SW8050842_Approved Plans_20060526

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TOWN OF HOLLY RIDGE ONSLOW COUNTY NORTH CAROLINA
� SHEET 1 -�-- NriHSE 2 SiiE iNruuT AND PROFILE fNDeX SHEET
SHEET 2 - - --------------- --- STORMWATER, EROSION CONTROL,
TO JAGKSONVILLE TAX PARCEL ID .- . -- -- -- - - - - - 423601288197
GRADING, AND UTILITY PLAN
PHASE 2 TRACT AREA ..... -- ....................._ - ...- - - - 99.36AC
SHEET 3 - .----�-- - --- -- PLAN AND PROFILE-E. AZALEA DR. ZONING ..... .. ..... .. .......... ........ ----- ......... R-15
TOTAL Ulml
SHEET 4 - --'�-- --�-- -��� PLAN AND PROFILE-W. AZALEA DR. "RECEIVING STREAM -- �--- -- � ---- --� COUNTY'_,�'E BRANCH
SHEETS ---��-- PLAN AND PROFILE LlilY CT. AND REED Cl SST - CLASS - - - --- -- ----- -- - --------------
STREAM-- --- SA-NQW
J IMPERVIOUS AREA
SNEET 6 - ----��------PLAN AND PROFILE --WILDFLOWER DR. ROADSAND PARKWG - --�---�----- ��� --�- ---------
SHEET 331;845 SF
$HF�7 7-�-�------�- - -- -- PLAN AND PROFILE --DAISY AND TREE CT. / NC 50 BUILDINGS - - - - -- - - 9183000 SF
.� SIDEWALKS - - -- ... ... 54,029 SF
SHEET 8 - -- - -PLAN AND PROFILE -MAGNOLIA AND AMENITYAREA --- ------ - -- 50,000 SF
TOWfLMINGTON TOTAL -..... --.. ..-----... .... -- S � 353,874F
BELVEDERE DR.
PHASE 1 %IMPERVIOUS -. - . - - 312%
SHEET9 ------------------ PLAN AND PROFILE --ROSE DR. TO SURF CITY
SHEET 10 - --..- -. PLAN AND PROFILE -ROSE DR. VIUINI�, M�P
SHEET 11---------------------------- PLAN AND PROFILE --CARNATION DR. N.T.S.
SHEET 12 --- - --------- PLAN AND PROFILE -CARNATION DR.
SHEET 13 - - -- SANITARY SEWER AND WATER SYSTEM DETAILS

TQ JACKSQNVILLE
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TO WILMINGTON �j ` �'\`- f�� _ f ` _ j _ _ _ _ _ _ _ f — _ — — EW P�E�sENT
- — — — — — — — — — — — — Ia0 P9wa — — _ _ = = _ _ _ — >s rmu R -off _ �t•_u rm tfIM1 ------
PHASE, TQSURFCtiY — — — — — — — — — o-- f- il�Mvt!l�1�! �L»lt�i� __ _______-- — — — — -----_ W
_ " ------ -- 6EASEMEt1 __--- 1 __ .- —� _
— — — —
_ __ ______ __,y ____ __ ____ ___------ — --- ----__ _—
__ — --' ----- --- -- --------- --- — — ---_ _____—__ _
VICINITY_ — .\. eX.OVERPIE /
N. T.S. �; S <<<�� �C ��CC<C\<
ERALLTRACTAREA 184.75AG--
ASE2AREA 99.36AG
E ZONING R-15
TAL UNITS PROPOSED 204
K PARCEL ID 423601288197 FT.q� ON 1 If 1
0000
OPOSED DENSITY 2.05 UNfTS/AC 111 f3 syc�,gs iP'f'f"f
CEIVING STREAM COUNTY LINE BRANCH
REAM CLASSIFICATION SA HOW I if f 107
�ERVIOUSAREAS: a - i 1 (l
4 SF LO a 1 . 1 0
M
R >N
0 2
< LC)
ILDINGS, LOTS (.5aa 1 T) 918,a0a SF
ADS 331,845 SF f 3 - _ I...
IEwALKs 54,029 sF _ AMENITY AREA _ _
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fi ' L3 Ltd
TAL (AMENITYAREA) 1.35,000SF 1 _ - _``�1 ! 1 ----- ----—f------- --- -- — -- ii z
t 1.58 ACRE '— — -
MPERVIOUS 31.2% ` / ~ \ 102 172 ` 1 f i 0 ( _
'� 1 / DAIS COURT
SITE DATA
(60' PUBLI RNV 28'8/8) -fir C.)
i 203 BUY \ _ I 1 171 <<<<<<<<<<<<<<<\ <<< - , 1 15 14 v�3 1
\ F
fi 1 8 SHE T 7 i 33 i
170 \ 1�9� 168 167 68`
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79
fit
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114 i " COMMO4AREp, Mtn 1 f < �, f f 20 -uj
j 200 ! 180 ( Ifn
'w I @m 97 186 ty O
115 j � 9996
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98 90 ! J 88 $7 86 _ 1 u—
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123 fi j f fi (60 PUBLIC RJW s Brs) /
c+( f 137
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143
133
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12 f 49 TOP 2a.0 coj j I BASIN t-S 1,\ GENERAL NOTES: 2 (3
32
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1. TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. RIGGS W
AND ASSOCIATES, PLS # L-2981. INFORMATION PROVIDED FOR
\ ( fi ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
S0 , i 2. ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN APPROVED
152 \ ` + j BY THE ARMY CORPS OF ENGINEERS ON SEPTEMBER 28,201 AND PROVIDED BY
CHARLES RIGGS AND ASSOCIATES, PLS # L-2981. NOT FOR RECORDATION.
3. ALL EXISTING UTILITIES HAVE BEEN OBTAINED THROUGH RECORDS. CONTRACTOR
L �a .a - - _ - - - �C��t� SHALL FIELD LOCATE AND VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR
\` `� TO COMMENCING WORK ON SITE.
4. ONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS ?-
' 153 f ---
130154
f � GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
(� 1 � ! ROS LANE ` ,( S. SILT FENCE SHALL BE UTILIZED ATI'HE LIMITS OF DISTURBANCE AS SHOWN.
p �'1 CONTROLLED SEDIMENT FENCE OUTLETS SHALL BE INSTALLED EVERY 200 FEET
fi 1 (6, PUBLI RM128'8!B) 41 ALONG INSTALLED SILT FENCE PER DETAIL SHEET.
co co
f 155 \ / 6. ALL DISTURBED MATERIALS SHALL BE SEEDED, MULCHED, AND STABILIZED N N
fi j 157 15$SHEET 163 6'0 / WITHIN 15 CALENDAR DAYS OF CEASE OF ACTIVITY. -'
159 / 7. THE EXISTING GRAVEL DRIVE AS SHOWN SHALL BE IMPROVED TO MEET EROSION co— T f 160 161 1 / CONTROL STANDARDS AND SHALL MATCH TEMPORARY CONSTRUCTION ENTRANCE - N
WATER Pl1MP AS SHOWN: o
A� $ASi 1-A \` �} %O�' 8 WATER AND SEWER SERVICE SHALL BE PROVIDED BY THE TOWN OF HOLLY o
T�
C'
RIDGE. w
D 9. ALL ROADWAY STRIPING SHALL BE THERMOPLASTICAND SHALL MATCH Z Z p
NCDOT STANDARD SECTION 1205 AS WELLAS STANDARD SPECIFICATIONS FOR ul
ROADS AND STRUCTURESAS ISSUED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION. t0 Q Q p
(!) 10. THIS SITE LIES 1N FLOOD ZONE *CAS DEFINED BY FEMA FLOOD MAPS
cn 0 jj
COMMUNITY PANELS 370340 C AND 370MO C.
