20081746 Ver 1_Site Plan_20081205

~Lt`~` " _
ore ~ roes
pkN4-WPI`kW~ln'
4HeT1AND5 AN9 STORNfr1A7HY 6RANCN
A IT RY R
GREECE & T 5 T
TOW~1 OF PEMBR0I~E
D B P RJ E T: 5- C G
UNIVERSITY ~ NORTH CAROLINA PEMBROKE
ROBESON COUNTY, NORTH CAROLINA W~OST, SITE
o
~ o~
s~sr ~O L/~ try • yti ~O~ O~O~
PROJECT LOCATION: ROBESON COUNTY ~ ,~n
~~'Qy ~ ~ O ~OQ NC_rsw
~ ~ o ~ Alyy
O c hl o ~~n~ 0
OWNER yt.
y~ ~y ~ ~
TOWN OF PEMBROKE LEGEND ROBESON COUNTY y sr
NORTH CAROLINA ~ ~s~•
PO BOX 866 / 100 S. UNION CHAPEL ROAD X,~ STING PROPOSED ~Pt
PEMBROKE, NORTH CAROLINA 28372 . MANHOLE • 0~ ~S ~
4
[phone] / [phone] (FAX) snNirnRV sEwER
, 7:; MAJOR CONTOURS 170-
MINOR CONTOURS 769 ICI.NIT.~ ~.Al
NOT TO ~'CALE
CIVIL ENGINEER o BATCH BASIN =
CAVANAUGH & ASSOCIATES, P.A. s,oRM PIPE
130 NORTH FRONT STREETS SUITE ZOZ EXISTING ROAD CURB AND GUTTER
WILMINGTON, NORTH CAROLINA 28401 SIDEWALK
~
[phone] / [phone] (FAX) - - - - Row /PROPERTY ~wEs
ASPHALT
FiCI S•
Ir~au~N r~o ,
SURVEYOR OVERHEAD ELECTRICAL ~ INOIAN N0 'a= POWER POLE { MAYOR - MILTON R. HUNT
CAVANAUGH & ASSOCIATES P.A. TREE LINE -r TOWN COUNCIL - GREG CUNNINGS
530 NORTH TRADE STREET, SUITE 302 ~ CLEANOUT $ ~w"^ WATER METER A.G. DIAL
WINSTON-SALEM, NORTH CAROLINA 27101 ~ PK NAIL LARRY BROOKS
[phone] / [phone] (FAX) ~g FiRE HvoRaNT LARRY MCNEIL
DQ WATER VALVE ~ jf TOWN MANAGER - McDUFFIE CUMM NGS
~t
C D BG GRANT ADMINISTRATOR ~ EXISTING IRON PIPE o MAIL BOX ~ g
HOLLAND CONSULTING PLANNING LIMITS OF DISTURBANCE
3329 WRIGHTSVILLE AVENUE, SUITE F SEDIMENT FENCE s
- •x- WIRE FENCE
WILMINGTON, NORTH CAROLINA 28403 cns GAS
[phone] / (910j 392-2839 (FAX) TEMPORARY ROCK CHECK DAM
SHEET INDEX
FOR BIDDING PURPOSES ONLY - C.1 .1 COVER, LEGEND & VICINITY MAP
NOT RELEASED FOR CONSTRUCTION C.2.1 - OVERALL SITE PLAN & SHEET INDEX
"~L~.S~° To: C.3.1 - PLAN & PROFILE NORTHERN ALIGNMENT STA. 0+00 TO 6+81.38
BI° pA°"A~$ No. C.3.2 - PLAN & PROFILE SOUTHERN ALIGNMENT STA. 0+00 TO 12+50 RELEASE DAB: C.3.3 - PLAN & PROFILE SOUTHERN ALIGNMENT STA. 12+50 TO 19+38.31 C.4.1 - SANITARY SEWER DETAILS
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
{,{{{{{lµllllfill/lfgfll,''fffs
p4
C.4.2 - ROADWAY, STORM DRAINAGE, & EROSION & SEDIMENT CONTROL iQ~
r~r-r n n n crrnoc vn~ i nir i ~ _ _ ~ ~ nOJ rtine~ r ~ ~ sn rY~if~® nrrf~in
V C I MI LO
949 M I VV/LJLIWI I%.'~ LI II WLJVI I II ILG I ILY Ul ILd I LI1 10111
C.4.3 - ROADWAY, STORM DRAINAGE, & EROSION & SEDIMENT CONTROL CALL 1-800-632-4949 N.C. ONE-CALL CENTER TER
ATE: SEPTEMBER 24, 2008 SHEET C.1.1 PROJECT NO. 041.08.011
DETAILS IT'S THE yaw
MINOR 000)

9 SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24„ SEPARATION UNLESS OTHERWISE SHOWN, FROM BOTTOM OF STORMWAI ( } , )F STORMWATER PIPE AND (14) NORTH AMERICAN GREEN FABRICS MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN U
TOP OF SEWER PIPE. 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
( } { ) 10 LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN 10 FEET LATERALLY FROM EXIS (1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CAVANAUGH & ASSOCIATES, DAVID ALLEY P.L.S. # L-4492. PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN 10 FOOT LATERAL SEPARATION IN WHICH CASE: , { } Y FROM EXISTING OR (15) CONTRACTOR TO INSTALL NEW LATERALS FROM PROPERTY LINE TO HOUSE IN ACCORDANCE WITH ® °
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. WHICH CASE: LOCAL AND STATE BUILDING/PLUMBING CODES. CLEANOUTS TO BE PLACED AT PROPERTY LINES FOR ~ LEAST EIGHTEEN (18) ALL SERVICE LATERALS. LOCATIONS SHOWN FOR SEWER LATERALS ARE GENERIC AND ONLY
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST EIGHT (3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. INCHES ABOVE THE TOP OF SEWER OR INTENDED TO CONVEY fNSTALLATION FOR SERVICE REQUIRED. EXACT LOCATION OF CLEANOUTS AND
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND ' (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF A BENCH OF ALIGNMENT OF LATERAL TO HOUSE CONNECTION TO BE DETERMINED IN FIELD BY ~
GRUBBING ACTIVITIES SHOWN. RED WI TH N CH S ABOVE UNDISTU B EARTH, AND TH E ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEE (18} IN E CHES ABOVE THE TOP OF CONTRACTOR/ENGINEER BASED ON MOST DIRECT ALIGNMENT WITH LEAST BENDS, AND APPROPRIATE
(5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 SEWER. SEPARATION FROM EXISTING WATER SERVICES.
L.F. INTERVALS. 11 CROSSING A WATER MAIN OVER A SEWER. WHENE C Y F A MAIN TO CROSS OVER A SEWER THE WATER MAIN VER NE ESSAR OR WATER , WATER MAIN SHALL BE (16) ALL PROPERTY BOUNDARIES WITHOUT DEED REFERENCE SHOWN HAVE BEEN APPROXIMATED FROM
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACT1VfTIES. LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN {18) .INCHES ABOVE THE TOP OF THE TOP OF THE SEWER, ROBESON COUNTY GIS. CONTRACTOR RESPONSIBLE FOR IDENTIFYING ALL RELEVANT ACTUAL
(7} SEWER AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION IN WHICH CASE, BOTH THE WATER MAI DETAILS ON SHEETS C.4.1, C.4.2, AND C.4.3. E WATER MAIN AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION.
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR (8) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A NDARDS FOR A DISTANCE (17) CONTRACTOR TO ENSURE THAT SEWER SERVICE TO ALL EXISTING STRUCTURES IS UNINTERRUPTED. s
OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. 51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE (18) TRAFFIC CONTROL DEVICES SHALL BE iN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
(12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THI CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY ER, BOTH THE WATER CONTROL DEVICES AND AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL ~
THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS NCDENR. A COPY OF STANDARDS FORA DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO INSURE PUBLIC SAFETY. 4 ~
J SITE AT ALL TIMES. DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED OB POINT OF CROSSING. ~E CENTERED AT THE ~
t
C m
PEMBROKE CONSTRUCTION SEQUENCE: ~ ~ m
R ci
1) ESTABLISH TRAFFIC CONTROL MEASURES, EROSION CONTROL DEVICES. a
2 IDENTIFY PROPOSED ROW CLEANOUT LOCATIONS AND HOUSE LATERAL ALIGNMENTS FOR ENGINEER'S APPROVAL. / / C ~ ro .r
3) INSTALL PROPOSED STORM DRAINAGE, GRAVITY SEWER SYSTEM TO ROW CLEAN OUTS AND PRE-TEST. ' ~ /
4) RE-ESTABLISH PAVED SURFACES. 3
' A TING. ~ 5) SCHEDULE ENGINEERS CERTIFICATION INSPECTION ND TES ~ \ ~ ~ N \ ~ N
UPON CERTIFICATION: \~~r..
•.r4,
1 INSTALL MOUSE CONNECTIONS TO NEW SYSTEM AND VERIFY PROPER OPERAT10N. ~
2 CAP PRE-EXISTING TO BE ABANDONED CLEAN OUTS BELOW FINISHED GRADE. ( ) \ vd /
UG AND Fill PRE-EXISTING MANHOLES TO BE ABANDONED. 3) PL ~ / ~ k
4 APPLY ASPHALT SURFACE COATS. ~ ` /
5 REMOVE EROSION. AND CONTROL MEASURES ONCE VEGETATION IS RE-ESTABLISHED. ~ / / / ~ 2
6) SCHEDULE FINAL .INSPECTION. ` ~ / /
NORTHERN ALIGNMENT ~ / Fj, /
_ ` INSTALL APPROX. 429 L.F. OF 8" 1 ~ 4 4 /
BASIS OF BEARING NORTHING FASTING 3 ~ ~ ® PVC (DR 35} AND APPROX. 252 L.F.
