SW8000825_APPROVED PLANS_20010221

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW80LYD
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SITE WORK NOTES: m
LEGEND o 0 1, CLEARING AND GRUBBING REMOVE ALL TREES, STUMPS,
A A ROOTS, m4mmY, STRUCTURES, ETC• THROUGHOUT SITE
r7 PROPERTY LINE r- I 2 GRACING, REMOVE HE SITE 5--0' .E MATERIAL, DEBRIS, ETC,
AND CONSTRUCTION LIMITS 12• I�-12' WITH SIXPASSES, USING U�SNG A TEN TON STTATTIC ROL�R REMDING OVE Z �}
I/I' WIPE MESH EXISTING CONTOUR 7 ANY MATERIAL THAT PUMPS OR RUTS. LU
O H
\\ PROPOSED CONTOUR 2 PLAN VIEW 3. FILL: BEFORE PLACING RU_ THE SURFACE OF AREAS TO 0-
u
1/2" RECEIVE FILL SHALL HAVE THE TOP 6• COMPACTED TO AT IY
EXISTING SPOT ELEVATION " LEAST
TEN TTx �MAAx�A�LLL AT BE PLACED
LACED NNMO� (n Z 3
(S5F-F TEN PROPOSED FINISH GRADE 1 1/2• NOT To ECEED M AND COMPACT® AERIAL IS OO D o p 2
/ (SELF-FASTEN 2e 00 6'-11"
STEEL ANGLE TYPE) SPOT ELEVATION JJ PARAGRAPH
COMPACT�TO�E AREO�FDB�ISITY EAQI�LALY6R SIHAI�I.Y� QZ
L ' z DRAINAGE SHALE 7T HoLn WETTED BY SPRNKLNG N ACCORDANCE WITH COMPACTION w Q
/ -. _. _� REQUIREMENTS. F THE MATERIAL IS TOO WET TO SECURE Q
1 PROPER COMPACTION Ti SHALL BE HARROWED REPEATEDLY OR 0
0
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM p V I z
ASPHALT PAVEMENT -- a MOISTURE CONTENT S OBTAINED FILL SHALL BE PLACED N N _
\ / STORE mNmo �IW FRONT VIEW SUCH A MANNER THAT THE SURFACE WILL DRAM READILY AT w 0
Tom, z NOTES:
NEW CONCRETE a' '•'.,:} :': ALL TIMES. FILL PLACED WREN EXISTING DITCHES SHALL Q
10' X 1�IP-RAP %E l5 CONTROL STONE
// sNNL eE Is OR EST. BE A CLEAN COARSE SAND. p O
/ / 2. WIRE MESH SELL BE
ENERGY DISSIPAT / SECTION A-A HARDWARE CLOTH 19 GAGE 4. DENSITY AND MOISTURE CONTENT: THE MAXIMUM DENSITY AT
WIN. AND SHALL NAME I/A'
/ MULTI-DIRECTIONAL FLOW NESH OPENINGS. 1/2• 1/2" REBAR ACCORDANCCEE Wf�TH CONTENT
D-698 DETER IN m
" INLET PROTECTION 5 ;n 00"Cli nCOMPACTIONSHALL 0
15 CPP / N 5" s�DAYYSS 6 5. COMPACTTON VIBRATORY ROLLER N AREAS INACCESSIBLE TO THE A N U
/ / / 18.75 1 n SHALL INV. �1EY.0. . f J I•..,��� "\_ j �u li'4` Wn w , L.o+E W E.o�E MMECHANICCOMPACTION
L T AAMPPERS THE MOIS
TURE EO CONTENT OF WITH
URING
60 oc - - - - - _ END VIEW r x r-a N r FILL DEPTH of THE LAYER RIAL SHALL BE APPROXIMATELY
C COMPACT® TO H E 'wn
COMPACTH O THE COMPACTION SHALL SE CONTINUED UNTIL THE
°pO 00 SPECFED DENSITY. O
18.50 6. SCHEDULE OF COMPACTION: MATERIAL IN THE VARIOUS
��. I N s E E L STOP DETAIL PEaCENTACES OF MAXIMUM DENSITY AT OPTIMUM CONTENT. O
ELEMENTS OF WORK SHALL BE COMPACTED r0 THE FOLLOWING
W+, GRAVEL LOAD G AREA A. EMSTNC "GRADE BENEATH FLOOR SLAB
/■ �I ^
(6" ABC STONE I I GRADE - % PERCENT