11. ALL UTILITIES SHALL BE UNDERGROUND.
�v �C� CT) 12. ALL BROKEN OR MISSING SIDEWALK PANELS AND CURBING SHALL BE SHEET OF 6
C37 REPAIRED OR REPLACED.
MUNICIPAL
HTS OF WAY
EASMENT SHAt �_ BE 4@SFRVFE
BEHIND ALL RIGHTS S
14. SITE ZONING IS R-15 RESIDENTIAL
15. RUNOFF FROM ALL IMPERVIOUS SURFACES SHALL BE DIRECTED TOWARDS PERMITTED
f STORMWATER TREATMENT SYSTEM. IN NO CASE SHALLANY RUNOFF BE ALLOWED TO oa'ff�settste,
1 -- — —(� _ ` DRAIN OFFSITE WITHOUT BEING TREATED IN STORMWATER SYSTEM. oit+°,qR
SEAS-
100 50 0 100 200 `i ' ! f J j t �- ` �- - _ _ -t~ - - z - \. .� \� ` G?J s
W 4.•
'•�� ; °•:�' GIN6V cco, dam
GRAPHIC SCALE: 1"=100'
4EAL '

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TAX PARCEL ID
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STREAM CLASSIFICATION
P Vt USAREAS:
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BUILDINGS, LOTS (4,500 SWOT)
ROADS
SIDEWALKS
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# t3ASfN GENERAL
! �' \ H 4 { i t 00' -� - ERAL NOTES:
128: Gi \ \ Tmf ( 49' ' �: , FE 33.20 C 1 TOP 28.d 1 \ \, _ NMI——
GE
DOUBLE L - �E&18 - t t 1 �' ♦ J _ _ 54 i , i I RAiI
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` • 1 \ 52' :RCP - r Qc`4 FE 33. 3C3•RCP H E \ 1. TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. R[GGS
E
PIPEQa% •''
\ E.H. ASS BLYt t 36' SCP r w3" 5 r H / �0.6% E • \
STOPSjGt•1 9 fi G.V. FE C3% 0� \ •,:. AND ASSOCIATES, PLS#L-2981:INFORMATION PROVIDED FOR
:: °
sc
G j t : 1 FE 1 51 -: • ® I 2d FESa # LTER \ \ ' I ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
FASSEMBLY` : 1 ; : 1 . t
2' LOWOF ,
i :, ', •, TEpE�
rJi}:; 36OAS C6 � ityv '.: p TA-t Mt � 2_ ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN APPROVED
1!Z( h, j . \ " _ 1 FE 93 @0,45 • V.2ai FE 33,00
f RCP \ La \ FE 2T,00. '. B
' ` ^ ��� Btr ! a" i 31 i 122 , o ✓ •,: Y THE ARMY CORPS OF ENGINEERS ON SEPTEMBER 28, 2004 AND PROVIDED BY
G V� F j 0.5% �; B - - _ - -- :,-- ' ; , y� t CHARLES REGGS AND ASSOCIATES, PLS�r # L-2981. NOT FOR RECORDATION.
r ',
FE2937 / - _ c_- - OR
TOP 29.1 27 ® ` SS FF 1 y r r _ \ t \ P•RAP SLOPE 3 ALL EXISTING UTILITIES HAVE BEEN OBTAINED THROUGH RECORDS. CONTRACT
, 23.00 4 =I- 23.0 - - Hz� CB67 Py SEMBLY :.� M FILTER TO SHALE., FIELD LOCATEAND VERIFY LOCATION OFALL EXISTING UTILITIES PRIOR
Hti ECCENTRIC O 4i CB6& - _ _ _ :_ _ My^ _ a '
_ 153 "'H
�' t�P ,,r ,�' :� TO COMMENCING WORK ON SITE.
REDUCER , Te "' E iLS ; kr`S,I ; ! �. 18 .RCP , f;''; �'''h R 4. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OFALI WASTE MATERIALS
s TOP 28.00 �t ♦ i f -- 10' a l 65 i
,:
<"' : IN
23.00 p ' - - - O !GP _ , - :: ", : GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
24 RCP 134 R PUM t ! _ ItTtLtTY EAS . - ££
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1' .3 • AIL 154., E-. ♦ \, \
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,a
TWIi�30 E JB i �. .
5 SILT FENCE SHALL BE UTILIZEDAT THE LIMITS OF DISTURBAN
a INN.23.57 t TOP 28.f)<i 24`, FES16
�! Y gSlB" E I ANE FE 35.05 ,':.: • EX' DITClpTO ` ;'� : CONTROLLED SEDIMENT FENCE OUTLETS SHALL INSTALLED EVERY 200 FEET
g 8'>�` Tim \ INV 2320 fNlf 2320 / • : 8 G.V. ;($0 PUBL[ R1W 28 B/t� B€ i,ILL>;
\ P �'' 3 8" GV,. _ , / :I ALONG INSTALLED SILT FENCE PER DETAIL SHEET.
{ } ' RCP q / / ; ..155 • fi G V. . Di7CH TO 6
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/� ■^ `' , , , J/ # :` • , ' \ $.ALL DISTURBED MATERIALS SHALL BE SEEDED,MULCHED,
`■ 3 4 PVCSTORR1wATEi ! I, 156 EFiLLED \
\ N, /! 7 `,,�C ANDSTASILIZED
_ FORCE MN S �'� GETA tL / WITHIN 15 CALENDAR DAYS
\ VE Y OF CEASE OF ACTIVITY.
'--- `\ 45c4•TEE ;n,/' ! �; 158 1�3 MP �,
4z' FES . :. • DEL . / / , ,#: ; OWN SHALL BE IMPROVED
\ It v.24uo ? PUMP 1.59 ' : �','' . \' ltyv , f /,• 7 THE EXISTING GRAVEL DRIVEAS SHOWN TO MEET EROSION
4 IMPLEX ;160E� 161 162 ; ,, : \ _
- F! TER s P::: RPM 4" CHECK ! I - ' x %,/; CONTROL STANDARDS AND SHALL MATCH TEMPORARY CONSTRUCTION ENTRANCE
�,S o T �: 4• CHE K TSURUMS EL RMWATEE2 PUMP \ 8 D
- ' _1 ♦tNIF FL. 24.W A VALVE IN vattL . 0 VAULT PLEx Pumt- STO �:
_ \ SEE DETAIL V t(LVE R KTZ47.5 80SI GJ - _ AS SHOWN.