NCGS MONUMENT MONA (PUBLISHED) 343063.60 1932913.72 0 „ ~ N OF 8 DIP SANITARY SEWER / `3J / / ~
NCGS MONUMENT PATES PUBLISHED) 341859.95 1935689.71 - ~ t~
5 a 5 6 / ~
A ~ ~ ~ / I;
~ ~ ` 2 / ~
SITE LOCATIONS NORTHING FASTING / 0 SCALE: 1 =100 ty / /
, . NORTHERN ALIGNMENT STA. 0+00 339408.7227 1939210.0800 ~ Fs 100 0 100 4o T
SOUTHERN ALIGNMENT STA. 0+00 338690.3137 1938627.1227 ~ ~ ST 7 / /
ti SPUR ALIGNMENT STA. 0+00 338476.7014 1939710.1056 s rp ti / STR~ ~ /
SCALE OF MAP MAY VARY 41 ~ FF
CONNECTION TO T DUE TO METHODS OF REPRODUCTION. N TO FT ~
~ ~ EXISTING SEWER EWER 8 ~ \
PROPERTY OWNER DEED BOOK ADDRESS ~ ~ 8 ~ 10 REPAVE ROAD ~i
1 BROOKS LARRY TRENT 01022, P 0663 PO BOX 274 42 h ~h ~ / o~Q Q
2 LOCKLEAR JAMIE DEVONE 01674, P 0907 364 J R ROAD ~ / o Q,,' ~ J -J ~
3 SWETT JAMES B SR ET ALS 00847, P 0480 _ PO BOX 1115 t
~ m~~ °~o \
4 BREWER KEITH 01100, P 0500 610 W 5TH ST ti 43
5 ,BREWER KEITH 00927, P 0487 610 W 5TH ST ~ r, 13 ~ _
MISCHELL 00982 P 0733 PO BOX 1732 ~ 6 SMITH MORETTA P
7 SMITH NANCY J NANCY S FREEMAN 00093, P 0603 394 MT MORIAH RD ~ ~o z W
8 CHAVIS SHERRY L CHAVIS BONNIE 01553, P 0169 503 NORMAL ST , 44 ~ ~ 11 12 39 Q ~
9 OXENDINE HARTLEY J 01106, P 0799 PO BOX 1100
46 10 OXENDINE DOROTHY N A PO BOX 31 O~~ ~
11 DEESE RUTH 00517, P 0111 511 W 5TH ST 45 38 j
/ ~
12 BLUE PERCELL & WIFE REBA L B 00410, P 0394 PO BOX 241 ~ ~ ` ~ / 37 ~~n. 0
13 REVELS JUDDIE JR & OLIVIA 01504, P 0227 PO BOX 877 36 a
LOWRY JOAN L N A PO BOX 52 ° J 14 ,
15 OXENDINE WILLIAM L & WIFE 00430, P 0318 PO BOX 347
S A P 4 47 16 LOCKLEAR MARY H & DAUGHTER N 0 BOX 58 35
8c AUGHTERS N A PO BOX 584 17 LOCKLEAR MARY H D 48
PROPOSED 30' 18 LOCKLEAR MARY H 8c DAUGHTERS N A PO BOX 584 TI YEA ~ / 34
U LIT SEMENT ~ ~ G~
19 BOWEN KAREN D 00839, P 0314 513 NORMAL ST /
20 TOWN OF PEMBROKE N A PO BOX 866
21 LOWRY GARIARD HEIRS 00792, P 0635 601 NORMAL ST 19 ~ tiq 32 0
22 HUNT MILTON R & WF HUNT POLLY 00592, P 0435 PO BOX 537 ~R 14 SHEET C.3.2 r Gj 33
JACOBS ANCIL 00436 P 0081 512-A BREECE ST ~ 23 (s sr R~ / ~
s Ro 24 SWETT VARDELL 00829, P 0342 PO BOX 3007 09 qQ
25 SWETT VARDELL 01170, P 0344 PO BOX 3007 ~ 4
20 26 JOCOBS RAY & JACOBS WANDA SUE 00497, P 0334 1797 BLUE CREEK RD ~ ~
~ / 31
27 COUNTY OF ROBESON 01670, P 0614 701 N ELM ST 15 ~ ~ -r, ~ / \
28 COUNTY OF ROBESON 01547, P 0458 N A s 22 \
29 REVELS JUDDIE A JR & WF OLIVIA 00616, P 0902 PO BOX 1058 ~ ~ ~ \
30 REVELS JUDDIE A JR ET ALS 00577 P 0101 PO BOX 1058 ~ ~ \ ~ 16 ~ ` \ \ \
31 TED PARKER HOMES SALES INC 01014, P 0770 PO BOX 1048 s \ ~
/ 21 32 HUNT MILTON R & WF HUNT POLLY 00871, P 0893 PO BOX 537 17
CONNECTION TO ' 33 REVELS GARY L & WIFE BOBBIE 00464, P 0218 PO BOX 2354 / \ ~ SHEET NUMBER 25 ~ ~
EXISTING SEWER 18 24 ~
34 HUNT MILTON R & WF HUNT POLLY 00564, P 0256 PO BOX 537 ~ i 1 ~ / SOUTHERN ALIGNMENT
35 HUNT MILTON R 01911, P 0163 PO BOX 537 SOUTHERN ALIGNMENT / INSTALL APPROX. 1,409 L.F. OF 8" C,2. ~
INSTALL APPROX. 1 409 .F OF 8" ~ 36 LOCKLEAR BARBARA ALLEN 00662, P 0485 PO BOX 1076 L . 26 PVC (DR 35) AND APPROX. 529 L.F.
PVC DR 35 AND APPROX. 529 L.F. ROOKS JEFFREY 01114 P 0089 204 W 5TH ~ { } 37 B „ O OF 8" D!P SANITARY SEWER ~
OF 8 DIP SANITARY SEWER 38 CHAVIS LAMA J & HSB 00837, P 0130 455 TRACY SAMPSON RD \ \ N - q
39 LOWRY VICTOR R & WF DEBORAH 00620, P 0843 123 STANLEY RD \ O
IA 00103 P 0040 220 ART R MORGAN RD ~ ` 40 WOODS RUTH D L C E ROAD IMPROVEMENTS N o ~ ~ Z
K AR TEVE 00152 P 0130 PO BOX 176 ` 30 ON BREECE STREET \ ~
41 LOC LE S ~ 27 23 ~ 27 W o e m
42 OXENDINE CHRISTOPHER 00883, P 0160 PO BOX 1959 / ~ \ W Z
43 LOWRY JASON B & ROBERTA LF EST 00954, P 0901 PO BOX 3534 ~ ~
R F ST 00954 P 0901 P OX 534 44 LOWRY JASON B& ROBE TA L E O B 3 \ ~ w z Y
1 ~ 28 45 LOCKLEAR CHERYL R 0 422, P 0241 PO BOX 1240 28 \ SPUR ALIGNMENT ~ ~ W J
46 LOCKLEAR MARSHALL RONALD 00858, P 0714 511 LOWRY ST \ INSTALL APPROX. 213 L.F. OF 8" o off, p U U
47 OXENDINE REGINALD L 01596, P 0826 PO BOX 1869 PVC (DR 35) AND APPROX. 72 L.F.
48 HOLE N A N A ~ 29 OF 8'° DIP SANITARY SEWER
~ i

BEFORE YOU DIG ! W U - •.m'
` CALL 1-800-632-4949 ° 5
N.C. ONE-CALL CENTER Q wN
IT°S THE LAW ! Z o
Z y,~~H~ry~l01p~HN~1,,
Y

E
CONTRACTOR TO REGRADE PK NAIL
E-MH IRECTION INSTALL APPROX. 22 L.F. DITCH TO FLOW IN D „ NORTHING 339057.4373
18 WN OF 8 PVC (DR 35) RIM 172. P-MH#1 OF ARROW SHO FASTING 1939853.7910
1 VC STA. 1+32.63 ~ SANITARY SEWER ®0.40% INV IN 169.16 (3 P ) . „ ~ { INSTALL APPROX. 274 L.F. { + ,38 1 ELEVATION 169.07' ® fi
INV IN 169.11 (6 PVC) RIM 172.54 STA 4 29 „ ~ OF 8 PVC (DR 35) BEGIN DIP INSTALLATION SEE DETAIL C.3.1 ( ~ N ~
INV OUT 168.83 (6 PVC) INV IN 165.92 ~ 1 1 SANITARY SEWER @ 0.40%
i INV OUT 165.92 I t I - - REPAVE APPROX. 1,850 S.F.
G INVERT SEE DETAIL ~ EXISTING INV 168.34' SEE DETAIL 3 t PLU ~ C. OF 5TH STREET FROM STA.
ON WEST 5TH {T~'•) c.a.t PROPOSED INV 168.34 6+04.83 TO STA. 7+24.10 N 15" 5EE DETAIL 10 0
STREET SIDE REMOVE EXISTING 15"
REMOVE APPROX. 34 L.F. RCP STORM PIPE { { " C.4.1 - -
E-MH OF EXISTING 12 RCP ( h APPROX. 252 L.F. - , ~ I " W INSTALL 252 L.F.
RIM 172.19 I FE 172.55 AND REPLACE WITH 15 W IP SANITARY ~ I H PE @ 0.50% OF 8 D ARY FFE 171.39' ® ~ PLUG INVERT
INV IN 168.94 6 PVC D ~ EWER ®0.40% { ) S STORM MANHOLE ~ ~
98' ( FFE 172.62 N INV IN 168. ~ 0 ~?ate PLUG INVERT ~ ~ ~
INV OUT 169.02' 6") ! ~ FE 172.90 { O ~ - L o
~ 1 - .F. - _ _ _ . 133 L ~ o INSTALL APPROX 0 0 0 ~ rn
~ ~ 4 00 ' F 8" PVC DR 35 +0 ._.w~4. 6+ O ( ) _ 6+ ' ' ~
. SANITARY SEWER @ 0.41% ~ ~ ~ _ ~ ~ - - ~ ~T STREET
c~ la ~ 2
N43 618.45E oo~ ~ Q
, „ 18000
I 92 40 32 EXISTING INV 168.59
PROPOSED INV 16$.1T FFE 173.39' FFE 171.20 ~ N
{ FE 174.46 I FI: P-MH#2 FFE 173.66' 1 I I SCALE: 1" = 50'
STA. 0+00 W W STA.4+07.00 I „ 0~ PVC ~ ~ 1 u~
INSTALL 8 9 h ~ SEE DETAIL RIM 175.29 N TO DITCH ~ H fFE 171.70' I TO DITCH I 50 O 50 l1 I ~ r
R 35 BEND to C.3.1 67.02' r (D ) ~ INV IN 1 ~ ~ J ' 1 ~ ~
Q ~ INV OUT 167.02 ~ CB 1 1 SCALE OF MAP MAY UARY ~
{ ~ ~ - ~ REPLACE EXISTING CATC {ISTING CATCH BASIN SEE DETAIL c 3 t DUE TO METHODS OF REPRODUC1i0N. o
O CONTRACTOR TO REGRADE , E-MH C110N EXISTING GRATE 171.15 DITCH TO FLOW IN DIRE { F ZATE 171.15' P-MH#3 ~ ~
STA. 0+00-2.5OL R W SHOWN PROPOSED GRATE 171.1. OF AR 0 , GRATE 171.15' STA. 6+81.38 Vj 2
RIM 172.65 ~ I EXISTING !NV IN 167.75 V IN 167.75' RIM 170.17'
SCALE: 1" = 10' EXISTING INV IN 165.24' INSTP.LL APPROX. 61 L.F. OF PROPOSED INV IN 167.7; ~ V I 165.38' " H PE STORM PIPE AT 0.41% INV IN 167.75' INV IN 168.12' h
PROPOSED IN N 15 D EXISTING INV OUT 167.6 V OUT 167.65' INV OUT 168.12' ~ a
INV OUT 165.38' INV AT DITCH 168.00' P05ED INV OUT 167 PRO ! INV AT CATCH BASIN 167.75 1 INV OUT 167.65' ~ ~ 1 0
N Q
F 24" SEPARATION, UNLESS OTHERWSE SHOWN, FROM BOTTOM OF STOR 9 SEWER AND STORMWATER PIPES TO HAVE A MINIMUM 0 {}M OF STORMWATER PiP~E AND {14) NORTH AMERICAN GREEN FABRICS MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. 50D SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
TOP OF SEWER PIPE. TERALLY FROM
R MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LA 10 LATERAL SEPARATION OF SEWERS OR WATE :RALLY FROM EXISTING OR {15) CONTRACTOR TO INSTALL NEW LATERALS FROM PROPERTY LINE TO HOUSE IN ACCORDANCE WITH
( ~ AT10N IN WHICH P.L.S. L-4492. AL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL SEPAR RMATION PROVIDED BY CAVANAUGH & ASSOCIATES, DAVID ALLEY # PROPOSED SEWERS, UNLESS LOC - IN WHICH CASE: LOCAL AND STATE BUILDING/PLUMBING CODES. CLEANOUTS TO 8E PLACED AT PROPERTY LINES FOR ~
(1) TOPOGRAPHICAL SURVEY INFO TRENCH WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT L FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. A) THE WATER MAIN IS LAID IN A SEPARATE , d AT LEAST EIGHTEEN (18) ALL SERVICE LATERALS. LOCATIONS SHOWN fOR SEWER LATERALS ARE GENERIC AND ONLY INTENDED TO CONVEY INSTALLATION FOR SERVICE REQUIRED. EXACT LOCATION OF CLEANOUTS AND
INFORMATION PROVIDED { L EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. INCHES ABOVE THE TOP OF SEWER; OR : ON A BENCH OF ALIGNMENT OF LATERAL TO HOUSE CONNECTION TO BE DETERMINED IN FIELD BY
3) CONTRACTOR TO•FIELD VERIFY AL { AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENC SAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND B THE WATER MAIN IS LAID IN THE SAME TRENCH IS RESPONSIBLE FOR DISPO EN 18 INCHES Ai 4 CONTRACTOR TTOM OF THE WATER MAIN AT LEAST EIGHTS { } 8) INCHES ABOVE THE TOP OF CONTRACTOR/ENGINEER BASED ON MOST DIRECT ALIGNMENT WITH LEAST BENDS, AND APPROPRIATE
{ } WITH THE ELEVATION OF THE BO VITIES SHOWN. UNDISTURBED EARTH, AND GRUBBING ACTT T TO EXCEED 200 SEPARATION FROM EXISTING WATER SERVICES.
OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NO SEWER. (5) CONTROLLED SEDIMENTATION THE WATER MAIN SHALL BE (16) ALL PROPERTY BOUNDARIES WITHOUT PEED REFERENCE SHOWN HAVE BEEN APPROXIMATED FROM
NEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WA 11 CROSSING A WATER MAIN OVER A SEWER. WHE L.F. INTERVALS. { } H S ABOVE THE TOP OF THE TOP OF THE SEWER, ROBE5ON COUNTY CIS. CONTRACTOR RESPONSIBLE FOR IDENTIFYING ALL RELEVANT ACTUAL
AR AYS OF GRADING ACTIVITIES. THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18} INC E TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENp D LAID AT SUCH AN ELEVATION THAT (6} ALL DISTURBED AREAS SAND BOTH THE WATEI 'H THE WATER MAIN AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUC110N.
TANDARD SPECIFICATION ARRIERS PREVENT AN EIGHTEEN 18) INCH SEPARATION IN WHICH CASE, LLED IN TRENCHES ACCORDING TO S SS LOCAL CONDITIONS ORB { 7 SEWER AND STORMWATER PIPES TO BE INSTA UNLE ARE E UIVALENT TO WATER MAIN STANDARDS OF FERROUS MATERIALS AND WTH JOINTS THAT Q 17 CONTRACTOR TO ENSURE THAT SEWER SERVICE TO ALL EXISTING STRUCTURES IS UNINTERRUPTED. ~ I--. ~ STANDARDS FOR A DISTANCE ( ) ~ ~ Z , (18) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
HEFTS C.4.1, C.4.2, AND C.4.3. SEWER SHALL BE CONSTRUCTED DETAILS ON S N RAL STATUTE 113A CONTROL DEVICES AND AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL O Q W W
NTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GEE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. {8} ACCORDING TO THE SEDIME PLAN. THE R IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOl SEWER, BOTH THE WATER DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO INSURE PUBLIC SAFETY. ~ 0 ~.,1 ~
S SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL 12 CROSSING A WATER MAIN UNDER A SEWER. WHENEVE 51-66 THIS. PROJECT I { } E UIVALENT TO WATER MAIN STAND } PLAN AS PRESCRIBED BY OF FERROUS MATERIALS AND WITH JOINTS Q MAIN STANDARDS FOR A
HERE TO ALL OF THE CONDI110NS SET FORTH IN THE APPROVED / MAIN AND THE SEWER SHALL BE CONSTRUCTED CONTRACTOR SHALL AD LL BE DISPLAYED AT THE N PLAN SHA POINTS OF GROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENT APPROVED SEDIMENTATION AND EROSION CD TROL DISTANCE OF TEN 10 FEET ON EACH SIDE OF THE ( ) ALL BE CENTERED AT THE ~ ¢ Z ~ ~ ~ O C~
CDENR. A COPY OF THE { } N JOB SITE AT ALL T1MES. POINT OF CROSSING. ~ ~ ~ Q ~
-
Aso ~ ~ z z
~~w ~~o
O~o Zw~-
a
W z~
' ~ 185 ~ Q ~ O
\ / 185 . a,. ~ ~ REPAVE APPROX. 1,850 S.F. N
OF 5TH STREET FROM STA. ~ ~
'r D° D ' ~ ~ ~ APPROXIMATE EXISTING GRADE D D a : • ~ ~ K1 N ~ 6+04.83 TO STA. 7+24.10 Q
d d. D mN N to O N~ SEE DETAIL 10 ~ 1 S®
•y <D D ° D to ~ O O `r`/^~ 1 d D . .A ~ ~ V ° ~ ~ ~ C.4.1 ~ Q _
° ° ° 1 S®V-J O N c0 d ; Z h
~ STA. 4+79.26
~ >ZUi M rn~i ~ ~ ~_O _ cQ . Z c{) ' t0 J ~ Q > > ~ EXISTING 15" RCP STORM PIPE iv
INV 167.84' (TO BE REMOVED} ~ ~a'^^o 175 Q
• +NZ(A] ~+r ~W ~~-0 =~"~zpo^ - ~ T W W~ _ - O
175 h O -
'r v ~ ~Q U7p ~Q >W}~- q Ih~x~~ It-~ZZWh ~ Wf~~Wd._ O.f~~~._U}~ T~ + O ~ r i ~ ~ ~ O
~ , d d 4 qr LL~ G
•'a rr r O
t! D d D _ 170 a o.oo% ~ q____ U
FILL MANHOLE TO 17
° ~ H CONCRETE D D , RiM WIT - W 4
dp ° p IN y3 INCREMENTS
D e d C D 0: ~ D D°
r4 d .j ° D D D° . 165
" ^ D ° A ° 1fi5 d
Dd ~ .i B D P. INSTALL APPROX. 22 L.F. INSTALL APPROX. 252 L.F.
s, , t STA 1+23.53 STA 3+98.39 INSI ~ 1 . vs .A t. a . ' °r'~:~.~e;••;'' e: EXISTING 8" PVC F OF 8U PVC (DR 35) OF 8 DIP SANITARY SHEET NUMBER
• • EXISTING 12 RCP STORM PIPE 0 SANITARY SEWER AN INV 168.52 S SANITARY SEWER ~ 0.40% SEWER C~ 0.40%
{NV 168.91' 160
LOWERED TO 160 C.3.1
INSTALL APPROX. 133 L.F. PROPOSED 15 HDPE STORM PIPE
{ OF 8" PVC DR 35) INV 168.22' 0
R ®0.41 % Y SEWS 5ANITAR - N O 1 "
155 PLUG AND GROUT ALL INVERTS N p ~ ~ ~ z
INSTALL APPROX. 274 L.F. °i
~ ~ OF 8" PVC DR 35 ( ) m Q I
SANITARY SEWER ®0.40%
150 w Z w w
50 1 . ~ ; U W

+0 +0 1+00 0+00 5+00 6+00 7+0 J p o~. o U ~
Ew o:
PROFILE VI " , r ~ ~pe,~ ! q~~~t
HORIZONTAL SCALE' 1 = 50
VFR77CAt SCALE• f" = 5'
BEFORE YOU DIG 1 w cf) w v if r'
MANHOLE FLOOR PLAN
NOT TO SCALE CALL 1-800-632-4949 o; w
N.C. ONE-CALL CENTER z u~i r'e;~v o
LE IT'S THE LAW I O Io~~ •e°e0°eensa•°'p'c'AeOe~,
1 O U 0II /f,,l/IlINI11111111{IIIVeoO z
DETAIL WEST 5TH STREET
SCALE: NOT TO SCALE C.3.1

q ! 1 RR ~ ~ INSTALL APPROX. 36 L.F. i L.F. ~
r . to ~ P-MH#7 „ ,t~ , ~ OF 8 DIP SANITARY
(S ST , STA. 7+93.81 , R 1 ~ 1~ ~ F' SEWER @ 0.40% s Ro ~ , 0
p q P-MH 4 RIM 170.11 ~ .
o STA. 0+69.73 INSTALL APPROX. 391 L.F. INV IN 162.82 r' uo q ~ ~ ~ STA $+29.81 PROPOSED SI EWALK ~ D
RIM 169.96 ~ OF 8" PVC DR 35 INV OUT 162.82 • ( ) BEGIN PJC INSTALLATION ~TION SEE SHEET C.3.3
- + 0 INV IN 159.90 ,4 % ~ SANITARY SEWER @ 0 0 a / ~
1~ INV OUT 159.90 \ ! STA 7+93.81 Op ~ x x . 17 / BEGIN DIP INSTALLATION fNSTALL APPROX 9 L 'PROX. 179 L.F.
~ N r r " ~S i EXISTING TREE LIE r~ OF 8 PVC (OR 35) {OR 35) N
!y. ~ ~0 ~ ~ a/ \ SANITARY SEWER @ 0.4 SEWER @ 0.40%
~ : Z~'DO ` / r „ • ~ INSTALL TEMPORARY ~ ~ \ N 9.
' 166 22 35 ~ ~ PROPOSED CLEARING LIMITS i , • ; - / ROCK CHECK OAM TYP. 4 •
~ ~ ~ ) ~x w ~ ~ „ \ ~ ~ SEE DETAIL
1 ~0 „ s ~ 93'4 54 \ ~ ~ INSTALL APPROX. 70 L.F. ~ 0 ~ 170 45 31 / \ P-MH#8
v „ \ \ / 4 C.4.3 ~ R 3 ~b P OF 8 PVC (D 5) ~ ,~'1 \ STA. 10+08.81 / ~
~ ~ ~ Q. SANITARY SEWER @ 0.40% ~ ys \ \ RIM 170.56° ~r ~ ~ ~ INV IN 163.68' / F / ~ ~ m
oo / p~ INV OUT 163.68° _ ~ y ~ °o
S87'17 46.54E ~ 112 31 7 a \
0 9 \ / ~ J ~ . \ \ ~ C / ~ ~ $
0 ~ N TA L APPROX, 143 L.F. ~
E-MH PROPOSED 30' ~ ~ r, OF 8" PVC DR 35 177 5 45 1 ~ Z
STA. 0+00 UTILITY EASEMENT ~ ~ SANITARY SEWER @ 0.41% ~ ~ x ~ ~ C Q
RIM 171.11' ~ / \ ~
EXISTING INV IN 160.56' INSTALL APRROX. 731 L.F. ~ ~ / ~ ~ ~ s , OF 5EDIMENT FENCE AS , \ 96°3'23" ro ~ ~
EXISTING INV IN 159.59 / SHOWN ON THIS SHEET ~ INSTALL APPROX. 99 L.F. ~ ~ \ ` 3
PROPOSED INV IN 159.62' " a INSTALL APPROX. 214 L.F. 5EE DETAIL ~ OF 8 PVC (DR 35) ,f- {DR 35) _ \ ~ ~ SCALE: 1" = 50' ~ N
INV OUT 159.62 p_ OF 8 PVC (DR 35) SANITARY SEWER @ 0.40% >!'1 MH#6 c.a.2 ; STA. 6+51.01 SANITARY SEWER @ 0.40% 50' 0 50' ~ 0.40% ~
~ i / r
RIM 169.65 P--MH#5 STA 5+59.00 4 • ~ \ r ~
/ STA. 4+60.46 3, J,' INV IN 162.24 RELO BEGIN DIP INSTALLATION f:~ r,' INV OUT 162.24' RELOCATE WATER METER ~ ; SCALE OF MAP MAY VARY
~ / RIM 170.17 ~ DUE TO METHODS QF REPRODUCTION.
