SW8981116_Approved Plans_20000407

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SECTION 2
WEST PINES SUBOVISION
t MAP BOOK 18, PAGE 11
RA--20
I
G I EXIST. 24" R.C.P.
-- -.. ;✓INV. 45.81
/4 x-LIMITS OF DISTURBANCE RJONARO
SEA
�3URGAW WELL
RA __ 2HEIRS
{�yy ; {
�BaC' �-�-....... ..° 00 DITCH --_. _ .� S4*02 E-
EXIST. SSMH- _ R1C1-�,y�,
' I
----- . LNV 41�.27 Sa _-� G� �-- -` - ___ OR�q WELL yB�Rs I `
- - SS _ ... `-_„i @ ` 8 2 5 3: DIT , -`~ -- - ••= -- _ __ 23 2O i
> 42F} S ram` - -_ _ _ -� zs �` -_ _ oo 4s 4
a c'SMH NO. 5A 83 s �� .i....
(6 0' �jJ` _ _ 0 LIMITS CIu DISTURBANCE
.,__� ___ ____tl^ _- /..A.m,_ ___lz ctr � <z � ` �. � �' � � ° ° No.25 1 2" G VALVE '`'�'~ ---... i tc`'�g coo - _ � � ( �04
1
> ,.�' / -{ 1 } 2 GENE VALVE --•.-... i
VI"INITY DRY JACK AND BORE
No.24 -� - I
--- - -.
V1
-- - --- „ _ 1 0�• - ` / ,% 10 (1) 2 GAT VAL �r.-- `-�I o `--- -_._.. .,, olTck- �.- .,-.... ,.,d,.,. EXISTING
NTS
REVISIONS
Date I Description I By
5a LF 0.25 x24 STIrEL CASING • �V( 121
``- FIRE RANT
60 LF 10 CL 51 DI SEWER MAIN c, ® 81 CO ►- SSMH N0. 6B-�_ / 5� TST No. 0 -" �""` .... 3: 9 D/7 _ _ y aled
I . 1 2" 90" BEND �' O o � � � °° {1 2 ®LOWOF � �/' � � � ._._.. � �o
I C)4 ,��n�� SEMBLY r IF
EXIST. 6" VALVE o "'------- _ `{`` `�� ��0 0 �.. J / No.26 ,/ ° 3 ! „
WITH 6" PLUG -- I .c., _ "`` - �. `~� / 3 N FJp ! 2-1 LAYERS TYPE 1-2 (NCDOT) .. z
d --- 36 I (OPTION 1 1/2 I-2)
��-. 8Q --�. "" _ a 9 -�' f '� ° SSMH N0. 2A TST No.1 f i•-�
\4�� / /-- / o ® ,�� /, lr_3 3 4 HB (NCDOT)
� t I 3 4 `�.-'•f / ._---•- � � (OPTION 5 1 /2" BCBC)
\ --SSMH- NO. 5B
-SSMH N0. 3B
" QO 1 2: TEE / a8.8-R �3 0 S M N . 1A I n
�p ; (1 } GTE VALV 119 40 1 ! I F-
Q 2 2 GATE VALVE / J SSMH NO. 28 f'i� C7 SSMH NO. 18 _ � SEE SHEET CIA
E - r°g��`� - - _ i FOR INFORMATION
�21� z VALVES / F,.: / SSM NO. 1 C -7 ON TURN LANE
(1) FIRE HYDRANT �' .... MAT y XIg��
1 FIRE HYDRANT O ASSEMBLY 06 / 30 / °°�'GRA�E1.40f
