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MAXIMUM SHEET
SLOPE FLOW
8' MAX. 4' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER ms nos consultants, inc.
SILT FENCE FABRIC ~ABRIC 6 engin 1 ~ 336-B Sanford ~ - Phone: ~ ~ ~ ~-T Fax: (91 engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
MIN. 12-112 GA. INTERMEDIATE Phone: [phone]
MIN.10 GA. WIRES Fax: [phone]
LINE WIRES ~ ~ ~ ~ = www.m t' MAX. www.msconsultants.com
SI FEN E FA8 IC
IN TALLE TO CON
- COMPACTED
GRADE Q ('~O SOILS ~ _ j) I \Xw\M11////
5' MIN.
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5' MIN.
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o 18079
STEEL POST .j~
WOVEN WIRE FABRIC CLASS I RIP RAP i ~j/
SILT FENCE GEOTEXTILE FABRIC
CON5TRUCTlON NOTE:
I 1, SET OUTLET ELEVATION 50 THAT WATER DEPTH CANNOT EXCEED 1.5 FT AT THE L .5 FT AT THE LOWEST POINT ALONG THE FENCE LINE (SEE FIGURE). 'ACED NO MORE THAN 4 FI' APART. INSTALL A HORIZONTAL BRACE
-USE S1LT FENCE ONLY WHEN DRAINAGE AREA " h FILL SLOPE 2. SET FABRIC HEIGHT AT 1FT MAXIMUM BETWEEN SUPPORT POSTS SPACED NO MOI p DOES NOT EXCEED 1l4 ACRE AND NEVER IN in ~ ~ ~ BETWEEN THE SUPPORT P05TS TO SERVE AS AN OVERFLOW WEIR AND TO SUPF .AND TO SUPPORT TOP FABRIC. t
cv 'p. FOR REPAIR OF SILT 3, EXCAVATE FOUNDATION FOR THE SPLASH PAD A MIN{MUM OF 5 FT WIDE 1 FT DEE AREAS OF CONCENTRATED FLOW YIDE, 1 Ff DEEP, AND 5 FT LONG ON LEVEL GRADE. Vii - I I I-III=
Z " FENCE FAILURES, USE ' "h"' , THE FINISHED SURFACE OF THE RIPRAP SHOULD BLEND WITH SURROUNDING AR ~ .;n • No, 57 WASHED STONE. THE AREA AROUND THE PAD MUST BE STABLE. 20UNDING AREA, ALLOWING NO OVERFAIL. I DO NOT PLACE RIP RAP I -I I ~
•END OF SILT FENCE NEEDS TO BE TURNED UPHILL. ~ , m . .~.;v GRADE FOR ANCHOR WHEN SILT
FENCE IS PROTECTING MAINTENANCE CATCH BASIN. INSPECT SEDIMENT FENCE OUTLETS PERIODICALLY ANDAFTER EACH RAINFALL EVE'.
¢^i"Fa-EVE"T. T- = IN CHANNEL BOTTOM -11'' I- I I 1~ I -ITI=
6"MIN. COVER a SHOULD FABRIC TEAR, DECOMPOSE, OR IN ANY WAY BECOME INEFFECTIVE, REPLACE IT E, REPLACE IT IMMEDIATELY. REPLACE BURLAP A LEA3T EVERY 80 DAYS. i I~I I I ~I " I I (I I=1 I~I I I ~ I ~ r C I
OVER SKIRT ~ REMOVE SEDIMENT DEPOSITS PROMPTLY T P V 0 RO IDE ADEQUATE STORAGE VOLUME F \GE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON FENCE. '~-i 1 ~ _ i ~ CITY OF SANFORD
ANCHOR SKIRT AS TAKE CARE TO AVOID UNDERMINING FENCE DURING CLEAN OUT,
DIRECTED BY ENGINEER REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AFTER THE 'S AF"!ER THE CONTRIBUTING DRAINAGE AREA HA3 BEEN PROPERLY N O
STABALIZED, INSPECTED, AND APPROVED. BRING THE DISTURBED AREA TO GRADE l :A TO GRADE AND STABILIZE AS SHOWN IN VEGETATION PLAN. NORTH CAROLINA
GRAVEL BEDDING
OR FILTER FABRIC ~ - IMPR ,
SANITARY SEWER
, MPROVEMENTS PROJECT
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~ NTS
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SEEDBF_D PREPARATION CON 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
CONSTRUCTION DETAILS
DEEP' OVER ADVERSE SOIL CONDITIONS, IF AVALIABLE.
2. RIP'rHE ENTIRE AREA TO 6 INCHES DEEP.
3. REN~OVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
DATE TYPE A 1.5 'E RATE LEAV'WG SURFACE REASONABLY SMOOTH AND UNIFORM.
MIN 4. APPLY AGRICULTAL LINE, FERTILIZER, AND SUPERPHOSPHATE
~ AUG 15-N(7V 1 TALL FESCU l FESCUE 120 LBS/AC UNIFORMLY AND MIX WITH SOfL (SEE BELOW
MIN NOV 1-MAR 1 TALL FES U C L FESCUE 120 LBS/AC 5. CONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY
& ABRUZZI R BRUZZI RYE 25 LBS/AC UNIF~~RM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
MAR 1-APR 15 TALL FESCU ,L FESCUE 120 LBS/AC 6. SEEID ON A FRESHLY PREPARED SEEDBED AND COVER SEED
APR 15-JUN 3a HULLED BED .LED BERMUDAGRASS 12 LBS/AC LIGHTLY WITH EQUIPMENT OR CULTIPACK AFTER SEEDING.
FILTER FABRIC JUN 15-AUG 15 TALL FESCU L FESCUE AND 60 LBS/AC 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
BROWNT01 tOWNTOP MILLET 35 LBS/AC A INCF~F('.T AI I RFFIIFII ~RG~C ~NI'1 11AGKF NF~:GCC~RY RFPnIRC rlR
*SORGHUMA )RGHUM-SUDAN HYBRIDS 30 LBS/AC RESEEDINGS WITHIN THE PLANTINGgSEASON, IF POSSIBLE. IF v v
STAND SHOULD BE OVER 60% DAMAGED REESTABLISH THE
FOLLOWING LIME, FERTILIZER, AND SEEDING RATES.
CONSULT CONSERVATION ENGINEER FOR ADDITIONAL INFORMATION CONCE 31NEER OR SOIL CONSERVATION SERVICE 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
N CONCERNING OTHER ALTERNATIVES TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS z
FOR VEGETATION OF DENUDED ARE ARE THOSE WHICH DO WELL UNDER L( !D AREAS. THE ABOVE RATE COMBINATIONS ESTABLISHED. JNDER LOCAL CONDITIONS; OTHERS ARE POSSIBLE. APPLICATUON RATES: y 0
a
SEEDING RATE COMBINATIONS ARE PC
AGRICULTURAL LIMESTONE - 2 TONS/ACRE Z RDING TO OPTIMUM SEASON FOR DESIRED FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACRE O z w
CLASS "A" RIP RAP ~ "TEMPORARY -RESEED ACCORDING T o PERMANENT VEGETATION. DO NOT AL 0 °
J NOT ALLOW TEMPORARY COVER TO SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS N
24 GROW FILTER FABRIC MULCH - 2 TONS 80 BALES) STRAW/ACRE ;
MOWING OTHERWISE FESCUE MAY BE ANCHOR -USE LIQUID ASPHALT @ 400 GALS/ACRE W W
\ -1 'S~Op AT CENTER OVER 12" IN HEIGHT BEFORE MOWING F SHADED OUT. OR EMULSIFIED ASPHALT @ 300 GALS/ACRE ~
SECTION A-A
0
m
Scale: H vale: H: V-100' Drawn by:
V: 1"=10' JRT
Sheet: feet: Designed by:
JRT
NTS' o Checked by:
of WWD
~~wF~ v ms 61r048 s Project Number: Date:
V INN 61-04838-00 JULY 2006
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O ms consultants, inc.
B engmE engineers, architects, planners
~ 336-B Carthage Street
VERTICAL BEND (TYP.) Sanford Sanford, North Carolina 27330-4207
THRUST COLLAR • Phone; Phone: [phone]
O C F'ax; (~1 Fax: [phone]
o vuww.m www.msconsultants.com
i r SIPHON BREAK
0
5' MIN. \A CA R
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~ ~ 0 00~ 06 a
DUCTILE IRON PIPE (NP.) lee ~'s S/(~
z
CONCRETE THRUST BLOCK AT ~ ~
ALL 45° BENDS ao TOP OF SLAB
S EAL
w
7 9
1!4" STEEL PLATE 3/4" THREADED STEEL RODS (NP.)
d ,..,.i0r IN
~ ~'3 ~ /
1 CF' S7 WASHED STONE d
ROD REqu1REMENT3: A. FLANGED ANGLE SIZE OF 45° BEND STATIC THRUST(LBS) NO. OF RODS REQUIRED B. FLANGED ANGLE C. HIGH BYPASS OP 6" 4.328 2 .DANGLE BAIL VALVE ? ~ ~
DANGLE CHECK VALVE 'PASS OPTION WITH BALL VALVE ~
N METER
8" 7,694 2 N 3
12" 17,312 2
16" 30,779 4
20" 48,019 6 NOTES
24" 69,252 8 1. No 2" Yokes Permitted TYPE K 1" DIA. COPPER 12
2. Must Be High Bypass Customsetter THREADED T4 COMPRESSION FITTING AT HYDRANT
NOTES: 3. Boxes Shall be Cast Iron, 8" Block or Pre-Cast CITY OF SANFORD
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH TWO COATS OF BITUMINOUS PAINT. 4. If Conc. Box is Used. All Fitting Shall have Min. 12" Clearance ' Clearance to Inside of Wall
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. 5. CUStOmSetter Shall be BraSSS Of COpper Type K and Meet A V ~ id Meet AWWA C-800 NORTH CAROLINA
SANITARY SEWER
, ~ ~ ~ ~ ~ w ~ A
~ ~ MPROVEMENTS PROJECT
~NTS NTS -City of Sanford Detail
NTS
~,r
4..
CONSTRUCTION DETAILS
COVER
2-~„W X 2,-~„~ X 0,-~„~ xishng pha N w As hat th = Existin P #h = Existin PI s 1"
CONCRETE PAD OR , : , ,
'~'.'Ebstin ABC ~ ~ . PROTECTOR RING* g ~ S, 4. ~ .New ABCOepth=E t , v.
STANDARD VALVE BOX ~~C Depth =Existing Plus 1 : ~ , . , ~ , , ' • .
TOP SECTION (Minimum VALVE BOX • ' ` "r,r,,~, .4. ,IrM
PAVEMENT DOVER PAVEMENT ~ i 5~, ' .R ~ ,
" ; A"
USE: TAMPED Jr a ~r; r,~,~.,'a ' r, r
5" HEAW WEIGHT VALVE BACKFILL a ~ a a a o a a aao oaa
CAST IRON COVER : ~ PIPE FOR ~ VALVE BOX ~
EXTENSIONS r- Ivv 1 1 v CONTACT . • H SIDE ELEVATION
WATER MAIN 41. 41 ' p ° PLAN
NOR VALVE • '•:';r,:: .
Compacted TAMPED *14 Compacted Fill
BACKFILL
STAB-IN SOIL • • 4' SLIP RESISTANT CLEATS 4
PIPE GASKET WATER WATER re rn L1..
VALVE
LINE LINE Z O z W
4 12" ~ Ali- 0 °
H
STANDARD VALVE BOX ~ ` ~ BOTTOM SECTION NOTES: ELEVATION '
W W
TAMPED 09
* USE PROTECTION RING IN BACKFILL 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERA SHOULDER OF ROAD. 2. THE TRENCH SUBGR,4DE MATERIAL SHALL BE BACKFIELD WITH SUIT 95°k OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATER NCDOT. PREFERABLY A MACHINED SAW CUT. WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT (EAST
'HE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY
#3 OR #4 REBAR
3. THE NEW ABC FILL SHALL BE COMPACTED TO A DENSITY EQUAL TO 1 EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE CORROSION RESISTANT MATERIAL
MATERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY NCD APPROVED BY THE ENGINEER. LED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBTITUTED IF (RUBBER, PLASTIC) 4LL BE TACKED. T PLUS 1", BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK. r
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TAC 5. THE ASPHALT PATCH DEPTH SHALL BE EXISTING ASPHALT PLUS 1", E
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMP AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH.
m
SECTION A-A SCSI@: F cafe: H : 1"--100' Drawn by:
V: 1"=10' JRT
Sheet: heat: Designed by:
- - - - - -NTS -City Of Sanford Detail JRT
Detail - - Checked by:
NTS NTS -City of Sanford Detail C of WWD
ms Projec is Project Number: Date:
'L° ~ R 61-048 61-04838-00 MAY 2006
- - -

COY 000
0006 all ex sX i ea6°peigOooo
At 00! ''pp t X4XX +161;N ~O~ %4XX %X
l %%XXxX%XX 6P TY%XX
CASING PIPE SCHEDULE as XX
CARRIER PIPE CASING PIPE UNDER RAILWAY CASING PIPE UNDER ROADWAY ~ STANDAR NOMINAL DIA. NOMINAL DIA. MIN. WALL NOMINAL DIA. MIN. WALL STANDARD MANHOLE RING AND COVER FINISHED GRADE
THICKNESS THICKNESS ms ms consultants, inc.
engine engineers, architects, planners
18" 30" 0.469" 30" 0.375" r . " r
.d.d 336-B C 336-B Carthage Street
24" 36" 0.531" 36" 0.375" Steel Spider 4' min, WYE W~ THRUST BLOCK santord Phone: Sanford, North Carolina 27330-4207
Phone: [phone]
4' PRECAST Fax: (91 Fax: [phone]
CONC. MANHOLE www.m a SANITARY D FLOW www.msconsultants.com

2" Bevel d d FORCE MAIN .

° SEWAGE COMBINATION SIR VALVE SIZED CAR ~
• FOR THE PROPOSED USE ~ D" X 4" WYE
1 Carrier Pipe 0
~'s son 00
~ a ~
~~e~:~;r,` FORCE
..ti x;. r•`.~"; MAtN I FORCE e_ MAIN a S o' EAL 0 7 9
Slope To Drain '"~~`'`"'t:N;°'"' Carrier Pipe a. • d