~ INSTALL APPROX. 72 L.F. INV IN 161.47 P-MH#9 ~ ~
INV OUT 161.47 / OF 8" DIP SANITARY ~ ~ ~ ~ Sl ~ ~ SEWER @ 0.40% INSTALL APPROX. 20 L.F. STA. 12+22.76 ~ ~ ~
~ ~ ; • OF 8" PVC (DR 35) INV IN 164.54 RIM 169.48' - ' °
STA 6+31.00 a~ ~ ~ NV IN 164.54' (P-MH#10) o ~ q a
/ ~ ~ SAMTARY SEWER @ 0.40% INV IN 164.54 ~ BEGIN PVG INSTALLATION \ / ~ . ~ ~ INV NV IN 164.54 (P-MH#13) a INV OUT 164.54' '.~--~Y ~ ~
0
RAND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION UNLESS OTHERWISE SHOWN FROM BOTTOM OF STORM' (9) SEWE , M OF STORMWATER PIPE AND (14} NORTH AMERICAN GREEN FABRICS MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN ~
TOP OF SEWER PIPE. 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1. ~ T-
(10) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN {10) FEET LATERALLY FROM E ALLY FROM EXISTING OR (15) CONTRACTOR TO INSTALL NEW LATERALS FROM PROPERTY LINE TO HOUSE IN ACCORDANCE WITH ~
{1) .TOPOGRAPHICAL •SURVEY INFORMA110N PROVIDED BY CAVANAUGH & ASSOCIATES, DAVID ALLEY P.L.S. ~ L-4492. PROPOSED SEWERS UNLESS LOCAL CONDI110NS OR BARRIERS PREVENT A TEN 10 FOOT LATERAL SEPARATION IN WHICH CA { ) IN WHICH CASE: LOCAL AND STATE BUILDING/PLUMBING CODES. CLEANOUTS TO BE PLACED AT PROPERTY LINES FOR
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. A SEPARA TR H WITH TH TION ON THE BOTTOM OF THE WATER MAIN AT LEAST Ei~ (A) THE WATER MAIN IS LAID IN TE ENC , E ELEVA AT LEAST EIGHTEEN (18) ALL SERVICE LATERALS. LOCA110NS SHOWN FOR SEWER LATERALS ARE GENERIC AND ONLY
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. INCHES ABOVE THE TOP OF SEWER; ~ (4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND B THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH INTENDED TO CONVEY INSTALLA710N FOR SERVICE REQUIRED. EXACT LOCAl10N OF CLEANOUTS AND
GRUBBING ACTIVITIES SHOWN. UNDISTURBED EARTH AND WITH THE ELEVAl10N OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN 18 INCHES ABC ON A BENCH OF ALIGNMENT OF LATERAL TO HOUSE CONNEC110N TO BE DETERMINED IN FIELD BY
, ( ) (5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 SEWER ~ INCHES ABOVE THE TOP OF CONTRACTOR/ENGINEER BASED ON MOST DIRECT ALIGNMENT WITH LEAST BENDS, AND APPROPRIATE SEPARATION FROM EXISTING WATER SERVICES.
L.F. INTERVALS. (11) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER M. HE WATER MAIN SHALL BE (16} ALL PROPERTY BOUNDARIES WITHOUT DEED REFERENCE SHOWN HAVE BEEN APPROXIMATED FROM
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. AT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN 18 INCHES ABOVE THE TOP OF T LAID AT SUCH AN ELEVAl10N TH ( ) iE TOP OF THE SEWER, ROBESON COUNTY CIS. CONTRACTOR RESPONSIBLE FOR IDEN11F11NG ALL RELEVANT ACTUAL
{7) SEWER AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICAl10NS AND ARR H EPARAl1QN IN WHICH CASE BOTH THE WATER UNLESS LOCAL CONDITIONS ORB IERS PREVENT AN EIGHTEEN (18) INC S , THE WATER MAIN AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUC110N.
DETAILS ON SHEETS C.4.1, C.4.2, AND C.4.3. SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS F STANDARDS FOR A DISTANCE (17) CONTRACTOR TO ENSURE THAT SEWER SERVICE TO ALL EXISTING STRUCTURES IS UNINTERRUPTED. ~ O
(8} ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. (18) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC ~ ~
51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE R A Y FOR A WATER MAIN TO CROSS UNDER A SEWER BOTH (12) CROSSING A WATER MAIN UNDE SEWER. WHENEVER IT IS NECE5SAR , iEWER, BOTH THE WATER DEVICESL SIGNSE ETC. DSHALN BE INSTALRLED TO SURE PUB CT SAFETY.PER TRAFFIC CONTROL Q ~ Z ~ ~
CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY WITH JOINTS E DIVALENT TO WATER MAIN STANDAR MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND Q AIN STANDARDS FORA ~ ~ ~ L ~ J ~ N
NCDENR. A COPY OF THE APPROVED 5EDiMENTA110N ANO EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINTS} OF CROSSING. A SEC110N OF WATER MAIN PIPE SHALL BE CENTEF JOB SITE AT ALL TIMES. L BE CENTERED AT THE ~ ~ (L ~ r-
POINT OF CROSSING. O ~
~J ~
190 1 o ~
~ 4 ~~o Z W ~ O
185 ~ - - - W --155 ~ Q W ~ ~ ~
~S V~ ~ ~
O

18 m ~ _ ~ 1 0
as vv~
N ~ ~
N~ h N ~ ~ O ~ d' 00 ~ o0 t0 N tO M t~ ~t d~ c0 1 W
O - Oi ~ M O ~ t0 j~ ~y r- cV 175 O~~'" _ _ ~ NN t0 ~ t0 t0 F-
pT~O~ O- I'7:-N'' ~pO~~' ON~ZZ~ - 4
_e-i~ZO ~ ~-_O
I ~ ~ > > _ ? o APPROXIMATE EXISTING GRADE ~ ~ - ° _ ~ ~ z ° _ - ° ~ I ~FQ..~» ~.t~LYZZZ
wcn~?? ~Q ~Q~» ~ gQ~» I I H-ZZ Q~» ~ I ~--ZZ n.v,~?? o
acne? atn~_ i ~-_zz atn~-- - -1 ?0 a
170 - ~ -
v
w
165 1s5
SHEET NUMBER
1 so 1 o
C.3.2
INSTALL APPROX. 99 L.F. INSTALL APPROX. 143 L.F. INSTALL APPROX. 179 L.F. INSTALL APPROX. 214 L.F.
OF 8" PVC {DR 35) OF 8 PVC (OR 35) OF 8" PVC {DR 35) OF 8" PVC (OR 35)
SANITARY SEWER @ 0.40% SANITARY SEWER @ 0.41 SANITARY SEWER @ 0.40% SANITARY SEWER @ 0.40% p e,,,
155 155 " o
0
INSTALL APPROX. 391 L.F. INSTALL APPROX. 72 L.F. INSTALL APPROX. 20 L.F. INSTALL APPROX. INSTALL APPROX. 70 L.F. OF 8" PVC DR 35 " N o av. ~ ~ ALL APPROX. 36 L,F, ~ W ~
„ ( ) OF 8 DIP SANITARY OF 8 PVG DR 35 OF PVC (DR 35) OF 8" DIP SANiTI 3 DIP SANITARY ~ o Q
( ) SANITARY SEWER @ 0.40% SANITARY SEWER @ 0.40% SEWER @ 0.40% SANITARY SEWER @ 0.40% SEWER @ 0.40% _R @ 0.40%
150 150 w o
W U W W
2+ +0 4+ 5+00 + 7+00 +0 +00 0+00 1 +0 ~0 1 a+oo 11 + 1 + 1+00
o a o v
PRFIEVIW
~ ease u~
HORIZONTAL SCALE• 7" = 50' d eeeeete~ yy
~anca~ .sra1F~ ~ 5~
BEFORE YOU DIG 1 w _
oQ W su~ : Q; CALL 1-800-632-4949
N.C. ONE-CALL CENTER ¢
IT'S THE LAW ! o ,~''%y.....~•°~,®',~'
Z++•ry+He+w+MteO°e~

INSTALL APPROX. $09 L.F. CONTRACTOR TO I
- - - - - - - - _ INSTALL APPROX 41 L.F. OF SIDEWALK AND CURB AND BACKFILL DITCH WITH
I P 1.00% I ~ GUTTER ON NORTHERN SIDE SUITABLE MATERIAL OF 24 HD E @ P-MH#12 !