h...�
I18 GRAVE D 1 I T EXIST. WATER MAIN
986 16"x2" REDUCER R ° 141 -., �' * °CONSTR CT 1 8�'x8� TAPPING SLEEVE
LIMITS OF DISTURBANCE- 6»x2" REDUCED 5C "GATE VALVE 2.�. 'Q °°o /�/� ' „,j,jASSEMBLY---
1 2 GATE VALVE SSMH NO TST No.28 a s q � ��'�� ENTR,¢N 30 R I� 1 8 TAPPING VALVE' ld"
78 SSMH NO. 3A `,�c ` '%j \ (. 33 (1 FIRE HYD DRY JACK &BORE
I I � a" ASSEMB Y 7 50 LF 0.25x1 fi STEEL CASING
98 € � �y:` 29 ` 1 8� TEI. L 50 LF 8" CL 51 D.I. WATER MAIN o
(y 1 8 x6 REDUCERF...II
1 8
" GA 2 d VALVE � T n
" NOTE: V 1
- I s O. s 1 D 1 GA E VALVE
l7 J 2 SSMH N 1 /r 'y4. SIDEWALKS WILL BE PROVIDED THROUGHOUT THE
o1 IRE tYDRANT TST No.13 SUBDIVISION. TYPICAL SIDEWALK TO B .5' 1 0
o SSM�t N0. 2C f 60 Q ICALE 3 WIDE,
TST No. 9 0� SEMILY
J 26 N / �o J w THE OUTER EDGE TO ABUT R/W LINE. HANDICAP
ACCESS AT INTERSECTIONS TO BE PROVIDED.
3.I 6 SMH NO. 2E - -(1 IRE HYD
° /ArrCH
1
R 88 ° a 1 WL S MH NO. 20 ,. EMBLYH, ,'' gy.
> `-,y N� 7 6 ° M C'+ ! / TST N1 9
p
° SSMH NO. 6A 1 6" TEE � " � 59 �, .r � � �► o � W
t j .36 TST N � 1 6"x2" REDUCER µ
6" GATE VALVE
1 2 GATE VALVETST lo.35 �,1 FIRE HYDRANT - '�'' `l`*J / I
` O, { o � TST: Nb.1
75 I SSMH N 5D I ASSEMBLY15 SSMH NO. 2F /1rt / 46 l �Y---
t I 1 l 0 1I I I
1 9 5 1
C.o. swAL1` I o o.7
' TST No2
GRAHAM FERRELL
HUBERT &s JEAN WALKER C.o. S�AI.Ir t / �� ��' 1-o. s ITCH a } t� �:` q `--`--� ,� RA--20
RA 2Q 1J1 IM0.2 �T" �i.D•.�ie. R s\ t T
No.22 9 4 C.o, sw �s /� TST No.1
IT'�No `�3 °� , 111 c.o. N
7.; } TST No.36 �' \ ( i W o
- h~-�1
I
NOTE. TST No. 8
TST N .18 SS1�H 0. 1E
SIDEWALKS WILL BE PROVIDED THROUGHOUT THE I t ° bjf + \ Q W
SUBDIVISI
ON. TYPICAL SIDEWALK TO BE 3.5 WIDE, I 3 No.17 5
THE OUTER EDGE TO ABUT R/W LINE. HANDICAP ��� 11 13 I 50 �
'T 0 BE PROVIDED. 93 I. 1
ACCESS AT INTERSECTIONS T �✓ I I t TST No.35 ci 5 �°�' (1) ASSEM DRAIo ,c ..
oP
92 1 yz ,:_ .r �
SSMH NO. 5F n !�"
r� _- �► 55.