Drainage Gravel ' : `':•'w::;:;::::: Steel Casing Pipe 10 Cu. Ft. Stone ` N ~ z
oo:; y.. ~ Z y N ~a:>>.s»;... ~ `-PLUG VALVE W/ VALVE BOX • o ~ < .r ~ >,::;.~.~::a;~::.:.; . ' 4»- 90° BEND ~
Elevation Steel Spiders ' e .~~'.~.a.~~' a.d 41C ce IN *so
e ?t~i:~;~:-.-- 12" N0. 57 STONE
.::::.:18.~ ~ FORCE MAIN CLEANOUT
TYPICAL CONCRETE FOOTING
Carrier Pipe (3000 P.S.I. CONCRETE) 4" MALE QUICK CONNECT
( ~zo° ~zo° TYPICAL SECTION =crioN CAM LOC FITTING VHOLE EXCEEDS 5 FEET. CI JVITHBACKFLUSHINGATTACHMENTS. CAP AT EX. GROUND LEVEL NO ; 1 1 r
~ Steel Encasement Pipe
Notes ~zo°
1. Metal "Spiders" may be used for the support of O \ NOTES:
carrier pipe within the casing pipe. Steel Strapping MANHOLE STEPS SHALL BE PLACED 12" O.C. WHEN DEPTH OF MANHOLE EXC 2. Spacing of spacers shall be sufficient enough to maintain SEWEAGE COMBINATION AIR VALVE MUST BE PRESSURE VALVE WITH BACK necessary grede, clearance and support. S@Ct1011 FORCE MAIN SHALL BE DUCTILE IRON PIPE THROUGH THE MANHOLE. CITY OF SANFORD
One spacer per joint of pipe & on either end of encasement pipe. ALE. NORTH CAROLINA
MANHOLE TO BE COATED W/ONE COAT OF BITUMASTIC BLACK PAINT DINT
S 4GE AIR VALVE MANHOLE IMPR FORCE MAIN CLEANOUT DETAIL SANITARY SEWER
COMBINATION SEWAGE w , ~ ` NTS -City of Sanford Detail MPROVEMENTS PROJECT
_a
NTS -City of Sanford Detail w/ modifications NTS
r I
REINFORCING FOR SAG BENDS W 4» d-
15' BEND - #4 ~ 8 1 /2" C/C
22 1 /2' BEND - #4 C~ 5 1 /4" C/C
45' BEND - #6 CAP 6" C/C 6'-0" 4" TO 10" DIA. 0" DIA. ~ L
0 12'-0" 12" TO 24" DIA 24" DIA. V , ~ m - Ci~N X X CONSTRUCTION DETAILS
0
GALVANIZED 'ANIZED PIPE ° q '
2 ~ TIE RODS SPACERS ;ERS ~l y / C
7 SECTION 1-1
- - ;i;F-- ~7~ z ~ FLAN - ~0'. 45'. 22 1 /2°. 15°
~ REINF. w 1'-0 2» BOCK NOT ~y
TABLE OF MINIMUM DIMENSIONS
PROFILE SECTION SHOWN THIS SIDE
ANCHOR BLOCK 15' BEND 22 1 2' BEND 45' BEND 90' BEND DIA. q g C.Y. A 6 C.Y. A B C.Y. A B C.Y.
SECTION
TABLE OF MINIMUM DIMENSIONS PROFILE 4" 1'-4" .19 1'-4"
SAG BENDS 6" 1'-4" .19 2'-2" .3 4
n , 8" 1'-4" 1'-4" .1E~ 2'-0" .29 3'-3'> - 4 - -
1.7 6CIVU LL 1 L DCIVU 4J CStIVU
DIA. A W C. Y. A W c. Y. A W C.Y. 2'-0" 1'-9" .4~? 3'-4" .91 5'-0" 1.52 .3p-4*f 2.38
4" 1'-0" 1'-4" .06 TABLE OF MINIMUM DIM 6" 1'-0" 1'-3" 6 1'-0" 2'-8" .12 CREST BENDS M DIMENSIONS 2'-3" 2'-0" .7~F 4'-0" 3 $1 7.13 5'-8" .00
3ENDS 12$-8$0 2'-3" .90 4'-6" - 1.44 6'-6" - .57 - 4'-8"
3$-3" 2'-6" L46 4'-9" 3'- 2 2.36 7'-4" 4.03 110$-Oss -5,f - 4s' 90' BENDS 3'-6" 2'-8" Lf2 5'-3" - 2.92 8'-2" - 4.91 Ill$-20$ "
8" 1'-0" 1'-0" 1'-0" 2'-4" .12 1'-8" 31-3" .27 15' 22 1/2* 45' 90' BE .05 10 1'-0" .07 1'-3" 3'-0" .20 2'-3" 31-6" .41 X V Y N C.Y. 11TIE R, 2.68 69-8" 4.64 7'-4" i 2-3Z4$1 DIA. 3 2-3 4" D IA. DIMENSION C DIMENSION D DIMENSION E
14$-8$9 1 -a 1-0 .LP -(S 1-1 --IQ ..JZS 4 -U .0-1 10-15 3 -u 1.u / 1.4 $-o$p 11 -JITIE RODS - NO. AND SIZE 3'-0" _O
12 1'-0" 2'-0" .11 1'-4" 3*-8" .27 39-0" 4'-0" •67 1'-0" - 1'-0° 3'-3" 1.36 CL
14" 2'-0" .16 2'-0" 4'-0" .47 3'-9" 4'-3" .93 1'-0" 1'-0" 3'-4" 1.48 Y/ to
16" 20-0" 2'-0" .25 2'-3" 4'-3" .59 4*-810 4$-6$j 1.30 11-0" 6'-3" 11-0" 30-8" 1.70 ~ 2-3/4$$ DIA. 4;=10 DIA=2 -8 4"-10 DIA.=1 -4' FOR ALL DIAMETERS 5 4-3Z4 " DIA. 12'-16" DIA.=4'-0" 12"-24"DIA.=2'-8" E=D/2+4" O 4-3/4 " DIA. 18"-20" DIA.=S-4" z w
18" 20-0" 2'-4" .30 2'-8" 4'-6" .78 5'-9" 4'-8 1.74 1'-0" 6'-6" 1'-0" 4'-3" 2.05 0 °
20 2'-3" 2'-8" .41 3'-3" 4'-8" .03 -8" 2.21 1'-0" 6'-8" 1'-0" - 3.21
24" 2'-6" 3'-6" .65 4'-0" 5'-4" 1.58 6'-0" 7'-9" 3.44 1'-0° 7'-0" 1'-0" 7'-0" 3.11 6-3Z4 " DIA. 24 DIA.=6-8"
W W
QUANTITY SHOWN FOR EACH ANCHOR BLOCK OG ii
DOUBLE NUT EACH ROD EACH END NOTES:
NOTES: 1. ALL CONCRETE BLOCKING MUST HAVE ITS ENTIRE FACE (A+B) BEARING AGAINST
UNDISTURBED SOIL L LLJ
BLOCKING DESIGN BASED ON WORKING PRESSURE 200 PSI AND 100 PSI WATER HAMMER AND NOTES:
AND SOIL BEARING OF 3000 PSF. BLOCKING DESIGN BASED ON WORKING PRESSURE 200 d
iRE 200 PSI AND 100 PSI WATER HAMMER AND 2. ALL MECHANICAL JOINTS SHALL BE WRAPPED WITH 6 MIL PLASTIC PRIOR TO PLACING CONCRETE, ADDITIONAL BLOCKING AS DIRECTED BY THE ENGINEER >
ALL MECHANICAL JOINTS SHALL BE WRAPPED WITH 6 MIL PLASTIC PRIOR TO PLACING CONCRETE. AND SOIL BEARING OF 3000 PSF. C
ADDITIONAL BLOCKING AS DIRECTED BY ENGINEER. ALL MECHANICAL JOINTS SHALL BE WRAPPED WITH 6 ADDITIONAL BLOCKING AS DIRECTED BY ENGINEER. ?VITH 6 MIL PLASTIC PRIOR TO PLACING CONCRETE. 3. BLOCKING DESIGN BASED ON WORKING PRESSURE 200 PSI AND 100 PSI WATER
Cale: H: 1"--100' Drawn by:
HAMMER AND SOIL BEARING 3000 PSF. Scale: H :ER. Sheet: V: V-10, JRT
heet: Designed by:
KING DETAILS THRUST BLOCKING DETAILS JRT
THRUST BLOCKING DETAILS THRUST BLOCKING Checked by:
FOR BENDS IN VERTICAL PLANE -SAG FOR BENDS IN VERTICAL F ICAL PLANE -CREST FOR BENDS IN HORIZONTAL PLANES _ uTS ms Projec 1,;r
of WWD
NTS NTS s Project Number: Date:
L 61-048 61-04838-00 JULY 2000

000
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as XX
MINIMUM TRENCH WIDTH (VIA MINIMUM TRENCH WIDTH (VIA NTH (VIA .H WIDTH
PIPE SIZE TRENCH WIDTH PIPE SIZE TRENCH WIDTH
g~~ 32~~ 8,. 32.. t2" m$ s consultants, inc.
10" 34" 10" 34" t4" engine engineers, architects, planners
18" 42" 1 g~~ 42~~ 42"
24" 48" 2q" 4g~~ 48„ 336-8 C 336-B Carthage Street
Sanford i4" Phone: Sanford, North Carolina 27330-4207
30" 54" 30" 54" Phone: [phone]
Fax: (91 Fax: [phone]
www.m FINISHED GRADE www.msconsultants.com
~j TRENCH WIDTH ~ ~j TRENCH WIDTH

~j CONTRACTOR TO UNCOVER EX. FM ~ 4' "v 3' ENOUGH TO VERIFY LOCATION SUBSOIL FILL NEW 2" WATER A
~~j / SUBSOIL FILL
EX. /NEW 10" FORCE MAIN \ ate' S`
UNDISTURBED EARTH \ /i ~/i ~ ~ \~r- UNDISTURBEQ EARTH
j M S EAL
L • 1 6U''7 9
COMPACTED GRANULAR FILL TO TOP OF NEW 18" FORCE MAIN . ~ C ` PIPE - 80% PROCTOR j
/VG IN
a'
~j/ \ ' \~ooooo000000000000000000000000000000 o0000000000000000 GRANULAR FILL LIGHTLY CONSOLIDATED ~~o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o'°o TO CENTERLINE OF PIPE \ x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°oo°oo°ooo°o \ ~ ~o~o~o~o~o \ PIPE EMBEDDED IN AGGREGATE
~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ~j p~p~pOpOp~p~Q~p~p~p~p~p~p~p~~~p~p~p NOTES: NOTES: °o°o°o°o° ~ ' (NO. 67 STONE) FOR MIN.
THICKNESS OF 4"
17
REFERENCE: AVWUA C150 REFERENCE: A1NWA C150
C' REMOVED TO PROVIDE MIN. 6" NO CITY OF SANFORD
WHERE ROCK IS ENCOUNTERED, ROCK SHALL BE REMOVED TO PROVIDE MIN. 6" WHERE ROCK IS ENCOUNTERED, ROCK SHALL BE REMOVE
CLEARANCE AROUND OUTSIDE OF PIPE AND FITTINGS.. CLEARANCE AROUND OUTSIDE OF PIPE AND FITTINGS.. WGS.. NORTH CAROLINA
a e - ~ _ S~ NTS SANITARY SEWER
MPROVEMENTS PROJECT
NTS
~n'
CON "~J STANDARD MANHOLE. RING AND CONSTRUCTION DETAILS
6" DIA. DIP VENT PIPE
/N~~ T'~~~~ COVER STANDARD NtJ. 7.07 L.J L,1 O
WIREMESH
MANHOLE STEPS ST~4NDARD FLAT TOP SLAB WITH
~j NO. 7.04 ALONG A VERTICAL OFFSET MANHOLE COVER
WALL NOT OVER THE
INFLUENT OR EFFLUENT PIPE
O ~ (4) 4" DIA. HOLES 1 T,~ ~~rqp~~ TOP OF COVER
~Q~~ O-RING JOINT OR
ov i I L rcuoocrt JviN e 4'pIA ALL LIF f N(7LE5 WHICH
BOTTOM OF COVER OR COMPLETELY
1/211 MINIMUM 5' DIA PENETRATE THE MANHOLE
1/2' MINIMUM FILLED WITH ALL BE
NON-SHRINKING
w A GROUT.
-4" NP. r 0
CL
21-11/411 2'-1 1/4" y 11-113/411 i 3/4" MIN. RISER UNIT Z
1 ( 11-113/411
Z w
511 511 0 0
~ a LE 7 BRICK & MORTAR INVERT BASE UNIT ,
OR PRECAST INVERT W W
~I MI ~ MEETING SPECIFICA'T'IONS OG
PIPE 4.4 •~x..
*MIN. DIMENSION. SEE PLANS FOR REQUIRED VENT ELEVATION 1'-107/8° 4' 4 9' B" BEDDING N •4. . •t.
7'-10 7/8"
43/811 21-01/211 u
F_
21-91/411 21-91/411 0
NOTE: MANHOLE SHALL MEET REQUIREMENTS OF NCDOT STD 840.52
NOTE: MANHOLE RING AND COVER DEWEY VENT PIPE DETAIL -FOR MANHOLES DEWEY BROS. 2001 OR EQUIVALENT >
CO
Scale: H :ale: H: 1"--100' Drawn by:
V: 1`101 J RT
Sheet: feet: Designed by:
NTS JRT
NTS - City Of Sanford Checked by:
NTS - City Of Sanford ~ s 0 of WWD
ms Projec F 6 1-048: s Project Number: Date:
D 61-04838-00 JULY 2006
-

Tax -
Otl0
0008 A..X 4X 18 881188.100 0000000
011100 B ` 1 1X0 X/XX 18181 of 11 XX XX
1 11 llX aXXxX l ARTYIN
~a XX
10' Utility Easement to Ah IV I
Public Service Co. of N.C. for Natural Gas line
(location unknown)
_ ~
railro acks ms consultants, inc.
i Ssb~~ f. ~ engin ~~r °Pti~ i;_ ~ 336-B \ ~ Sanford ~l-' ~ ~i Phone. r ' O Fax: (91 engineers, architects, planners
336-B Carthage Street
I ~ ~ Sanford, North Carolina 27330-4207
I / = metal sour i ' WIDE C STRUCTION E 1 - 18" 22.5° BEND ~ ~ Phone: [phone]
I bldg. anti possible. 2' PVC Fax: [phone] www.msconsultants.com \A CA Ro
f . ~ water line STA606+75 J~ Zp' sanit 'ro"M'•m ;oncrete NEW 1$ FORCE MAIN amP e ~ ` ~ ~ o per D
Q gas shut- walled concrete r ~ off valy~ tank area EXe; 10" FORCE ! / I m ~ S°pe _ metal ss ' FORCE MAW S6p'~Q ~ ` ~ ` ~
603+00 - S + ` ~os ` ~ ~ ` ~ CONNECT TO EXISTING F~ ork~re ~ ` _ ~ ` WITH APPROPRIATE BEND
/ tpeR~EMOVE HYD T' building g02+4
g 1 OOI Fp' ~ ~ ~~8~~ 45° C~ nP!D 9os _ overhang FM ~ ' ' ~14it 6p5+Op ~ ` ~ OTE 1) ~ ~ • ~ ~ T ~

~ ~ STA 599+19 ~ a~ 00+0 G, - _ M .~I FLfl - 4' ,
NEW 2" WATER _ ~ ~
~ I / ~ old well ~x0~ h ~ (out of serwce) FM ~ V_ - G house y '.M. - _ _ ~ ~ ~ 2 - 10" 45° BEND m s-,.
NEW ROADWAY~R D I ~ V ~ ~ - ~ - e 9e o concre e - ~ - - - - -(SEE NOTE 2) ~ y ~ ' \ 2 -18" 45° BENDS ~ j S EAL
120 L~ I~ F` Cp l II 1 -~+~A•- \ ~ e
r . 1 br" 0 7 9
~EGIN BORE f ~ 8 00 .,;`~k1~-- ~ ~ Catch Basin ppe graves ~ I ~ ~ ~ ~ / / • ~ Grate 294.1'+/- /
i STA 597+14 597 ~ \ ~ ~ ~ j 1-stor brick aPProx. location ~
Y gas line per City q~ b SSMH ~ ~ a ~ \ / Rim 281.41' \ ~ `
~ / / building of Sanford sketch I.E. in 274.0'(NW} ~ ~ \ ~ i ~j~ LE. out 273• NOTE 3 - r Catch Basin \ ~~j ' Grate 280.36' lei 000 0 1 N
1 - 18" 45° BEND Fr, _
STA 597+02 m N85°53'11 E I ~ 1 - 18" 45° BEND
\ . S~ ~Q
1 - 18" 45° BEND ~ I ~ STA 598+40 END BORE
STA 596+82 I STA 598+34
~ 2" TAP / 2" METER brick storage & I AIR RELEASE VALVE 9 ~ I asphalt (concret STA 596+53 ' I I I dnveway orage & loading area ~ \
(concrete) ~ ~ '$S pO~Q
2x
NOTES: NEW Pl;°AP STATION- ~s CI (SEES( .GT(;1) S'~. ~ CITY OF SANFORD
o ~
MADE AFTER NEW SYSTEM IS COMPLETE ANC) \ N CITY OF SANFORD. CONTRACTOR TO REMOV`" APPRQX. NORTH CAROLINA
STA 596+00 1. TIE-IN TO BE MADE AF
MATCHLINE ° APPROVAL BY CITY OF 20 FEET OF EX. 10" FOR PLUG END WITH CONCR . 10" FORCEMAIN (EAST OF CONNECTION P~~~ T) AND ~ 'SS,
H CONCRETE. % c
Lee Brick and Tile Company 30 ~7 MAIN BETWEEN STA 599+75 TO STA 606+75 SIiALI BE ~ SANITARY SEWER
2. THE FORCE MAIN BE LAID PARALLEL TO THE
_ TO THE EX. 10" FOE2CE MAIN. CONTRACTOR l O FIELD Tax I.D. '645-53--5898-00 '~pR S MPROVEMENTS PROJECT
LOCATE EX. FORCE MAI 3. SEE PUMP STATION 320 0 )RCE MAIN. SEE DETAIL C FOR PIPE SEPERAT`ON. "r
'v4;:.,
iTATION DRAWINGS FOR DETAILS ON TIE-INS
5~0 0 50 100 200 `SS
FORCE MAIN
Scale: 1" = 100' (11X17 PAPER)
320 PLAN / PROFILE
3' COVER MIN. _ - - BI 310 BIG BUFFALO WWTP
vi
310 TO
STA 596+ 3 -
NE 300 NEW NORTHVIEW PUMP
STATION
300 / \
- EX. AS WATER 4' COV R MIN.
S 290 STA 596+00 TO P.S.
~ XISTING GRO ND
290
~B~~~P ~ L
~ _ 4' GOVER M!N
G/1. VH~T _ _ i ROADWAY BORE
280 - EX. GAS 280
storm DIP H EX. SEW R EX. SEWER 270 O L 0
CL
270
Z w
0 °
TIP I MAP RTATIMI
SEEP MP STATION DRAWINGS y
FORD TAILS W
260 - 260 Cd W
oc
NOTE:
A 2' VERTIC L CLE,'. 'ALICE IS REQUIRED T GAS CROS INGS.
A T VERT'Ci'~,. ;;dCE IS REQUIRED T SANITARY ND STORM S~ F- CLLI iER CRO.;SIN S. 250 Scale: 17 M Co u') ~ N ~ LO o Sheet:
250 F-
m
EXISTING ROUND ELEVATION
cafe: H: 1 100' Drawn by:
240 V: 1 "=20' JRT
C4 co in v cn o n rn Un heet: Designed by:
ao ao of r: co r~ v ~ co Sri ri ri co rn rn rn o o rn rn rn co co w co 00 0O ~ o Co co a"o °w Co °°r~ n JRT
N N N M M N N N N N N N N N N N N N N N N N N N Checked by:
Of WWD
596+00 597+00 598+00 599+00 600+00 601+00 602 602+00 603+00 604+00 605+00 606+00 607+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- - - -

