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Farmington Oaks i n
Pump
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Abandonment
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BOARD OF COMMISSIONERS
4 CHAIRMAN - MICHAEL S. SCHRIVER
VICE CHAIRMAN - DAVID BUNN
N
COMMISSIONER - KELLI A. LONDON
FRANKLIN COUNTY COMMISSIONER - CEDRIC K. JONES, SR.
COMMISSIONER - JAMES M. SPEED (MARK)
* COMMISSIONER - HARRY L. FOY, JR.
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COMMISSIONER - DANNY L. PEARCE
E COUNTY MANAGER - KIM DENTON
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PUBLIC UTILITIES DIRECTOR - CHRIS DOHERTY
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N E COUNTY LOCATION MAP
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of NES
m RECORD DRAWINGS-JANUARY 2024
E THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED �o` N LKC Engineering,pllc
BY OTHERS. LKC ENGINEERING,PLLC SHALL NOT BE RESPONSIBLE FOR ANY ERRORS �••'•••••••
OR OMISSIONS WHICH MAY BE INCORPORATED AS A RESULT.THESE DRAWINGS SHALL `�FOF�SS~ Engineering 140 Aqua Shed Court
d NOT BE CONSIDERED CERTIFIED DOCUMENTS AS TO THE ORIGINAL DESIGN BUT ONLY = :Iz S _ Aberdeen,INC 28315
c AS TO THE RECORDED DRAWING CHANGES. _
i o f a Landscape Architecture 0:910.420.1437
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Surveying Ikcengineering.com
License No.P-1095
LKCFrCo-21.01 Farmington Oaks Pump Station Abandonment COVER.dwg: Layout=COVER SHEET

REVISIONS
SYM. DESCRIPTION DATE 6Y una"nyi_
:6r
WS
CONSTRUCTION NOTES: LEGEND N _ a
_` r 2€
-x—x—x—x— EXISTING CHAINLINK FENCE
1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., — - - — EXISTING R/W OR PROPERTY BOUNDARY Q "
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL ------- NEW UTILITY EASEMENT
UNDERGROUND MAINS, CABLES, OR LINES BEFORE �� Z
NEW SANITARY SEWER AND MANHOLE NEW WATER MAIN
CONSTRUCTION BEGINS. ------- NEW UTILITY EASEMENT V ^ o
------- NEW TEMPORARY UTILITY EASEMENT
AIR RELEASE VALVE ,,; �'�4_ ° o v oo 0 o
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE ` \ 1 1 4- C9 of u N 7 0 CL
SEPARATION HALL BE MAINTAINED: 18 INCHES VERTICAL —2"FM— EXISTING FORCE MAIN M NEW GATE VALVE ��\ �• Z a)LJ o�m F
SEPARATION BETWEEN CROSSING OF SANITARY SEWER AND co i s 3 s z v,CD W o
STORM SEWERS, 18 INCHES VERTICAL SEPARATION BETWEEN o EXISTING SEWER CLEANOUT #NE NEW FIRE HYDRANT ASSEMBLY \^\ ,L, ro 01 o o Z
CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER M// \ �� rn
MAINS, OR 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY � EXISTING SANITARY SEWER AND MANHOLE NEW PLUG ? w¢ O a, v
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
NEW TEE ' "
ENTIRE LENGTH OF LINE LESS I THAN E10 HORIZONTAL NFEET FROM NEW 90'BEND \
PIPE WILL Y`YYYYI EXISTING WOODS LINE V 0 � Q
BE USED 10 FEET EITHER SIDE OF CROSSING AND ALONG �a\ �°
IWYWI NEW LIMIT OF CLEARING � - ��,A � � ��� W v
WATER MAINS. THE CONTRACTOR SHALL RECEIVE APPROVAL EXISTING BUILDING xH NEW 45°BEND
FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE flo h ;
MADE AT DUCTILE IRON PRICES. EXISTING ASPHALT ROAD/DRIVE PROJECT LOCATION v
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND EXISTING GRAVEL DRIVE z U
PROTECTING ALL EXISTING WATER SERVICE CONNECTIONS NEW TEMPORARY GJ
DURING CONSTRUCTION. ANY DAMAGE WHICH OCCURS AS A o
��CONSTRUCTION ENTRANCE v
RESULT OF THE CONSTRUCTION SHALL BE REPAIRED AT j \1 Q �
NO ADDITIONAL COST TO THE OWNER. IN THE EVENT OF A o00� DO NEW RIPRAP /
TEMPORARY SERVICE INTERRUPTION, THE CONTRACTOR / �� �� LE
SHALL IMMEDIATELY NOTIFY THE OWNER AND BEGIN REPAIRS. --- ------- EXISTING DRAINAGE CULVERT
4. ALL PIPING FOR WATER MAINS SHALL BE PRESSURE TESTED, 14" W— EXISTING WATER MAIN FARMINGTON OAKS PUMP STATION VICINITY MAP
GRAVITY LINES SHALL BE AIR TESTED, AND MANHOLES SHALL J
BE VACUUM TESTED, ALL IN ACCORDANCE WITH THE 2" G— EXISTING NATURAL GAS PIPELINE
DETAILED SPECIFICATIONS AND SPECIAL PROVISIONS. THE EXISTING DITCH/STREAM FLOWLINE
CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN FIRE H)D.