~ OF GREECE STREET FROM + I i SEE DETAIL tt I5TA. 19+38.31 ~
STA. 2+85.17 ON SPUR CB 2 I c.a.z _ - !RIM 169.48' f®®®
~ ALIGNMENT TO 17+47.05 ON GRATE 169.00' • SOUTHERN ALIGNMENT ~ ! INV OUT 167.42' - -
i+'9 INSTALL APPROX 113 L.F. INV IN 165.73 + SEE DETAILS "
~ 3 5 OF 24 HDPE @ 1.00% INV OUT 164.07 171.75 171.75' u
r C.4.2 C.4.3 P-MH 10 1 P-MH 13 I I #
# ~ STA. 15+16.83 STA. 2+85.17 I REPAVE APPROX. 12,300 S.F. FFE 170.98' N
I I RIM 169.58 RIM 168.83 OF GREECE STREET FROM SEE D 1 I y ~ SEE DETAIL C 3 ~ ! N
I STA. 2+85.17 ON SPUR INV IN 165.72 INV IN 165.69 ~ ~ ~ Q 0
1 .69' IN TALL APPROX. 72 L.F. ALIGNMENT TO 17+47.05 ON INV OUT 165.72 INV OUT 65 S SOUTHERN ALIGNMENT F INSTALL APPROX. 191 L.F. ~
~ CB 4 OF 8 DIP SANITARY ~ I ~ FFE 171.26 W SEE DETAIL GRATE 169.51' ~ OF 8" DIP SANITARY ~
SEWER @ 0.40% tt J CB 3 I FES 165.73 ~ ~ INV IN 162.53 ~
l I I GRATE 168.87 , e.4.2 „ ' ~ FFE 171.61 INV OUT 162.43 I ~ SEWER ~ 0.40 Q m N
I , I I INV IN 163.76 ~ ~ FFE 172.97 ~ + I ! ! ~
I .INSTALL APPROX. 294 L.F. INV OUT 163.6fi = ti
OF 8" PVC DR 35 FFE 170.83 F 171. 5' ~ ( ) ~ 83'18 2 ~ ° • ~ SANITARY SEWER ®0.40% ~ . 94'23'12" ~
96 3 23 _ ~ . ~ ~ 6~ ~
I ~
+ ` ~ b
BREEC EET ro
~ PLUG INVE - PLUG INVERT
~ ~
P-MH 11 SCALE: 1" = 50' ~ ~
STA. 12+22.76 179'57 25 7+47. INSTALL APPROX. 213 L.F. REMOVE APPROX. 47 LF. OF STA. 1 STA. ~ +47.05 50' 0 50' C
OF 8" PVC (DR 35) RIM 169.48 EXISTING 24" RCP AND REPLACE CB 5 RIM 170.08' RIM 170.08'
SANITARY SEWER @ 0.40% INV IN 164.54' (P-MH#10) 5% GRATE 169.08° INSTALL APPROX 20 L.F. INV IN 166.6 WITH 24 HDPE @ 0 2 „ ! INV IN 166.65' ~
INV IN 164.54 (P-MH#13) ~ I INV OUT 163.81 OF 15 HDPE @ 0.25% INV OUT 166 ~ EXISTING INV IN 162.43 INV OUT 166.65' ! ! ! ! SCALE OF MAP MAY VARY
REPAVE APPROX. 3,100 S.F. OF GREECE INV OUT 164.54 PROPOSED INV IN 162.43' I I F 171.75' INSTALL API
STREET, INSTALL APPROX. 240 L.F. OF EXISTING fNV OUT 164.34 ( INSTALL APPROX. 809 L.F. OF CURB AND I I ! DUE TO METHODS Of REPRODUCTION. ~ k GUTTER ON SOUTHERN SIDE OF BREECE STREET ~ z
SIDEWALK ON NORTHERN SIDE, AND STA. 12+22.76 (SOUTHERN ALIGNMENT} FFE 170.74' GUTTER ON FFE 171.48 PROPOSED INV OUT 162.33 ~ I FROM STA. FROM STA. 2+85.17 ON SPUR ALIGNMENT TO C
INSTALL APPROX. 240 L.F. OF CURB STA. 0+00 (SPUR ALIGNMENT} AND GUTTER ON BOTH SIDES PAST - 17+47.05 0 17+47.05 ON SOUTHERN ALIGNMENT 0
I INSTALL APPROX. 230 L.F. SEE DETAIL STATIONING AS ALTERNATE BID #1 FES 162.33 SEE DETAIL 3 ~ 4
OF 8" DIP SANITARY (STARTING AT STA. 2+85.17) FFE 173.18' I I SEWER ®0.40% C.4.2 ~ ~
~ v
0 y
(9) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF STOR 'OM OF STORMWATER PIPE AND (14) NORTH AMERICAN GREEN FABRICS MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN ~
TOP OF SEWER PIPE. 2:1. SOD SHALL BE USED FOR ALL SLOPES FLATTER THAN 2; 1.
10 LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM ( ) ;RALLY FROM EXISTING OR (15) CONTRACTOR TO INSTALL NEW LATERALS FROM PROPERTY LINE TO HOUSE IN ACCORDANCE WITH ~
(1) TOPOGRAPHICAL •5URVEY INFORMATION PROVIDED BY CAVANAUGH & ASSOCIATES, DAVID ALLEY P.L.S. # L-4492. PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN 10 FOOT LATERAL SEPARAl10N IN WHICH L ( ) IN WHICH CASE: LOCAL AND STATE BUILDING/PLUMBING CODES. CLEANOUTS TO BE PLACED AT PROPERTY LINES FOR ~
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDAl10N. S LAI IN P TH VATION ON THE BOTTOM OF THE WATER MAIN AT LEAST I (A) THE WATER MAIN I D ASE ARATE TRENCH, WITH E ELE J AT LEAST EIGHTEEN (18) ALL SERVICE LATERALS. LOCATIONS SHOWN FOR SEWER LATERALS ARE GENERIC AND ONLY
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING U11LI11E5 BEFORE COMMENCING CONSTRUCTION. INCHES ABOVE THE TOP OF SEWER; OR (4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND B THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCI INTENDED TO CONVEY INSTALLATION FOR SERVICE REQUIRED. EXACT LOCA710N OF CLEANOUTS AND
O GRUBBING ACTIVITIES SHOWN. UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN 1$ INCHES AE ON A BENCH OF ALIGNMENT OF LATERAL TO HOUSE CONNEC110N TO BE DETERMINED !N FIELD BY
, ( ) (5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 SEWER 3) INCHES ABOVE THE TOP OF CONTRACTOR/ENGINEER BASED ON MOST DIRECT ALIGNMENT WITH LEAST BENDS, AND APPROPRIATE SEPARATION FROM EXISTING WATER SERVICES.
L.F. INTERVALS. THE WATER MAIN SHALL BE (1fi) ALL PROPERTY BOUNDARIES WITHOUT DEED REFERENCE SHOWN HAVE BEEN APPROXIMATED FROM
(11) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER (6) ALL DI5TURBEO AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. A THE BO iN I AT LEAST EIGHTEEN 18 INCHES ABOVE THE TOP OF LAID AT SUCH AN ELEVATION TH T TTOM OF THE WATER MA S ( ) THE TOP OF THE SEWER, ROBESON COUNTY GIS. CONTRACTOR RESPONSIBLE FOR IDENTIFYING ALL RELEVANT ACTUAL r.,,
(7) SEWER AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND BARRI R PR IN H SEPARATION IN WHICH CASE BOTH THE WATEF UNLESS LOCAL CONDITIONS OR E S EVENT AN EIGHTEEN (18) C , H THE WATER MAIN AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. ~ ~ ~
DETAILS ON SHEETS C.4.1, C.4.2, AND C.4.3. SEWER SHALL BE CONSTRUCTED 4F FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS STANDARDS FOR A DISTANCE (17) CONTRACTOR TO ENSURE THAT SEWER SERVICE TO ALL EXISTING STRUCTURES IS UNINTERRUPTED. ~ ~
(8) ACCORDING TO THE SEDIMENTAl10N POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. (18) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE A WA R MAIN TO CROSS UNDER A SEWER BOTI (12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR TE , SEWER, BOTH THE WATER DEVICESL SIGNCES AND AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL Q ~ 2 ~ W ~
CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY J ! TS UIVAL NT TO WATER MAIN STAND MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH 0 N EQ E MAIN STANDARDS FORA ~ S, ETC., SHALL BE INSTALLED TO INSURE PUBLIC SAFETY. ~ ~ J ~
NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SEC110N OF WATER MAIN PIPE SHALL BE CENTS JOB SITE AT ALL TIMES. 1LL BE CENTERED AT THE ~ ~ ~ Ly ~ ~
POINT OF CROSSING. O ~
SPUR ALIGNMENT SOUTHERN AUGNME 1 190 190 ~ ALIGNMENT CL ~ ~ O >-z ~~o
Q w ~ ~
U1-~ ~z~
W 8 1 5 185 185 --1 _ _ ~ Z w ~ j
W o .
~ 3 N } ~ •
a M O
Q ~ ~ a V cn
o z Q a° z Q r 1 18® 180 z d
W ~ Z o o Z -
m~ Z W Zd LJ
g~
AP R XIMAT i I ~ co P O E EXISTING GRADE a s = ca ~i ~ V ~ in
_ 175 175 d ~ ~ N 175
175 ~ _ ~ pp ~ ~ ~ Q O ~p ~ pp t0 D ~-~O~„ r N+~.r
{V~~'d'r ~N~ZO .E.~'tpcp 0+~~~
~ ~ - ~N~~r~ ~~cOp ~ I Q~~~ '"c°zz~ _ ~zo APPROXIMATI APPROXIMATE EXISTING GRADE ~ ~ r Z o = ~ ~
av~i~zz _ .-__o ~ I td- ~ » ~ ~ O
~~~zzz acnc>:?? ' 170 a
1?0 170 170

W
_ ' O
1 165 _ _ 165
STA 0+24.03 INSTALL APPROX. 72 L.F. EXISTING 12" RCP INSTALL APPROX. 230 L.F. INSTALL APPROX. 191 L.F. ~
OF 8" DIP SANITARY STORM PIPE OF 8 DIP SANITARY OF 8" DIP SANITARY SHEET NUMBER
SEWER @ 0.40% INV 167,92' SEWER ~ 0.40% SEWER ~ 0.40%
1 1® 1 so 1 o
T C.3.3
STA. 14+85.24 INSTALL APPROX. 213 L.F. INSTALL APPROX. 294 L.F. „ STA. 16+00.00
OF 8" PVC DR 35 OF 8" PVC (DR 35} EXISTING 24 RCP STORM PIPE ( ) , iTORM PIPE PROPOSED 15" HDPE STORM PIPE o0
SANITARY SEWER @ 0.40% SANITARY SEWER @ 0.40% INV 162.95 INV 162.78' 155 N ~
- 155 155 155 o
- LOWERED TO
PROPOSED 24" HDPE STORM PiF N o 4 ~ ~ 'E STORM PIPE W ~
INV 162.41' W
m „o ~
1 150 150 150 w z
W U W W
+ 1 +00 0 0 1+ 1 + 14+0 15+0 16+0 3+00 2 00 + ~ 7+00 1 + 1 + 2a+oo ~ ' ~ v
o a v v ~
PROFILE VIEW PROFILE VIEW .I~v~
HORIZONTAL SCALE.' i" = 50' HORIZONTAL SCALE• 1" ) c i r ~ ~a e.
v~anr.,a~ .Sr.,ar F• f p = .5' VERTICAL SCALE.• _
V ,oa -fir yer
BEFORE YOU DIG ! °w F ' 'gym= U
CALL 1-800-632-4949 ° w
N.C. ONE-CALL CENTER z w r'•;~o
GREECE STREET GREECE STRE STREET IT'S THE LAW 1 o -iy'••••.........•••o,,.~•

E 3 c f O c
TRAFFlC WEIGHT PLUG CONCRETE COLLAR :TE COLLAR I~j 45' LONG ~ c
R a RADIUS BEND
COVER 120 Tbs. MINIMUM ~QTES: NHOLE RING AND COVER (SEE DETAIL 2/C.4.1) 1 7/8
1. VENTED MANHOLE 3 8" 6" ~TE5' CLEAN OUT MAIN SEWER O 1. CONCRETE COLLAR NOT ~
CLASS "A" CEMENT GROUT COVERS TO BE PROVIDED " AT 1,000 FT MAXIMUM NEEDED WHEN CLEANOUT 45' WYE ' i BRANCH ~ OCCURS IN CONCRETE ~
EXIST. GRADE t INTERVALS. ALl OTHER PAVEMENT. SERVICE ~
GRADE COVERS TO BE SOLID. " RON RISER EXIST. \ ~ 1/4 4 DUCTILE I + THIS MIN. HEIGHT IS PROVIDED 2. DUCTILE IRON PIPE AND DURING CONSTRUCTION AND MAY BE ~ LINE
\ \ \ \ sEGTION / / \ \ \ \ ~ 2. LIDS & FRAMES TO BE r\/~//~//~.