G R°E__ sSMH a h
CONSTRUCTtUN 'a .- -�--�- -- - J
ENTRANCE SSMH N 1 F
30 R ____ r _ 1' o - ' / 'SSMH NO.
00
- '.-w_ _ - rr �--�- .l 1 � �. t � -... _ gyp. ,�
GRADE 30± I
_ W
2 90 LF 24"' RCP - - ® _ - - _ _------ .. - _ " --- �. .48
_-�"_ '---------- iN RC c, . 1 8 CROSS ,, �' TST No _ h'i
{� FIELD VERIFY ! N VE RT ......:-r-M---- --� v P t _ _ €
Ld 8c LOCATION wf NCDOT - -`~`- = �� 1 8" GROSS 4 s 8°' CROSS !, r �°� 2 . 8"x6" REDUCERS ` - h '
- -- &mm�
PERSONNEL PRIOR - 1 ff FIRE HYDRANT " " " 8 " (1) FIRE HYDRANT T� - -+'"�� o� v �h y
0) {) i 2 $ x6 REDUCER 2 8 x6 REDUCERS : 3 2 1 ;8» GATE VALVE ASS BLY t
a TO INSTALLATION _30•R ASSEMB12( l 1 8" GATE VALVE 1 8" GATE VALVE 2 ¢ GATE VALVES o
I " 46S �O I •
" i 2 6 GATE VALVES 2 6 GATE VALVES
LLJ__/'
(/) {1) 8 PLUG i 55 j �M�_--- SSMH NO. 1J d o TST No.10 12 O I III
o I t I I 1 'Of E�4_-�---- - a 16 �s 14 13 `ti
NAG / � D� Q'
w I 3 39 3fi 1 0 QU.
-
CL �- I I �
CI I '''Grnsr �c5ra6 o s
z
C.O.swA - --
Lp _ C.O. SWAL`F 1 C0 SWAE 3:1 AITCHSWALE C.O. SwC.TST NI I
i
SWAM I
1 -- s / NOTE:
No.3� s mow. ITST-- `^ T3fi"PVo. ---- _ __._ ° °'t3 c i
f az co
OD n {-� ° /
t N� 1 ( 4Q 35 �7 UPON STABILIZATION OF SLOPES, STONE FROM SEDIMENT
`T `�No.2 52 18 ° TRAPS ABOVE STORAGE POND TO BE LEVELED OUT IN .
o r-•t
04 o
I 69 SAME LOCATION TO SLOW FLOW AT ENTRANCE OF POND.
0
oix
0
70/ o% Cd
D.FIRE HYDRANT 22 / 47.7Q _ _ .}.a
-SSMH NO. 8A SSMH N0. 7AT r SMH NO. 1 K o' /
®, w 1 LARE HYDRANT ` ASSEMBLY 34 -
�y I SEMLY 58 1 6 x2 F�EDUCER 41 G ° / I ®'�"i
-•' - --- ---- - 1 `i �' 1 6"x2" REDUCER 1 GATE VALVE t 1 1 6" TEE �, V
�®CY3GATE VALVE � �2*
�21" „ � -- Q
51 - 6x2 REDUCERS Zl, '�► --- �. ` �-LIMITS OF DISTURBANCE ; �' i'� -�"'� LO Lr)
- 111r' 6 2 2 GAT VALVES('"'�--� ,�� \ I `✓ M 0 I
O ` -/ �- N� 4 i I a
w 1 FIRE HYDRANT SSMH A o t
S. HWY. #53 CAR S.R. # 1343 �t ASSEMBLY I I �, / /z co co
s 0:97 � 33 � � �8 ® I
Ilk A
n r
2 �' o o Z
INTERSECTIONT-1
0-
N.T.S. ---- f I 24 (1} " BLOWOFF 0 /� ( w �0 m M a
I IoI 19
30 60 49 ?' 43 32 f ASSEMBLY- / ? h o's 1'E4JE1`TD I I ��j •�„' 4}
--"`'1 2" ATE VAL tt- O °�°o°o°a °o°o TEMPORARY SEDIMENT TRAP e-� �-�+ ,.% � (�
0.4
I (1 Qj
2 90 BEND s 0 31 v Q
' 44 CONCRETE FLUME w/5: CURB OUTLET SWALE
ST o.32 , TST N .31 4/d 0
61 ` 48 ( 2
i 1 4 EXISTING CONTOUR
N „_.-.. ° V I h ° so R I
I I
0
(1) 2" 90' BEND- / G +tip' EXISTING SPOT ELEVATI(h
SSMH NO. 7
'✓ `SSMH NO. 8B '' o / (IV PROPOSED SPOT ELEVA"It)N
LIMITS OF DISTURBANCE _ ° No.7 2 7 �rT�t A r� r
t}y} o { f� ^ 1 2" TEE 45 ° 30 SSMH N . 1 L�" �+ , SITE DATA
Q TST h :>.33 ` ` V 2 2 GAT VALVES ° ' s TOTAL AREA 66.173t AC X TSF X X TEMPORARY SILT FENCE
i o 0 1 2" GATE VALVE ° 29 '�� / ZONING R-12 I \����►►itttiiir
o 63 ° g (} / NUMBER OF LOTS 160 .�... �� LIMITS OF DISTURBANCE
VALVE
28 '� �\ Q
F+� (1) 2 G ......, /,,
'Yso.'� , TST No. (1 } 2" GATE VAL �_ -.__ %'' STORMWATER RUNOFF ; • 4�, •,`j
1i J/1
C4 .