ADVANCE OF ALL SCHEDULED TESTING. -6 EXISTING FIRE HYDRANT Sheet List Table
5. ALL WORK PERFORMED WITHIN NORTH CAROLINA Wwv EXISTING WATER VALVE SHEET
DEPARTMENT OF TRANSPORTATION RIGHTS-OF-WAY SHALL BE
PERFORMED IN STRICT ACCORDANCE NTH THE NCDOT °� EXISTING WATER METER NUMBER SHEET TITLE
CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT LP -- COVER SHEET
TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. EXISTING LIGHT POLE PS.2 SHEET INDEX
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING °nPP
THE WORK AND ADHERING TO THE RIGHT-OF-WAY EXISTING POWER POLE PS.3 EXISITING SITE PLAN
ENCROACHMENT CONTRACT SPECIAL PROVISIONS. n,7P EXISTING TELEPHONE POLE PS.4 PROPOSED SITE PLAN & PROFILE
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING GUYWRE D.1 DETAILS & MISC.
c— EXISTING GUYWIRE D.2 DETAILS & MISC. °+
THE OWNER TO ACCURATELY DETERMINE THE LOCATION OF TEL. PED. ^_.
EXISTING WATER MAINS AND SEWER LINES WITHIN THE o EXISTING TELEPHONE PEDESTAL \
PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL EIP a
CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND O EXISTING IRON PIN
ONE
MAINS WHILE WORKING WITHIN THIS PROJECT. ANY DAMAGE R/W MON.
TO THE MAINS OR SERVICE LINES SHALL BE THE o EXISTING RIGHT-OF-WAY MONUMENT PROJECT LOCATION
RESPONSIBILITY OF THE CONTRACTOR. NAIL
� SURVEY TRAVERSE NAIL
7. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING BORE >
CULVERTS AND DRAINAGE STRUCTURES AS NECESSARY EXISTING BORE LOCATION
DURING THE CONSTRUCTION OF THE SEWER LINES. ANY F.O. MARKER EXISTING FIBER-OPTIC MARKER
DAMAGE TO THE CULVERTS SHALL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. UFO— EXISTING UNDERGROUND X
SPECIAL CIRCUMSTANCES (L FIBER OPTIC CABLE LLJE. UNREINFORCED CONCRETE PIPE) Q
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER -0-0-c==0-0- SILT FENCE AND OUTLET
IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY FARMINGTON OAKS PUMP STATION VICINITY MAP z
REIMBURSEMENT. TD 0 TD 10 TEMPORARY DIVERSION SWALE —
8. THE CONTRACTOR IS INSTRUCTED TO CONTROL >OOO x}{x}W ENKA MAT SLOPE/SWALE PROTECTION
LLJ
SEDIMENTATION RUNOFF BY METHODS APPROVED BY THE LLJ
ENGINEERS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT. THE CONTRACTOR IS REMINDED THAT ALL WORK ABBREVIATIONS, ACRONYMS, AND SYMBOLS N
SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE RULES
AND REGULATIONS OF EROSION AND SEDIMENT CONTROL AS & AND CIPP CURED IN PLACE PIPE EXIST. EXISTING K KILO,THOUSAND PE PLAIN END S.S. STAINLESS STEEL
PUBLISHED BY THE DEPARTMENT OF NC ENVIRONMENTAL QUALITY. q CENTERLINE CO CLEAN OUT EXP. EXPANSION KVA KILOVOLT-AMPERE PED. PEDESTAL SS SANITARY SEWER