/ / / RATEa FOR H-20 r~~ LOADING. w4 e CONCRETE BLOCKING IN f1NAL GRADING. E LOT OWNER DURING l PLAN 1. DEPTH OF SEWER LATERAL AT R/W TO BE SUFFICIENT TO PROVIDED ~
PRECAST MANHOLE SECTIONS I rq 6" 6" i SEWER SERVICE TO STRUCTURE. a
MANUFACTURED ACCORDING PLUG do BRASS CAP NON-TRAFFlC GROUND SURFACE 2. ALL P.V.C. SEWER SERVICES TO BE
TO ASTM C-478 R ~ COST OF CONt~iETE TO . SCHEDULE 40.
PROPYLENE WITH 0-RING GASKETS BE INCLUDEa IN UNIT PRICE POLY , 3. CLEANOUTS REQUIRED EVERY 100
) OF CLEAN OUT . ASTM C-443 OR COATED STEEL )IP ~ L.F. AND';AT EVERY CHANGE IN ,Q
UTYL RUBBER SEALS 45 DIP M.H. STEPS - B 000 PSI BEND „ MINIMUM 3 I ~ SCHEDULE 40 P.V.C. DIRECTION.
AT 12 VERTICAL CONCRETE BLOCKING ~ i o a 4. CLEANOUT DETAIL TYPICAL FOR
ACING O.C. 231/2 4 SP ~ " ~ INTERMEDIATE AND HOUSE C a
Z ~ "-45" DiP WYE . •s ~ Q 4 z CONNECTION. ~ _ 45' WYE ~
J 0. ? J. SERVICEi~t.INE BEND SLOPE 1/8" PER FT. MIN. 1/4" Q
w 4 OIP PER FT. PREFERRED
W ; , e 25 1 / -•d- FLOW ~ 4 -0 (TYP.) 45' LONG RADIUS BEND ~ C _I ro ~
''r ~ 23 3 4 ' I
(n 4" SCH 40 PVC PIPE SEWER MAIN ~ E
~ PROP. ~ 6" L SERVICE 3
a PVC PIPE 7 t/2 24" ~ •.a ELASTOMERIC RUBBER BOOT 1 4 CAP AT THIS POINT WHEN USED LINE ~ ~ ~
T EVATIONS 22 / 3,000 PSI. CONC. IN MANHOLE A EL 2 7 $ / AS END OF LINE CLEAN OUT. ~~~......//J ,a,
ON " IPE CAP AT THIS POINT WHEN BUILT UP INVERT AND ANGLES SHOWN 4 SCH 40 PVC P USED AS END OF UNE ELEVATION RA"" ~ y
BENCHES PLANS. 24 3/4 CLEANOUT AND .,r FRAME 18Z Tbs. ~r 1/2 ~ ~
r• 33 . r
tt • ~ t . a ~ ; .A, t: e' • : • . ,~;s ~ MEASUREMENTS IN INCHES t AT RA ANN TION
"°~•'~C~•e:1 u te.• a 4: 3 't 'r:. .O r DETAIL 4 ~ z
C,4.1 SCALE: NOT TO SCALE SCALE: MOT TO SCALE C.4.1 ~
" TONE BASE MATERIAL 8 COMPACTED S j a
TONE 2 (#57 S )
L SCALE NOT SCALE C.4.1
w
ELA5TOMERIC BOOT
WITH S.S. CLAMPS (TYPICAL
ALL MH CONNECTIONS) .
Bc + 18" PROPOSED FG Bc + 18"
PROPOSED FG {----Bc Bc
I • 6 EXTENDED BASE PROPOSED FG c
~ , MAGNETIC ID TAPE NATIVE CLASS II OR ~ '
NATIVE CLASS it 4R 18 BE[.OW FG CLASS III COMPACTED
F~~ CLASS III COMPACTED 3' MIN. BACKFILL 12" N
SMOOTH, LONG NO JOINTS FOR PIPE WILL BACKFILL " 3' MIN. NATIVE CLASS II OR 12" I 12" MIN. MAGNETIC ID TAPE
RADIUS BENDS BE ALLOWED IN WALL SECTION 12 MIN. CLASS Itl COMPACTED MAGNETIC ID TAPE BACKFILL 18" BELOW FG ~ ~ Q
18" BELOW FG • • • • • • • • • • • • 4" MIN. COVER TRACER WIRE AS
• . • REQUIRED (SEE EXISTING ~ J
MANHOLE FLOOR P~ EXISTING-------,._^,. . • SPECIFICATIONS) PIPE Bc/2 • . .
T SCALE p ~ Bc, NOT 0 PI E ~ ~ CLASS I 57 WASHED • ~ . PIPE • • • 6c/2 ~ W Q
CLASS I 57 WASHED • • " # IAL • ~ Bc~ # • • . , , • Bc/8, 4 MIN. STONE BEDDING MATER Bc/8, 4" MIN. CLASS 1 # 57 WASHED ~ • ~ • Bc/8, 4" MIN. ~ f n V ~ STONE BEDDING MATERIAL ~ ~ J =
ERIC BOOT STONE BEDDING ELASTOM MATERIAL ~ CL o
TYPICAL EXISTING WITH S.S. CLAMPS ~ Z OC W
MH CONNECTIONS , ALL ) , N~
1. USE FOR ALI 6 EXTENDED BASE LINES WHEN FUSE FOR ALL PVC PRESSURE 1. ~ US FOR ALL STORM LINES WHEN EXCAVATION OF DRAIN PIPING. Q ~
TRENCH BOT TRENCH BOTTOM RESULTS IN 2. USE SUITABLE TAMP RODS TO O 0
1. USE FOR ALL GRAVITY SEWER C, UNSTABLE PVC PIPE. FOR ALI ~ 2. USE l~,L~:f9@LE. CONDITIONS. ENSURE BEDDING IS THROUGHLY USE FOR ALL GRAVITY SEWER TAMPED UNDER THE PIPE
2. USE SUITABLE TAMP RODS TO IR I DUCTILE IRON PIPE, HAUNCHES. ~ ~ ~
DING IS THROUGHLY DUCTILE 0 ENSURE BEa THE PIPE 3. USE SUITABI TAMPED UNDER ENSURE BED USE SUITABLE TAMP RODS TO 3. Bc =DIAMETER OF PIPE BARREL. r ~
HAUNCHES. TAMPED UNC ENSURE BEDDING IS THROUGHLY ~ v J a TAMPED UNDER THE PIPE O
3. 8c =DIAMETER OF PIPE NCHES. . HAU BARREL Bc = DIAME' HAUNCHES.
SMOOTH, LONG N0 JOINTS FOR PIPE WILL 4 Bc =DIAMETER OF PIPE BARREL.
ADIUS BENDS BE ALLOWED IN WALL SECTION R
'
MANHOLE FLOOR PLAN I; I
ALE 6 NOT TO SC 5 C.4.1 SCALE: NOT TO SCALE C.4.4
SCALE: NOT TO S LE C.~ SCALE: NO SCALE C.4.1
O
1
SCALE N TO SCALE C.4.1
O
ti
LIZED AGGREGATE STABI
COMPAC1Ea AGGREGATE BASE COURSE TYPE 1) ( U W
BASE COURSE (TYPE 1) 10096 ICKNESS SAME AS EXISTING 100 MAX DENSITY NEW GRAVEL, SIZE ANa MAX DENSITY ~ HOT LAID ASPHA LAID ASPHALTIC CONCRETE
TO MATCH CONCRETE DRIVE OR WALK, (5" MIN FACE COURS GRADATION SUR FACE COURSE -TYPE 1
EXISTING THICKNESS FOR CONCRETE DRIVES, SAW CUT EXISTING 4" THICKNESS FOR CONCRETE EXISTING
DEPTH TO MATCH " PAVEMENT AND 157{NG SURFACE NG GRAVEL 4 MIN WALKS) EX EXISTI ( ) REMOVE BEFORE SURFACE
TRENCH IS
EXGAVATEa. 8. a a d a d' a
000 A pAA oAa ~ a ~ ~ d i oA,p Ap ,0 0 I~ 2 2° SHEET NUMBER
°0 0 'p oA oA OA A OA A oA A oA A
oA ~p AO °p °p oA 'a 0 °p p soap oA oAp °p a _ A °p tl o A o.0 A °a o A °0 ,0 0 •0 0
- I ~_-_~~iTi ~I p p °0 A D I I I F-I I f=11 ~ o A <o II- .p °p p a C.4.1
J I f BACKFlLL II 1~~~ i-~ i I Tf= Mai. _ - ~ ~ I I
EXISTING GRAVEL i~an nr~Fi li„ I~1 ~I~~~I ~ oA oA I-i ~fl T1~I a p °p 8">a III I' I , 6 •a III 3 MIN. p0
~llli~ n ~ f n ~ ~
AS ~p1 1T BACKFILL N ~
12" ~g 00 V m O
• " VARIES 9" 12 9 9" 12" ~ ~ W Z
EMBEDMENT VARIES
PIPE A5 REQUIRED TRENCH m • • ~ ~ Cj
-III=I I II prpE J1~11 ~I I - III PIPE
(f~l~ I l l~ I I I>~ I ~_I I-II III II ill II~!li EMBEDMENT AS REQUIRED w 1- W W
- _ I ~ ~ III I I I ~f~ll Ill" II ll I _ .~--T I , I I . I I1 _ I ~ ~ ~ ~ U
I.... 4 to W Q
~~y 1LVi IiQ1Y.t7i. NOTES: p Q~,. 4 U ~
SHALL BE CUTiN EMBEDMENT AS REQUIRED IN NEAT 1. EXISTING GRAVEL DRIVE 1. EXISTING CONCRETE SHALL BE CUT S 1. EXISTING PAVEMENT SHALL BE CUT IN NEAT LINES.