oy °°0 °°0° Yi
WX 4Xi °3138°°°° 11
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} 5 00 ~o
336-8 C. 94+00 of 336-B Carthage Street
NEW FORCE MAl O 592+00 5 ~ Sa ord, 7RCE MAIN - ~r ~ ~ Phone: Sanford, North Carolina 27330-4207 Phone: [phone]
93 0® 5 - _r J Fax: [phone]
~ _ ~ Fax. (91 ~ Oa _t- www.ms www.msconsuftants.com
~ 591+00 -
~ ~ .
~ 590+00 ~ ~ F Q 589+00 ~ r .3 ~'M ,00717"W Y M „
V~~M ,17 _ _ o a...- ~q01
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rt ~ NORTH CAROLINA
N ~ ~w~
C) r"°
C~) ~ X
0 ~ SANITARY SEWER
C)
~o o ~o ~ o0 200 MPROVEMENTS PROJECT
Scale: l" =100` 11X17 PAPER
FORCE MAIN
340 340 PLAN / PROFILE
BIG BUFFALO WWTP
330 330 TO
NEW NORTHVIEW PUMP
STATION
320 320
STA 588+00 TO STA 598+00
E (STING GROU D
310
310 3' I .
.
L.D x.,J~ f„2 BO ~^i S gA ~ 300
300
e d
E
290 290 ~ U
c W
280 W 280 W
F LIJ F-
270 270 R
t
m
EXISTING ROUND ELEVATION TION
F Scale. case: H: 1"--100' Drawn by:
260 260 V: V-201 JRT
Sheet; hee: Designed by:
cn cn n v, co cc o n Co M tt h d; M Co CO CV JRT
- M ~ ~ ~ M M M M D of N M M M CV QO D Co O O O O O O m CA N M M Co M M M N N
Checked by:
of WWD
592+00 593+00 594+00 595+00 596+00 ms Pro1jec is Project Number: Date:
588+00 589+00 590+00 591+00
~1-04~ 61-04838-00 JULY 2006

coo
0008 tt a'$X 1% a 8888808 8888po80000 -
BXDa8U8t tot e fall "I.m.;.'a
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1 - 18" 45° BEND
STA 579+46
1 - 98" 45° BEND ms nos consultants, inc.
CIEANOUT 7 5~g+00 ~ STA 579+~6 engin 336-B Sanford engineers, architects, planners
STA 577+50
._-~9,~. 336-B Carthage Street
Sanford, North Carolina 27330-4207
+1 ~M ~ ~ - N~9 _ _ - 1 Phone: Fax: (91 Phone: [phone]
Fax: [phone]
www.m STA 588+00 ~ MATCHLINE _ ' ti www.msconsultants.com CA

m ~
11 / IPF 1 od Sod r~ ~ N~1
~ / SILT FENCE (TYP) cO,:~
~'s
, '~r1
~ 1 1 - 18" 22 BEND ~ STA 581+24 ~
ment (existing) , ~ s g 1 S EAL -1079
`'1 pg. 7~ 6 $ NEW FORCE MwiN l1- ~ I e
QEFLECT 2 PIPE JOINTS TO ACHIEVE ~ ~ 582+00 1~ cn is a
DIRECTION CHANGE ,y ~ 583+00 1 - 18" 11 a° BEND , t a < , ~
STA 586+62 ~ ~ ~
~ 1 584+00 o - ' 1 ' ~ 3 ~
1 ~FM. 585+00 ~ 3 t i 586+pp ~ p ' `9 /VG IN
- - - Ff,A x~ ~ n t m
soil road Sc3 5 4~"E-- ~ -1 - 18" 45° BEND
- - _ , IFM T.- ~ , FM t - , N E
~
S7A 581+44 exact location of existing AIR RELEASE VALVE 8 ~ = =
Force Main not known STA 584+04 ~ - Poi t~°o ~
x 1 - 18" 45° BEND
STA 587+22 ~ C' Penske Truck Leasing Co. CITY OF SANFORD
P D Ta 330 -
1 - 18" 45° BEND ~ ~
Deed Book 422 Pg. 633 STA 587+p2 ~ ~ N Tax I.D. 9645-23-8921-00 NORTH CAROLINA
S IMPR 50 0 50 100 200 SANITARY SEWER
MPROVEMENTS PROJECT
Scale: 1" = 100' (11X17 PAPER)
FORCE MAIN
PLAN l PROFILE
330
BIG BUFFALO WWTP
AIR FtC-~L~!'aSE VALVE 8
STA 58w + 04 To
320 32° NEV
NEW NORTHVIEW PUMP
- STATION
310
' COVER MlN. \ 310 STA ~ `
i STA 577+p0 TO STA 588+00
~ \
l 18^ p'P ~
300 300
STA 577+50 /
o\P
1a 290 290
a h
Ct
H Zso Z O tg
280 z
0
H
W W
270 270 OG
H
260 260
10 m
EXISTING ROUND ELEVATION Scale: F cafe: H: 1 "-100' Drawn by:
V: 1 "=20' J RT
250 250
Sheet: heet: Designed by:
v o co o rn u~ n cc v v, OD O to ~ N N N M CC CA v Co v n n. c~ rn r) r. v n r> ~ M M CA CV f0 (L> CIS JRT
co CO CO cz cr) 00 O O O O O O N N N N N N M M M M M f0 cG M M ch M M M r> M M M M Checked by:
of WWD
577+00 578+00 579+00 580+00 581+00 582+00 583+00 584+00 585+00 586+00 587+00 588+00 ms Proje 61-048 is Project Number: Date:
81-04838-00 JULY 2006
- -

oor 000
66666 !a 666X4% 606 6444 66600000 $600 00 2
0 all 68 X1X a1N2s 2 X2XjIi%X XX
22 IAM XXX 2 22 Be 22772 XX4XXX 62 ARTYXXX It XX
Lee Brick and Tile 1'~1S nos consultants, inc.
engin Deed Sook 108 Pg. 163 engineers, architects, planners
336-B lax I.D. 9645-24-1780-00 Sanfor S Phone: 336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone: [phone]
~~ib Fax: (9 ?-1 Fax: [phone]
www.msconsultants.com
o ~
0
~ ~~dc~~ CLEANQUT 6 AIR RELEASE VALVE 7 57
~ `~S y STA 569+60 STA 575+11 DEFLECT 2 PIPE J~"NTS TO ACHEIWE
Q 00 566+pp NEW FORCE MAIN DIRECTION CHA^~~;; 516+04 m CAR
CENTS" 20' PIPE SEGMENT ~ 567+pp 568+00
WITH STREAM Gl -1 F~" 11
1 - 18" 11 a° BEND 5~5+00 , FM / N ~ ~s S/~5
FM E - • FM ~ 1 569+00 W . FM 570+00 - _ FM 1~= _ . 571+00 STA 573+64 ~ ~ l ~
Z _ ~ Fl1~.~,. R~,. 571+00 Y'~ F E" _ .y
J _ - FM - 572+00 5~a+0o F,~ ~ d'~ 3°~ , ~ ' ~ ~ QS5~..- 4 +p S L
~~'n ~ ~ _ - f soil road 4 yi-M - ~
F~~: ~ , - FM FA ~ ~ , . O
j~~-~--.-~„ _ - - - - _ `5 exact location of existing - - _ ' - _ _ Force Main not known AF7MOR STREAM BANKS W! i-~ 20' Force Main Eas % / t~~ 1 n079 a-
- _ _ . , ' ~ / per Deed Book 359 i C~ r 0<1
0 N 00 o 00000000
RIP RAP AT CROSSING ~ SILT FcP1C~ (TYP)
PERM. DNERSION IPF W! CHECK DAM
C' Steel & Pipe Corporation N Deed Book 459 Pg• 533 ICY OF SANFORD
NORTH CAROLINA
Tax I.D. 9645-13-9744-00 , @ ~7 IMPR 50 0 50 100 200 SANITARY SEWER
MPROVEMENTS PROJECT
Scale: 1" = 100' 11X17 P P e Corporation ( A ER)
FORCE MAIN
310 310 PLAN I PROFILE
r
AIR R LEASE VALVE D BIG BUFFALO WWTP
STA 5 +11
300 300 TO
NE - zoo NEW NORTHVIEW PUMP
STATION
290
~ STA STA 555+00 TO STA 577+00
~ ~ ,~g~
280 ~ ~ 2so
/ , ~
~ r- 'COVER 9NIN. ~v~eT ~ir_ r_cn~ inn
270 270
_0
i
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i a ~ 260 CC
260 ~ Z z W
f 0 °i
~ CLEANO T 6 ~
250 w W
u 250 i od
f
t
1- 11 25° BEND 1 - 11,5° BEND i
240 240 F-
d
m
EXISTING ROUND ELEVATION
Scale: 1- tale: H: V-100' Drawn by:
230 230 V: 1 "=20' J RT
N r r V; M N (e~t co co tf~ ~A co Sheet; co r ~ Co cn L ti w sheet: Designed by:
a00 n ti r ~ C EO t~ 0 ~G A t~ t ~ ~ e~ o C6 L6 a C6 (6 ui M o r: r. ti ti co Co 0) m m w m o> co JRT
N N N N N N N N N N N N N N N N N N N N N N N N N Checked by:
i of WWD
565+00 566+00 567+00 568+00 569+00 570+00 571+00 ?71 +00 572+00 573+00 574+00 ' 575+00 576+00 577+00 ms roec is Project Number: Date:
61-048 61-04838-00 JULY 2006

C'V
000 0006 ~t ne8X0 1 6n 6606
6886 000 660,8004 ~ 1 * SS %4X%
hum Xn11~~~"yxX'X~ X% a, XJ .III NOXXXXXX 181 XR X%X
1
1
ms ms consultants, inc.
engin a ass-s 1 -18" 11 a° BEND ~ Sanfor AIR RELEASE VALVE 6 STA 564+41 ~ j Phone: engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone: [phone]
STA 563+72 ~ Cp Fax: (9 GLEAN(~UT 5 Fax: [phone]
564+00 ~ ~"~"•m STA 560+84 563+00 ~ www.msconsultants.com
562+00 . FM ~:,,v: FM to
-1FI~y - 11
561+00 -9M~_._-~" W \A CA R
NEW FOR 559 JEW FORCE MAfN 560+00 _ FN; 1 FP,~ _ , - _ _ ~ ~ J
000 see
559+00 ~ F6d 1- ~ _ _ _ _ . - - - _ _ _ _ - IPF = ~ _ ~-s
AIR RELEASE VALVE 5 558+00 _ ~ - I--
STA 555+37 557*00 we
Fti~ . s , 20' Force Main Easement (existing) ~
- S EAL B a
- - - ~ ~ per Deed Book 359 Pg. 716
~ 555+00 F~ ' , - soil road s / o, 16" Un 7 9
0 554+00 ~FNI l -FMS l=-- ~
a.. j: a FM N84°33`15"E i 20' WIDE SEWER EASEN6ENT IN~
'ENT r// '
Lee Brick 8c Tile Comaany Deed Book 877 Pg. 67
11
Z ""."m - - - 1 - 71 ~ o
J Plat Cab. 10 Slide 29G - -l Tc1x I.D. 963`~r72-76Ei3-00
U
Q
C~ N S IMPR 50 0 50 100 200 CITY OF SANFORD
NORTH CAROLINA
SANITARY SEWER
MPROVEMENTS PROJECT
Scale: 1" = 100' (11X17 PAPER)
FORCE MAIN
320 - 320 PLAN / PROFILE
B~ 310
BIG BUFFALO WWTP
310 TO
NEV 300 NEW NORTHVIEW PUMP
STATION
300
AIR REIEASE VALVE 5 AIR RELEASE VAL E 6 STA 290 STA 553+00 TO STA 555+00
STA 555+37
E STING GROU D 3' CO ER MIN.
290
•
1 CI~Alfll ITC _ I_
280 J ~ 280
0
L H LL
270 t
270 C
L z W
.r - 0
260 w W
260
250 l 250 i 1W-
M 00
EXISTING ROUND ELEVATION C
Scale: F cafe: H : 1 100' Drawn by:
240 240
V: 1 "=20' J RT
CO l~ r' 1~ <f N eY (O r M O f~ N Sheet: ~ h rJ 40 14 CV C~ O N N CO ~ N heet: Designed by:
co co co co co co co co C6 tSW (6 cp C i M tt) Ph h• CO CO r? ~ P.- Co Co Co CO 00 Co JRT
N N N N N N N N N N N N N V N N N N N N N N N N N N
Checked by:
C of WWD
553+00 554+00 555+00 556+00 557+00 558+00 559+00 9+00 560+00 561+00 562+00 563+00 564+00 565+00 ms Pro1ec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- - -

a pp0
0008 9690X I% j Bi88BOpDa
appop a I Oslo X.1 '11"Iff %tiiiiz% A
s~inz%zx x% t~ #TYXIXX%
ms s consultants, inc.
engin Lee Brick and Tile Co. engineers, architects, planners
0 33&B Deed Book 549 Pg. 2'14 p Sanford 336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone; Phone: [phone]
Fax: (9 Deed Book 993 Pg. 433 ~ ~ ~.m Plat Cab. 8 Siide 32A ~ \ ~ 55 Q Fax; [phone]
www.msconsultants.com \A CA R 0~
20' WIDE SEWER EASEcMENT \ ~ \ ~ ~ g52+00 N
551+00 \ ~ Tax I.D. 9635-94-180%-00 \ -__eIFM
550+00 ~ ~ ~ , flNi _ W
CLEANOUT4 dOUT 4 NEW FORCE MAIN 54g+00 , F~ , . F~P~ \ ~ _ _ ~ , J ca4g+00 FM 1 _ _ _ ` _ _ r
STA 546+50
s'
r~47+00 ~ FMS ~ C~
- _ . -
O ~ , ~ g o M ~ . - ~ Q - i Fti, _ _ - S"' E A L
~ AiR RELEASE VALVE 4 DEFLECT 3 PIPE JOINTS TO ACHEIVE 5,qg+00 DIRECTION CHANfaE 545+00 ~ 1~"M
STA 541+63 ,q V c _ -y
544+00 ,Ft l.-=' N"-s____ 00 542+00 5~3+tl0 _ FM 4 18`079
- C-'~ / / _ ~
M _ _ F t _ _ - ~ :'R-~ GIN~
~ - i FM -~,-~lo FM ~ , FM ~ - 1rM ~ _ , FN'• ~ ~ - - . - - 000 a~
M - F~; : S87°15'58"E _ _ _ _ " ' - - - - ~j
L1J _ _ _ _ _ - - - , _ _ -
N E
U - IPF
f"'
Q
C~ N S IMPR 50 0 50 100 200 CITY OF SANFORD
f NORTH CAROLINA
SANITARY SEINER
MPROVEMENTS PROJECT
Scale: 1" = 100' (11X17.PAPER)
FORCE MAIN
3Q0 300 PLAN / PROFILE
BI 290 BIG BUFFALO WWTP
290 TO
NEV 28~ NEW NORTHVIEW PUMP
STATION
2$0 AIR R LEASE VALVE 4
STA 1+63
STA STA 541 +00 TG STA 553+00
270 ~ - - 2~0
~ ~ COVER MIN. STA 546+;~0 + Fo
A 1811 DIP
260 260
0
c a
i c _ 250 c W
250 U z w
t
0 °
W 240 W
240 OG
230 230 1
a
1 1 m
EXISTING ROUND ELEVATION
F Scale. case: H: 1"=1 00' Drawn by:
230 230 V: V-201 JRT
d' hw co VJ N i~ N h © C3 N N Sheet. I,%- Co co Co m ~t 0) co heet: Designed by:
A e- C6 M 0 C6 N Cv N s- I~ I` r» to CO CO CD co co Cp co CO Q tV M ui C6 (6 r~ V N M Co Co Co Co w Co Co Co tQ h r. h JRT
N N N N N N N N N N N N N V N N N N N N N N N N N N Checked by:
t of ; . WWD
541+00 542+00 543+00 544+00 545+00 546+00 547+00 J+00 548+00 549+00 550+00 551+00 ! 552+00 553+00 ms rd ec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- - - - _