® AT CAP. CAPACITY EXT. EXTENSION KW KILOWATT PLCS PLACES STA STATION
9. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS a DIAMETER CFM CUBIC FEET PER MINUTE F.F.E. FINISH FLOOR ELEVATION LF. LINEAR FEET PSF POUNDS PER SQUARE FOOT STD STANDARD
INDICATING THE ACTUAL AS-BUILT CONDITION OF THE G LESS THAN CHAM. CHAMFER FAB. FABRIC, FABRICATION LAB LABORATORY PSI POUNDS PER SQUARE INCH STL STEEL
PROJECT AT COMPLETION. AS-BUILTS WILL BE FURNISHED AT <= LESS THAN OR EQUAL TO CHAN. CHANNEL FIG. FIGURE LB./LBS. POUND/POUNDS PVC POLYVINYL CHLORIDE STRUCT. STRUCTURAL
OR PRIOR TO FINAL INSPECTION BY THE ENGINEER. AS-BUILTS = EQUAL(S) CHEM. CHEMICAL FL FLOWLINE MAS. MASONRY QTY. QUANTITY SUPT. SUPPORT
WILL BE REVIEWED BY THE ENGINEER'S REPRESENTATIVE PRIOR > GREATER THAN CLR. CLEAR FLEX. FLEXIBLE MATL MATERIAL R RADIUS SW SOUTHWEST
TO APPROVAL OF MONTHLY PROGRESS PAYMENTS. MARK-UP f PLUS OR MINUS, CO. COMPANY FLG FLANGE MAX. MAXIMUM RCP REINFORCED CONCRETE PIPE S.Y.P. SOUTHERN YELLOW PINE U
COPIES OF THE DRAWINGS INDICATING ALL DIMENSIONS AND
ELEVATIONS ARE ACCEPTABLE AS AS-BUILT DRAWINGS. APPROXIMATELY ZGS. COL COLUMN FM FORCE MAIN MCJ MASONRY CONTROL JOINT REBAR CONCRETE REINFORCING BAR T/ TOP OF Y
DEGREE CONC. CONCRETE FRP FIBERGLASS REINFORCED MECH. MECHANICAL RED. REDUC(ER)(ING) TCJ TEMPORARY CONSTRUCTION Q Z ~ >
10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING A.B. ANCHOR BOLT COND. CONDUIT PLASTIC MFR MANUFACTURER REF. REFERENCE JOINT O O Z I—
A.F.F. ABOVE FINISHED FLOOR FT. FOOT, FEET TEMP. TEMPORARY LLI
THE RELOCATION OF ANY POWER POLES OR OTHER EXISTING CONSTR. CONSTRUCTION MH MANHOLE REINF. REINFORC(E)(ED)(INc) Z
ABC AGGREGATE BASE COURSE FTG. FOOTING THK. THICKNESS Z � 2 �
UTILITIES WITH THE ELECTRICAL AND/OR TELEPHONE COMPANY CONT. CONTINUOUS MIL ONE THOUSANDTH REQ'D REQUIRED Q
AC. ACOUSTIC GA. GAUGE THRD. THREAD(ED)(S) O Z O
PRIOR TO THE BEGINNING CONSTRUCTION. COORD. COORDINATE MIN. MINIMUM RESTR. RESTRAIN(ED)(ING) ~ O O
ACT. ACTUAL CTRD CENTERED GAL. GALLON MJ MECHANICAL JOINT RJ RESTRAINED JOINT TOW TOP OF SLAB V N Q LL U
ADA AMERICANS WITH DISABILITIES D DIAMETER GALV. GALVANIZED MPH MILES PER HOUR RPM REVOLUTIONS PER MINUTE TOW TOP OF WALL Z
ACT OF (U.S.) D.I. DUCTILE IRON GFl GROUND FAULT INTERRUPT N NORTH S SOUTH,SEWER TYP. TYPICAL Z Z J
A ADDITIONAL AL D.I.P. DUCTILE IRON PIPE GV GATE VALVE N.C. NORTH CAROLINA SBR SEQUENCING BATCH REACTOR U.L. UNDERWRITERS LABORATORIES 5 m �
AFF ABOVE FINISH FLOOR D.O.T. DEPARTMENT OF H.D.G. HOT DIP GALVANIZE(D) N/A NOT APPLICABLE SCFM STANDARD CUBIC FEET PER UV ULTRAVIOLET 0- Q Q