6.
O
° 0• 1 o
O
TST N%.
0 °' <'O°O O00°o Qop0000�OO O°Q°o°o°o°O°o 0 0 Ono,( 0.0 0 0 0 0 o 000
0 0 0 0 0 0
0 0 0 O o 0 0 0 0 0 50°O o
° o 3: i DITCH a` 3.1 DITCH b�
° o
- OU'! L.ET
STRUCTURE NOTE:
(SEE DETAIL) UPON STABILIZATION OF SLOPES, STONE FROM SEDIMENT
TRAPS ABOVE STORAGE POND TO BE LEVELED OUT IN TO N Y TR I N G A LI
SAME LOCATION TO SLOW FLOW AT ENTRANCE OF POND. BOOK 564, PAGE 34
U� I RA--20
-2 'x25"x2'
# ENERGY DISSIPATOR
41

SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. ate Description By
RE,, W,(SEC PLANT 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION 'WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
35� 3 VEGETATIONGRUBBING ANDEBRISiPEXISTING OSTTRUCTUOR SHALL RES BOV�ANDKE AND BELOWMOVE GRADE� ORGANIC MPS,
s1,VL'W4LK I MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
C VALVE
�R ill?. sfl-. Tol� AVEL BOX ICONIC. APRON 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR 'GEOTECHNICAL
,:: ., .;;.. -•, 24¢ OR 50, REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
MIS" EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
T YPICA L IS TREE T SEC TIL N ;. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
• PROPERLY PERMITTED FACILITY AS REQUIRED.
NTS ::. 6" GATE VALVE 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
I. -1 1 - GALV.1/2" U-ANCHOR EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
• BOLT END AROUND HYDRANT
BOOT AS SHOWN. IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
----2'-O" MIN ---I CONIC. BLOCKING. POUR EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
AGAINST UNDISTURBED
�yp�� AA'' �/ry MUC
GROUND �/p THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
I"IX H I W I I fE 10. RECONNECTHE TIONOANDHALL BE OR HE RELOCATIONEOFO ALL O XISNATE TIING DUTILITESEWITHNS
NTS � APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY ARNOLD CARSON, RLS AND SUPPLIED BY THE OWNER.
TOP OF PAVEMENT 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
0 GUTTER LINE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
2'-0►111 3' 0!, 2'-0" PRIOR TO INSTALLATION.
�I�
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
TAPER CUR OUTTAPER
TOP OF CURB � HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL' AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CQMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
-GONG. FLUME 3. iHNC:hSi,wl SIDEWALK TO 6' AT DRIVEWAYS. 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
C �ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE . • •.• 4. THICKEN .SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT 0
WITH NO CURE;. SLOPED TO DRAIN AWAY FROM BUILDINGS AT AL TIMES.