COY 000
0 041, p eg1 ~x . 088800000
0 $2000000 • .a x.x ii~Z EX4 xz
00 1 -18" 45° BEND u N x4x%xxx
c xx
a ~ STA 529+33
~ ~ T
II ~ `---------1 - 18" 45° SEND
ms s consultants, inc.
W ~ STA 529+53 Z engin 336-B Sanford engineers, architects, planners
J ~
336-B Carthage Street
_ ~ w Sanford, North Carolina 27330-4207
Phone: Phone: [phone]
Q ~ 0 Fax: (9 www.m Fax: [phone]
www.msconsultants.com

~ - ~
CAR
~ 1
~ °
~'s M
w
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i I ~ ° w. t EAL i
- o
` ~ - o •
- ~ • ~ / o 1807' else IN~ \0
~ 1 - 18" 45° BEND ~
~ ~ - STA 531+g3 2d' WIDE SEWER EASEMENT
~ -.r ~-NEW FORCE MAIN MQON PERS. ~OVERS~I~~ ~ ~ /
I~z `s~,2xo 533+00 534+00 / 535+00 W/ CHECK DANi PERM. DIVERSION ~ ~
O 536+00 537+pp 538+00 538a~00 W~ CHECK DAM Q /`~j/ 540+00 541 ~ ~ RNi I ~ iBVI _ : ~ . F~ FM ~ FAA ~ : : , , ~ti~ ~ FM Ik\ ~ F~ _ FA. I , Fitt ~ W
I L FM FM ~~I~~• FM ~ FM I , =M 1 Fhlp `TM 1 '
~o ~1~I~11
L__ soil road _--------~5~~~~+~__ _ Z - -
L~o 1 18 45 BEND
- - i-_ - _ V
STA 532+03
~
20' Force Main Ease per Deed Book 3 in Easement (existing) g C' Book 354 Pg. 971 ~O IT'S of SANFORD
ORTH CAROLINA
S IMPR 50 d 50 100 200 SANITARY SEWER
MPROVEMENTS PROJECT
1 ~ . Scale: 1" = 100' (11X17 PAPER)
FORCE MAIN
PLAN 1 PROFILE
2~0 - 27o B~ ~ NEV 2so
BIG BUFFALO WWTP
TO
NEW NORTHVIEW PUMP
2so
STATION
250 ~ STA STA 529+00 TO STA 541+00
250
~ ~ ~~P
- ~
240
-
230
230 C U p
F CL
i y
w
z 220 y
220 0
EXIST NG GROUND 3' CO ER MIN. U
s W L
210 210
8,. p1
u
LLJ
Q
200 200 Scale: H
EXISTING ROUND ELEVATION m
-.ale: H : 1"--100' Drawn by:
V: 1 "=20' JRT
to O) fD t~ CD to CO O aD O CO N C r V. r CV CV M ch tD c~ i• o m o Co r~ cfl i. r.- Sheet: feet: Designed by:
N N N N N N N N N N N N N co o~ ui of Co Co co ri rn ui N N N N N ~ N N N N N Co AT
N Checked by:
529+00 530+00 531+00 532+00 533+00 534+00 535+00 0 of WWD
535+00 536+00 537+00 538+00 539+00 540+00 541+00 ms Projec 61-048 s Project Number: Date:
81-04838-00 J U LY 2008

CDY
OOp 0Q1ya fit 68814X
808808 00110000000° 'I.- '1 ¦ .8 xsX
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i
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m engin 336-B s consultants, inc.
i engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
State of North Carolina Sanfo Phone: Phone: [phone]
Fax: [phone]
Deed Book 781 Pg. 206 Fax: (9 www. Plat Cab. 9 Siide 82B www.msconsultants.com
i
Tax I.D. 9635-55-6564-00
1 -18" 45° BEND
STA 506+11 20' WIDE SEWER EASEMENT AIR RELEASE VALVE 2 ~ STA 513+30 O ~-s S
507+00 508+00 NEW FARCE MAIN
xp0 I 509+00 ~ 510+00 511+00
h~ 512+00 + 513+00 514+00 515+00 516+00 ~ - •
1 - 18" 45° BEND , .:M FM 1~-,::---.-. Ff~li ~ _ Rpn'-"-=- ~,~y}. ~ 51 11~ p
STA 505+91 ~ - - - . - ; FM ~ ~ FM S86~46'~9 E~ ~ _ FM { s . ~I FM ~ „ - S EAL
8 n
u.W ~ sots roaa IPF -I U _ 79
- z _ ~j/ 7 U
ii Z ~ ~ IN~
CLEANOUT1 t I 1
STA 505+20 ~ ~ ~ ~ Q
o o ~ ~
MATCHLINE = STA 505+p0
C+~ N S 50 0 50 100 200 ~~pR Scale: 1" = 100' (11X17 PAPER) CITY OF SANFORD
NORTH CAROLINA
SANITARY SEWER
f MPROVEMENTS PROJECT
FORCE MAIN
310 310 PLAN 1 PROFILE
- Bl 300 BIG BUFFALO WWTP
300 TO
NEV Wit" ~ 290 NEW NORTHVIEW PUMP
STATION
290
~,3~~~o STA -
STA 505+00 TO STA 517+00
3' COVE MIN.
280
_ ~ 2so
- - - - - _ ~
~ ~
ti
CL NOUT 1 EXISTI G GROUND -
270 STA 505+20 270
~ ' ~ 18' D1P
0
CL
260
~ 26a ~
t Z w
~w
250 uJI 250
240 240 ~
t a
10
EXISTING 32ROUND ELEVATION C CO
Scab: F cafe: H : 1 "=100' Drawn by:
230 230 ,
V: 1 "=20' JRT
T7 oD I~ M O C~ M t0 OD GO CO v ri v cc of o ai ui <c n co cc n~ to o m o r m P-, to o Co o N Sheet: heet: Designed by:
m co m co co n i. r. n n n. r~ t~ N N N N N N N N N N N N N ai cD Q tV C6 o t6 t6 h I~- r*- Co Co Co N N Co Xhej f- I- tiff N N N N N N N N N N N N N JRT
Checked by:
505+00 506+00 507+00 508+00 509+00 510+00 511+00 of WWD
511+00 512+00 513+00 514+00 515+00 516+00 517+00 ms Pro1ac is Project Number: Date:
61-048 61-04838-00 JULY 2006
- - - - - - - - - - - - - -

Y 00"t
CB88 r~ 088%/% t 8108 880000 81i800000
XX8 X"0' 1111111 It1 YJX% 18 ,~M~~TYX%%%
1 X%
ms s consultants, inc.
engin Approx. location 6" water line 336-B per Lee County Utility Dept. Sanford engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
MATCHLINE = STA 505+00 Phone: Phone; [phone]
Fax: (9 www.m City of Sanford Fax: [phone] vwuw.msconsultants.com
0
° City of Sanford
Oeed Book 111 Pg. 164
1 - 18" 45° BEND ~ ~Y ~ Deed Book 111 Pg. 164 Tax I.D. 9635-44-7290-00 \
STA495+2& I Tax I.D. 9635-44-7290-00 chain-link fence CA
A9 0~
ti<,, o ~ ~_Ss
1
CHECK DAM \ 1 - 18" X 10" WYE ~ o ~ existing City of Sanford f Sanford lent Plant
Sewa e Treatment Plant Ate` DETERMINE LOCATION IN FIEI[~ I 9 497+00 498+00 ~ a o S EAL
o •
SILT FENCE (NP) 1 - 18" 45° BEND-~ 499+00 500+00 1 - 18" 45° BEND AIF2 RELEASE VALVE 1 - ~ e 8 1 7 9
STA 496+75 , IFM ~ ~ 501 -1 FM . ~ , FM tt t F STA 501+2g STA 502+50
501+ p O %
1 - 18" 45° BEND ~ , F; Y STA 501+71 0 ~i/ r ~ ~ 502+00 303+00 ~
/ ~ NC1°5734„E r.`i~f / / IN~ !F 0
s~~~ 504+00 505 1~¢- ~Q~ , ~
FM ~M { 01IIW
,1.,,,~~ II
CONNECT TO EXISTWG FM WITH - - - - - . _ _
- -AP-PRQPRIATE B~FF~eI road _ - - i - - - - - - (SEE NOTES) -
W IlO,o49-~,E Z
W__~__ fire,hyrant soil road Yr
w - - Q C~ - ~ N S IMPR 50 0 50 100 200
ITT' OF SANFORD
- Q- v
NORTH CAROLINA
gpprox. location 6" water Nne
per Lee County Utility Dept.
SANITARY SEWER
NOTES: CONTRACTOR TO CLEAR A MAX. OF 15' EACH SIDE OF FORCE MAiN
(30' TOTAL) UNLESS SHOWN OTHERWISE. MPROVEMENTS PROJECT
CONTRACTOR TO TIE-IN EXISTING 10" FORCE MAIN AFTER NEW
SYSTEM IS COMPLETE AND CITY OF SANFORD APPROVAL.
Scale: 1" = 100' (11X17 PAPER)
FORCE MAIN
PLAN 1 PROFILE
310 - 310
BI soo N EU 290 STA AIR RELE SE VALVE 1 BIG BUFFALO WWTP
TO
300
NEW NORTHVIEW PUMP
STATION
290
STA 495+00 TO STA 505+00
280 280
X. 10" F.M. EXISTING GROUND ID TCOVER MIN.
270 - 270
U"
I-
i
i H 260 Z
UP 260 Z w
O 0
H
W w
250 ~ 250
NOTE FOF<:.E'~:^ 1ALL HA E POSITIVE GRADE (MIN. O 0.0025 FT/FT }
FF.:' ' r: iSTiK , DISTRI UTION T EX. 10" FORCE MAIN TIE-IN (STF_ 477 11 T~ STA 49 +00). LIJ
240 240 Scale: 1-
i m
EXISTING ROUND ELEVATION
cale: H: V-100, Drawn by:
V: 1 "=20' J RT
23 230
Sheet: heet: Designed by:
n cn o o rn di• c~ ncv n ti cti co n co v ai ao Sri ~ u~ ~ u~ co m co ~ co to N N N N N N N N N N N N 495+00 496+00 497+00 498+00 499+00 500+00 50 o i. r~ ao oc Co m JRT
cno °DO ~ n n m m m 9 N N N N N N tV N N Checked by:
of WWD
501+00 502+00 503+00 504+00 505+00 ms PfOj@ 61-048 is Project Number: Date:
61-04838-00 JULY 2006
wpm=
- - - -

COY 0000/ 08 /
X6 0 818,806 4000084g0000 g
iii40 a / X4X
/ / Is XXXX.XXX .11.'1 XXXXXX t~~RTYXXX 0 XX
IV
ms ms consultants, inc.
00 engin existing "Aeration Basin" 336-B Sanford engineers, architects, planners
~hx
336-B Carthage Street
D~ Sanford, North Carolina 27330-4207
,~P Phone: Phone: [phone]
Fax: (91 Fax. [phone]
www.m CLEAR ALL TREESBETWEEN'i'; www.msconsultants.com
~ ~
G~
P~ ' e~` g
, 8s"o ~ o FORCE MAIN ; x~~y ~ THE EX. FENr
s~~~ S7A 487+70 TO STA 496+65 ~ ~-s S
0 s
s s S EAL .
,i o v
s 1 8U 1
_ ,t~~ AB~x p~ _1 - 18" 45° BEND / s ~ ~ ~
STA 487+59 °i ~ ~ f'

rn r .4 IN 01
~a asa+oo 4ss+oo aso+oo ~t '~i/ 491+00 492+00 493+00 X94+00 4g ~
~M _ I FM FM FM ~yl ~r, - E' F~Yi ' ~ FMi P {=1U . ~ :M . ~ , FM _ : - FM II
k- k- k- S- k- k- ~ ~C- k-k- k- k- k- Ot- ~C SILT FENCE (TYP) CHECK DAM ~-~C-~=~it- k-iC-iC-OC-x-fit z
TYP ~ y J ( ) Z
~ CITY OF SANFORD
CLEAR ON NOTES: G~ ` R ACTOR TO COORDINATE LEAR ONLY TO PROPERTY LINE LAY FORCE MAiN 10 OFF ¢ CI PROPERTYLWE N :":~~NATE WITii ATLANTIC- WESTERN s :ORKWG IN THEIR R1W. ATLANTIC-
NORTH CAROLINA
SANITARY SEWER
RRIl.20AD PRIOR TO 1rVORKWG
WESTERN'S CONTRACTOR WILL TOR WILL REINSTALL RAILWAY BED IMPR SPECIFICATIONS FOR MORE INFORMATION. MPROVEMENTS PROJECT
AFTER OPEN CUT. SEE SPECIFI CONTRACTOR TO CLEAR AMA (30' TOTAL) UNLESS SHOWN OT 290
~R AMAX. OF T5' EACH SIDE OF FORCE MAIN 50 0 50 100 200
TOWN OTHERWISE.
Scale: 7" = 100' (11X17 PAPER) FORCE MAIN
290 PLAN / PROFILE
BI 2ao BIG BUFFALO WWTP
280 TO
NEV 2~0 NEW NORTHVIEW PUMP
STATION
270
STA STA 485+0p To STA 495+00
260 260
i
r 'COVER MIN. _
C1CI.7111V17 VKVUIVU i
250 4' VER IN. INSIDE ATLANTIC WES ERN R!W / - - _ _ - - 250
STA. 48 +80 TO STA. 4 8+10 ~ - - ~ ~
0
DIP F-
240 - 240 Z O
U) Z w
0 °
H
230 W 230 W
NO`{ E: FORCE MAINS ALL HAVE PO I . I`1E GRADE MIN. OF 0.002 FT/FT )
FROM EXISTIN DIS7RIBUTIO : "'_-~X TO EX. 0" FORCE MAI TIE-IN
STA 477+11 7 STA 499+00). 220 Scale: I210
220
CO
EXISTING ROUND ELEVATION
cafe: H: 1 "-100' Drawn by:
210 V: 1 "-20' JRT
` O M [O O ~ O CO O ~Y st V f0 M O N CO N M M h Sheet: heet: Designed by:
4 4 V- U) ~ CC O I*- I~ O> ci N N N N N N N N 485+00 486+00 487+00 488+00 489+00 490+00 Qp 06 oi JRT
N N N N ~ N N N N N Checked by:
of WWD
i 491+00 492+00 493+00 494+00 495+00 fT1S PPOj2 61-048 is Project Number: Date:
61-04838-00 JULY 2006
-