"v _ ♦-i._ S : 4"PVCSTO A} t3AS1N 1-A \ (�
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4 ` ♦ _ ♦ SEE MAI. TOP 290 EL ji" 8. WATER AND SEWER SERVICE SHALL BE P E TOWN OF HOLLY
\ - ♦- `' -. w_ ♦ BOT-iv,n 2 -0 \ r i RiuGE.
. _`. - L EL 26.0 8
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_ _ BASIN ROADWAY STRIPING
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i0
' ', : DOU F_R RO 1 ' : - - , - .'' - - - - -' _ .. _ _ - -' •- - _ �- c �� - - 'r� THIS SITE LIES IN FLOOD NE °C" AS DEFINED BY FEMA FLOOD MAPS
GULVERTUND
GY E T. ,EX. SS QllT -
TWIN FESAND EH ETATEt�4 _
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5',� `` NLF
ENG - t - - - - l \ C N P• a
J '' '�;�j1 12. ALL BROKEN OR MISSING SIDEWALK PANELS AND CURBING SHALL BE
i - - - - -
�3� -
S V- REPAIRED OR E v ,,gg�� :C57 RE Al REPLACED.
4 2 cD� t r 31 tt
4 10 { R S E i
13. A 10' NON MUNICIPAL UTILITY FAS6 ! \ TY 4ENT StiAi L BE OBSERVED
if - LT T
1
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_ 3.
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- `� - -
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TRENCH WALLS
MAY BE SLOPED
DURING CONSTRUCTION
36' MIN. COVER
6' LAYERS OF---^
HAND PLACED
COMPACTED BACKFILL.
6' AND 8' PVC WATER P
PROVIDE UNIFORM
AND CONTINUOUS
SUPPORT OF PIPE
VARIABLE THICKNESS
BARREL BETWEEN
'--
OF SUITABLE MATERIAL
BELL HOLES
TO BRING TO GRADE.
NOTE: SOIL FROM TRENCH TO BE PLACED WHERE RUNOFF WILL RETURN TO THE TRENCH.
RETURN TRENCH AREA TO PREVIOUS GRADE UPON COMPLETION OF PIPE INSTALLATION
AND COMPACTION.
CLASS C BEDDING FOR PVC PIPE
l itlila �lttlll11411�i;'.!
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ENDS OF MECHANICAL JOINT FITTINGS.
3.) TRENCHES SHALL CONFORM TO
STANDARD DETAIL 1/19
45- BEND
=^ "
4.) SEE STANDARD THRUST BLOCK TABLE FOR
THRUST BLOCK
AREA OF CONCRETE REQUIRED.
AREA
90- SEND
5.) ALL BENDS AND INTERSECTIONS SHALL
HAVE CONCRETE THRUST BLOCKING
REACTION BEARING AREAS FOR
HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.E. (ALL AREA IN SQUARE FEET)
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NOTE
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A
VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90= T(AHRtLS7 VECTOR.
USE S'-90• BEND VALUE FOR HYDRANTS FOR ADDITIONALSAFETY-FACTOR
EXISTING GRADE R/W
PLASTIC METER BD
17 MIN. 2'
6`-0` 3'-0" R/W
CRUSHED `
STONE BREAKABLE _ D 11!-il
FLANGE
AND STEM
A COUPLING
BRICK f7
PROPOSED SIDEWALK i EXISTING GRADE
45- � ZD A
z_
1'-0' i' 0' ADJUSTABLE ROADWAY CRUSHED STONE zu 3/4' P.E. PLASTIC
MIN MIN VALVE BOX - 3406 SOR9
SECTION A -A DRAIN PORT 3/4' BRASS CORP. COCK
- 6' C900 PVC WATER MAI NEOPRENE GASKET
CONCRETE ON BELVEDERE DRIVE CEMENTED IN PLACE
CONCRETE BLOCKIN BUTTRESS NOTES=
SEE STANDARD DETAIL 5/12
TEE A. METER BOX TO BE SUPPORTED ON BRICK OR
BLOCK.
SOCKET CLAMP BRICK
6' WATER MAIN- A B. ALL BRONZE SINGLE STRAP SERVICE CLAMP
6' GATE VALV B.
MIN C. METER YOKE WITH LOCK STOP 9' RISER.
5/8'X3/4'
NOTE: ALL PIPING IN FIRE D. METER BY THE TOWN OF HOLLY RIDGE
HYDRANT ASSEMBLY 5/8'X3/4'.
INCLUDING TEE SHALL
BE CAST IRON.
STANDARD WATER CONNECTION DETAIL AND WATER METER
STANDARD FIRE HYDRANT ASSEMBLY
PROPOSED
8'-6" C900
PVC REDUCER
TEMPORARY
PLUG
ALVE BOX COVER
CONCRETE COLLA
GROUND LINE
VALVE BOX SHAFT
VALVE BOX BASE
GATE VALVE
[WATERLINE
n n s
TYPICAL GATE VALVE, VALVE BOX, & PROTECTION
PROPOSED 6' PVC
SEWER FORCEMAIN
-� • TRENCH WALLS EXISTING 8' PVC
O O O MAY BE SLOPED
O O 2,_0' DURING CONSTRUCTION SEWERLINE
P.V.C. PIPE SHALC PROPOSED 6' C900
RE001RE A 2500 P.S.I. O O APPROXIMATE FINISHED BRA E
CONCRETE FOOTII�(i.' >, p p PVC WATERLINE - - - .- - - -
. . - - ! 1-1 !_ ! - - -
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RIMS 54.95
(PLAN r
NOTES 6' LAYERS OF / 36. MIN. COVER RUBBER ELASTOMETRIC 800
--'-
1. CONCRETE SHALL NOT CONTACT BOLTS OR PLACED ON PIPE ENTRANCE AND
ENDS OR MECHANICAL JOINT FITTINGS. HAND PLACED THEN SEALED WITH
2. SEE STANDARD THRUST BLOCKING TABLE COMPACTED BACKFILL. NON -SHRINKING GROUT INSIDE
' GATE FOR AREA OF CONCRETE REQUIRED. 5/12 AND OUTSIDE OF MANHOLE
8
8' GA 8' SANITARY SEWER PIP i.
PROVIDE UNIFORM
ANGLE FLOW DOWN
AND CONTINUOUS PROPOSED 6' SOR21 PV AND TOWARDS
PROPOSED SUPPORT OF PIPE n�RIABLE TcTCKNcSS SEWER FORCEMATN \a. EXISTING INVERT
FLANGE u 8'-6' C900 BARREL BETWEEN I NV. IN: 52.32 PVC 45- BEND
St xTABt. R,,T�RIALOUT
BELL HOLES TO BRING TO GRADE.