4'--O" • •� CONK. SIDEWALK 5• JUNCTIONSATOSTRUCTURES,)AND AS NOAT TED50N SITE PLAN. A BADE TUBBED SOIL 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
'�� SWALE - - AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
" '" 6. PROVIDE A LAYER OF 1 BLDG. FELT BETWEEN WALK KID ADJACENTNTS
6 �0 - 6 - PARADING CURB OR STRUCTURE. B 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
7. REINFORCE w/6x6-10/10 W.W.M. CHLORINATED RUBBER ALKYD, FS TT--P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
-DROP ELEVATION OF SIDEWALK O NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
�,--- 50' MAX. SPACING c SECTION -PLUG NIGHT REFLECTING.
III. IIII I R TO PROVIDE FOR FLOW OF CURB -
STORMWATER OVER SIDEWALK. PLAN --BEND 20. DUCTILE IRON SHALL BE CLASS 50.
- '- 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
•, • (MAX. SLOPE OF 50:1)
co Q STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
11'�0 0 0 0 -0Q n o 0 0 0 0 4 `. ° 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
0 0 0 00o aoo 000 0o v o00 000 000 000 0 0 0 :� °. e•' . °
III=pLP-9��=rPi-�qr=T-qrP-�79=- ?F 91 Pry° •:
CONCRETE FLUME TO -Ids BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE lee
--III-Ill�lla=III-III III^-III-III-IIIII-III-III--I 0 ' °,° d° Q� AC L URBED SOIL
i i I_ Ti-III-I I i�IT__i I I �i-ITi�Ti_.� I i,l i i�i i I--1 •: .
` � PAID FOR BY THE CONTRACTOR
CONCRETE SIDEWALK TRANSITION O 23. SEE GEOTECHNICAL REPORT NO. , DATED __ , BY . z
�--�-SWALE.
3" MIN: COMPACTED STONE NTS r•------�'CURB
� ;r) • a . __ FOR ADDITIONAL REQUIREMENTS.
PLAN --TEE SECTION -BEND & TEE CONSTRUCTION SEQUENCE1.4
CONCRETE FUME
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 0
COUCREEE QLQCKIN _ 2. NOERY SEDIMENTRUN0 WILLFEET BE ALLOWED I TOLL EXIT THE TO 3
S TENTALALL EROSION SHALL BE CONTROLLED
16 NTS INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. U)
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
� VARIESO' MAXI O BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
AS -SIR. BY ENO. 3 3 4 3 3 PLAN BLDG.-STRUCTURE Fq
SOP INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
D A 1 /8"R TOOLED 1 /4Mx1" DEEP w/AN G CONSTRUCTION. 0
-- STEEL OR WOO POST JOINT - 1/8R TOOLED John" Q� 0, 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
-� M/N WIRE FABRIC \\
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
1 1 ELEV. 49.5 .. a • 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
} > $ $ A --- FILTER FABRIC �1 1 I--:. ;.- .. ° . Y.. ; : \ DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER A
E,t z MIN. 12-�-1/2 GA. c� � ELEV. 46.5 � i'
.' . ° .
I INTERMEDIATE WIRES I �- BOTTOM O F
12" CONCRETE
f J FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
M 6. IF APPLICABLE INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
SPILLWAY s MI -
w DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
1/2 EXPANSION 2 - 3��� ENTERING STORM DRAIN PIPING.
3 I A JOINT MATERIAL COARSE AGGREGATE
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
EXPANSION j6i E.J. CONTRACTION JOINT CC.J.) 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS V
e �, SON AS_ POSSIBLE BUT NO LATER TRAM 30 DAYS AFTER DISTURBANCE.
0 1 � - t�Iv�.nv�� F IRK` SKIRT
I I ALL SLOPED AREAS TO BE SEEDED NO LATER TFIAN 15 DAYS.