tlOtl 00008 Mr
BX%AX X 08808 888000tl 8800000 9;0;00 e
A 4X XXXXXX M11101X1%XXXX
8X81 as i///8%XXXXX XBf., X"XXX 88 ARTYXXX 88 %X
CONTRACTOR TO REMOVE SECURITY FEN IRITY FENCE A.T
TOE OF BERM ONCE NEW FENCE IS INSTA ,4PPROXIMATELY 1,100 LINEAR FEET IS INSTALLED.
EET
STA 477+00
N = 653,534.8932 ms ms consultants, inc.
E = 1,933,689.5863 engin 336-B Sanford engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone: Phone: [phone]
Fax: (9 1 - 18" 45° BEND ~.m 81+00 482+00 ~-STA 482+53 Fax: [phone]
www.msconsultants.com
COfVNECT TO EXISTWG 24" WALL PIPE
STA 477+11 S 49°07'28"E 478+00 479+00 480+00 481+00
(SEE NOTE) ~/~~1 - 18" 45° BEND
FM . . ~ : FM ~ ` ; FM ~ STA 482+73
S MH 31 ~5 4`'42.."EM.~.~~ FM FM ~ _ ; Fh1 "r N :::°22:.4"~ IFM 1 F: CAR
STA 477+28 NEW FORCE NIAW
~ _ __.v^.~--- -o--., w ~'s O~ 141 S
°o
o • S EAL
1 - 18" 11 4 BEND INSTALL I1'W FORCE MAIN WITF`. INSTALL ~l~°arV FORCE 70' OFF F'OWER LINES - - o
STA477+g~ q h;;~. ;Z47~lON OF 4 FEE..:?CM ROM COORQIN.~~~E WITH POWER CC)MPANY f , , _ 1 0 7 9N
EXI;; fING :.6" FORCE MAIN ~
/ \ 'IV
/ S'y, OVOIN
CONTRACTOR TO INSTALL NEW SECURITY FENCE AROUND
TOP OF EARTHERN BERM FMS DIRECTED BY CITY OF CONTRACTOR Td COORDI SANFORD. APPROXIMATELY 1,300 LINEAR FEET RELOCATION OF UNDERG UTILITIES AS NEEDED. COORDINATE
UNDERGROUND cnT o
DED. o
~ NOTE3: CONTRACTOR TO COORDINATE WITH ATLANTIC- WESTERN
RAILROAD PRIOR TO WORKfNG fN THEIR RNV. ATLANTIC a~o~',,~ WESTERN'S CONTRACTOR WILL REINSTALL RAILWAY BED
rti~ AFTER OPEN CUT. SEE SPECIFICATIONS FOR MORE INFORMATION.
CONTRACTOR TO CLEAR AMAX. OF 15' EACH SIDE OF FORCE MAIN C'' (30' TOTAL) UNLESS SHOWN OTHERWISE. CITY OF SANFORD
N A NORTH CAROLINA
Z
MATCHLIN~ = STA 485+00 $ IMPR so o so goo zoo SANITARY SEWED
MPROVEMENTS PROJECT
Scale: 1" = 100' (11X17 PAPER)
FORCE MAIN
280 280 PLAN I PROFILE
BI 270 BIG BUFFALO WWTP
270 TO
NEV 0 NEW NO HVIEW PUMP
a STATION
0
260 - ~ 26o STA Q
STA 477+00 TO STA 485+00
250 250
n,~ 4' CbVER MIN.
~INSIDEA LANTIC WE:>T RN RNV c-rn nog onrn -rn no l.~n
EXISTI G GROUND ~ 1?V I u v v V • ?V v
240 EXI 3' COVER IN. - 240
~ 230 z z _O
H
EXISTIN DISTRIBUTlO BOX CL
230 CONNECT TO EX. 24" OPENING z W
0 °
18 .F. - 24" DIP 1.0% / , ~ 18 H
W
220 - 220 W
NOTE: F RCE M1Aiii`1 SH LL F° '~JE POS TIVE GRADE (:rOF 0.0025 T/FT )
FROM EXISTING D10 "I ;IBUTIO BOAC TO EX. 11.1 FARCE MAIN TIE-IN (S7A
210 477+11 TO STA 99+C~,). 210 F
S MIA 31
S A 477+29
RI ELEV = 218. EXISTING ROUND ELEV TION
IN IN ELEV = -213.0 IN OUT ELEV =,-212.5 Scale: l- ,cafe: H: 1"--100' Drawn by:
200 200 V: 1 "=20' J RT
O T7 M N CO ~ M d r Sheet: u~ c~ v o ~ u~ o ,heet: Designed by:
co W O O 6> iNf> O ~ CO CV CO M M M M el' M et mil' V' ~t a' JRT
N N N 04 04 N N N N N N N N N N N Nd' N N Checked by:
of WWD
477+00 478+00 479+00 480+00 487+00 a 482+00 483+00 484+00 485+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- -

oon a t
ocoe p gae%+X i Is100 000
606000/ tt I e X1% t ~%\~t Xte~~Xk% XX
\ tt Il1i1; XX
~bran~h . I UARTYXXX I XX
i1-~- edge edge of Wetlands -
Area "TA"
(con ' (continue to NW)
Neolia C. ?erkinson ms
ms consultants, inc.
Deed Book 298 Pg. 679 engin Plpt Cab. ~ Slide 62 336-B Sanford engineers, architects, planners
edge of Wetlands 336-B Carthage Street
Area "T1" to "T80" Sanford, North Carolina 27330-4207
Phone. Tax I.D. 9645-50-2753-00 Fax: (9 www.m ~ Phone: [phone]
Fax: [phone] www.msconsultants.com
k
k\
~ ' ~21gfQ~ ~`k'~
CA
~ edge of Wetlands SILT FENCE {TYP) - Area "T1" to "T80° ~
0 ~~_Ss *Are
J~.F~~ k~k
SS MH 30 h~ ~ / gS ~ `~'k STA 216+40 °o~ ~~5 ° ~ - "52S'1? SS `x`k~o
i : ~ . SEAL
\
L
180
GIN
Go 00
r
40' WIDE CONSTRUCTION ESMT ro )N ESMT ~ ~~k ~~j
SS MH 30 ~S Q
STA 205+48 - ?~Jxp~ x\~ O
'!S'S tae O
~k n ~ N ~~.g 2¢23 ~ S`S ° 21 g ~
American Cyanamid Company
NEW GRAVITY SEWER ~jj
D.B. 522 Pg. 13 I/
Z C~ z N ~U CITY OF SANFORD
Plat Cab. 8 Slide 8-8D ~

Tax I.D. 9644-59-6148--00 NORTH CAROLINA
s IMPR 50 0 50 100 200 SANITARY SEINER
MPROVEMENTS PROJECT
\ Scale: 1" = 100' (11X1.7 PAPER) GRAVITY SEWER
PLAN I PROFILE
SS M 300 SS MAN HOLE 13 (STA 43+55)
TO
300
WYETH PROPERTY
STA ~ ~ i STA 210+00 TO STA 216+40

290 290
i
365 L. . M
0.60° CL
280 8" DI 280 y
425 L.F ~ Z z w
0.60°0 0 °
SS MH 3 8" DIP y
STA 216 40
RIM ELE = 293.50
V TA 212+75 W W
IM ELEV = 293.50 ~
NV IN ELEV = 79.27
NV OUT ELEV 279.17
270 270 h~-
d
m
Scale: Sheet: kale: H: 1"=100' Drawn by:
V: 1"-10' JRT
U) o 0 0o n ci c ~ o ui iri ao ri C6 oi C; ?heet: Designed by:
o~ rn a) co co co a) N N N N N N N N N Co Co Co N N N JRT
Checked by:
of WWD
216+00 215+00 214+00 213+00 212+00 211+00 210+00 ms Projec
is Project Number: Date:
61-04 - 61-04838-00 JULY 2006
-

40V 484
0 O48B 86IX 8X ~ 4848884 884884484
\ ~ f~ ~ 4ji/U04¦99 ¦ ¦ XIX ¦*I I a X¦~10 om XX
rn S XX¦X%xX XX X%X
~ cn as xx
a ,
\ D Neolia C. Perkinson DETENTfON POND / ~ 3
Deed Book 298 Pg. 679 \ ~ \ d ~ a 1115 nos consultants, "inc.
engineers, architects, planners
Plat Cab. 1 Siide 62 \ \ ~ ~ 3 = o° ~ engin ~ x ~ y 336-B e~{ge of Wetlands ~ Sanfor /area °T1" to "T80'~ .~/x
336-8 Carthage Street
Tax I.D. 9645-50-2753-00 \ Sanford, North Carolina 27330-4207
W Phone: Phone: [phone]
. k Fax: (9 ~x0~ N Fax: [phone]
www.msconsultants.com
\
b Cr inch 1~ rk(S~°v; ~ ~ o x
UAR
~ yy \ S SS NiH 13 i ~
\ -x~.-x_-~ 2p2xp0 STA 43+55 ~ `_x-_\~ix ~ STA 200+00 N x \
Y , SILT FENCE (TYP) Wig---x 2p3~ ~ ~
S EAL
O brpry .r~,~ f ~ 40' WIDE CONSTRUCTION ESM~ ~ ,~---x'`
N ~ _ _ SS ~ 31 O7 ~p \ SS MH 29 x
Q k~x~g---x x x x 2~5+~~~ , , ~ F STA 202+18 ,P ~ L e 18 0"' 7 9
1- x. ~ , ~ _..--x-- x-""x 206+00 ~ ~ , $ ~ NEW GRAVITY SEWER OUTFALI ,
00 x--_.8-~ _ ~--x---x_--- x 207+00 r ry / \ . ~~-(SEE SHEET 7) ~ ~ ~ y /GIN
a
Z SS " ~ SS . 209+p0 x~ k x 208+00 , SS SS ~ ~ o 1_ SS - ~g _ ~ - ` l S35°27'37, , v
~ SS MH 30
U ~ STA 205+48
E-- / ~i rIe iC ~ p
~Q NEW GRAVITY SEWER SSMH31
STA 208+ / x ~
o
CITY OF SANFORD
~ °
' j / N ~N \ x v NORTH CAROLINA
\ N x S ~I IMPR SANITARY SEWER
MPROVEMENTS PROJECT
50 0 50 100 200 \ $ ~ \
~ \ ¦ ~
GRAVITY SEWER
Scale: 1" = 100' (11X17 PAPER)
PLAN / PROFILE
300 300
SS M _ V 290 STA SS MANHOLE 13 (STA 43+55)
TO
WYETH PROPERTY
290
STA 200+00 TO STA 210+00
~ ~ EXISTING GR UND
280 ~ 280
z
_ i 0.60°0 218 L. 0
30 L.F.
Zj W
SSMH31
STA 208+50 8" DIP y 0.60°
RIM ELEV = 12 1 91.00 SS MH 30
INV IN ELEV 276.62 STA 205+48 270 INV OUT EL = 276.52 - 8" DI i W
INV IN ELEV = 274.71 S MH 29 •270 Q; A 02+18
INV OUT EL V = 274.61 R M ELEV = 281. 0
VIN ELEV = 272.63
V OUT ELEV = 72.53 SS MH 13
STA 200+00 RIM ELEV = 278.50 F-^
INV IN ELEV (24") = 269.82 INV IN ELEV (8") = 271.22
INV OUT EIEV = 269.72 m
Scale: 1- ~cale: H: 1 "=100' Drawn by:
V: 1 " 10' J RT
260 260
Sheet: sheet: Designed by:
00 ~ i. ao ~ rn n Un co m ~ f~ OD CO f~ M Co O ~ M O r O G9 th I~ CO tC tf> to JRT
CO 00 co co co co co co co co co N N N N N N N N N N N N OD Co Co M P f~ I~ N N N N N N N N N N Checked by:
of WWD
210+00 209+00 208+00 207+00 206+00 205+00 204+00 203+00 202+00 201+00 200+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
-

A \ ~ 1 a ~ r
DO~bY
INN i 1e" 468510 00
r an`°00e 10 X4X i~iiiQ zeQax. xz 44124m x x
N y r'1W ' ~ a~ 11~rrSXX7YS6XIlxx%~XXx~ ~MXXX
.o~
~G~ ~X ~ ~ ~
I °a ~ ~ EX. NORTHVIEW PUMP STATION
J \ \ c~5 {TO BE TAkCEN OUT OF SERVICE - BY OTHERS)
~ -n ~ ~ ms ms consultants, inc.
~n s o engine engineers, architects, planners
NEW GRAVITY SEWER OUTFACE s°'
(SEE SHEET 4j ~ i ~ ~ ro 336-B C o~ s6 336-B Carthage Street
~ ~co~°6 ~ Sanford ~ ~ , Phone: ro ° ~ ~ Sanford, North Carolina 27330-4207 Phone; [phone]
L,__.__---~ N \ ~ ~ > + V~ Fax: (91 Fax; [phone]
www.msconsultants.com
- ~ q ` CQ: CT TO EXI'S ~s 3 MH
~ ~ PLACE ILQSIGNS ST E1NOTE Noble Oil Services, Inc.
> ~ ~ rn a (SECT 4.7~OF NSCE-8 ~ ` t ~ Deed Book 708 Pg. 129
~ ' / ~ Q o 2' OUTSIDE RR RNV ~ (D p l T ~ //l/
x AFB ~ _ STREAM L. ; v a \ c1~ Lot 6, P.C. 1 Slide 395 CA
n ~ . ~ RIF= L~' ~\T CROSSI's3 ` N
~ \ \ \ ` SsMH Tax I.D. 9645-45-8372-00 ~
i ! :?R 20' PIPE SEGMENT \n Rirn 272.02' ~ ~'s S
\ .STREAM GIL ~ \ ~ I.E. in 262.1' ~
~ ~ I.E:. out 261.7' o ~ BEGIFt Fa'':~FZE- °~o\ \`"o~,~ \ (force main v'~sible)
6 S EAL
SS MH 2 ~ x 1 / v ~ STA 102 ~ 62 o 'y
STA 4+75 v, / * ~ L1'~~ \ 01 pp ~ y,~B~~\ END BORE f 1 0 7 9' 8
S ' ` ~ \ \ ~ STA 103+42
INt
Nj ~ ~ \ J'~JS\
• f SILT FENCE (T`'(P)~
ci \ MH 28 \ \ > STA102+29 ~ \___~~;pProx. location Sanitary

t i-'V'CR ':V,-Y ZE ct~'~ Sewer Esm't. per Plat
,f - % 'C ~ ~0 L.F. ~ `rc7 \ Cab. 16 Slide 66-75
?S ~ 90° ANGLE OF CROSSING \ ~s ~ \ ~
~i
N~ . - / o p ~ ~
o ti ~ i~ NEW GRAVITY SEWER OU tFA~L \
~ ~ \ NOTE: ~Y CITY OF SA FORD TCONTRACTOR O~ CONSTRUCT TEM ORARY AL CI ~ 40' WIDE CONSTRUCTIOF' :~~~AT \ CITY OF SANFORD
J~ BYPASS IN MANHOLE TO MAWTAIN FLOW TO P.S. DURING TIE-IN. NO NORTH CAROLINA
~ \ ~ CONTRACTOR TO PLUG END OF EX. 18" OUTLET WITH CONCRETE RFTER
\ ~ ~ TIE-IN IS COMPLETE AND APPROVED BY CITY OF SANFORD.
SANITARY SEWER
a , / ~ ,n ~7l ~ ~ ~9qp IMPR X96 ^ce^o{
MPROVEMENTS PROJECT
~o0x1. ~ r
l
_ . ~ / QaJAP^o' VR/'1 \ Pi's . GRAVITY SEWER OUTFALL
5 Q n 0~~ 50 100 200
PLAN / PROFILE
290 - 290
Scale: 1" = 100' (11X17 PAPER)
SS M EX. SS MANHOLE 2 (STA 4+75)
TO
EX. NORTHVIEW PIMP
STATION
280
280 STA Y STA 100+00 TO STA 103+77
Y W W
W W
O O
LL
LL
~ co
\ J W EXI TING GROUND J
270 270
J J
0
0-
I y
z W
1 I 0
J
J 22 229 L.F. 6.195% y
f0. 0.30% 260 W
260 14 L.F. EX. H ~ W
i 18 18" DIP ~ C9
STA 03+77
SS MH 28 RIM LEV = 272.02
SS MH 2 - ST 102+29 INV UT ELEV = 261.70
STA 100+00 RI ELEV = 272.0 =~69 259.02 IN OUT ELEV = 2 30.20 RAILWAY BORE ?59.52
INV IN ELE (24") = 259.02
INV IN ELE (18") = 259.52 v
INV OUT EL V = 258.52 1.52
m
Scale: t 2 cafe: H: 1"--100' Drawn by:
250 50 V: V" 10' JRT
, o v rn v ai r~ o) CD 114" Co ~ Sheet: rl: ao ~ ao c ci heet: Designed by:
co to N N N co m co co I,-- Co N N N N N N JRT
Checked by:
of WWD
100+00 101+0( 101+00 102+00 103+00 ms Projec
is Project Number: Date:
61-Q48 61-04888-00 JULY 2006
- - - -