AIR/VAC AIR RELEASE AND VACUUM TRANSPORTATION HDWR. HARDWARE MINUTE UON UNLESS OTHERWISE NOTED Q
RELIEF DIA. DIAMETER HEX HEXAGONAL NEMA MANUFACTURERS(ASSOCIATION SCH. SCHEDULE V. VOLT �
ALT ALTERNATE LL
ALUM. ALUMINUM DIM. DIMENSION HK HOOK NIC NOT IN CONTRACT SD STORM DRAIN VERT VERTICAL
AMP AMPERES DINGS DRAWINGS HORIZ. HORIZONTAL NO. NUMBER SDR STANDARD DIMENSION RATIO VFD VARIABLE FREQUENCY DRIVE
ANSI AMERICAN NATIONAL OWLS DOWELS HP HIGH POINT NOM. NOMINAL SEPT. SEPTEMBER WV WATER VALVE
STANDARDS INSTITUTE E EAST HR. HOUR NPT NATIONAL PIPE THREAD SF SQUARE FEET W WEST, WATER DATE:JANUARY,2024
ARCH. ARCHITECTURAL EA. EACH HT. HEIGHT N.T.S. NOT TO SCALE SHT. SHEET W/ WITH DESIGNED: APK
ASTM AMERICAN SOCIETY FOR EF EACH FACE HWL HIGH WATER LEVEL NW NORTHWEST SHWR SHOWER W/o WITHOUT DRAWN: DIN
TESTING AND MATERIALS EFFL EFFLUENT HYD. HYDRANT 0 OXYGEN SIM. SIMILAR WL WATER LEVEL
BF BLIND FLANGE EL ELEVATION HZ HERTZ O.C. ON CENTER SPA SPACE WWF WELDED WIRE FABRIC CHECKED: -
BFV BUTTERFLY VALVE EQ EQUALIZATION I.D. INSIDE DIAMETER O.D. OUTSIDE DIAMETER SPECS SPECIFICATIONS WWTP WASTEWATER TREATMENT NO.
BLDG BUILDING EQUIP. EQUIPMENT INV. INVERT OPNG OPENING so. SQUARE PLANT
BTUH BRI71SH THERMAL UNIT HOUR EW EACH WAY JT. JOINT OZ OUNCE SR STATE ROAD XFMR TRANSFORMER PS.2
C.I.P. CAST-IN-PLACE YH YARD HYDRANT
FrCo-21.01 Farmington Oaks Pump Station Abandonment INDEX.dwg: Layout=SHEET INDEX

REVISIONS
SYM. DESCRIPTION DATE 6Y 71
HOUSE
HOUSE 1-4
N ;v
o N d d al,
i
/
EIP Z
E /�_— �/ // It 7 O O
3 v s z v o v o
NOTES: R' SR III ) / / / / / / / / / ro o o z
3 1. THE CONTRACTOR MUST FIELD-VERIFY �99) �� \ \ �/ / / / / / / / / rn rn rn v°
LOCATION AND MATERIAL OF EXISTING \ \ \ )l h / / // / EXISTING MANHOLEGRA w Q O
° SITE PIPING.IPING.TY WER PRIOR TO ORDERING t' , \ \\\�� / \\ �` / // / / / / / // // // // // // // // cr J o Q YiD
a 2. THE CONTRACTOR SHALL REMOVE THE 0 I / / / / / / / / U
GENERATOR AND AUTOMATIC y� / WV \ / // / / LLIu
TRANSFER SWITCH AND DELIVER BOTH
TO THE FRANKLIN COUNTY
c WASTEWATER TREATMENT PLANTSTORAGE AREA: 109 LANE
6 ROAD, FRANKLINTON9NC 28575.RE _
3. SCADA POLE/ ANTENNA, SCADA l _ �0 / CO ` / / / // / qj i U
�C /. / \ I 240 // / // // N
BOXES, ELEC. BOXES, AND EXISTING / r-337—L� __ >
M FENCING SHALL BE REMOVED AND \ WM \ \ CARRINGTON / / / / / / / / / // / / v i
DELIVERED TO THE COUNTY IF SO \) I /// \ \ `l AVE / / / / 01 a
r DIRECTED. /I // // // W v
EXISTING MANHOLE
m EXISTING PUMP STATION COMPONENTS AND I I T-335�-i // RIM ELEV: 334.63'
W CHAIN LINK FENCE TO BE DEMOLISHED AND I / INV OUT: 321.21' \ —� � / / / / / / / / / __j
o DISPOSED OF.