0- 6
_LL
© Y
AS DIRECTED B ENGINEER J0 NT DETAI TO "PO�AR GRAY EDIDEW6jE. - 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
TOP O F BANK NTS 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
I 0 11® ELEV. 49.5 BOTTOM OF SPILLWAY CONSTRUCTION ENTRANCE. �,
PLAN PROVE TO BE LESS EFFECTIVE. rT,
INV. 45.7� = ELEV. 46.5 NTS 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
EXISTING - -_-y--INV. 45.2 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
- �OA E _�`� PROPOSED
NOTES: 9.5?0 ORIFICE PIPE 1 L �- MAINTENANCE REQUIREMENTS
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND 3 3 0 " 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY SECTION A--A� 24 SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. •
SPACING. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
_ 12" 12" OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
36" IN WIDTH. FABRIC SHALL BE FASTENED UTLE7 STRUCTURE DETAIL /-�'� _
PRACTICES AS DESIGNED. � �
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER. NTS moo- I 3: SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT 'REACHES 2.0 FEET
,per `U� r BELOW. THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE ,� co
STEEL ANGLE TYPE.
3. STEEL POST SHALL BE: 5'-0' IN HEIGHT AND BE OF THE
� -� � SEDIMENT POOL NO LONGER DRAINS PROPERLY.
/Gs �`°'/ c° (�- 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
4. WOOD POST SHALL BE A MIN. OF 6$ IN HEIGHT AND 3' _ 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO 4 IN DIAMETER. WIRE FABRIC SMALL BE FASTENED FI- TO MAINTAIN A BARRIER. Z co
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE 60' DRAINAGE EASEMENT 5. ALL SEEDED AREAS .WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
1 1 /2" LONG ' - 6" ABC TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
STONE BASE DENSE VEGETATIVE COVER. 0
CC_w �,+ 4.0' 15.0' 4.0' 15.0' _ 4.0' t�
TC�� 0 A I S I 2a' RADIus D ETA �A�ct
20' RADIUS -
T l J
NTS NTS w�► /� �•A, z
g> _ 45' & 60' RIGHT-OF-WAY GRASSING DETAIL f� � 4 O co
Vy G FLOOD POOL 46.7 A SEEDING MIXTURE � � LV-4 CD
O Lo
NORM POOL EL. 45.7 4 1 6' SHCDR 6' SHL'DR S RATE tW4mM) '�•/ 0 I I a
4 22' B-e
PENSOMA 13AHAGRASS 50
5'-0" 22'-0" B-B 5'-a" � o -� r z
3 2:1 SLOPE �'� 2:1 SLOPE OERMAN MLLET to FALL GRASSING DETAIL W
Q I-rf)L 4O TALL FEs r 50 �°' Z`r w
M E7
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1
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-• - ASPHALT ROADWAY --•�
N -COP CUT ETA I
NOTES:
B U LCONK. CURB & GUTTER 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
NTS 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
a
BLOCKING
DIMENSIONS
PIPE SIZE
®
©
Q
UP TO 10"
4'-O"
2'-6"
1'-6"
12" TO 18"
5'-0"
4'-O"
2'-0"
18" TO 24"
8'-on
6'-0"
3'-0"
3 SEEDING MIXTURE I I z
s' ROW 4"/FT 4"/Fi SEEDING NOTES Q p 0 z
RATE b 0R
_ ro d p 1. U ERE A NEAT APPEAWWCE O DESIFrI:D. GATT SERICMIMS Rye (groin) 120 � (u � � 0) CL
SECTION"a' � � � 2. USE PEST.11 RMUW iRASS ONLY OtFN ISOLATED SRES WHERE O CANNOT BE- TYPICAL POND RADIUS s ABC STONE BASE coraE A PEST. eEluaurAss w►YBE u�cEn wmt s a�/a«� cnllPEoacw�ss. SEEDING NOTES
NTS - PROPOSED 1-1/2- NCDOT 1-2 ASPHALT SEEDING DATES MOUNTAINS - AM 15-DEC. 15 0 �
WATER MAIN SEE PROPOSED APRI. 1 - DULY 15 COASTAL PLAN and PEDMOIIT - AUG. 15-DEC 30 0
.-. DETAIL A SAN. -SEWER
---'� �-- +SOIL AMENDMENTS � • � 4
TYPICAL4 60' ROAD CROSS-SE%fj'*TION 50tL AMENDMEr,+rs 11,FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRK;ULTUWIL
pAPPLY LIME AND FIEIMZER ACCORDING TO SOIL TE'S15, OR APPLY 3,000 Ib/00m UAE5iONE AND 1,000 LB/ACRE 10-10-10 FI R.