l 1
t ~
r ~ 844 00 08 00 am 4x i 88,411,
~ 4..'08144 ~ii00 1
~ Wetlands Area 'Gi~9R x.li~~XXxXX
~ "A900" to "A919" ~ ~ ii~~ivzz x as xx
Approx. location 6" water line ~ ~ o ~ per Lee County Utility Dept. ~ ~
Thomas E. Barrett \ ~ ~ ~ / t
Cherokee Land Company, LLC
D.B. 439 pg. 524
4 D.B. 695 Pg. 516 1'nS ms consultants, inc.
\ ~ ~ i r 1 ~ engin 7 ~ ~ l'~ ~ Tax I.D. 9644--87-9982-00 engineers, architects, planners
Tax I.D. 9644-89-5369-00 ~j \ ~ City of Sanford S~ D.B. 357 Pg. 567
\ ,~~,~„y~ Tax t.D. 9644-88-3136-00 36-I00 ~ ~ F 1' ~ Sanfor ~l ~ ~ ,i f ~ Phone: 336-B Carthage Street
Sanford, North Carolina 27330-4207
0 Phone: [phone]
Q ~ Q~ ~ SSMH26 .G.--l .l' ~ j Fax: (9 SSMH27 .y ~i-~tle Fax: [phone]
www.msconsultants.com
c .r• ~ TA 86+63 ~ 4
i ~ ~ ~ ~ SSMH25 ~ ~ ~ ~y ~
Q ^ ~ r, ~ ~ `f \ ` \ °n . ~`~"4._,,,. ~ ~ STA 84+65 _ SS $6+00
'SS ~vV us 8 SSMH ~f ~
-r r' ~ ^ T IN BORE \ \ o ~ ~ ~ SS rEND BORE y y~ xOp 5 c S01 ' ~ s V ~ ~ -r ,_,i'J`y STA 82+38 ~ ~ ~ / STA 83+18 g5 , = V4~' ~ \
~x0 Rim 289.72' ~ \
~'~3~,0^ ~ I.E. in 280.9' j~ ~
f.y' 40' WIDE CONSTRUCTION ~ ~ --84+00 t cam. I.E: out 280.8' ` "yc''+ ~
i_ EASEMENT 82+00 ~ g$ _ $S . _ P 5` ; . ~ ~ S01°25'57K~ i ump : ~tion
_SS , ~ ~
~ gravel drive S EAL
0 S ~ ~ ~
81x0 - SS MH 24 0, ~ ~ ~ ~ - - - - - 18 0 7 9"
rs STA 81+88 ~ O C~ =p~ NEW ROADWAY BORE "~a o\
NEW GRAVITY SEWER OUTFACE
-COR~~~~;CT TO EXISTING MH ~ IN
80 L.F. ~~-o REMOVE EX. FENCE ON STA L~+43 l ~ (SEE NOTE) ~ F ~ EX. LITTLE BUFFALO CREEK P~JMP STATION 114~ <1 11 000
4. NORTH SIDE OF NEW FENCE
SECTION
0
N~ JVI Development il, Inc. \ \ (TO BE TAKEN OUT OF SERVICE - BY OTHERS) ~`--,re ~ ~
„y NEW 8' WIDE GRAVEL \ ,j~ e,J~.
~ D.B. 654 Pg. 359 DRIVEWAY TO P.S. NEW SECURITY FENCE W/ GATE ~ ~ ~ ~
p \ ~ \ (MAINTAIN THROUGHOUT (GATE SHALL BE SIM!'AR °,"O EX,) ~ ~ i~
p Tract 2, P.C. 9 Slide 10D CONSTRUCTION) (CONSTRUCT AT SAPi?~ Tif~a;r~ EX. FENCE IS DEiMOL15HED) ~ ,l ~ I' ~ r
O
Tax I.D. 9644-.55-1546-00 I~ C1 orge W. Riddle CITY of SANFORD
George W.
N 3. 610 Pg. 976 NOTE: TIE-W TO BE MADE AFTER NEW SYSTEM IS COMPLETE AND APPROVAL NORTH CAROLINA
/ Qro ~6~ D.B. 610 P eo~o 9'~~~de ~ Plat Cab. 8 S / OeJ~Q\o~Gob' Tax I.D. 9644-7
;ab. 8 Slide 81-G BY CITY QF SANFORD. CONTRACTOR TO CONSTRUCT TEMPORARY ~ BYPASS IN MANHOLE TO MAINTAIN FLOW TO P.S. DURING TIE-IN. 9644-77-9943-00 CONTRACTOR TO PLUG END OF EX. 18" OUTLET WITH CONCRETE AFTER ~MPR TIE-IN IS COMPLETE AND APPROVED BY CITY QF SANFORD. SANITARY SEWER
MPROVEMENTS PROJECT

~ ~ GRA 50 0 50 100. 200 GRAVITY SEWER OUTFALL
PLAN / PROFILE
Scale: 1" = 100' (11X17 PAPER)
1 300 NEW NORTHVIEW
PUMP STATION
300
TO
0 a
0 E NHOLE VENT EX. LITTLE BUFFALO
w E EVATION = 29 .0 PUMP STATION
m S LED MANHOL TOP TOP
S ALED MANHO E TOP ~
STA 80+00 TO 87+43
a SEAL 290 -SEALED ANHOLE TOP S LED MANHO E TOP
l
~ 290
i, ~ EXI TING GROUN
~ i \
i
EX.
WATER
103 L.F. 125 L.F. WE s°io 1811 280 y 18" DIP ~ SS MH E y 0
H CL
74 L.F.
280 0.97 8°0
z W
;0.5 0 18" DIP 0 °
18IP
TA 87+66 MH 26 RIM ELE = 289.72
LSJ MH 26 + iNV IN E EV = 280.90 W W
RI ELEV = 2 1 ELEV = 290.0 INV OUT ELEV = 280.80 ~
S MH 24 IN IN ELEV IN ELEV = 27),35
STA + ROADW Y BORE IN OUT ELE' 'OUT ELEV = 79.25
RI ELEV = 290.0 MH 2
IN IN ELEV = 277.13 STA 84+65
IN OUT ELEV = 76.63 RIM ELE = 290.00 W
270 INV IN E EV = 278.83 AH2 270 D
INV OUT ELEV = 278.73 NA 3
RIM ELE = 290.00
EXISTING ROUND ELEVATION INV IN E EV = 280.18 C m
INV OUT ELEV = 280.08 Scale: H cafe: H: 1"--100' Drawn by:
V: 1"=10' JRT
CO N CO O M co co f~ tf) co p) Sheet: heet: Designed by:
L6 C6 rl.: t-4 L6 (6 L6 Co u") C6 C6 Cd JRT
N N N N N N N N N N N N 00 00 00 Co N N N N
Checked by:
C of WWD
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 ms Projec is Project Number: Date:
61 -048 61-04838-00 JULY 2006

~ ~ > 'COY ~t
BX I% ~ a e 0e ebee00n00 0 008 eto00g0
~ ~ ~ °i05 e 49 {=i=iii x{Zi~~i xxxA XXX
Thomas E. Barrett tX{] XXIXXx {tiP~WTY%XX 66 xx
T"''~ D.B. 439 pg. 524
/i'~, { i - , Tax I.D. 9644-89-5369-00
fir, ~ ms consultants, Inc.
~ ~ ~ ~ engin ~ ~ti ~ ~ ~ e J 336-B Sanford engineers, architects, planners
~J "a 336-B Carthage Street
Wetlands Area 4 ~ Sanford, North Carolina 27330-4207
~ ti.I' ~`-~~J-,-,--'_°~ ~ C,~-~ Phone: ~ ~ ~ Phone: [phone]
rn „N1„ t~ "N6» C' "fir, \ Fax: [phone] www.msconsultants.com
~
ate' o -r-~-r ~ f
~ Wetlands Area / ~ ~ D
~ -1 r °~a8oo~° to "A860°
.r / n A
~y~~
o 40' WIDE CONSTRUCTION ~ r
~ EASEMENT ~ g0 Z
~ M +
f"' 69+00 70+00 gS , _ SS 77+p0 S'~ea~,a C TH 8 SS - . , ~mP ~ ~ 1 WI -CENTER 20' f'IF°A SEGMENT 78+00 _ SS
WITH STREAM C/L / ~ 77+~ ~ t - . ' $S S24°46'33"E 11 ~W N a S EAL
II SS r: S S24°20'01"E SS ! \ s . - ,
~s+oo ~S ss ~ ~ ~ ~ e 80 9 1 7
W S11 °1544',, $S _ . _ o~ .
Z SS MH 21 :iS ~ ~ 74+p0 7y+00 ~_r S~ gG/'''3 ~:,'`c ~ SS MH 23 0~ - % S~ _ ~ p i C~
U STA 70+68 i ~ dS IDS
N
F- ~ SS MH 22 STA74+28 ~ JVI Development II, Inc.
Q
NEW GRAVITY SEWER OUTFACE ARMOR STREAM BANKS W/ RIP RAP AT CROSSING
SILT FENCE TYP D.B. 691 Pg. 551
Wetlands Area t ) /
"M1" to "M15" P.G 9 Slide 10D
John C. Clark &
JVI Development II, inc• Tax I.D. 9644-88-0891-00
Nancy C. Clark
U.B. 842 Pg. 285 C' lax I.D. 9644-78-3676-00 I N / .c CITY of SANFORD
D.B. 232 Pg. 196
NORTH CAROLINA
Tax I.D. 9644-79-5557-00
~ a s / ~ - SANITARY SEWER
Mead ws, P~°c16H IMPR pevrae b ~j S1ide MPROVEMENTS PROJECT
p~a~ CQ
/ S0 0 50 100 / 00
/ ` GRA Scale: 1" = 100' (11X17 PAPER) GRAVITY SEWER OUTFALL
PLAN l PROFILE
NEW NORTHVIEW
PUMP STATION
300 300
TO
E MANHOL VENT EX. LITTLE BUFFALO
ELEVATI N = 292.2 PUMP STATION
STA 6P+00 To STA 80+00
290 290
EALED MANH LE TOP
SEALED MANHOLE TOP
EXISTING GR UND
0
H
CL
280 280 y / 400 L.F. O Yr C
z W
3 0 L.F. 0 °i
360 F.
300 L.F. .,14% 0.14°% o H
0.1
0.14% 24" DIP W W
24" 31P
24" DIP
SS MH 23
SS H 21 S MH 22 STA 77+88 TA 74+2g RIM ELEV = 87.50
ST 70+68 IM EI.EV = 284,50 INV W ELEV 276.07 ELEV 75:47
270 - = INV OUT EL V = 275.97 270 1 V OUT ELEV 275.37
INV IN ELEV = 274.87
INV OUT ELEV = 2 4.77
EXISTING ROUND ELEVATION t~l
Scale: Io 0 M M M ti rl- Co M ~o Co ~o Sheet: ?cale: H: 1"=100f Drawn by:
V: 1"=10' JRT
M N cr) et M co tp M CO O CY O V-: C C : e' CV C01 CV M CV ~ C ?heet: Designed by:
co co 00 co co co co CO co co 00 00 co N N N N N N N N N N N N N Co 6 v-: C6 C6 vi C6 C6 CY5 oi 00 N N Co Co Co N N N Co Co N N N ~ N JRT
Checked by:
of WWD
68+00 69+00 70+00 71+00 72+00 73+00 74+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 ms Proje 61-04 - - - -
is Project Number: Date:
61-04838-00 JULY 2006

tltlQy 000® b
( 4 n 0 aanao r ooao osao r rr 41
i c r~M~~~ IRaspXXXX% r r nRasp xz xxx r r 1-1-m- 1 xx
w f11RMXX XX
t E E F I > , > E ~ a ~
a o 0 a a a a ~ John C. Clark 8c
Wetlands Area ~ ~ I o 0 0
A1" to "A16" ~ G~ ~ o
p ~ ~ ~ ~ ~ Ncincy C. Clark ai ms
s consultants, inc.
~ D.B. 232 Pg. 196 engin ~ n Tax I.D. 9644-79-5557-00 336-8 engineers, architects, planners
L 336-B Carthage Street
D ~ Sanfor ~ ~ ~ ~ Phone: Sanford, North Carolina 27330-4207
a headwall ~ ~ Phone: [phone]
~ headwall o headwall ~ ~ Fax: (9 I www.m Fax: [phone]
o+ ~ ~ www.msconsultants.com
O ~
~ 60' 1NIDE CONSTRUCTION EASEMENT ~-a ~ T ~ - I -
4j~ creek _ ~ ~ui~grt _ a~~ a ~ ~ i ~ 4 {
~ ~ ~ ~
~ SILT FENCE (TYP) ~C~ ~ ~ ~ ~ I ~ ~1 Wetlands Area A Ro
0 Jlr~x ~ r a U sW P3ZOIDALDI~ H ~ \
l n / ~ ~ ( EP~~ 3JR X40'-~V16tE CON^~Tr'!-:' cr.~€A EMENT ac, P~~ - o ~-s S14
~ ~k BEGEN BORE n' -°o EN BORE o = ~ ~
~V SS : \~k~ SI~A 60+28 p ~ ST 61 +08 ? 3% SLOPE ~ t
r. k~ ~ v CLASS (hZiP RA~~ , k ~ a, BEGR~~I P~~. gwf~_ ~o
SEAL
SS . S9%~~.:. k it-x-x ~ .z.. x x- k~ STA ~1+94 ~ v ~ STA ~a4+54~ ~ e~~0~'~.~ ~ e ~ OO . _e 18079
ass _
0 60+00 +Q~ I 62t~
+ ~ S ~5+0~ i~`/
~ S47°5339 E y I °o'.~~ c. ~ ~ a 'S?" i
SS MH 17 t ~Qo~ Q ~ F ~ ~ ~ SS MH 19 I ~ ~ 68 ~ /
STA 59+78 ~ ~ o o -o STA 64+61) ~
\~ce ~o p ( ~
MH 1 '~i \ ~ ~ ( NEW GRAVITY SEWER OUTFAIL Z~ NEW ROACIWAY BOR ~JI SS MH 20 v
STA 61+1,1~ SAW CU71 260 L.F. ~ STA 67+68 r a a
NEW ROADWAY BORE ~ CONC. I ~ a V
80 L.F. SWALE ~ IN I~ f ~
40' WIDE CONSTRUCTION EASEMENT a~ I ~ ~ I° iN
~ N1 ~o C1 ~ ~o CITY OF SANFORD
~ ~
Praxis Biologics, Inc. ° ~ N ~ ~ NORTH CAROLINA
4 ~ ~ ~ „ ~
D.B. 399 Pg. 326 t2 cMP
=i =
Plat Cab. 6 Slide 97 / ' ~ S ~ I ~ ! IMPR ~ ~I SANITARY SEWER
c°~+ l ~ Tox I.D. 9645-72-5175-00 / o~~ ~ I MPROVEMENTS PROJECT
FENC A' T f%:;~' _ .RILY
REMO D FEZ C ST. JCTIO 50 0 50 100 200 I. 1
REPLA TO EXIS NG ~ONDI i ~
P~ 1 ~ I~ ~ GRA Scale: 1" = 100' (11X17 PAPER) GRAVITY SEINER OUTFALL
PLAN / PROFILE
S HIGHWAY 1 1
~ NEW NORTHVIEW
Q ~ \ /
& ~ PUMP STATION
300 Y 300
Q a TO
o l ~ E M NH~LE VENT EX. LITTLE BUFFALO
/ PUMP STATION
\ EL NATION = 292 2 TA
STA 58+00 TO STA 88+00
i~ ~ ~
SE LED MANHOL TOP 290
290 \ / - .