-TEL. PED.-2
HOUSE
FLOWLINE / / /
TRANS. `�\ -- ( //////LPI
SANITARY SEWER /J EIP
!'
EXISTING ~� �� _ANTENNA POLE/
SANITARY SEWER CRANE PAD
RIP RAP r� HOT
E`o
CONCRETE WEl1NELL � o l / / WOODS
-RIM ELEV: 32750"
INV IN: 320.40'
/ ✓ // / /FLOWLINE
E °\O�o /° /// dry// / CONTROL / / / 7. 10 0 20
/ / / `/ / PANEL ACCESS HATCH \\ \ / SCALE® Z
o' CO / / I / / \ /t Z Q
/
PICKET FENCE -j / l
c / /1� / CHAINLI K FENCE a
`o d
Witt \/ \ \ / W
\°\o GENERA OR PAD ��\ /I / N O
II / I \ \ / // I EXISTING MANHOLE
I o TRANSFORMER PAD I /
I RIM ELEV., 319.82' V
4 HOUSE I l / , / / / I INV OUT: 311.50, Z J
/ I / / ICJ INV IN: 311.76'EIP O
220 VINYL FENCE I'll / It I / /
CARRINGTON X
E /ELEC. BOX / AVE W
o / / / / / ) /
N NOTES:
TEL. PED. /r/ ~I / DEMOTME LIMITS OF DEMOLITION AND EARTHWORK SHALL BE W
/ ® I 2.MI�D TO THE AREAS SHOWN N E ALL ELECTRICAL CAL SYSTEMS NTHEDEMOLIT10N AREA SHALL
EIP I BE REMOVED OR DISCONNECTED BY THE CONTRACTOR PRIOR TO
/ /�GQ / / // / /ry� / / / / / / / I / \ 3. CONTRACTOR SHALL DEMOLISH THE EXISTING PUMP STATION Z
/ / / / 1 COMPONENTS INCLUDING ALL ELECTRICAL AND MECHANICAL Y
8 AN / 4YSTETFMS. ALL DEBRIS MUST iE CONTRACTOR SHALL BE ELD MVERIFY THE D MENSIONS OF Z
m e OVED FROM THE SITE.
ELEC. BOX / / l l / / l d l / O O Z
J�p / / /dry rye/ �/ ryd/ rye/ ry� yry �ry / CONCRETE STRUCTURES PRIOR TO DEMOLISH
THE
E I BID. Z
c / 5. THE CONTRACTOR SHALL DEMOLISH THE EXISTING CONCRETE Z
a= 7EL. PED.-2
/ i / / / ^d / STRUCTURES SUCH THAT NO CONCRETE REMAINS A MINIMUM OF O Q Z O
LOW THE/�/ ETWO FEET BELEVATION MAYIN PLACE. THE DEMOLISHED U GRADE. CONCRETE WALLS N O U
/ l BELOW THIS EVATION MAY BE
// WOODS CONCRETE MAY BE COLLAPSED AND LEFT INSIDE THE �_ Z
on 6. BASTING AND USE OF DYNAMITE SHALL NOT BE ALLOWED. / d Q Z
o E //// \ /�/ / / / / / / / / %/ S COM7. PLETED MUST BE L REBAR THAT CUTFLUSH WITH EXPOSED THE REMAINING CONCRETE OLITION Q Q
LL
210 / l / l / l / � CONCRETE SUCH THAT NO STRAY BARS ARE STICKING OUT. THE LL
0 J \ \\\ CARRINGTON / / l / /AVE DREBAR EBRIS.WASTE MAY BE BURIED WITH THE OTHER CONCRETE
/ 8. WHEN BACKFILLING, PROPER CARE MUST BE TAKEN TO
LP
€N � \ \ / / ALLOW THE BACKFILL MATERIAL TO FILL ALL VOIDS AND SPACES. DATE:JANUARY,2024
4 1 / / PED.2 \\\ Jl // / l / / l l j / FINALRAINF PAYMENTLL, TO MOAY W BE DELAYED
ANY SINK TIL OL SFTE AA HEAVY PPEAR AND BE DESIGNED: APK
RI / ADDRESSED BY THE CONTRACTOR. DRAWN: DJN
E �\ l /' / I I I \�\ J / / / / l / l / 9. UPON ESTABLISHING FINAL GRADE, THE CONTRACTOR SHALL CHECKED: -
i RCPv J l CO I ' 1\\ l / l / TURF THE AREA IN ACCORDANCE WITH THE SPECIFICATIONS. NO.
