N 3f4° PVC CONOIJIT ~ D g a/~.~g
~ KEYED NOTES: METER GROUND BAR,S~UARE D ~PK9GTA OR EQUAL BASE
~ I COORDINATE TELEPHONE SERVICE WITH LOCAL TELEPHONE CDMPANY.IF TELEPHONE NON-METALLIC BOX NOM. q' :X II" X S" WITH HINGED '',~{~~Qt,,..• °
~ SERVICE LS UINDERGRDLIND, PROVIDE UNDERGROUND CONDUIT TO THE PROPERTY LIES COVET, HOFFR9AN ~0-3034f3ACI WiTi~ PANS. ~Q-303t}P1 `'pop': ,eye+0°;
U It [i AT A LOCATION DESIGNATED BY THE TELEPf CO. IF SERVICE IS OVERHEAD PROVIDE DE #G AND HINGE KiT OR EQUAL psresaraaia
~ ~ (INTEGRAL TRANSFORMER ANO BE?A1~tCH CIRCUIT PANEL} EMPTY CtII~uIT RISER I,~ POLE AS SI~tWN. Cn DE~IGPIER BY:
~ TRANSF4RMERa 7.5 KVA 4$4-12D124DV SINGLE PHASE 2 PRQVII~ LQAD SIDE LUGS UL APf~OV'EQ FOR CDNNECTI{NN OF TWQ C{UCTORS SERVICE 4~L
~ Q PER PHASE; TVSS CIRf3.ifT CONDUCTORS ANI? 'SERVICE FEEDER CONDUCTORS. ENTRANCE ~6 TELEPHONE SERVICE DRAWN BY:
~ PRIMARY. 3OA° 2P, 48OV PRIMARY MGB ~ 3f4'C TO GENERATOR CONTROL PANEL. COI~UCTDRS CND, iN 3t4' PVC CONDUIT
~ SECONDARY: 4OA, 2P, 240V SECONDARY MCB ~6 GROUND~IG ELECTRODE EOUiPPiENT RACK CNECKEt? BY:
~ MOUNTING: SURFACE CONDUCTOR IN 3t9 "PVC ~E, POSIT 1N0T A ~ WEL
0 i,. AT LEAST 2O' OF REBAR CONDI.~T GROUf+K}ING NOT LE55 THAN 1t2" DIA. ELECTRODE, PI~OJEGT NO"
BRANCH CIRCUIT DEVICE PHASE LOADS DEVICE BRANCH CIRCUIT NEAR BOTTOM OF FOOTING, HOWEVER BOND
POLE A B ~ ~ LOAD WIRE SIZE VA TRIP CKT CST POLE TRIP VA IRE SIZE LOAD MIN. 2' CONCRETE ENCASED - TO GRf~1NDING DRTE:
~ Q ELECTRODE 5r5TEM1 ~uL~ ~ao~
~ AUTO4IALER ~ - " 104 24 f I 27O 4 170 312-314°C AREA LIGHT ~ ~ U 3 IZ 112 C 2 I 2 a ~
~ 4 ~ FOOTING OR FOUNDATEON ~6 BALI=:
~ GEI~'R BATTERY CHARGER 3$12-314'C 525 2O I 3 1525 4 I 2O 1004 312-112"C Girl RECEPTACLE & LIGHT 3 IN DIRECT CONTACT WITH EARTH METAL UNDERGROUNi3 A5 N0~~1 (CONNECT TO CONCRETE-ENCASED ~E, WATER PIPE IN DIRECT
~ N GENERATOR JAC ET HTR 3 12 314 C 1800 5 1940 5 I 24 I O 3 12 12 C ATS HE TE REBAR AT BOTTOM OF WET WELL) CONTACT WITH EARTH
. ~ FOR IO FT. OR MORE
~ f'_ChICDATflD t)Ct^CDTA(`[~' 7x~n_~~~an 3ftf1 ~l1 [ ~ 1Gl5 e t nn CDADC r_~anr rn~n ann ~ BOND TO METAL SEWER
rtrt„ 'r v4[+Lrn r vr5 I LF LY r pi4,L-3- J-le--jI.i I%JV p t 4 V if Ifs' k 3/4' QIA. PIPE IF WATER PIPE IS
BF'P HEAT TRACE 3#12-3/4"C 500 20 1 9 500 10 I 20 SPARE NOT PRESENT, SHEET
o O 2670 1805
10,000 AMPS Q) LOAD: 4.48 KVA,18.65A
MIN. INTERRUPTING CAP. (RCS SYM. AMPS) SERVICE GROUNDING AND BONDING DETAIL
Q~q~/ E.2e4 NOT T4 SCALE Es2 2
- - - - - -