/ / GEO FABRIC) T-6' x T-0' x .080 STD. ALUM. B. SUBGRAD: BENEATH FOOTINGS - 98 PERCENT Z
FILTRATION HANDICAPPED PARKING SIGN
i- C. ALL OTHER FILLDE AND BNGK- 1 - E PERCENT
0000 0° I WIT READ H IDENTIFICATION SYMBOL D. UPPER UNDER BUILDING - 100 PERCENT O
NT
0 00 / BASIN 'T
°Oo°°0° / pOo° Doc 18.20 I �b56a,\�z \ RESERVED o T-6" TESTING LABORATFIELD T OR GAENG ED ANU PAD FOR BTING SHALL BE DONE By AN EWNER. Q
BOLT TO WD. POST W/ 3/9' CADMIUM
°° 16 17 Ito PARKING PLATED NUTS, BOLTS 6 WASHERS. J O
/ - - 1S _ \ 1$" 9' x TO REA.060
OVAN ACCESSILLE 8 PAVEMENT SHALL BE STANDARDSPECFICATKNSTRUCTID N ACCORDANCE WITH NCDOT 7
�S r` 1 . 0 BOLT TO WD. POST WITH 31W CADMIUM
19 L
21 \ PLATED NUTS, BOLTS fr WASHERS 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND J
10' RIP-RAP C b PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. C
w� 9' x T-O' x .080 STD ALUM. SKIN � w J
NERGY DISSIPATQR� \ _ `c0 ° AND _ _
y y TO READ 'MAXIMUM PENALTY V,50, 10. THE CONTRACTOR SHALL OBTAIN ANY REQIURED DRIVEWAY I- _
/ \\ - � o I CS 20-37.6*. BOLT TO WD. POST PERMITS WITH 3/8' CADMIUM PLATED 84• REQUIREMENTS FOR DRIVEWAY PIPING.ATE WITH �T IN DETERMINING
Pht LEGEND AND BORDER - GREEN NUTS. BOLTS 6 WASHERS.
INV. = 16.50 I sk co P 2 ft 2 �( WHITE SYMBOL ON BLUE BACKGROUND F�D 11. ALL ELEVATIONS SHOWN ON PLANS ARE ASSUMED DATUM.
_ 2 � I 3(ys I BACKGROUND - WHTE TREATED WOOD 4'x4' POST.
INLET STRUCTURE �S o°� ,�� 11rz, R. cTY� 1 uz, R. 1a ALL rD�TTiRESHOLDS SHALL � SLOP® AWAY FROM BUILDING
TOP GRATE = 18.50 -�� " ` ���
INV. = 16.10 44 v � MAXIMUMI- -IJ
9.50 3. 22.00 9" T" 3/8• 9• ACCESSIBLE 3/6• -1 I I=I I E, cl I I-III- 3'-0" 1gT6
23 I I I=I I I_i I U I I-1-1 I I I. TRA TM�s" �C ISAME NO'®°U INU
III-I i I� CI I I-I I i- zEER,`THa"a'Ts°�'>PA�.'"E A:'�""``W°'H` "s„T°°`®
CONSTRUC N/GRADING 12' 12" _ a TMOMmEWAUTorN oIwIM IONT
_--� 4 TIg815OEWALK TO r N LAST 3 WH6tE R A91R5 PAVFIB•If
I ( LEGEND AND BORDER - GREEN LEGEND AND BORDER - =III-I-I I I wRN No aR® LiJ
BACKGROUND - WHITE BACKGROUND - WHITE -III=1 I I=1=III IL Vr WFANsnN"Iff"RE=W AT W MAX AT SCEWALK H-
LIMITS ANCrOK AT S=CrU ,AND AS NOT®ON SRE PLAx
a PROVIDE A LAYER OF eA Etna PILT BETw�WALK AND ADIACENT LaJ W N
_ I ( TYPICAL HANDICAPPED SIGN DETAIL z Lai
••
PARALLRK CURB OR STRICTURE.
7. R9FORCE d6&-ZM W.WAt G W
20.50 NTs V7 WAN" 0 Z CC U HW-
20.00
J ' � NCDOT ���
I EROSION CONTROL ous 5o MAX VACHC EXPANSION JOINT (E.1)
j O M a
o STONE n
' c v VOM O�.TAN uj rn n
/ DISTRIBUTION BOX i veYt roa®IOR+T W M M
01 at
NUM M
' HC SIGN t�
FFE 23.50 I • 2 Z Z
t rn3a �
SEPTIC TANK I 100, 1A EXIST. o J o
BOX CONTRACTION
a CONTRACTION JOINT (C.J.)