TAPPING SLEE M.J. FITTINGS PVC REDUCER
NOTES SOIL FROM TRENCH TO BE PLACED WHERE RUNOFF WILL RETURN TO THE TRENCH. HOLE TO BE CDR
RETURN TRENCH AREA TO PREVIOUS GRADE UPON COMPLETION OF PIPE INSTALLATION DRILLED INTO
r .' E ST AND COMPACTION. EXISTING MANHOLE INV. OUT: 50.5
0 o PVC WATERLINE
PROPOSED WATERLINE
Cg00 CLASS C BEDDING FOR PVC PIPE Q
-
- MAIN
EXISTING MANHOLE
n 4 e e
CONNECTION TO EXISTING MANHOLE
ELEVATION
G X G" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY
STANDARD THRUST BLOCKING VIEWS, REACTION TABLE, AND
END OF LINE DETAIL
TRAFFIC WEIGHT PL CONCRETE COLLAR
NOTES
MANHOLE NOTES: 1.) DEPTH OF SEWER LATERAL AT R/W TO BE
1. MANHOLE TO COMFORM WITH ASTM C478, EXCEPT AS MODIFIED 7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE SUFFICIENT TO PROVIDED SEWER SERVICE TO LOT. 3'
BELOW. PRIOR TO BACKFILLING. 2.) ALL P.V.C. SEWER SERVICES TO BE SCHEDULE 40.
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM AREA OF S. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI cl
0.20 SO. IN. PER LINEAR FOOT EACH WAY AND BENT UP AT WALLS READY MIX CONCRETE IN LIEU OF PARGED BRICK. R/W 45- LONG 6" DUCTILE IRON RISER
10' AND SPLICED TO WALL REINFORCING. WALL REINFORCING TO BE RADIUS BEN MAIN SEWER SECTION
A MINIMUM OF 0.12 SO. IN. PER LINEAR FOOT. EITHER TONGUE OR 9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER 6' 6'
GROOVE OF JOINTS SHALL HAVE REINFORCING EQUAL IN AREA TO WIDEST SHELF. CLEAN OUT
MINIMUM OF WALL SECTION. COST OF CONCRETE TO
10. SEWER GUARDS ARE REQUIRED IN ALL MANHOLES.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443. STAINLESS STEEL SEWER GUARDS ARE REQUIRED AT BE INCLUDED IN UNIT PRIC
4. STEPS TO BE REINFORCED PLASTIC MANHOLES LOCATED IN TRAFFIC AREAS. SERVICE 45- WYE OF CLEAN OUT. + +$
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3' LARGER THAN LINE BRANCH
1'-il 3t4'D 11. TAPPING MANHOLES SHALL BE ACCOMPLISHED BY CORING +++ + + +
! O.D. OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM OF ONLY BY APPROVED METHODS. 70_A • THIS MIN. HEIGHT IS PLAN
j i' 11 1/2•D 0.20 S0. IN. OF STEEL AT 90 DEGREES. ADDITIONAL REINFORCING MANHOLE BY bES7L[VE ME NOT ACCEPTABLE + + + + + + +
PROVIDED DURING MINIMUM 3000 PSI + + + 45- DIP SE,
NOT REQUIRED FOR CORED OPENINGS. CONCRETE SLOCKIN + + �
ro co i� CONSTRUCTION AND MAY BE + + +
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A LOWERED BY THE LOT OWNER ++ + +++ +
MINIMUM OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS. PLUG & CAP . + + + + ++ cD 8' SDR35 PVC PIPE
MARKED: N ^ DURING FINAL GRADING. 6"-45 DIP W ++ 4.++ + + c)
SANITARY SEWER CAST IRON FRAME + ++ +
o SEE DETAIL 2/10 i8" MIN.- GROUND SURFACE
TOP OF COVER i'-8 3/8.0 USE UP TO THREE COURSES •- FLOW DIP
4 1/8• 4 1/8' OF BRICK FOR ADJUSTMENT tU SCHEDULE 40 P.V.C. ++ + + ++++
7' MI 24' 7" MIN. v PVCSPiPE. }+t ++ + + ++ t
1' 10 1/4'0 Z CAST RUBBER BOOT t
WITH SS CLAMPS (TYPICAL z 45- WYE 6' L.--- 24•
5 1/2' 5 1/2' x s -- NOTES, CAP AT THIS POINT WHEN
�G ALL iiH CONNECTIONS) SLOPE I/S" PER FT. MIN. 1. CONCRETE COLLAR NOT NEEDED WHEN USED AS ENO OF LINE
tiF BUILDING 45 1/4' PER FT. PREFERRED CLEANOUT OCCURS IN CONCRETE PAVEMENT. CLEAN OUT.
5/8 SECTION A -A in BEND
SERVICE Lin 2. DUCTILE IRON PIPE AND FITTINGS TO BE
BOTTOM OF COVER I. G.R. ENGIS &SON N 45= LONG USED IN CONCRETE BLOCKING.
N0. MH-RRE-24
USED BEND
CLEANOUT
0 2. No.. MH-RCOR-2001 fLEXTBLE COUPLING CR S JOIN EPSau
NOTES 3. VULCAN IN BASE OR INSTALLED 1 ¢ i G' EXTENDED LIP SERVICE SEWER MAIN
CORED HOLE WITH
RING AND COVER CONTACTSURFACES SHALL BE NO. VM-84 LINE
MACHINED SO AS TO INSUREVEN BEARING OF COVER 0R EQUAL STAINLESS STEEL STRAIGHT WALL CAP AT THIS POINT WH
COMPRESSION DEVICE
OF M. H. TO BE USED AS END OF LINE
LOCATED OVER > ELEVATION 45- WY
INFLUENT PIPE 2 SMOOTH, LONG BRANCH
o x NO JOINTS FOR PIPE WILL CLEAN OUT.
RADIUS BENDS BE ALLOWED IN WALL SECTION LATERAL CONNECTION
MANHOLE COVER AND FRAME to
w
to
m v MANHOLE_ FLOOR PLAN
2' FALL in NOT TO SCALE
ANTI -FLOTATION COLLAR
DIAMETER VARIES (SEE PLAN)
STANDARD MANHOLE ASSEMBLY
A A
6" 8' 4'-0' 8' 6'
CARRIER PI
EFFLUENT EFFLUENT
LINE i, i' 2" LINE
--4-SHAPEb INVERT
SECTION "A -A" CARRIER PIPE THRU M.