„ _ EX. \ ~ \ SEALED MA HOLE TOP n
WATER ~
0
a,,
280
280 z U)
ROAD AY BORE z W
o 0 d
307 L.F. y
1 3 L.F. 350 L.F. W
.16% 0.16% - - - - ~ -
24" DIP
2,411 DIP 24" DIP
SS (MH 20
SS MH 19 STA, 67+68 270 = H
270 SS MH 17 SS MI-I 18
ST 59+78 STA 6 +11 RI NI ELEV = 292.0 RIME EV = 292.50 ROADWAY BORE RIME EV = 288.00 INV INV IN OUT ELEV ELEV = 7 INV W LEV = 273.83 4.35 274.25 INV O 1' ELEV = 273. 3
IN IN ELEV = 272:85 INV I ELEV = 273.16
IN OUT ELEV = 2 72.75 INV O T ELEV = 273.6 EXISTING ROUND ELEVATION TION Scale: H
case: H: 1 100' Drawn by:
V: 1"=10' JRT
st N CO M M 0) co ~ CD O 00 Co Sheet: heet: Designed by:
CD O) oi oi O O t6 ~ M M CV co co co co C1 ~ 0) CD OD O O O JRT
N N N N N N N N N M co M h M CN N Co N N Co Co Co
Checked by:
of WWD
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 ms Projec is Project Number: Date:
61-048
61-04836-00 JULY 2006

oao oooe p Baez lX
~ tom` 0888800 889000000 A0 e 9 8 X 4X
\ Q~~ ~ ~ HIM its 11 fi1XXXX XXx Xt~ ry ~,XXXXj
ARTYXXX I XX
~ / o° 1 ~
\ Q ca
ca. / ~ . eek 4obank~l ~
~ /
~ ~ ~ Wetlands Area ms
/ ~ ~ ~~c, A1" to "q~g' engin ~ 336-B Sanfor Wetlands ~_J, Phone: nos consultants, inc.
engineers, architects, planners
336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone: [phone] -
SIL? FENCE (NP) NP) Area "C" Fax: (9 www.m Wetland Impact 1 Fax: [phone]
~ Wetlands Area „ www.msconsultants.com
F ~x---x-x--_x-x-____
/ SIL NCE OUTL T x-"'"x k-x-"x---s-=-_
x____x--- y1+00 , 52+pp k'--x'_'x-x-_x ~S . .
>Sx x x `k54+00 x x k x-x-.._x-x. Area B ARMOR STREAM BANKS W/ k V \A CA Ro
~S . 5~+00 ~ RIP RAP AT CROSSING i35 ,:0.39,,, SS i ~c.~
S~ ~'~x SS I s$ 0p ~k\k k ' / ~
'SS
tl) _ SS ' ` S S50°26'05"E STA51+28 11 _ \ - o ~ ` ~ a
a ~S ' 5~~ \ k k
\ 40' WIDE CONSTRUCTION Es"off==~R~~.ENT NEW GRAVI ~ etland impact 2 'V GRAVITY SEWER OUTFACE SS MH 16 / ~k'~ n _ S EAL
Z STA 55+53 ~'t ~ S ~ nS , x\k r - o
18 u" 7 9
k ,v3, S8 ~ / 3gF _ % C~
1
Q ea F \ CENTER 20' PIPE SE(3MEN7- IYG
WITH STREAM C!L ~y r~j/
Praxis Biologics, Inc. ' ~ D.B. 399 Pg. 326 p
American Cyanamid Company O
Plat Cab. 6 Slide 97 Wetlands Area I
Deed Book 610 Pg. 729 \ Ta Plat Cab. 1 Slide 62 \ >,B1>, to "B46"~
Tax I.D. 9645-72-5175-00
Tax I.D. 9645-60-2794-00 I V' N S IMPR 50 0 50 700 200 CITY of SANFORD
NORTH CAROLINA

\
SANITARY SEWER
MPROVEMENTS PROJECT
o~

\ ~ GRA Scale: 1" = 100' (11X17 PAPER) GRAVITY SEWER OUTFALL
PLAN / PROFILE
300 300
I E 290 NEW NORTHVIEW
PUMP STATION
TO
EX. LITTLE BUFFALO
~ - , 290
PUMP STATION
EXIS ING GROUND - - - STA TA 48+00 TO STA 58+00
/
i ~ .i
loo
280 ~ - - z$o
z
0
LL
- y 425 L. F. Z L
Cl)
425 L. 425 L.F. w
0.16% Q 0
0.16 0.16% 0.16% H
24" DIP
24" D 270 24" DI
270 W 19
SS MH 1
STA 55+ 3
S MH 15 RIM ELE = 291.00
51+29 INV IN E EV = 272,06
RI EI.EV = 286. 0 INV OUT lEV = 271.96 Scale: H
IN OUT ELEV = 71.17
EXISTING ROUND ELEVATION CIO
cafe: H : V-100' Drawn by:
260 260 0, n Co 0, Sheet:
V: 1"=10' J RT
0) r O> to ~ N N OD 6f 0) ° co M a"o w ° o co CO heet: Designed by:
m rn co rn N N N N N N N N N N N Cs o m o 0 0 0 o Co m w JRT
N N N N N N N N N N
Checked by:
of WWD
48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 ms Projec is Project Number: Date:
61-048 usfalumMowm 61-04838-00 JULY 2006

e0e Me to
lwo as sells 41,010 00 000000
10600 e as Xx 1 s~ x:,;.x
ee~x~i~X%%X
edge of VUetiands ~
/ Lee Brick and Tile Com Lee Brick and Tile Company 1"ile Company Area "JJ1" to "JJ1I"
Tax I.D. 9645-51-965 Tax I.D. 9645-53-5898-00 51-9658-00 ~ / ~
Wetlands Area
2 11r1S SILT FENCE (TYP) engin i inns consultants inc.
/ "A680 to "A689" engineers, architects, planners
/ Z 336-B ,x/~ Qa ~ Sanfo /~y% / SS " Phone: 336-B Carthage Street
Sanford, North Carolina 27330-4207
Phone: [phone]
/ \ /g ~ Fax: (9 Area HH ~~k0~_ S~ ~ ~ www.m Fax: [phone]
Wetlands Area www.msconsultants.com
„EE1" to "EE4" ~ Wetland impact 3 ~
NEW i3RAVITY SEWER OUTFACE ~/~,i~ ~ gS/° /
Wet{ands Area ~ /
"A658 to "A678" SS MH 12
/ / STA 40+12 ARMOR ST~;~f.M BAfJKS W! - / SS MH+4 /
RBP F2AP AT CRQSSING Y~`~ " ~ / ~
/ 40+00,_ ~~~-s S
~a
41+ yG~~~~ krJ~ ~ CJFJ~ ~-3 ~7. ~ ~ s o
S EAL
~ ,c~ - ~S 42+pp ~
~ S 38 ~ ` ~o S23 p~ ~ S 37 g - g42°1458"E o
tL +00 gg _ +00 S d, _ 3~ PC ~p et J5, t cJCJ 18 0 7 9"" Q~--.! Gee 001,
00 " - SS . F~ a~ N ~ /
11 : Sh ` Area FF a`' a~
act 4 oc W y R WeNand Imp ~ y~ . ~1 MH 1 ~ STA 43+55 / ~j r STA 200+00 ~j /@N~ 66 00 0
Z 40yR'/IDE CONSTRUCTIO~1 ESMT ~
J / ~
ICE (TYP)-~ ~ S~
U TA 6+QQ SIIT FENCE (TYP) ~ S 3
CENTER 20' INTER 20' PIPE SEGMENT
/ WITH STRE T / \ TH STREAM C/L
.AVITY SEWER NEW G~^
~ o~"i~cP SEE ~h' ':~T 13
Stream T /
~ O~ ~~act 2 ~ C ! f CITY OF SANFORD
~ ~ Lee Brick and Tile Company
ss ~ / ~ N ~ ~ ~ \ J NORTH CAROLINA
/ Tax I.D. 9645-51-9658-00
~ ~
~ °ox Q w .mil Q / IMPR \ / 50 0 50 100 200 SANITARY SEWER
~ ~
MPROVEMENTS PROJECT
~t ~ ~ / ~ . Y ~ y /
J
~ / / ~ GRAVITY SEWER OUTFALL
Scale: 1" = 100' (11X17 PAPER)
PLAN I PROFILE
NEW NORTHVIEW
EXISTING G OUND
PUMP STATION
290 29~
TO
~ ~ ~ ~ ~ E ~ _ T i EX. LITTLE BUFFALO
~ / ~ r ' ~ PUMP STATION
~ ~ \vi ~ STA 36+00 TO STA 48+00
~ ~ \
SEALE MANHOLE TO ~ \
28~ / ~ / 280

000
0
343 L.F. ' 348 L.F. L.F. F-
CL
390 L.F. 0.16% y ,15% 24" DIP 270 z tl~ ~
270 % z W
025% 0
24" DIP DIP O SSMH14 N
24v# DIP U)
SS MH 13 STA 47+0
STA 43+55 RIM ELEV 286.70 w W
S MH1 --RIM EILMV _
SS MI 11 STA 40+12 INV IN ELE (24") = 269.82 INV OUT EV = 270.38
STA + RIM ELE = 281.80 INV IN ELE (8") = 271.22 INV OUT E V = 269.72
RIM OLEV = 290.00 INV IN E EV = 268.86
INV I ELEV = 267.7 INV OU ELEV = 268.76
260 ENV T ELEV = 267 68
260 Scale: f Sheet: c
m
EXISTING ROUND ELEV TION
kale: H: 1 100' Drawn by:
V: V-10, JRT
ac m u~ o co o c14 rn ao co CO N to In 0 0 M Co to h t~ 6~ 01 sheet: Designed by:
O Lp CV et OC tp co ~ CF) O cM C 1~ ~ c0 co a0 co 00 co co I~ CD CO 00 t*- ti ~ n ~ ~ ti ~ nom'. o a Co MCo °w JRT
N N N N N N N N N N N N N N N N N N N N N N N N N N Checked by:
of e WWD
36+00 37+00 38+00 39+00 40+00 41+00 42+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- - - -

o ' ~
o I ~a 000 0008 M~ 64' 8014X i
N ~ ' I ~~°o 08HOO-10 se0000
in ii00 e xfZi~iizxxA u~ u~n~zz xx
Q WetlanJs Area !y n~xxxzXz iiS ¦ xxxxxx tYXXX XX
(j SS "A600 to "A645" \ ~ c
I II ' ; ss 2S+
Z ~ ' ~ I Wetlands Area
J ~ SSR I "A648 to "A654" ms ms consultants, inc.
2 engin Lee Brick and "file Company engineers, architects, planners
~,V_ STA 24837 - ' SS 26xp0
Q inv. 273.5' I 336-B lands Area 336-B Carthage Street
~~S ( Wetlands Ar Tax I.D. 9645-53-5898-00 Sanfor i" to "y4" Sanford, North Carolina 27330-4207
S~ _ ~ "y~" {o a 3~,`~~ F `S`S' , >~~O ~ > ~ Y Phone: Phone: [phone]
/ Fax: (9 www.m ~ Fax: [phone]
~ ~ www.msconsultants.com
~ ~e ' SS
i~` I ~ S 8y.~~
SfR,
/ \ ~~nv. 274.9' ' ~ I Sv T ~ f/~ T AR
POND ~ ~ O I "
\ / ~ I ~ ""'~.,~SS MH 9 S p c~ 5 S/j
~ / ~ ( us7'A 28+62 r
~ ~ ~ 1
- ' ~3 ' ppNp ~ C~ O I~ - S EAL
\ ~ ~ ASS' Wetlands Area - •
\ "A658 to "A678" ~ i ~ e
Wetlands Area "AA" 18 0 7 9"' ,
_~,..r-_ J
, c~~S+
~ ^ ~ ~ I 40' WIDE CONSTRUC710N ESMT / GIN~
1" c~?` ,S 00 Goo go* d°
t , NEW GRAVITY SEWER OUTFALt--~ V`'~'~~ 1\ s G j
~~xo ~ ~ 36 m
~ x 5 SS 11 :S,c x ~ SILT FENCE (TYP) g~ 3 +0 S ~ ~ ~
\ o ~ ~ ' {a ~
~'x -SILT FENCE (TYP) 3q+00 x ~ .vs ~D
~ ~ ~ ~ x S~,... ~~4°7 W
~i ~ k32x 33+00 Jg ~ i ~ ~ V' / x I ~C~ , S~ ~ O CITY OF SANFORD
~ t I I Lee Brick and Tile Company
~ Wetlan ~I I I Tax I.D. 9645-53-5898-00 Wetlands Area "Z' I i N ~
NORTH CAROLINA
J STA 32+20 Wetlands Area / S »BB1" to "BB4„ IMPR SANITARY SEWER
NIPROVEMENTS PROJECT
~ / 50 ~ 0 50 100 200 n ~ n `
~ ~ / V Rt1 Scale: 1" = 100' (11X17 PAPER) GRAVITY SEWER OUTFALL
PLAN 1 PROFILE
\ 1 290 NEW NORTHVIEW
PUMP STATION
290 TO
EX. LITTLE BUFFALO
PUMP STATION
~ / STA
STA 24+00 TO STA 30+00
/
1
280 ~ 280
_ ,J ~ ' /
i
0
a
270
270 a 358 L. O 0.25% Cn z W
0 °
425 L.F.
o.2s0% M
0.2 2411 DIP >
24" DI W W
2411 DIP C~
SS MH 10
SSMH9 STA 32 20
+ S MH 8 A RIM ELE = 284.10 RIM EL V = 281.00
260 IN EL .68 INV IN LEV = 266.68 - 260
RI ELEV = 279.0 INV OUT LEV = 265.58
IN IN ELEV = 264.52
IN OUT ELEV =264.42 CO
EXISTING ROUND ELEV TION
Scale: F case: H: l"=100' Drawn by:
V: V-10, JRT
M M M 0) N N N tp CO C4 M M o~ ~ M o Co M Sheet: heet: Designed by:
rte. n is ~ 00 n ~ ° `"n n. n. o m ao ago n ui co o c*i co co c~i r` o0 0 Co ao Co n ti oo ao ao 00 ao Co Co rn JRT
N N N N N N N N N N N N N N N N N N N N N N N N N N Checked by:
of WWD
24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
- -

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336-B Carthage Street
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1 NORTH CAROLINA

SANITARY SEWER

Spey ~ MPROVEMENTS PROJECT
~
~ , ~
~
~ ~ / / ` . ~ GRA Scale: 1" = 100' {11;017 PAPER) GRAVITY SEWER OUTFALL
PLAN / PROFILE
290 290
1 E S LED MANHO E TOP ~ NEW NORTHVIEW
PUMP STATION
MANHOLE VENT TO
ELEVATIOt J = 281
EX, LITTLE BUFFALO
280 SEALED NHOLE TOP PUMP STATION
280
/ \
~ ~ ~ ~ STA ~ ~ ~ STA 12+00 TO STA 24+00
EXIST NG GROUND
~
~ \
\ .
270 - 270
0
425 L.F. F - (L
425 L. 425 L.F. 425 L.F.
0.2 % 0.25% o O 24" DIP i WW 0 r)
0.25%
24" DIF 24" DIP H
24" DIP
260 W
SSMH6 E SS MH 260 w
STA 15+87 k STA 20 12
RIM ELEV = 27 .00 RIM EL 'V = 279.00
INV IN ELEV = 62.20 INV IN I LEV = 263.36
INV OUT ELEV = 262.10 INV OU ELEV = 263.2
d
EXISTING ROUND ELEVATION m
Scale: 250 cale: H: 1 100' Drawn by:
250
V: 1' 10' JRT
04 rn rn i. o vv; n ~ Co o o LO ~ N M M Co M Sheet: heet: Designed by:
7 M M M N M V t!> tp ui M ri ri cc v Lri cc ao ui co ao c ai ~ r. r~ r~ i. r~ nn r% r-- t~ oo n r. JRT
N N N N N N N N N N N N N N N N N N N N N N N N N N
Checked by:
of WWD
12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ms Projec is Project Number: Date:
61-048 61-04838-00 JULY 2006
-

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(SEE SHEET 12) ~ ~ ~ \
/ R \ ~ / Force Main Easement (existing)
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. ~~1`al ~ ~C.?-~e , Sanford ~ ~ SS MH 3 ~ ~e.k' - Phone: STA 6+95 ,_,j ~ ~ Fax: (91 Sanford, North Carolina 27330-4207
Phone: [phone]
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~ ~ ' F , ~ . / WETWELL 1 brick refuse P STA 0+64
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(SEE SHEET C1) h`c ~ \ m
p~Pe 0~0~ Q~ O ii or ~r R, > ~ O Ci~ / ~°^p`° ~ RELOCATE STORM PIPE N{ CITY OF SANFORD
RAP Gp'~o,,~ Go cbi (5' OF'F MANHOLE WALL) ~
~ EQU~~L ELEVATION AND GRADE \ N NO
~ SS MH 5 NORTH CAROLINA
ova h~/ NEW 2" WATER / i ~ A 11+62 p
O
i S ~nnpR 50 0 50 100 200 ^ p p ` vRry Scale; 1" = 100' (11X17 PAPER) SANITARY SEWER
MPROVEMENTS PROJECT

GRAVITY SEWER OUTFALL
PLAN I PROFILE
290
280
1 MANH LE VENT C
NEW NORTHVIEW
PUMP STATION
TO
ESC. LITTLE BUFFALO
EIEVA ION = 281 EALED MANN LE TOP C AKE RIM FLU W! EX. GROUND
PUMP STATION
S ALED MANHO E TOP
280 280
MAKE RIM FLI~SH W/ EX. ROUND ST SEAIE MANHOLE T
STA O+00 TO STA 12+00
~ EXIS ING GROUND
i
270 270
Z 0
O i H 268 L.F.
F- c~
Q c~
W w
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a
y 199 L .F.
414 L.F. 220 L.F. CL
0.25"o 0.25°!0 ; W W
260 ll~ 0 0.13% W 260 19 OG
Z 24" DIP 24" IP P
30" DIP
SS M 5
SS MH 3 SS MH 4 STA 1 +62
WE ELL 1 SS M 2 STA 8+94 RIME EV = 274.5 ELEV = 261.03 RIM ELEV = 76.00 INV IN ELEV = 260.26 INV OUT ELEV = 260.93
STA +64 RIME EV = 277.50 a
RIM LEV = 282.00 INV IN ELEV (24") = 2 9.02 INV IN ELEV = 259.67 INV OUT EL V = 260.16
INV 1 ELEV = 258.0 INV W ELEV (18") = 2 9.52 INV OUT EL i/ = 259.57 m
EXISTING ROUND ELEV TION INV O WT ELEV = 258. 2
Scale: cafe: H : 1"--100' Drawn by:
250 250 V: V-10, JRT
co co ao m r~ U*) m w oo v co Sheet: CO ul) to O Co N 0 to N O) M N heet: Designed by:
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N N N N N N N N N N N N N n. N N N N N N N N N N N N N Checked by:
C of WWD
0+00 1+00 2+00 3+00 4+00 5+00 6+00 3+00 7+00 8+00 9+00 10+00 11+00 12+00 ms Projec is Project Number: Date:
61-048 - 61-04838-00 JULY 2006
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336-B Carthage Street
EX. BIG BUFFALO WWTP Sanfo PM1One: Sanford, North Carolina 27330-4207
Phone: [phone]
Fax'. (B EX. NORHVIEW Fax: [phone]
www.msconsultants.com
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PUMP STATION
Ln
Scale: ?cale: Drawn by:
V-1200' JRT
soo o soo 1200 2400 Sheet: ?heet: Designed by:
JRT
Checked by:
of WWD
Scale: 1" = 1200' (11X17 PAPER)
ms Projec is Project Number: Date:
61-04 61-44838-00 JULY 2006
- - -