I
"1ai �Up i� i I \ J PS.3
Mo-21.01 Farmington Oaks Pump Station Abandonment EXISTING SITE PLAN.dwg: Layout=EXISITING SITE PLAN

REVISIONS
DESCRIPTION DATE 6Y
I M °
° iN ZSA
I I N .
N r�0 450
\ d
jPROPOSED MANHOLE #2
1 RIM ELEV. 322.65' 220 O 1 Z i Q
I I io ^� E
m
0,STA 0+67.82 S-1 -
I I Z I I 110 Z cUNo^o cd
I I EIP °�°i° 3 v r Z'0'cmo a`) o
I RIPRAP PROPOSED MANHOLE #31 ro o o c v RIM ELEV. 328.26' I U O a
PROPOSED CLEARING & STA 1+48.32 S-1 1 0—
rn rnrn rn�
GRUBBING 1 36" RCP 0 w a v "
of J�Q YJ
1 1+00 O
EIP 1
>r
LLI
EIIP 1 I 3
WOODS 1 v
�
y�0 \\ EXISTING SS =0 x��. I 1 SR 199l v r
x
v
Q v
DOGHOUSE MANHOLE #4 0 pN Div, _ cu
RIM ELEV. 330.20' TEL. PED.2)1 d 0\�1Gj / C�.
STA 1+86.87 S-1 1 Inc NPR NOTES: LE v
EXISTING MANHOLE #1 1 I0 1. CONTRACTOR MAY REMOVE
RIM ELEV. 319.82' 1 I N FENCE AND TRANSFORMER
STA ELEV. 1 .82 I WOODS I I PAD PRIOR TO
r CONSTRUCTION. OWNER WILL 'j
r USE GENERATOR TO OPERATE
I STATION. CONTACT WAKE
ELECTRIC TO REMOVE
I TRANSFORMER.
1 I
1 2. EXISTING FORCE MAIN SHALL
1 BE CAPPED WITH AGROUT
240 �
I I PLUG AT THE RECEIVING
1 ` 15 0 30 MANHOLE AFTER PUMP
STATION HAS BEEN FULLY
15 °�° ABANDONED. RECEIVING
SCALE IN FEET MANHOLE LOCATED AT 742
I
HILL RD.
11
1 a\
l
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—.....;.........;.........;.........:.........;.........;.........;.........:.........;.........;.........;.............................; 306 : DATE: ANl1ARY 2024
:.........:...� Z ..........................................................................................;.........; ; DESIGNED: AG
,2 —.. ... ... ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: DRAWN: AG
...:.:..,0 ..:::::::::...:::::::...:::::::...::::::...:::::::...:::::::...:::::::...::::::...:::::::...:::::::...:::::::...::::::...:::::::......
:... .
.............. . .:: ':::: ':::: .:.:.:.:.;.:.:.:.:.;.:.......;.........;.........;.........;.........;.........;.........;.........;.........;.............: CHECKED: BBW
:...
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302 :::...:::::::.............:::::::...:::::::...:::::::......:.........:......:::::::...:::::::......:.........:......:::::::...:::::::......:.........:......:::: 302 No.
.............:.........:.........:.......................................................................................................................:. . ............................