TO BE CENTERED. D.I. PIPE
INTERFERENCE STORM DRAIN MANHOLE
NOT TO SCALE
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W136'OPENING FOR -- i`--------- --- --' � TOP EL.28.04 VALVE EXTENSION HANDLE
ACCESS DOOR I STAINLESS STEEL
WI MAIN DISCONNECT RAILSYSTEM
UPPER RAIL SUPPORT ON/OFF RELAY
24"BILCOAlUMINUM I TREATED4`?C4"POST. .a r--------�-------- W
ACCESS DOOR WWI LOCK �!# o ---WI CONC. FOOTING VENTANCHORS PROPOSED GRADE EL.28.00 t a
STAINLESS STEEL ALARM RELAY :� 1 0 1 F�
& HASP (OR ASAPPROVE a °'
STAINLESS STEEL o ,••.' . • , t---•t
RV C11-INE ER1 I
RAILSYSTEM
° OP EL. 29.00 VALVE EXTENSION HANDLE j O .. : - ; 8 MIN. �`�Bg �RT 5.0' o
a'. TREATED 4"X4" POST ~----------------- 4" FORCE MAIN *e LIFTOUTCHAIN
STEP
6" DIA INLET " ? T CONDUIT SEALED 114" STAINLESS LLi N
2 CONC. FOOTING D ,--WI 'X2 �ANPROPOSE GRADE EL. 28.00 I 12 O.C. I GASPROOFAROUND STEEL -
(ROTATED FOR CLARITY) ' • � ,
_ 4" DIP DISCHARGE CABLES AT ENTRY PT w U
I
INV.STORAGEBASIN2-EL.23.0 Ll4"GATEVALVE °4"DISCHARGE Q Z
V FORCE MAIN 8" MIN.�� RT 5.0' VENT _ STEEL REINFORCED COPOLYME = 4"GATE VALVE, PVC Q Z
TYPE
LIr eOUTCHAIN 4 POLYPROPYLENE PLASTIC STEPS r,.•�• PRECAST n Inn TRUE UNION, BLOCKED
---
a DW PRECAST CONCRETE v
4" DIP DISCHARGE - 2' CONDUIT SEALED IW STAINLESS TO CONFORM TOASTM C478 MANHOLE Wf EXTENDED BASE +� 4" CHECK VALVE ~ tii I� r—� Q
w.. ti / Li}
4 GATE VALVE .. • - GASPROOF AROUNQ - �' STEEL ° - o LOCATED 12" O.C. (TYF.} a Q Z
v • 6" DIA.SOR INLET U Z
CABLES AT ENTRY PT. , < 4" DISCHARGE Q c o
STEEL REINFORCED COPOLYMER E C
VGATEVALVE,PVC PUMP STATION 2 PLAN VIEW 4 , =f
POLYPROPYLENE PLASTIC STEPS 5' DIA PRECAST CONCRETE TRUE UNION, BLOCKED TYPE
TO CONFORM TO ASTM C478 MANHOLE Wf EXTENDED BASE 4" CHECK VALVE4)W PRECAST 26,5 EL
EV
LOCATED 12" O.C. (TYR) d ° VAULT —MIN. 28 DAY COMPRESSIVE � q
6" Dik SDR !NunET
' ELEV
r«t+z��aiE+.t t�RW.NOTES:
ALLMOMMARJOINISAPETOBE
—'--- MkXCCFMPeter r ALLEJO1Nt5WltLBEtYJNCAr1E
s TOOLED
S CtASS AA OCNCRETETOBEUSED
x x FORSASE
I I m'SARETDBEumFORTHE
! I t I I CON53RUCiK3NOF'tHEBASE
�' ! ! � CONCRELEf#?!a{MAY$EUSB}INL�U
OFCLAYL3RIClC
Afi'$OBRICKWuBEPmfITEi.
:a 5'•&" *�rcme WH€RETHE.IUniCTit�iEOiCiSE3tt—ii TO
ROADTRAFT�C.THETOPISiOBEttW[iti
FARTSEG'iIONYY li�f�20[AUD.ATOTt�RtOCATKk�StfStiOUtD
BEAMINIt UMOFTABOVETHEGROUND.
JtI+1CTION130XESOM INDEPiHSHALL
Y BEPROVID8D ITHS EPSI � ONCENT .
STOSSNAU_BEWAOOORDANCF-V,tfTid
S D.NO 25JI
1 PR9SASTSECTiONSMAYBELISEDF0RAI.L
tti�t1
tlEi/sA
Y
o
sEmmy-Y
JUNCTION BOX DETAIL
f � �
I �
i f Irr
TREE COURT
CUL-DE-SAC LILY COURT
CUL-DE-SAC DETAIL
I
AZALEA DRIVE
'.*NOUNDABOUT
DETAIL
•a STRENGTH 3500 PS1 1 Q
+} SEALED MERCURY -PUMPON
FLOAT SWITCH (iYP.) 314" GUIDE RAILS (STAINLESS STEEL)
• 28.4 ELEV. � 4 PUMP
ALARM V SDR FORCE MAIN
26.0ELEV. r_..._____...... -- TSU 3PHASMI PHASE EL
4"DISCHARGE PIPE PVC SCHED.80
SEALED MERCURY < PUMP ON i { 10 H 3 PHASE 234t60 HZ SIM EX
' g IM FLOAT SWITCH (TYP} j 1 SECURED TO
4RAJL BASE
�EiIT 314"GUIDE RAILS (STAINLESS STEEL)
FF
� � BOTTOM Wf
TSU PUMP O19.0 ELEV. STAINLESS LAG
UMI MODE! KTZ47.5.64 BOLTS
4"DISCHARGE PIPE PVC SCHED.80 { {
10 H 3 PHASE 230160 HZ SIMP ! 1 FLOW DIRECTION 6 FILLET : a 4 ABC STONE
PUMP RAIL BASE { { 12" DEPTH
SECURED TO { I PP
,_________
BOTTOM Wf L0•.-a mq- (l°Q,4 ° o° c° ., Q ° .°� °°R --------- .
e a:e. 22.0 ELEV STAINLESS LAG PUMP STATION 2 PROFILE VIEW
q BOLTS PLAN VIEW
6" FILLET a e a ABC STONE 24"ALUMINUM ACCESS HATCH BY
P 6 P 12" DEPTH B1LC{i i?R APPROVED EQUAL WITH LOCK ""'�" VEGETATE AS PER
AND HASP SEEDING SCHEDULE
o°g,�. o°RdOCi c . ° 6" SLAB TOP
PUMP STATION 1 PROFILE VIEW 4" MIN. HEIGHT TOP EL. PER PLAN--PYRAMATOR EROSION LL
ABOVE GRADE FINISH GRADE COTROLMATTINGASPERPLAN
.jam..-------.-_��.� r ". � ON
T MIN. 5
VEGETATEASPER 4"CHECK VALVE { FROM FINISH GRADE { 1� ,
270.99 SEEDING SCHEDULE PROVIDE IV FREEBOARD FROM ! I �.._
TOPOF CHECK DAM TO TOPOF {
PYRAMATa EROSIONSWALE FORADEQUATE SPILLWAY ! t O
58.0 57.0 CONTROL NITTINGAS PER PLAN
56.0 SLOPEAS
PER PLAN
{ ( 4" STONE DRAIN " C NOTE: GRADE DITCH AS PER PLAN e x t
6 ABc,ST0i3E
/� -• --• --• HOWEVER MIN. SLOPE=0.5°fo L.L1
CONCRETE BLOCK PAD
/�/ .
CS'�• ✓l� PIPE CRADLES - -1, o °�,., "`' a �
fi 5:1 SWALE DETAIL Y.
N.T.S.
RIP RAP CHECK 6 MIN. i
CLEARANCE '—
DAM #9 STONE �'ETATEASPER
FROM BOTTOM SEEDING SCHEDULE
r--�
/` N CLEVAI ION VIEW
�.,.