:12 SLOPE UP 7 7
EXIST SEPTIC TANK 0 ^ PLAN
z
Lli
� o
SIDEWALK JOINT DETAILS
t 1 Nrs
THIS SECTION F SIDE WALK 1 1 I 5 SIDEWALK W
TO BE FLUS W/PAVEMENT ' I pnH µp�� ,� SEE SITE PLAN STONE SHALL NOT Li
BLOCK OR IMPEDE
I r-1/� E (` P dtN�M%�� PIPE FLOW z
`�'r� 6��.��"i '`'°�• 11 0
` 23.00 15' 20' 15' .00 �'f,.ws.6 arV 4'" 1 4, 1 II J1_ z
vWr 114 SEE SITE PLAN W
1 u�l vl+rT" y G SECTION A - A MIRAFl 600X FILTER FABRIC Z
IOBf1�. ` c0� I 3.95 : 70 I I " Ww�°9+i_ OR APPROVED EQUAL
1 -s aAr a
S� 2.70 FTC: jj': : I ++ NOTE: FILTER FABRIC AND STONE SHALL N# TOED UNDER FLARED END SECTION A A
R5'
age. �•+nr �w ENERGY DISSIPATOR
.. . . .. .° .a. o . .° o o. I = I wLbM 1NTS
°o°o°o°oP R5' TEMPORARY GRAVEL ° J /� H,
Y"$). . . . $. . o.00°oQo° o°o�. p w6w7t' i0A 4 7 tis M O
o o°o°o °oI? CONSTRUCTION ENTRANCE s �'
. .O° ° ° °°Aoo'O
2 21.40 R' 24 0o0oOA o °000o ZZ.00
�.. . . . . r�. .;. . .:. . . .°90o.°o0. °A o. v c c v G CONC.C
.o 0 0. o d n E. .L T. A PH. DRIVE E AND PAPY.,I I I IIII (I II III)
. . . . u ooho0opo0 6 R5.1 INV mil* I o writ
. . . . . .. . . . . .
MP IIIIIII IIIIIII
9 I nflA•' � PLAN
n R8 l`P R5'I ( �� je1„lb . +` �- �+ky� k BAFFLE WALL 2' X 2' FRAME 6 GRATE
\ >� 2/0 .9 . . 23.00 b/t�e ��1. �riSH�t . YwSL' }si oI s'�/ ,�t1H+ 'lLo � VA `01, INV. = 18.00 TOP = 18.50 IIIIIII III II
- -- + , M `Nt ^^b.r 4e* � I I I
III I
I oW SP'��B'R' m uv 15" CCP �$°0 4' x 6' PRECAST BOX 001q
FOR BYPASS -
-_� \rt �pJ4S`It/1 . 1 1 � 51 oa JPN
15" CCP OUTLET TO Dm DLL
w I INFILTRATION AREA
gu,MA, , b INV. = 16.10 DATE 6/21/00
�p r MN
•� fib' Y+�w.+A d INV: _ 1,6.60 15��v err\ A�Z� C
_ � •'R7`" COARSE AG(REGATf � _1L O
__�_-_- lr► \a>� 1•MA►v4tR•s Z+Ib,tO w �r �^ (iH�•�^+1 ) r,/ Twa.•� se r� 6" CLASS 1 STONE
SITE -_..__,_II _I„--_. isw4mi` > w�..�-51 N li•1 ' COMPACT SUBGRADE
- -i TEMPORARY GRAVELLED 111966���
�' �` _ CONSTRUCTION ENTRANCE '
E° a►sALP�L Or 6ER �� INLET STRUCTURE RECEIVED .,,P" '
..W° %wuft wow '�k LtiNr+ A O{ ok � U�L IvW+L� , yQLIP Nc
�qr ,
SU�ON STSgMP cCl) NMI AL� SWALE s• �.. SCALE: 1 " 2 0' NTS
LANT A 0 .i ( i
Y 4 Av I ,& T �m��'► A,No�W+A DWQ c 1
U.S. HIGHWAY #421 _ �y � N ���L„�,�,,,�� J,�W J.1` n{ ,11,43c OwA I,A o 20 ao 60 PROJ# =�i,/a �L� gz�
(150' PUBLIC R/W) gID I al.��y Joe lilosl + V4 T► 'tI1� ' '1Ip1, �'3W�s� ' NOTE: THERE ARE NO WETLANDS IN THE AREA OF THIS PROJECT.
VICINITY MAP NOT TO SCALE
nn 3.s a
SIN. CL'161 _ (- 31fi16'� P88{}2 a t ISms3)= z 19e7 t 3)�3b,6
Li 5' )Txtq
77
z J
. ., : . ..