NEAT LINE LINES, " D: oe~ ' ~
IRED FOR BACKFILL, FI 2 95X COMPACTION REQUIRED FOR BACKFILL, EXCEPT FOR TOP 8" WH 2. 9596 COMPACTION REQU 2. 95X COMPACTION REQUIRED FOR BACK LL, FOR TOP 8 WHICH 0 a`''
PT FOR TOP 8" WHICH SHALL BE 100 8" WHICH SHALL BE 100. SHALL BE 1009iL EXCE EXCEPT FOR TOP Z ~ O eq,0~ t9 Iii ~ ~ O
(~WU= ® Wtn~
..r•...~t nnllir ClCDAID w HA~"~ 11 / ,n
f IV UKAVLL UI%I VG Rrrr+tn 9
8 SCALE NOT TO SCALE C.4.1 31.
SCAIE NDT TO SCALE C.4.1 SCALE: NOT TO SCALE C.4.1 Z °°iie~ eee ~?Cs
Z

E a U
MINIMUM 2" x 2" x 48" WOODEN POSTS OR OTHER Vi C
APPROVED MATERIAL STEEL OR Syh WOODEN POST 2 0' ~ ~
~'F ~R WELDED WIRE MESH
nC % f NC °r BACKFILL ~ _ dl
R .p q a/'~ R. 6" i, 6" p ~0 '4 ~'~C n9 N SILTATION N '¢DS Fey T ~9~ EROSID & C
'4/?+'ryC ST FF e CONTROL FABRIC GROUND LINE
~ q~ q'~'0 ANC . a 3" R, S~, O,ys qR N ~ 6 „ GC F C WELDED WERE MESH ~ ~~I " „ 6~" PLACE RIP RAP AROUND PIPE AS DIRECTED BY
~ ~ =11 • • ~ 1111= 24 MIN. EXTRA DEPTH 12 THE ENGINEER N
Ili~ll_II If REQUIRED FQR i - ~ ~-~~'~-I_L-ul D- .r-~,. N4IE~. NON-STABLE SOILS ,
BURLAP SHALL NOT - N ~a M
I hI' " c BE USED. ~ 6 0 0 ~ o 0 0 µ , 1 o F
- COMPACTED FILL SECTION VIEW N0. 57 B• c _ ~ SEDIMENT CLASS II ~l~
' ~ II_ WASHED RIP RAP }~--~~II -11~~ ~N STONE .LLl-- I Iil~ I \ \ " N ~
III I ~i A 6 OF ABC STONE B SE SEE PLAN FOR DIMENSIONS fi
- ~ NOT TO SCALE 6" Illli_Illil AND MATERIALS TO SE USED N
=ilu~ ~ 3,000 PSI CONCRETE ALTERNATE: IN LIEU OF BURYING FOR ROOF ~.6AIN LF DA ERS: L o
SKIRT, 6" OF N0.5 STONE MAY BE 18"x18" APRON CLASS 'A' ~ C rn
USED TO ANCHOR SKIRT. ~NERAL NOTES: RIP-RAP 12" MEN. STONE ~ o THICKNESS ro ~
ARE STONE DUTIET CLASS II SEC110N
ddG ~ RIP-RAP BASE WITH WASHED 1. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEL 12 GAUGE 4"X4" OR ~E~ STONE FACE SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SAT VTERVALS, EXCEPT THAT A 15' Q. z OR WHEN SATISFACTORY SUPPORT
" RE\ G ~ FOR THE FACE FORM CAN BE OBTAINED IMIHOUT THE USE OF TE 2X4 WELDED WIRE ~ R~~ ~ INTERVALS. THE USE OF TEMPLATES AT 10' 12» 2:1 SLOPE ~
HOOKED ONTO ~pN CFO ~ .c
PREFORMED CHANNELS ~A\5 ~v~ , ON METAL POSTS, OR vi ° 2. JOINT SPACING MAY BE ALTERED AS DIRECTED BY THE ENGINEER P THE ENGINEER. r I~-,~
FASTENED TO CEDAR v~ ~,1~`~ REINFORCED STABILIZE Q~TLET STANDARD FLARED I , K ~,~~Ir' }V~J USE OF TEMPLATES OR FORMED BY END SECTION
litP 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLp OR WOOD POSTS WITH 6 g 2 OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORT N0. 8 STAPLES. ~ ~ T . ~ I~Ii ~ li~'~T 1~1T~j;l~~~ F II ~ N S ARE NOT FORMED BY TEMPLATES, A , i.,, w
• SCALE: NOT TO SCALE C,4,2 MINIMUM DEPTH ~ 1 1/2" SHALL BE OBTAINED. ALL CONSTRUC' ALL CONSTRUCTION .JOINTS SHALL BE ~
FILLED WITH JOINT FILLER AND SEALER EXPANSION JOINTS SHALL ' INTERVALS, AND ADJACENT TO AIL RIGID OBJECTS. V JOINTS SHALL BE SPACED AT 90' ~ 3. ~ ~
t,'"
~ 4. ALL DIMENSIONS SHOWN ARE FROM CURB FACE MAXIMUM SEDIMENT STORAGE LEVEL.
' REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED OR AS DIRECTED BY RIP--RAP OUTLET PROTECT(0~
CONSERVAl10N INSPECTOR. DT I 4 ~ o
' » ' _ 2 -0 CURB AND G~~, SECTION SCALE: NOT TO SCALE C.4.2 ~ M
ULTRAVIOLET RESISTANT BLACK MIRIFI 3 _ ( ) - FABRIC 0R EQUIVALENT SECURED TO 3 j a
° T CLIPS OR WIRE AT SCALE: NOT TO SCALE C.4.2 _ WIRE WITH ME AL C.4.2 0 ~ w ~
8" OFF CENTER. U
___.NATURAL GRADE
CARRY APPROXIMATELY 12" OF FABRIC INTO
-TRENCH, COVER WITH SOIL AND TAMP BACKFILL. a
-CARRY 6" OF WIRE INTO TRENCH. c
" 0 POSTS AT ~ METAL, CEDAR OR 4X4 TREATED WO D WASHED STONE ~ m U
10' OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS ~ 4 OR 5 MESH
5HOUlD BE 3' DEEP MINIMUM. CATCH BASIN TO THE INCH GALV. WOVEN
~DIMENT FENCE DETAIL WIRE CLOTH.
NOT TO SCALE STEEL POSTS SEEDING SCHEDULE GENERAL NOTES: SEEDING MIXTURE
" F A A WASHED STONE SPECIES RATE (LB/ACRE) DATES Q
1. FENCE FABRIC SHALL BE A MINIMUM OF 32 IN WIDTH AND SHALL HAVE A MINIMUM 0 6 LINE " Y SPACING. PEN5ACOLA BAHIAGRASS 50 SEPT 1~APRIL 1 WIRES NMTH 12 STA
RYE GRAIN 25 SEPT 1 APRIL 1 0 EXCAVATE TRAP KENTUCKY 31 FESCUE 25 SEPT i-APRIL 1 W
2. FLIER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT. BURLAP CANNOT BE USED 9" MIN. #5 WASHED STONE ~
WHERE SILT FENCE IS TO REMAIN FOR A PERIOD MORE THAN 30 DAYS. F SEEDING MIXTURE F~4+" o tOk~ ~ , Zj~ ~ SPECIES RATE (LB/ACRE) DATES
3. STEEL POSTS SHALL BE 1.33 LBS./L.F. HAVE A MIN. LENGTH OF 5 AND BE OF THE PENSACOLA BAHIAGRASS ?5 APRIL 1-SEPT 1 ~Wz ~ ~
SELF-FASTENER ANGLE STEEL TYPE. a ~ BROWNTOP MILLET 35 APRIL 1-SEPT 1 ~ ,MIN. BELOW LEVEL ~
H N IAMETER. WIRE FABRIC SHAIL ~ ~ KENTUCKY 31 FESCUE 50 APRIL 1-SEPT 1 4. WOOD POST SHALL BE 5 FEET IN HEIGHT ANO BE 4 INC ES I D A A OF LOWEST BANK m \S"' ~ Q~ ~
BE FASTENED TO WOODEN POST WITH NOT LESS THAN N0.9 'MRE STAPLES 1 1/2" LONG.
SEDIMENT FENCE STEEL POSTS SOIL AMMENDMEN~ APPLY LIME AND FERTILIZER ACCORDING TO SAIL TESTS, OR APPLY 3,000 LB/ACRE 3,000 LB/ACRE RIP RAP w v ~ ~ ~ ~ ~
FERTILIZER. (CLASS "B") a.5o' ~
1. A RIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. F1LTER B R DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. PLAN VIEW SECTION A-A °o ~12" ~ O ~ 0
NOTES: MULCH VOTHER SUITABLE ¢
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER QF ANOTHER SUITABL EXPECTED USABLE LIFE AND THE BARRIER ST1LL BE NECESSARY, THE FABRIC SHALL BE 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIN N R BY RIMPING ~ Q 4.1 O~ Q G, 0 C SECTION A-A
REPLACED PROMPTLY. HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE: SEDIMENT FENCE. REMOVED SEDIMENT SHALL BE WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN 1' STRAIGHT CAN BE ~ p
DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. USED A5 A MULCH ANCHORING TOOL. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE RIP Ri~P " Z'-0" MIN. ~ ~ ~ B p~ (CLASS B) _ ~ W
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH 2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. IF GROWTH IS LESS THAN FULL'f ADEQUATE, REFERIILIZE IN THE SECOND YEAR ACS :COND YEAR ACCORDING ~ ~ ~
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS 3. CONSTRUCTION OPERAl10NS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER TO SOIL TESTS OR TOPORESS WIIIi 500 LB/ACRE 10-10-10 FERTILIZER. RESEED, F JZER. RESEED, FERTILIZE,
NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED POLLUTION SHALL BE MINIMIZED. AND MULCH DAMAGED AREA IMMEDIATELY. 4.00' ~ O O Q
AND SEEDED. Q ~ _ . ~ri Q a
4. THE SEDIMENT TRAP SHALL BE REMOVED ANO THE AREA STABILIZED WHEN THE REMAINING DRAINAGE 5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWAIERING LARGE AREAS (USE AREA HAS BEEN PROPERLY STABILIZED, RIP R P #S WASHED STONE Q
CLASS B STONE). (CLASS ~'B")
SEEDING SCHEDULE
5 6
SCALE Nor TO SCALE C,4,2 SCALE: NOT 70 SCALE C.4.2 1
SCALE: NOT 70 SCALE C.4.2 TEMPORARY RACK CHECK DAM
DETAIL
scALE: Nor ro scAr~ c.4.2 0
z 0
PIPE SHALL BE FLUSH WITH INSIDE OF a
X BOX, END OF PIPE SHALL BE EITHER EDGE OF EXISTING U
MILL END OR SAWCUT END PAVEMENT Y W
O
Y 3'-0"
N 90"
I NEW ASPHALT PAVEMENT EXISTING ASPHALT PA iV NG ASPHALT PAVEMENT PROPOSED OVERLAY
2" ASPHALT CONCRETE SURFACE COURSE ~
FRAME ,GRATE AND TYPE I-2 (NCDOT SECTION 645)
L BE 90° CURB HOOQ SHAL
DEWEY BROS. TYPE X CH-BN-2001 OR EXISTING ASPHALT (FOR SHEET NUMBER ALTERNATE #1, 2" PROPOSED)
CURB & GUTTER APPROVED EQUAL BUTT JOINT
FLOW LINE „ „ EXISTING BASE COURSE (FOR ALTERNATE #1, C.4.~ AUGMENT, GRADE, AND COMPACT AS NEEDED)
a s
TOP OF CURB
_ „ NOTE. 12 > o
ALI EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN ORDER TO RECEIVE THE NEW A51 JE THE NEW ASPHALT PAVING. ~ N O W
~ „ „ THE SQUARE CUT SHALL BE MADE AS FAR BACK FROM THE EXISTING EDGE OF PAVEMENT ~ 8 8 „ „ „ TO FIND A SUITABLE BUTT JOINT TO BE MADE. NEW PAVEMENT SHALL BE FEATHERED ANI IE OF PAVEMENT AS REQUIRED FEATHERED AND WEDGED TO ~ ~ p QUA. ~ O
~ 4x ax 16 ¢ ~ „ FORM A SMOOTH TRANSI110N AND AS DIRECTED BY THE ENGINEER. > 3 -0 SOLID CONCRETE EXISTING ROADWAY
s „ s BLOCK - ~ ~ a ~ Imo) ~ f=~ ~ 1=~ ~ 1=~ i ,~__i=~_i m, o ~
' 3' 3 ~ ~ ~ ~ ~ (i ~ ~ ~ ~ ~ I ~ ~ ~ EXISTING COMPACTED SUBGRADE ~ ~
6 ~ MIN. MIN. A " F -f ! 1-11 ~-1 I I I !~I'~_I_ I l l l i i-1 ~ I a 4
6 18" cuTTER PROPOSED GUTTER NEW PAVEMENT EXISIl . EXISTING PAVEMENT ~ -
.a ,
SURFACE COURSE ~ SURFACI 3000 PSI , , : , ~ i I i " SURFACE COURSE w ~'~~~%`~,i`~' l!~~l%,~'`) =~~`~'j!,~~;,`~- EXISTING UNDISTURBED EARTH
' - CONCRETE " _X" i ~ ~ 6 CURB BASE COURSE BASE COUR: S'EG1itMV Y Y~ SEG110N X BASE COURSE ~ ~~~iii'' l~~ ~ ~ 11111%~~~il' ~~~i'~ 1~~'~ `TIC.- ~ o U ~
BASE 2:1 WIDTH OF 2:1 JOINT SHALL BE SEALED WITH BITUMINOUS LIQUID TACK COAT. ,CK COAT.