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7-21.01 Proposed Site Plan and Profile MAIN.dwg

REVISIONS
SYM. DESCRIPTION DATE 6Y ,'•I3C-4
*, z;ai
N ;�t p yN �r•2'
WATER TIGHT MANHOLE 'yOti..........F
8 24 8 RING AND COVER Q
Q �av,nto E�
o atjmo�o $o
iT N� � I
X Z a,U"Im id
�� 3 �Nzv,�o v o
� �oorz
ro
rn� vrnrn rn�
o LU Q 0 i 1) u_
Q' YO-0 Y
p w Q
0 0
Ll i
o c
w n 6x6 W2.9xW2.9 SINGLE v
� MAT REINF. IN CENTER �
0 o THIRD OF WALL AND IN i u =
S" 24" g" WATER TIGHT MANHOLE o N TONGUE AND GROOVE y Q v
RING AND COVER v TAPERED = v i
LIFTING E
N HOLE W
w
o Of AS REQUIRED CONTRACTOR SHALL EXTERNALLY
> SEAL ALL RISER SECTIONS OF
1-1 MANHOLES WITH 6" WIDE J
3: CAST-IN-PLACE MASTIC WATERPROOFING TAPE
o X PLASTIC STEPS
I <
O RUBBER BOOT
o N W/ CLAMP
Ln cri
p N w
J 4" MIN.
i7 6x6 W2.9xW2.9 SINGLE Of 5"
MAT REINF. IN CENTER
c) 0 x THIRD OF WALL AND IN
p iv TONGUE AND GROOVE 0j 6"
v TAPERED d v� TYP. :•:::•�:• :>...:.:.•..
N n LIFTING \\ >.:;:;5.:::;:•>.:;:.:•:.::: ��i
a U)
o w �HOLE
0o a CONTRACTOR SHALL EXTERNALLY
AS REQUIRED
0 > SEAL ALL RISER SECTIONS OF \\�
\ J LES WITH 6" WIDE
3 CAST-IN-PLACE MASTIC WATERPROOFING TAPE 0 DO pop �o $ 0 °' 00� o0o0D O o o �\
PLASTIC STEPS
5" Q 5" RUBBER BOOT
0 1n W/ CLAMP SHAPED CONCRETE INVERT 6" MIN. SCREENED
N J 4" MIN. GRAVEL BASE U
SECTION A-A v1
0
0
GROUT-IN (NON-SHRINK)
TYPIl.• a>:;+1':'t:':::a..;:; PIPE Ra
0
$
.
Q i Q
MANHOLE WALL Q
0/0
SHAPED CONCRETE INVERT 6" MIN. SCREENED
GRAVEL BASE LA �_ I
U
PRECAST DOGHOUSE MANHOLEFLOW Y Z
(BUILT OVER EXISTING SANITARY SEWER) o o w
N.T.S z z
CAST-IN-PLACE Q O O O
PLASTIC STEPS I Z a LL Z
0
Q J
o NOTES: a Q z
U_ 1. FLOW SHALL BE MAINTAINED AT ALL Q Q
PIPE I TIMES DURING CONSTUCTION. L`
2. CONCRETE USED FOR BASE SLAB AND U`
PRE-CAST SECTIONS SHALL BE 4000
NOTE: 0' P.S.I. MIMIMUM.
MAKE REQUIRED FLOW DIRECTION 3. STONE BASE SHALL BE 6" MIMNIMUM. DATE:JANUARY,2024
CHANGES IN MANHOLE BY SMOOTH 4. EXISTING SANITARY SEWER MAIN SHALL DESIGNED: APK
TANGENTAL CURVE OF SHAPED BE SAW-CUT TO SPRING LINE AFTER DRAWN: DJN
MANHOLE INVERT. BASE CONCRETE IS PLACED AND SET. CHECKED:NO.
PLAN VIEW
D.1
FrCo-21.01 Farmington Oaks Pump Station Abandonment DETAILS 2.dwg: Layout=DETAILS& MISC.