�- - --- SPILLWAY N -' NTS (PUBLIC ROAD} GROIJND At>'ItICMnRE LIESTONE AND = lb/am m 10-10-10 F .
I N N
> MULCH
60 RIGHT-OF-WAY APPLY 4.000 LB ACRE s1 R STRATI BY TACKING WITH ASPH&T, NETTING,MULCH
2 ?'� MULCH M.AA DISK NCHOTool. VM �LADes SET NEARLY STRAIGHT CAN eE
APPLY 4,OOD lb/am GRAIN STRNMOR EQUNALM COVER OF ANOTHER SIINTAIEE USED AS A MULCH *K*KWW
_ �FLOW -- 6 SHL DR 6 SHL DR MULCH. A4CHOtR BY TACKING WIN ASPHAT, ROVING. OR NEn LNG OR BY CRIMPING
- < WITH A MULCH A OWING TOOL, A DISE WITH BLADES SU NEARLY STRAIitTT CAN BE
B �g 26'-0" G-G 5'-6" USED AS A MULCH ANCHORING TOOL MAINTENANCE
- TYP I CAL 4 C U L-- C E - SAC 2:1 SLOPE 2:1 SLOPE �I>� inf . N k % n«»�aoy w To � w lb/acre
cover wjww
MAINTENANCE Jun; 15, ovsassd with so /aoT Kobe (PLdmornt and COG"
oa March.
Plain
UNDISTURBED NTS 1 /4"/FT --I./4­*­­/FT or Kahan cAllountairal) Mupadaa in lab Fibruory or = Moroh. ►111 r r
�__7---SUMP CHANNEL BOTTOM ...-------------------«. REFEIt11UZE THE FOLLOWING APt�. WITH 30 b/acn N(Tt�QI. REPEAT As GROwiH
BOTTOM -H REQUIRES, MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT N'PEAIMAM IS (�` A b �!
CROSS SECTION M - A. ; a Dom, OMIT SERICEiI AND MOW As DFfEN As NEEDED f V T
0 A 6*ABC STONE BASE LATE M LATER & MY SPRING Ess1
A h�-T TEW RARY GRASSING DETAIL :'Q °'• ' :.
PROPOSED / 1-1/2" NCDOT 1-2 ASPHALT TEMMRARY SUMMER GRASSING DETAIL •
Z w w G -' SEE PROPOSED SEEDING MIXTURE = S E A L
_ w > WATER MAIN DETAIL A SM. SEWER SEEDING MIXTURE -
RATE 0164 ��
- 0- ® PENROSE DRIVE SPEOMRATE tlb/a>one� Ryo(flrain) 120 x 17374-
Annual leapedeza (Kobe in
w a w PART OF TEALBRIAR STREET �1:AUN aau.rr 40
. •� Piedmont and Coastal Pialn, •. .• .c� �:
® IN THE P�DMONT AND MOUNTAIIS, A SAMLL-STEMMED SUN04NGR S MAY BE Korean in Mountains) 50 ��� `�� •� ' ! �� ` \�
- m TYPICAL 60'ROAD CROSS --SECTION AT A RATE OF LB/A, . �,it annual �.d.¢a when d , of �,�y *ww is not to exta,d '....• �c \
� W
Z beyond June. ' � '� nw. NTS {PUBLIC ROAD) SEEDING NOTES
r-- DATES: SEEDING
STONE SECTION A ---A 12
- - -- MOUNTAINS - MAY 15-AUG 15 •
' 6' PIEDMONT -MAY 1-AUG. 15 Mountains - Above 2500 tt: Feb. 15-May t5
NOTES: SHOULDER COMtSTAI PLAN -APR. 15-AUG. 15 Pw�t - Feb. 1"MaJr t DATE 0�i•-0�-00