(,~Q,T INLET TO BE CLEANED ACCORDING TO STANDARD TAPER CURB TAPER VARIES TAPER CURB ~ e+~~~~ u
PRACTICES WHEN SEDIMENT LEVEL REACHES 6" OR HIGHER a~~p ,~0~i
rZ Q O ees~\~."~~~o •~~~~a V ~ ~ ~ r
rn i , ~ ? C~i II?~ e
°TME B, CUR0 INLET Q EB TAPER TYPICAL BUTT JOINT LIGHT-DUTY ASPHALT PA ENT
oa '
10 DETAIL 8 DETAIL 9 DETAIL SCALE: NOT TO SCALE 4 2 SCALE: NOT TO SCALE q 2 SCALE: NOT TO SCALE C 4 2 DETAIL ri 711\ ~ x5 N: SCALE: NOT TO SCALE C.4.2 Z Y act
z d . I of.
LL H U y~~ `r use
~ I~~~'0t+uu?onuett'tt'~

0
v c
Y 2" WEEP HOLES 0
0 ,I® H
~4 REBAR 3'_g" ROW VARIES ~ ROW VARIES
1 ro
X 1-7~" 1-7~' 1~ f X 12" m U
G ~ G
© E E C~ BOC VARIES 8OC VARIES
" 6 2 C~~ O
2'-3 " " ~ D 2 _6 SI DOWEL EOP VARIES EOP VARIES ~ SLOPE VARIES SLOPE VARIES
° 1" DEPRESSION 3:1 MAX 3:1 MAX o
O ~ ~ ~ ~ 2.00 SLOPE 2.00% SLOPE ~
Y SECTION G-G `
1'-4~" 1'-4~" EXISTING PLAN 1~° SUBGRADE iE ~ ~ ~ ~ ~ ~ i~ i i _ \ ~ iNilii~i ~i~ Q
FRAME REMOVED 1'-~~" 1'-~~' F WITH GRATE & rn
PLAN OF FRAME
PLAN OF GRATING CAST IRON TYPICAL ASPHALT SECTION C
BRICK COPING CAST IRON SEE DETAIL 11 /C.4.2 ~
ION H-H TOP ELEVA110N SECT 2 3~" RS N
4" STANDARD FRAME 4" TYPICAL CURB AND GUTTER Q z
& GRATE 1" i" 1" 1" SEE DETAIL 3/C.4.2 NOTES: C o
" (1) EOP =EDGE Of PAVEMENT ro
3'-2" 2 2'-2" (2} BOC =BACK OF CURB
2" 6" A 6" ~'ypICAL ROADWAY SECTION (3) ROW =RIGHT OF WAl' ~ o
6" B 6" H , DETAIL 2
fi" SCALE: Nor ro scA~E c.4.3
2~" 2i" 2~"
fi 3" 6" 3'-1 2'-1 ~ ~
a 3'-6" 2'-6" s 0 0
o ~ _ SE TI -F
SECTION E E CON F SECTION X-X SECTION Y-Y y z
DOWEL
2" KEYWAY Q
Q
GENERAL NOTES: 1 USE CLASS "B" CONCRETE THROUGHOUT. r~
2) PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. VJ U 0
3 OP110NAL GONSTRUC110N -MONOLITHIC POUR 2" KEYWAY OR ~4 BAR DOWELS AT 12" ANCHOR STAKES } N N a
CENTERS AS DIRECTED BY THE ENGINEER AS NEEDED) CURB ( ~ ~ s
4} USE FORMS FOR THE CONSTRUCTING OF THE BOTTOM SLAB 5} CONSTRUCT WITH PIPE CROWNS MATCHING. FINISHED GRADE TO BE ~
6} INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. FLUSH WITH WALKWAY
7 INSTALL STONE DRAINS, OF A MINIUM OF 1 CUBIC FOOT OF N0. 7SM STONE IN A } U
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. VARIES 4' PER PLAN 3
8) CHAMFER ALL EXPOSED CORNERS 1" GRATE SLOPE 1/4" PER ~ 1
~•fION A--A FT, FROM R.O.W. ~ F,~~ 5~-OP
ANCHOR STAKES o ~ a as a .,~i ;<i, evr s~o C~
' CURB GRATE AS NEEDED ( ) a
1 _ 1~ \ ~ (~3 MiN~. ~ ~
SCALE: NOT TO SCALE C.4.3 1~ _ _
A ©a c~ c~© ©c~ A coo o ~ c.~c~ coo
carte oo 4" SELECT FILL COMPACTED TO a ~ ? ~ ~
C"=70 OO coo 0o c:~c~ ~t~ APPROVED COMPACTED 95% OF STANDARD PROCTOR n` ~ p Q
coo a© c~c~ oc~ t~c~ c~c~ SUBGRADE SECTION 4" AIR ENTRAINED CONC. m W U D
3,000 P S.I. 28 DAYS
vOTE: W = ~ ~
TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE PROVIDED AT INTERVALS QF ~ ~
NOT MORE THAN 20 FEET AND FILLED WITH PREFORMED 81TUMINOUS CELLULAR ~ L~ 0
PAVEMENT TYPE JOINT FILLER. CONTRACTION JOINTS SHALL BE PLACED ON 5 FEET L~ z Q ~.L,1 Lr..1
» GEOTEXTILE TUBE AND OR / 3/4 CLEAN STONE TO 5EAL (TYP.) " ~R INTERVALS. LONGITUDINAL JOINTS 1/4" WIDE SHALL BE PROVIDED BETWEEN Q W ~ D
BAGS FILLED WITH 3/4 (AS REQUIRED) PLAN VIEW CURBS ABUTTING SIDEWALKS, AND SHALL BE FILLED WITH PREFORMED BITUMINOUS Q I-- p ~ yy TYPE JOINT FILLER. THE TOP OF ALL JOINT FILLER SHALL BE 1/4" BELOW THE ~ "<3
CLEAN STONE TOP OF THE SIDEWALK. g
CYLINDERICAL FOR NOTES: ~ ~
STRAIGHT FLARE OPTIONAL SHAPE 1. G XTIL T WOVEN POLYPROPYLENE PRODUCT 117E BY SYNTHETIC INDUSTRIES EOTE E 0 BE , SIDEWALK DETAIL ~ ~ ~
INC., OR TERRATEX SC,BY WEBTEC INC., OR APPROVED EQUAL. DETAIL 5 Q o
T ON INLET SECTION 2. 3/4" CLEAN STONE CORE SHALL BE COMPLETELY CONTAINED WITHIN GEOTEXTILE. SEAMS SPIGO
BELL ON OUTLET SECTION SHALL BE SEWN OR CLOSED BY SUITABLE MECHANICAL MEANS TO PREVENT LEAKAGE OF STONE. F SCALE: Nor TO SCALE C.4.3 O
(OUTLET SEC110N SHOWN) B 3. ANCHOR STAKES OF WOOD OR METAL SHALL BE INSTALLED WHERE REQUIRED BY FIELD
' ~ CONDITIONS TO PREVENT MOVEMENT OF BARRIER.
° ~ ' ~ 4. WHERE NO CURB IS PRESENT BARRIER SHALL COMPLETELY ENCIRCLE THE DRAIN INLET. A A ` ` 5. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES.
° ° , p, ° , , 6. THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 t
~ YEAR, 24 HOUR STORM EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO ro Q
° THE STORM SEWER SYSTEM. WHERE SLOPE RE UIRES AN EARTHEN BERM SHALL BE Q , v
DIA. , ' , • : . E INSTALLED TO DIRECT STORM FLOW INTO THE INLET BUT NOT OVER THE CURB. R2 . 7. OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION
• , ~ T MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT.
• ` ' ° 1 "R 8. INSPECTIONS SHALL BE FREQUENT. MAINTENANCE REPAIR AND REPLACEMENT SHALL BE l~ ~ , - o
~ MADE PROMPTLY, AS NEEDED. THE BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS BEEN STABILIZED. a
U
E B
T~.~tiBP~. PROPOSED GRADE PLAN B #5 WASHED STONE W Q
INLET PROTECTION DETAIL 1' MIN. BELOW LEVEL
C 4 A OF LOWEST BANK A A
R1 \ D SCALE: NOT 70 SCALE C.4.3
viii i~ iii i 3' MIN.
~~>~y~ ~>y~~ ~ ~ B ~`li?~~i?lni??i
_ SHEET NUMBER

T , " RIP RAP
DIA. DIA. + 1 " 3'-0" C . 4.3
s iX~ R MIN. ~ ~
S , 5 12" O
P SECTION A-A o ti
h • e TOE WA TOE WALL NOTES: t~ ~ 4
T LL E 2, #4 BARS 1. ALL CONCRETE TO HAVE
" 5TRAIGHT FLARE 4,000 PSI COMPRESSIUE 8 MIN. e~ ~ ° ~ w Z RIP RAP ~
STRENGTH 2'-0" MIN. ~ ~ Q
SECTION A-A SECTION B-B d
' FW- 2
D
3'-0" MIN. ~ W 2 Y
R NF. OPTIONAL FLARE I TOEWALL EI BELL OR WE GHT ,z" Q ~ W z ~
DIA. T S IN LF PI T A D E P R1 R2 FLAT LB5 h CLASS I CONC. Q / S GO B C ( ) t2" ca a Q v ~
(MISG) CY T RIP RAP #57 WASHED STONE I CLASS I
" 0.07 2 - 1 2" 9 - 1 2" 3' - 7 1 2" 2' - 6" 6' - 1 1 2" ' - 33 3 16" 16 13 16" 4 1 2" 1520 " 24 3 / / / / 4 0 / / 14 / 18 0.17 SECTiO ~
0 e ° e~ ~>s
rn~IrR~r~ ~I e>z~n win c~r~lnti Trunnn w ev nnnv ni ~rnv n w u ~ ~ I- : e~: _ _ ° ~e4
vv~w~~~c~ ~ ~oi„v ~~w y1.w 11yn ~~mrvRnR i R~Vn tin~~n unrw W V
DETAIL r,3 DETAIL 6 ° Q
SCALE; NOT TO SCALE C.4.3 SCALE: NOT TO SCALE Z eye JQ~( :
Z