REVISIONS
SYM. DESCRIPTION DATE 6Y
,
04
O .ai
N N 2i
SEEDING SCHEDULE } .. �r
GRASSING PLAN FOR STREETS AND UTILITY EASEMENTS: a
NOTE z
Q �v,n� E�
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE fl o m o $o
WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE (g o U N 0 0
CHECKED FOR ADEQUACY ON JULY 15.AN ADEQUATE COVER SHALL HAVE 50 SPRIGS V) J Z S-a, o m d
w 'IIII IIIIIIII
U
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. '•. i.. �'' ` - -n ar s z v ar o
::. .: Illuii
a $!
o: IIII _ ...4p..: = Yw 3 arm -oo vz
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) > c = S ro r
SPECIES RATE (LB./ACRE) F - o
�W LLj
MARCH 1 SEPT. 1 GERMAN MILLET 1201. ruq
- w
BACKFILL
_ Q TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) rnSPECIES wRATE O@,/ACRE1 : wSEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200 ^� �KOBE LESPEDEZA 120 > 12" MIN. INITIAL
PERMANENT SPRING SEED MIX �� SEE NOTE 1
SPECIES
( )
RATE (LB./ACRE) � _
MARCH 1 - JULY 1 COMMON BERMUDA 25
SERICEA LESPEDEZA 30 ---------------- HAUNCHING FOR wwM N
PERMANENT FALL SEED MIX w _-_-- --_-_- PVC PIPE: #67 am v
w SPRINGLINE _-_- -_-_- WASHED STONE 01 >Z
SPECIES RATE LB. ACRE) a o — -_-_ -_-= TO 6" ABOVE w W v
SEPT. 1 - NOV. 1 COMMON BERMUDA 30 N - - - - TOP OF PIPE
__c_O . IIII
SERICEA LESPEDEZA(UNSCARIFIED) 30
KOBE LESPEDEZA 10
SOIL AMENDMENTS HAUNCHING FOR D.I.P.: J
#67 WASHED STONE 6" #67 WASHED
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER TO SPRING 12" PIPE 12" STONE BEDDING
APPLY FERTILIZER (10-10-10)AT A RATE OF 1000 LB/ACRE MAX. WIDTH MAX.
APPLY LIME (GROUND AGRICULTURAL LIMESTONE)AT A RATE OF 4000 LB/ACRE•
APPLY SUPERPHOSPHATE (0-49-0)AT A RATE OF 200 LB/ACRE•
*REQUIRED FOR PERMANENT SEED MIX ONLY
MULCH GRAVITY SEWER MAIN TRENCH
APPLY 4,000 LB/ACRE GRAN STRAW OR EQUIVALENT COVER. N.T.S.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE NOTES:
OF 400 GAL./ACRE 1. INITIAL BACKFILL SHALL BE PLACED IN MAXIMUM 6" LOOSE LIFTS AND COMPACTED TO 90%
WATER MAXIMUM DENSITY. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS
MINIMUM OF 1'OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR OF FINAL BACKFILL IN 9" LOOSE LIFTS TO BE 85%MAXIMUM DENSITY. UNDER STRUCTURES
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED). AND PAVEMENTS, COMPACT FINAL BACKFILL IN 6" LOOSE LIFTS TO 90% MAXIMUM DENSITY
EXCEPT COMPACT TOP 12" OF SUBGRADE TO 95% MAXIMUM DENSITY.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
U
ca
J
Q
LU
vGROP�/i
/ so. CONSTRUCTION ENTRANCE NOTES:
U A. GRAVEL PAD TO BE 15'X 50' AND 6" THICK MINIMUM
to Z
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE Y
TRUCKS IS TO BE PROVIDED. Q Z Z
Z
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR 0 0 Lu Z
o KFOJ\��O D. MUST BE MAIN AINEDALL IN A CONDITIONOWHCHIWILL F 0 O 0
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO N
COARSE AGGREGATE P`' STREETS. PERIODIC TOP DRESSING WITH STONE SILL BE Z a z Z
2-3" J NECESSARY; KEEP SOME HANDY. 2 J
RCP AS � E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD 5 m �2
REQUIRED �5 MUST BE CLEANED UP IMMEDIATELY. Q d Q Q
LL
NOTES: APPLICABLE AT ALL POINTS OF INGRESS & LL
TEMPORARY CONSTRUCTION ENTRANCE EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE MUST BE
N.T.S. PROVIDED. DATE:JANUARY,2024
DESIGNED: APK
DRAWN: DJN
CHECKED:NO.
D.2
FrCo-21.01 Farmington Oaks Pump Station Abandonment DETAILS i.dwg: Layout=DETAILS& MISC.