1 • SEDIMENT
ENT TRALYWILL BE CONSTRUCTED FIRST, SEE PLAN CoosW 2 - 1" LAYERS E I-2 (NCDOT} Plain - Drc. t-Apr. 15
P SOIL AMENDMENTS DESIGN PGT
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY I EXISTING PAVEMENT (OPTION 1 1 /2" I 2) SOIL- AMENDMENTS
FOLLOW REooMMENDATwNs of sal. TESTS OR APPLY 2,o0D LB/ACRE GROUND AGRJCUL- DRAWN Vlll-I
WILL BE NO LESS THAN TWO FEET. �( ` `
WRAL LIMESTONE AND 750 LB/ACRE 10-10-10 FEliTMJZER. Follow ncomnvwAatkww of soli iss<s or 2.000 Ib/=* ground 09doul-
3. SPILLWAY DEPTH SHALL BE ONE FOOT. -~ -- - -- --
�4" PER FOOT 4� turd Imston. and 750 b/ac * 10-10-10 or.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES ' S•D' 1('X7 ' ~�
SEE PLAN "Io'X�0 o s•D.
MEASURED PERPENDICULARLY FROM THE FACE - `y �`. 1 ��• k, kX.MULCH C
a �s�'�`Z•tR. :.��1,1G'`F .i"' ^.�•X?hti `< �^�ti1 • �� s 13 MULCH
♦ Uri-. •..::. r�"?i-:Srn k�. ;y{;;ln'1 �,.::ySi'+�.4.:,'. 1:1 SLOPE
OF THE LARGE STONE. O� p ",: APPLY 4,000 LB/ACRE STRAW. ANCHOR SPM BY TACKING WITH AWN&T, NETTING.
�, <_ N EDGE LINE " . L_ W�� � .. OR A MULCH ANp10RING TOOL. A DISK VATH BLADES SET NEARLY SnV fI' CAN BE APPLY 4. N - � _� v
5. SUMP :DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF SECTION A _ A FILT R FAW
BRIC r-� '� HB (NCDOT]- I I -I I�-1I�= � AS A � � 00oANatoR STRAW BK TACruNc 104A S`IRALT22�" OR A MUt�CN AN/gIORNG T00L. A OISIfWTIH BLADES SEf NEARLY S'I4RkGHT � ,Q toPTION 5 1 / BCE3C) =) I I -I I (-I USED AS A MUL H MNCI1ot5NG TOOL
CF OF SEDIMENT STORAGE. �ft�l
VEQ ,( L�6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH 136A- y
STORM AND CLEANED AS NECESSARY E(MIN. ONCE EACH 6 MONTHS). - NOTE: MAINTENANCE MAINTENANCE R 0 3 00
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY D U.S. HWY. #53 OR S.R.# 1343 1. PAINT STRIPING IS TO BE REFEtRrNLt2E IF GROWN IS NOT FULLY AKIw"TL RESEED, REFEMILIZE AND MW:CH IM-
nC Tn I mIT C1f TATIfW F F � 1 "7y I q � 16 ATO __._ _ nAKIC QV RlrnnT Cf1WIM MEdATELY FiTLIO V EROSION OR 07HER 04"L Rm&m11vim If ermrhh to nnl fullu edu"a*s_ Rs. d_ erf rHOws and nr,le>h Gn-
TEMPORARY SEDIMENT TRAP DETAIL NTS INTERSECTION DIAGRAM TYPICAL PAVEMENT WIDENING SECTION
N.T.S. NTS 99037