DITCH �'HECC>DA11 DETAIL CHECK VALVE VAULT DETAIL hYRTo��Rosl, wo
INFILTRATION BASIN SIDE r--.—.--•--
CONTROLMATTUJGAS PER PLAN
.:....:SLOPE SHALLBE 3:10N N.T.S.•..—
ALLSLOPES
wiz OTE: CHECK DAMS SHALL BE PLACED 3
PERY 200 FEET IN OFFSITE DRAINAGE SWALEALONG
MAXHE BACK OF LOTS 1Z129 ORAS INDICATED ON PLANS 1
NOTE: GRADE DITCHAS PER PLAN
HOWEVER MIN. SLOPE =0.5%
3:1 SWALE DETAIL
N.T.S.
TYPICALCONTOUR
DIRECTION OF
WATER FLOW
INFILT RATION BASIN DETAIL
NOTE: ALL. RUNOFF FROM IMPERVIUS SURFACES NOTE: �
SHALT $E DIRECTEDTO PERA4FCTEESTORMWATER r.rr n n n , nnrn d`
SYSTEryt. NO RUNOFF FR6I91 aPtfrIFSi3`'uSURFAI ES CRIvYIDE oLCUilvu MY rvlliLi o}Lvrco L�1
SHALL BE ALLOWED TO DRAIN OFF9iE:"CONTRACTOR USING MIXTURE OF RYE, FESCUE
SATDCTTFWUN° GRADED RESPONSIBLE
SORMATERaOFF O SYYSTEM. AND BERMUDA IN ACCORDANCE WITH
THE APPROVED SOIL EROSION
APPRox TYPICAL RIDGE POINT AND SEDIMENTATION CONTROL PLAN
BLDG FOOTPRINT m PI PERMANENT SEEDING SCHEDULE
TO EL. PER PLAN FOR THE VEGETATED SHELF, WETLAND V3
W WEIR PLANTS SHALL BE USED. THESE SHALL Z
B" DIAMETER INCLUDEARROWARUM PICKERELWEED 4 ( j
SEE DETAIL 4" LMBEDMENT 6 IMBEDMEM
INFLUENT SIDE OF FILTER " IMPERVIOUS � OREQUNALINTFROM APPROVED ;� U2
EFFLUENT SIDE TO STREET TABLE 2 2 OF NCDENR BMP MANUAL 5: LL3
EKCAVAT ED
FIAT $" DUCi1LE IRON OF PIPE Ill
i
DEPRESSION �
W MIN. 31 SIDESLOPE PIPE• -ALL PIPE WITH 3 0
NORMILWEIGHFCANC 1 12"TOPSOIL OVER GCL LINER.
FROM INFILTRATION/DETENTION SYSTEM ' - FOR VEGETATIVE GROWTH
VEG. FILTER BOTTOM (TYP ALL SLOPE SURFACES)
5O' MIN.2S CAP
z l
GRADEAS PER PLAN OF P PETH FJJb r____��� COMPACT SOIL
Lu
ADJACENTTO PIPE
� PERM. POOL AS PER PLANS
NOTE: PIPE WEIR SHALL BE SET LEVEL
TO FRO1,'IDE EVES.: LO'."J DISTR16UTiON. RJW LINE
3:1SIDESLOPE - ;:t:i�:�c .t,-::-%Za- .z--,.a ,
., ..,.-...,�..:,._ .�_ .,�.�.,_. i� �;��:� �:.:' GCLLINER TYPE"BENTOMATCLT",�
3:1 SIDESLOPE OR APPROVED EQUAL BY CETCO--
PLANNEW PIPE WEIR DETAIL CURB SUPPLIER SHALL CERT ff HYDRAULIC BOTTOM ELEVATION PER PLANS
RIP RAP BOTTOiN 1'THICK �I'tS CONDUCTIVITY OF 1x14 CMISEC
FINISHAT4 BELOW WEIR to
WEIR -SEE DETAIL TYP I CAL LOT G FtAD I N G DETAIL
Q N
_ BERMUDASODON
3y ALL SIDESLOPES o p
NTS � p U'
EXCAVATED DEPRESSION ti s�FL, >� w z
(1.5DEEPERTHAN `u�6 z z p to
SWALE INVERT) INSTALL LINER ON ALL w -' I,u
POND SLOPESAS SHOWN ON PLANS w ii
NOTE RIP RAP BOTTOMSHALT BE 37 i©Fs�op� �Rga ti k v- AND PER MANUFACTURER SPECIFICATION a co 8
CONSTRUCTED LEVEL SO AS TO DISPERSE iv
INCOMING FLOW EVENLYACROSS BOTTOM ISOMETRIC VIEW
ANDOVERWEIR. ����
SEED PER SEEDING SCHEDULE tNLT1AL1YANfl
TYPICAL PUMP BASIN SECTION sHEE-r4 of 16
TYPICAL FILTER PROVIDE PICKEREL WEED SPRIGS OVER ENTIRE BflTTIM
(1 SPRIG EVERY2.58F)
VEGETATIVE FILTER DETAIL r��t 440
:,
� , � CC
23� SEAL

TYPICAL SPACING
SEE NOTE TYPICAL SPACING
IEROSION
CONTROL
FABRIC T-0" UNLESS
fi OTHERWISE NOTED 1 1 it 1 1 1 I I 1 1 DESIGN
ON PLANS
I FILL
� EARTHioP
1 0" t T F N E
IN
I •
1 i 1.-0" GRADE VARIES
i I V MIN.
r e BURY
1 I I I i
NOTE: 11 1 I 1
SEE SECTION A -A FOR
TYPICAL SILT FENCE NOTE: I
INSTALLATiON. i i MAXIMUM TYPICAL SPACING IS i
6'-O" WITHOUT WIRE BACKING AND
TYPICAL SILT FENCE SECTION 8'-O" WITH WIRE BACKING
TYi''ICAL POST SPACING
L
4'
A STORM DRAIN A
PIPE
_Tt
1.5 Fl
MtN.FREE80ARp
WEIRHEIGHT 4 �
1800 CU FT=RE el 'tl * HEIGHT
#57 STONE L
CLASS-B"RIPRAP __- FILTER
FABRIC
L` T6
TLED 21" VERFILLS'
MM. r FORSEfTLEMENT
�F 4FTMIN.
, '
s FT - ' --i
R1AX � EMERGENCY
2:1 SIDE BY-PASiSFILTER
BELOW
FABRIC c SLOPE MAX SSETTLED TOP
1:1 S1DE NATURAL OF DAM
Mom. SLOPE MAX GROUND
SEDIMENT TRAP DETAIL
CONSTRUCTION SEQUENCE
1, ROCK CONSTRUCTION ENTRANCE,
2. CLEAR ROAD AND UTILITY RIGHT OF WAYS.
3. INSTALL SILT FENCE, AND SEDIMENT BASINS.
4. ROUGH GRADE ROAD, LOTS, AND SWALES.
5, INSTALL UNDERGROUND UTILITIES.
6. PLACE RIP RAP.
7. INSTALL CURB AND GUTTTERAND PAVE,
8. PROVIDE 1000/e VEGETATIVE COVER OF ALL
DISTURBED SOILS.
5 SIIT FENCE FLOW
!'