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BHO88n 8800 n' ' p1 , ~.fX. X{X
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PROJECT DESCRIPTION ENVIRONMENTAL AWARENESS SS ACCESSIBILITY
THIS PROJECT IS TO IMPROVE THE CITY OF SANFORD THE CONTRACTOR SHALL TAKE N SANITARY SEWER SYSTEM. THE CITY'S EXISTING LITTLE LOCATIONS AND AVOID IMPACTS V BUFFALO CREEK PUMP STATION AND EXISTING NORTHVIEW WITHIN THE CONSTRUCTION EASE EKE NOTE OF WETLAND THE CONTRACTOR SHALL ACCESS THE PROJECT THROUGH
\CTS WHERE AT ALL POSSIBLE PUBLIC R/W AND/~R EASMENTS UNLESS PERMISSION mS ms consultants, inc.
engin I EASEMENT. NO IMPACTS GRANTED BY CITY AND PROPERTY OWNER. SPECIAL engineers, architects, planners
PUMP STATION WILL BE TAKEN OUT OF SERVICE (BY OTHERS). ARE ALLOWED OUTSIDE THE CON THIS PROJECT WILL INVOLVE CONSTRUCTION OF ONE PUMP 336-B Carthage Street
E CONSTRUCTION EASEMENT. PROVISIONS APPLE TO WYETH PROPERTY AND LEE BRICK 336-B Sanford Sanford, North Carolina 27330-4207
PROPERTY (SEE SPECIFICATIONS). Phone: 3 SHALL BE INSTALLED PRIOR F,,,~„~m L EROSION CONTROL DEVICES PIPE IS NOl' ALLOWED FOR TEMPORARY CREEK CROSSINGS. Phone: [phone]
STATION, GRAVITY SEWER, AND FORCE MAIN TO ALLOW THE EROSION CONTROL DEVICES SHA CITY TO REMOVE THE EXISTING PUMP STATIONS FROM TO LAND DISTURBANCE. ALL ERO SERVICE. ARE TO BE CONSTRUCTED AND M PLANS AND SPECIFICATIONS. Fax: [phone]
www.msconsultants.com
AND MAINTAINED PER THE TEMPORARY BRIDES MAY BE ALLOWED (ENGINEER'S
APPROVAL) IF THE STREAM CHANNEL WILL NOT BE
MAJOR CONSTRUCTION TASKS INCLUDE:
DISTURBED.
CONTRACTOR SHALL PROVIDE SU CONSTRUCTION OF ONE NEW PUMP STATION (NEW CONTROL, WHEN WARRANTED. DE SUFFICIENT DUST
.D.
NORTHVIEW PUMP STATION). DRAINAGE
WHEN WORKING IN OR NEAR STR INSTALLATION OF APPROXIMATELY 8,700 L.F. OF SEWER LINE SHALL BE PUMPED AROUND THE OUTFACE ON LITTLE BUFFALO CREEK BETWEEN THE NEW TO MINIMIZE CONTAMINATION. N NORTHVIEW PUMP STATION AND THE EXISTING LITTLE ARE ALLOWED OUTSIDE THE CON BUFFALO CREEK PUMP STATION. 2 STREAMS, STREAM WATER _4 s
S EAL
THE CONSTRUCTION AREA THE CONTRACTOR SHALL GRADE THE DISTURBED AREA
~N. NO IMPACTS TO STREAMS TO PROVIDE A NEST, UNIFORM FINISH AND POSITIVE E CONSTRUCTION EASEMENT . DRAINAGE. GRADS SHRLL BE CLOSE TO THE EXISTING % 18079 0
C~
CONDITION. EXCESSIVE PUDDLES AND RUTS WILL NOT BE TEMPORARY CREEK /G1 N
PIPE IS NOT ALLOWED FOR TEMP INSTALLATION OF APPROXIMATELY 375 L.F. OF SEWER LINE CROSSINGS. TEMPORARY BRIDG OUTFACE BETWEEN THE NEW LITTLE BUFFALO CREEK (ENGINEER'S APPROVAL) IF THE S OUTFACE AND THE EXISTING NORTHVIEW PUMP STATION. NOT BE DISTURBED.
.RIDGES MAY BE ALLOWED ACCEPTED. THE STREAM CHANNEL WILL AT THE PUMP STATION, GRADING AND DRAINAGE SHALL
i
8 ~ ~ A
FOLLOW THE PLANS.
INSTALLATION OF APPROXIMATELY 1,640 L.F. OF TRIBUTARY
SEWER LINE TO CONNECT TO THE NEW LITTLE BUFFALO MANHOLES
NOTIFICATION C'. RED: PRIOR TO BORING ANY ROADWAY AND/OR RAILROAD NO
CREEK OUTFACE (ALTERNATE BID). CITY OF SANFORD
MANHOLE DIAMETER REQUIRED: R NO H CAROLINA
INSTALLATION OF APPROXIMATELY 13,000 LF OF FORCE MAIN STA 0+00 TO STA 87+00 (CITY 0 (LITTLE BUFFALO CREEK NOTIFICATION SHALL BE MADE TO THE APPROPRIATE ENTITY.
FROM THE CITY'S BIG BUFFALO WASTEWATER TREATMENT OUTFACE): 5 FT DfA.
DfA. CONTRACTOR SHP~LL PROVIDE BONDING AS REQUIRED. S 3+77 (NORTHVIEW OUTFACE): IMPR 6+40 (WYETH SERVICE): 4 FT DIA. UTILITY COORDINATION
PLANT TO THE NEW NORTHVIEW PUMP STATION. STA 100+00 TO STA 103+77 ( 5 FT DIA. SANITARY SEWER
MPROVEMENTS PROJECT
STA 200+00 TO STA 216+40 ( SPECIFICATIONS
MANHOLES SHALL MEET REQUIRE THE CONTRACTOR SHALL FOLLOW THE PROJECT SPECIFICATIONS. STANDARD DRAWING 840.52. ~UIREMENTS OF NCDOT UNDERGROUND UTILITIES SHOWN ON THE PLANS SHALL BE
CONSIDERED APPROXIMATE. OTHER UTILITIES MAY BE
ANY WORK REQUIRED THAT IS NOT INCLUDED IN THE PRESENT. CALL NC 'ONE CALL' CENTER AT 1-800-632-4949
SPECIFICATIONS SHALL BE DISCUSSED WITH THE ENGINEER AND WHERE MANHOLES ARE ELEVATE THE CITY OF SANFORD. SHALL HAVE TOE SECTIONS THAT :VATED ABOVE GRADE THEY PRIOR TO WORK. THE CONTRACTOR IS RESPONSIBLE FOR
THAT ARE THE FLAT TOP STYLE ANY UTILITIES DA~AAGED DURING CONSTRUCTION.
(NOT ECCENTRIC CONE).
UTILITY COMPANY" NOTIFICATION AND INSPECTION MAY BE
GENERAL NOTES
PIPES REQUIRED WHEN CROSSING OR WORKING IN THE VICINTIY
OF CERTAIN UTILITIES.
WORKING HOURS
ALL PIPES USEQ FOR THE GRAVIT GENERALLY, DAYLIGHT WORKING HOURS ARE ACCEPTABLE (OUTSIDE THE PUMP STATION) SH EXCEPT IN THE FOLLOWING AREAS: GRAVITY SEWER AND FORCE MAIN
)N) SHALL BE DUCTILE IRON CONTACT PROGRESS ENERGY WHEN EXCAVATING WITHIN 15
FEET OF THEIR PC?LES.
JOINT DEFLECTION IS ALLOWED V 1. WYETH PROPERTY. THE CONTRACTOR WILL BE SLIGHT HORIZONTAL OR VERTICA REQUIRED TO CLOSELY COORDINATE WITHOUT BENDS OR MANHOLES.
WED WHERE THE PLANS CALL FOR
RTICAL ALIGNMENT CHANGES CONTACT PROGRESS ENERGY TO COORDINATE POWER
ALES. CHECK MANUFACUTER'~ SERVICE AT PUMF~ STATION.
CONSTRUCTION SCHEDULE WITH WYETH SPECIFICATIONS FOR ALLOWABL PFR~(~NNFI SHOULD THE D~FI_FCTInN EXCEP dVABLE DEFELECTIONS. IN NO SASE
SUKVCY UVIV I KVL
2. LEE BRICK PROPERTY BETWEEN STA 599+50 TO 605+00.
WORK SHALL BE DONE ON WEEKENDS SO NOT TO PROJECT SPECIFIC PIPE THICKNE INTERRUPT THE BRICK COMPANY OPERATIONS. ICKNESS AND LAYING CONDITION: HORIZONTAL CONTROL BASED ON NAD 83 -SEE SHEET 3 FOR
ALSO, MOBILIZATION OF EQUIPMENT INTO THE LEE 8" GRAVITY -CLASS 350 PSI, MONUMENT LOCATION. i0 PSI, TYPE 2 LAYING CONDITION
0
BRICK SITE SHALL NOT INTERRUPT OPERATIONS. 18" GRAVITY -CLASS 250, TY ?50, TYPE 4 LAYING CONDITION VERTICAL CONTROL BASED ON NAVD 88. SEE SHEET 3 FOR GL
3. FORCE MAIN RAILROAD CROSSING AT BIG BUFFALO 24" GRAVITY -CLASS 250, TY ?50, TYPE 4 LAYING CONDITION BENCHMARK LOCATIONS. N
U)
WWTP. WORK SHALL BE DONE ON WEEKEND SO NOT 30" GRAVTIY -CLASS 250, TY ?50, TYPE 4 LAYING CONDITION 0 3S 350, TYPE 2 LAYING CONDITION z W
TO INTERRUPT RAILROAD OPERATIONS. 10" FORCE MAIN -CLASS 350 COORDINATION WITH ATLANTIC WESTERN RAILROAD 18" FORCE MAIN -CLASS 250 WILL BE REQUIRED 4 WEEKS PRIOR TO SCHEDULED 0 °
3S 250, TYPE 2 LAYING CONDITION CLEARING y
W
C9
WORK. MATERIAL/EQUIPMENT STAGING A TRAFFIC CONTROL ALL MATERIAL AND EQUIPMENT M PROJECT CONSTRUCTION EASEME CLEARING MAY ONLY BE DONE WITHIN THE TEMPORARY ~
iING AREAS. CONSTRUCTION EASEMENT AS SHOWN ON THE PLANS.
.NT MUST BE STORED WITHIN SHE BURNING WILL NOTBE ALLOWED ON WYETH PROPERTY OR u
LLI t-"
ASEMENT SHOWN ON THESE WHERE IS OUTHERWISE PROHIBITED BY ADJACENT LAND V1AY ALSO STORE EQUIPMENT ON USES AND/OR VEGETATION.
THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL PLANS. THE CONTRACTOR MAY AL
WHERE WARRANTED. THE CONTRACTOR SHALL NOTIFY NCDOT THE CITY'S PROPERTY AT THE EX.
-IE EX. LITTLE BUFFALO PUMP m
PRIOR TO PERFORMING TRAFFIC CONTROL. STATION AND BIG BUFFALO WASTE WASTEWATER TREATMENT DEMOLITION Scale: .ale: Drawn by:
NO SCALE JRT
PLANT. CONTRACTOR SHALL OBT) L OBTAIN CITY'S APPROVAL OF N JG AREAS. Sheet:
EXACT LOCATION OF STAGING ARE feet: Designed by:
NO MAJOR DEMOLITION IS EXPECTED. ANY EXISTING JRT
STRUCTURES DEMOLISHED BY CONTRACTOR SHALL BE Checked by:
REPLACED IN ORIGINAL CONDITION OR REMOVED FROM SITE of WWD
s Project Number: Date:
(CONTRACTOR'S EXPENSE) PER DIRECTION OF ENGINEER. ms Project
61-048 81-04838-00 J U LY 2006,

o~-~~t a~
CONSTR ISTRUCTION DRAWINGS FOR:
CITY OF SANFO ~i~ DRD, NORTH CAROLINA
~ SANITARY SEWER .R IMPROVE~AENTS PROJECT:
NEW NOR LITTLE BUFFALO CR ORTHVIEW PUMP aTATION
i CREEK SANITARY SEWER OUTFACE
SHEET INDEX 1 TITLE SHEET FORCE MAIN
2 GENERAL NOTES
3 OVERA~LPROJECT/SHEETIN~_X J 4-11 GRAVITY SEWER OUTFACE PLAN /PROFILE JULY 200~i ~ ~P~MPSRaT~'~w JEQ
CREEK W.W.T P. /~~~•l fi'~.i~Y
NEW NORTHVIEW PUMP STATION `i'O EX. LITTLE / ~
BUFFALO PUMP STATION
421
REEK
12 GRAVITY SEWER OUTFACE PLAN /PROFILE ~ J- SS MANHOLE #2 TO EX. NORTHVIEW PUMP Sl':: i ION ~ PUMP SiAnoNFA OCaEEK
_S_~~~~ ~ ~ ~ <Z FLEE COUN
I' r ~ ~ :OUNTY
13-14 GRAVITY SEWER PLAN /PROFILE ~S `
SS MANHOLE #13 TO WYETH PROPERTY ~ ~
15-26 FORCE MAIN PLAN /PROFILE ~
BIG BUFFALO WWTP TO NEW NORTHVIEW P!,'e?iP
STATION
4zi
27-30 CONSTRUCTION DETAILS 42
C1-C4 PUMP STATION: CIVIL DRAWIi~!~S SANFORD
<z ~8 421
M1-M4 PUMP STATION: MECHANICAL DRAWINGS
S1-S9 PUMP STATION: STRUCTURAL DRAWINGS 8] 87
1
E1-E6 PUMP STATIC;d: ELECTRICAL DRAWINGS
LEGEND
'7
~j{ }ter a
PROPERTY CORNER O RIGHT OF WAY RIGHT OF WAY - ~d
UTILITY POLE -O- EDGE OF PAVEMENT CENTER LINE TELEPHONE PEDESTAL D CURB & GUTTER EASEMENT - - • - - m l,. LOCATION MAP
•
TRANSMISSION TOWER ~ BACK OF CURB UNDERGROUND ELECTRIC LINE E SCALE: NTS
VALVE H TOP OF CURB OVERHEAD ELECTRIC LINE
OHE
WATER METER pwnn TOP OF SIDEWALK SANITARY SEWER (GRAVITY) -_-----~~--~u~
FIRE HYDRANT ~ TOP OF WALL SANITARY SEWER FORCE MAIN
MANHOLE Q REINFORCED CONCRETE STORM DRAIN PIPE Lc 't Ca 4 -
CLEANOUT 0 REINFORCED CONCRETE PIPE WATER LINE VV d
AIR RELEASE VALVE (1) POLYVINYL CHLORIDE PIPE GAS LINE G CA Ro ENGINEER
STORM DRAIN DROP INLET EH DUCTILE IRON PIPE TELEPHONE I-ii'471- I
T \ r
STORM DRAIN JUNCTION BOX 1:1 CORRUGATED METAL PIPE GRADING CONTOUR S /4/
STORM DRAIN FLARED END Q CAST IRON PIPE FENCE LINE - - -~---~SPOT ELEVATION 100x.00 HIGH POINT TREE LINE ~'v'~?-' SIGN CLEANOUT DRAINAGE FLOW
Ile,
mb^° 00041 COY 'o-ants,
888 be ms consulz 880 SEAL a 8V05 o ' 1 ints, Inc:.
SITE LIGHT L~ MANHOLE a„88111 engineers, architects, planners lanners
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i FLARED END SECTION w 111 111111 %X Xxx X%% 1111 IrIItA1% XXXX 1 C") 07 9 4X ~INX%TYXXX . se 336-B Carthage Street
SILT FENCE x ~ CONCRETE PAVEMENT r
Sanford North Carolina 27330-4207 W-4207
INLET PROTECTION ~ - r Phone: [phone] AN -INV
ASPHALT PAVEMENT { Fax: [phone]
ROCK PROTECTION o www.msconsultants.com
0 ~ 1
1 I
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