VICINITY MAP NOT TO SCALE
m
N
18
W
SITE 1 6 0
15
a x
14 � ^�
v �
13 cn =
QUEENSBORO STEEL 12 p9 34p,56 o N w
0 100 200 290 S 39 33 z
(,o Q
SECTION "A-A" o Z
HORIZONAL SCALE: 1"=60' w © J
VERTICAL SCALE: 1"=6' $ �2 oQ ^ O
NOTE: MAXIMUM SLOPE = 1:8 5 42 54 3 r-
SV1j' N Q
O ST�M PLANT Ln U
_ 19
25 L u =
4N.
2 a o 0
CL = Z
byy 00j LLJ .,
5 cy
PROPERTY LINE Q LJ..1 Q O
DRAINAGE AREA - - - - - - - -
Q F'-
EXISTING CONTOUR .� 0
INFILTRATION AREA --------'—� �pr4N M W Z
DIRECTION OF RUNOFF
EXISTING SPOT ELEVATION EL:12.11 X nSy� Y ' � y O J
ASPHALT PAVEMENT + + + + + /� jy n /+ V tK D
+ `ICJ ��wvv"""
SIDEWALK AREA
GRAVEL AREA
o -
BUILDING AREA
LEGEND TEMPORARY/PERMANENT
GRASSING DETAIL
1
51 1. CHIS:L COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
J S 28'13'37'28:7.52' ADVERSE SOIL CONDITIONS.
�rL t 2. RIP THE ENTIRE AREA TO A r INCH DEPTH. to a
5 0 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES Lv w N
1 5. L 4. SMOOTH AND UNIFORM. 3 2 0 w
3'33"1TL \ 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. O i a c�
' ' k LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F. M * E
5. CON EINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED n m
IS PREPARED 4-6 INCHES DEEP.' \ 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
_ -.- Ltc DC4 1nO v L?E "SLOW) � W, � I
` - Q /� S.F.CF ;" r �u T
\ 7. MULl'_H IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
E $51 fFI� �sWAt E L 3
F ! 139 82' GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. a CC,°
k.=. o
y WOOD CHIPS AT 500 LBS. PER 1000 S.F. z w
(PRETREATMENT .UNI o JUTE 6 MESH AS PER MANUFACTURER o x 3
=' REMOVE SEDIMENT U l N O a 3
a r r 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND m 3 a 3
* 6 ikf0 2.0' FROM ,( 33.04' APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
rn ' 61. 6' 0 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
�— 4� WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE r U
0 �� s„- OVER' YO% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER Z
y0 S 8'1 4"1 S 4'1 / AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND N
/ 61 75' FERTLIZATION AFTER PERMANENT COVER IS ESTABLISHED. CC
p 5 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
2 % CARPET GRASS Z
99.9 \\ \ 4%20% TURF FBERMUESCUE
ASS
10% CREEPING RED FESCUE
Z
1. 24% ANNUAL RYE GRASS W
50' 100`. 4D• 1' --100 -I 6'—1Q0.0 � (: o *13ERMUDA SEED SHALL BE HULLED FOR WARM WEATHER L
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND 0
G_RMINATION SHALL BE A MIN. OF 85%.
\\ Z
z \\ N ( w ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION t-
OF C2ADING. -E
\ 0�, COMULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR D
\ 3 ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION to
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO Z
\ z N WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. 0
3' I U
N 33'2� W2.47' 5' fO
rL
- T N III��� ��IIII
= : : : : : 5T :: .. + *6T, STORMWATER
:,:::::.:: :;: : : 6'.' ' IIIIIII IIIIIII' � APPROVED: NORTH CA
/AL IIIII II
IIIII
III II ROLINA ENVIRM �
2�1\7L41 �3 - — —— — 3 . � MA COMMISSIONEMENT SG OF WATER QUALITY
' 744.6734" W Q III II6' " Date R 200J
Stormwater Permit No LALF0607.2S
44.82' 93' 93' 93' 00195
DES. JPN
cm
PN
C }" 7WJ . oitwir JBGS
f 20pj ah 10/26/00
A�0 KUSKE Q`N CA
•'�O
4.
r �
a
1 �
y�L SCALE : 1 " = 60 ' �• LIP
0 60 120 180 A 1
NOTE: THERE ARE NO WETLANDS ON THE PROJECT SITE. C
DWG FILE C:XXXXXXX, PLOT:X
T