TOPOFSLOAE IX DITCH
1
1 i SUMABLE FILL 1 5 FLAT TOP ,
FLOii � • � • � o
0 3:1
_ SLOPE
!lI=I11=111=111=III=111 INVERT OFDITCH 111=III=!(1=111=Ili=f11= II
If1=IEI=IIITfll=1l1-1fi=III=1lI=1[f =1il=Ili=lil=1i1=111= II OWFALL
U
SECTION
x -
INSTALL SILT FENCE
DOWNSTREAM OF PLUG
PLAN
DITCH PLUG DETAIL
DiTCH PLUG NOTES:
1.D1S-PNGDITCHSHALL BEPLUGGEiiMMEDiKi LYAriER
CEEARING BUT PR[OR TO ANY FURTHER CONSTRUGT[ONACTMTY
OHSiTE CONiRACTORSHALLENSURE7NATNOSEDihiFMEEAVES
SITE FROM DITCH.
2 CONTRACTOR SHALL CONSTRUCT NEW DiTCH SECTION PER PLANS
PRIORTOANY RAiN EVENT OCCURNGAFTER EXISTING DITCH iS PLUGGED.
ALL WM$HALLON PLUGGING EXISTING DITCH SHALL OCCUR iN DRY WEATHER.
CLASS
x
RiP RAP. i
o C:~a�a a0 odIW
FLAIRED END o 4 Q,
SECTION ' 2-Qp'" d'Q " -' SEDIMENT FENCE
PLAN VIEW
FINISH GRADE OTOP OF BANK
15" STONE OUTLET CLASS 11
PIPE -FLow CIkE RIP -RAP BASE WITH WASHED
STONE FACE
CL BSc "Bp lil®Ifl if ii E3
RIP RAP FiLTER FABRIC I ELEVATION
SECTION A -A
PARKING STRIP
2` CLASS 11 RIP RAP (FINISH GRADE)
RIP RAP APRON DETAIL n y� 6" POSED ROAD SURFACE
NO.
FILTER FABRIC TO BE TREWRA WASHED STONE a D D
SPUNBOUND TYPE 11/120 p b a p a
„ D
RIP RAP APRONS SHALL BE PROVIDED
ON BOTH UPSTREAM AND DOWNSTREAM
ENDS OF CULVERT FLARED END SECTIONS SECTION \/\
N//\//\%/\f/\//\/ \ 2-N REBAR
\ PLACED CONTINUOUS
CONTROLLED SEDIMENT FENCE OUTLET Elm / NEARTOPFACE
�" OFWALLS.
11 ^� \/\\ \j��j LLL
L" 59.5 is SURFACE f:UAT `/
3 119.0BINTERMEDIATECOURSE f` ?� / �\//\\/�\ /4RaRc� L L��
5'" 1325.0 B BASE COURSE \\ \\�\ \ \ \ �\\�� LL LLL `
/�/. \�j/ �/ LLLL LLL
GENERAL NOTES: � / L.LLLL LLL
LLLLLL LLL
1. CONTRACTION JOINTS SHALL BE SPACED AT'IO FT iNTERVALS EXCEPT THAT 15 _ e
FOOT SPACKING MAY BE USED WHEN A MACHINE iS USED OR WHEN SATISFACTORILY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES OR AT 10 FOOT z- NO.6 BAR&
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED Ffi(zM AS SH0VM --
CRACKING.
- - - - - - JOINTS
2. CONTRACTION MAY BE INSTALLED BY THE USE OF TEMPLACTS OR FOR BY
Ill ll Ill llfi ili ill Ill Ill it
OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
COMPACTED SiIBGRADE UPPER 8 MINIMUM DEPTH OF 1112" SHALL BE OBTAINED. -
=l fi -) MINIMUM OF 98% STANDARD PROCTOR 3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER
Iit-III- _III_III-IitMAXIMUM DRY DENSITY ASTM 698
( ) 4. EXPANSION JOINTS SHALL BEAT 90 FOOT INTERVALS AND ADJACENTTO ALL RIGID
\ FILL- MAXIMUM 8" LIFTS AS REQUIRED OBJECTS.
5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
CONCRETE SHALL BE 3600 PSI. LO
VALLEY CURB DETAIL
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE N.C.D.O.T
STANDARD SPECIFICATION FOR ROADS AND STRUCTURES,
LIGHT -DUTY ASPHALT PAVEMENT
EDGE OF EXISTING PAVEMENT
40' B1B
v
CIDo° o N A H L A EXISTING ASPHALT PAVEMENT
°. o g (s 900
7�O O o
`d0O O 2"-3" COARSEAGGREGATE
REBAR 8"
CONST.
JOINT
1 10 CL
P
TSECppTION
C4 A
\✓•M.P
3/4"X6"HEX
HEAD BOLTS. DETAIL
E
V-6'CTOC
FOR C.M.P.
b116+8"� T MAX.
f0 Q .. 246
REBAR
0
LLLLLL X
LLLLLLL
m �
N
mfi
2-;A REBAR
FULLLENGTH
1112: 1 EMBANKMENT SLOPE
DIMENSIONS
CONC. C.Y.}
F
E
X
D
C.M.P. R-C.P (LBS.)
42'
S'- 2
5!-2"
P- 9"
4.65
4AS
275
48"
51- 8"
S- 8"
1'_ 11*
5.32
5.20
321
54'
6- 2'. -
6'- 2'
2'-1"
6.14
6.01
370
60'
6'- 8"
6'- W
2- 3"
7.03
6.88
424
66'
72'
7 2"
T- S
r-2'
T- 8"
2'-s"
2'- 7*
7.98
8.99
7.81
8.80
481
542
78'
8= 2-
S 2-
2'-- 9-
10.07
9.83
80$
84'
8=8"
8-s"
2'-11"
11.20
1D:96
676
4.1EMBANKMENTSLOPE
42'
8= er
$'- 8"
3'- 0'
7.88
7.70
475
48
8'- 8"
8- 8"
3'- 6"
8.4T
8.28
511
54
8'- W
8'- S"
4'- 0"
9.07
8.87
548
6W
9-4"
W- 9'-4'
4'-4'
10.39
10.16
627
66'
9'- Sr
9- 8"
4'- 9'
41.42
11.17
689
72
9'- 8"
9'- 8'
S'- W
12.11
11.84
731
78"
t0-0"
t0'-0'
S=8'
1322
12.93
798
84°
IT- 8"
t0=8'
6'-0"
14.81
14.48
893
SECTIION
B-B
�Q o 0
°
-IV DEPTH
CONCRETE HEADWALL(UUTLE
o
AREA TO BE CUT AWAY CUTLINEAND
50,
000 OD ° p
BUTTJOINT
NOT TO SCALE
° 8 0
NOTE:
p d 00
ALL EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN ORDER TO RECEIVE THE NEW
0
ASPHALT PAVING. THE SQUARE CUT SHALL BE MADE AS FAR BACK FROM THE EXISTING
b 4 Oo
EDGE OF PAVEMENTAS REQUIRED TO FIND A SUITABLE BUTT JOINT TO BE MADE. NEW
0 O0
o °
0
PAVEMENT SHALL BE FEATHERED AND WEDGED TO FORM A SMOOTH TRANSITION AND AS
00 DO 00 0 0%0
DL°EvTEv SYTHE E;`�GINEER. 3,
.0
° �o
0
MIN.
MIN.
NEW PAVEMENT
EXISTING PAVEMENT
EXISTING ROAD
SURFA COAT SURFACE GOAT
INTERMEDIATE COURSE INTERMEDIATE COURSE
BASE COURSE BASE COURSE
JOINT SHALL BE MOPPED AND SEALED NTH BITUMOUS LIQUID TACK
L PER t• v V t U Vt L t 1V/l t1/tY VLVt ii V J
CQA1TAC PER NCDOTSTANDARD S ECIFICCATi0 S (710N 60.5
CONSTRUCTION ENTRANCE DETAIL
TYPICAL ROAD BUTT JOINT
EARTHEN RIDGE
SEEDING SCHEDULE
9" VARIES
EARTHEN RIDGE
SEED BED PREPARATION
_.- SLOPE
LIME 90IbsJ1000 SF
TEMPORARY SEEDiivG SCHEDULE
i
10-10-10 25lbst1000SF
EARLY SPRiNGILATE SUMMER
EROSION & SEDIMENT CONTROL
CUT OR FILL
' 10-20-10 12 lbs/1000 SF
SWing Mixture
MAINTENANCE PLAN
SLOPE
-
STRAW MULCH -(AFTER SEEDING) 90 lbsf1000 SF
Species Rate (Iblacre)
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
2t
4.6
a MIN.
ASPHALT TACK 200 GALRON OF MULCH
German Millet 40
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
CONSTRUCTION SPECIFICATIONS
In the Piedmont and Mountains, a small -stemmed
Sudangrass may be subsstihrted ata rate of 501b face.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
1. THE DIVERSION SHALL BE CONSTRUCTED AT THE TOP OF THE RLLAT
SEEDING MIXTURE
PRACTICES AS DESIGNED.
THE END OF EACH WORK DAY AS NEEDED.
-` (FEBRUARY 1-APRIL 30)
Seeding Dates
2. SEDIMENT WELL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET
2. THE DIVERSION SHALL BE LOCATED AT LEASE 2 FEET INSIDE THE TOP
TALL FESCUE 1.2 Ibsf1000 SF
Mountains -May 15-AUG. 15
PROTECTION DEVICE WHEN STORAGE CAPACITY
EDGE OF THE FILL.
PENSACOLABAHIAGRASS-----0.25 U1000 SF
Piedmont- May 1-Aug. t
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. THE SUPPORTING RIDGE OF THE LOWER SIDE SHALL BE CONSTRUCTED
KOREAN OR KOBE LESPEDEZA (SCARIFIED)•--1.21bs/1000 SF
Coastal Plain-Apr..1-Aug.15
3. SEDIMENT WILL BE REMOVED FROM BEHiND THE SILT FENCE WHEN
WITH A UNIFORM HEIGHTALONG ITS ENTIRE LENGTH.
I
4. DITCHES TO BE TRAPEZOIDAL IN SHAPE WITH SIDE SLOPES Ar 3:9
ID
'AY 1-AUGUST 31)
Soil Admendments
IT BECOMESABOUT 0.5 FT DEEPAT THE FENCE. THE SEDIMENT FENCE
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
HORIZONTAL, VERTRAPEZ
BOTTOM WIDTHS AT INCHES.
TALL FESCUE 12 (bs11000 SF
Follow recommendations of soli tests apt 2,000 Iblacre ground
KOREAN OR KOBE LESPEDEZA SCARIFIED 1.2 (bsflOW SF
{ }-
1
agricultural limestone and 754 (bfacm 10-i 10 fertilizer.
4. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY
BROWNTOP MILLET------0.6 tbs/1000 SF
Mulch
SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE
SHALLALWAYS BE UNCONSOLIDATED TOALLOW FREE ROTATION
MAINTENANCE
`MBER 1- JANUARY 31)
OF TIRES.
IF THE PRACTICE IS TO REMAIN IN USE FOR MORE THAN ONE)AY, AN
Apply 4,000 ib,acre straw Anchor straw by tac(dng with
asphalt, netting, 5. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY
INSPECTION WILL BE MADE AT THE END OF EACH WORK DAY AD REPAIRS
ALL FESCUE---------•1AIbs11000 SF
or a muleb anchoring tool. Adiisk with blades set nearly
straight can be TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4STONE TO MAINTAIN
MADE TO THE MEASURE IF NEEDED. THE CONTRACTOR SHAL AVOiD THE
OREAN OR KOBE LESPEDEZA (SCARIFiEDY• 1.4 (bsf1000 SF
used as a mulch anchoring tool.
PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL
PLACEMENT OF ANY MATERIAL OVER THE STRUCTURE WHiLEIT IS IN USE.
'E (GRAIN}------ 0.615st1000 SF
Maintenance
IMMEDIATELY BE REMOVED
CONSTRUCTION TRAFFIC SHOULD NOT BE PERMITTED TO CR)SS THE
OPES 2:1 OR STEEPERADD 30 lbsJAC SERiCEA
6. ALL SEEDEDAREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
Referfil'ize if growth is not fully adequate. Reseed, refertilize and mulch AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
DIVERSION.
TOP WIDTH VELOCITY
DIVERSION DITCH
FLOW RATE
Mit SLOPE
DITCH DEPTH
`EZAAND 15 lbs. WEEPING LOVEGRASS
immediately following erosion or other damage.
PLAN TO MAINTAINA VIGOROUS, DENSE VEGETATIVE COVER.
7. SEDIMENT BASINS SHALL BE INSPECTED AFTER PERIODS OF SIGNIFICANT
[NAME]
IGFS}
I%j
IFT]
[FT]
[FPS]
RUNOFF. REMOVE SEDIMENTAND RESTORE THE BASIN TO ITS ORIGINAL
DITCH TO SEDIMENT TRAP A
10.2
011
1.50
8.50
1.75
DWENSIONS MHEN SEDIMENTACCUMULAT E;STO ONE HALF THE DESIGN
DEPTH. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DITCH TO SEDIMENT TRAP B
15.0
0.09
2.00
10.5
1.66
DAMAGE AND INSPECT THE EMBANKEMENT FOR PIPING AND SETTLEMENT.
ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND OTHER
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DEBRIS FROM RISER AND POOLAREA
SILT FENCE
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SEE TYPICAL SILT
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NOTE: INLET PROTECTION SHALL
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DROP INLETS, AND OPEN DRAINAGE STRUCTURES
UNTIL SUCH TiMEASA.DEQUATE GROUND COVER
IS ESTABLISHED AND SITE IS STABILIZED.
INLET PROTECTION DETAIL
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30.00 FT -ROW 30.00 FT- ROW
21.50 FT - BOS
16.50 FT - EOS 16.50 FT - EOS
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3:1 i4>AX
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TYPICAL VALLEY NOTES:
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5. EOPI:S=EDGE OF PARKING STIR 11
6. ROW=RIGHT OF WAY
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TYPICAL RIGHT OF WAY PROFILE •� ,b �� `''®ice
SEAL