SW7960410_APPROVED PLANS_19960823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW/7�t1D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
1,
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

REC
y WASHING ON OFFICE
• uc] inn
E7RSTINIC NEw
'�.,22 69 \ BULDINCS
a x2.d5
71f. COMTE PAWMEkl
DATUM lNOTEM, �2 � x x11J � � 1�h 22.19 x 71, iiPP ���hhhY�Y�9�
I. ELEVATIONS ARE N FEET ANO REFEREI6¢D TO 5 \' 2° CONCRETE WALK
IUTIp1Al CZCOEM VERTICAL DATUM (NNLtiD29j. 2. .2 `� ✓°a ?,r
LIMITS OF GRADING. /? \ •'•,•'•_ CONCRETE CURB
2. HORIZONTAL DATUM IS REFERE)CED TD NAD 67, r 2t © CONCRETE CURB AND GU TTERE
CHERRY PONT 20NL v h r7-Is \ � � :I..7 APPROX. LIMITS OF
F1 7A qP `�iF7 PETROLEUM CONTAMIATED •' FENCE
by . 21.7 zn. ° \ SOIL TEMPORARY OatCT
' � . �s�3 DAMAGE(FO]) FENCE
31, SPOT ELEVATIONS IA
2.04
• 2L x 2172 +S x 72 ~/ FCC a5 22.17 'r LW CLEVA�TKM FLOW FL. it.pO
• 5 , 9
OF
/ ■ u6a - - - - - - '- - ` Gr 11 EDGE ELEVATION
usl. OIL SirPAVE1QNi
]aa�- AAArCA ` n. U, 9'925A f xiso 3 z Ht�H POINT n. vADON
SOL BOaNC LOCATION
h _ -- _____-__- f1.09- - AIC OESIO/A11O1
CONTRACTOR'S c n ].16
:•`a STAGING AREA ,' x ,.s + --8-4 16- Tm . z.eG PROMOE 20' CATE TEMPORARY ar FENCE ■--�F
ON FOD FENCE CURB Im"T
. I x 7a.73 . ?a t. x 239a -19 t 7 S DUENT FILTER
x 21,60 2 \ •\ CLLANOJT
S x xilx
12"EII-RATER LIE r RATER
3
x a * 21.79 2097.\ 1L"-9a--^--GATC VALVE
lA.ia 2..e• 5Iz a7 . 21.51 x ,x .,95 FIE ISIDRAMT
_ V h x 7a.E'u • 2037 YARD HTANT
n9. s\
OR
. d1 ■ z1n Ax
,
wrEt +AA,O \ CO6CNUS
TiT
✓ � _ AALA f.n
eI II x 21.39 19.20 \ = -=Ia-CDNC. = STp41 DRAM TYPE-_-
7.6a Y �I _ • .J I ,, APPROX LIMITS OF x 21.19 ru.E .,9. 60 n QAB OROP OILET, CO ...,,..�
G PETROLEUM CONTAMINATED x Mks e \ ' -�
22.7%1 SONL -J -- - DROP INLET. d
En511NG x II-58 . I1,19 x , \I
. r[s EXIST. �, x 7ae6 _�.- G,7NC +AP . z.m �tna+o -� n...-�---�E, 1H
yy ^ x zl.n LS`�.�' REMOVE nNy i0ow =[i SA,.-SANNITARY SE'RICR
25.52 V E1LDG /o f I4.67 �� £ ( E10$T, UTILITY - _ 6_gt5 _ _ GAS L�
L I738 65 x 21.m �P ��i 7. � T1ONS) ,
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-v x �5,' 1Ifr• -'ERE-' ����I � a, n."x .AE -r.e�xx cx n,.66 t70.se EMpy/ 7015/T1N`• x ,a.a
'IaL9I8 2 OdGRASS 9\ \ l!
--
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ELECTRI
C LINE
+E
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t ry
21 IS 0.1 -EOT _ _ OVERHM TEID,fCE LlIK
2.36 1.01 EUT--SICCMXOlO TELEDNOE LK
--Fl1ST_-_LIQR�e'C STEAMO E UTJ 1G MOOD POLE
ARM RET-RETURNaN32s �N zz2z CONfONS)f n.s7 eD 74. t I TOB-TOP OF aAr
S1A-a.. M �
2155 1 CI CIS -rM- - - TOE OF SLOPE
C 5.00 21775 17$7 1
Q TELEPHONE PEDESTAL
II TA c r.-s7 / o' s x ti.67 x 2159 �i° \ +.00 POWR PILL
- 21.25 x x R x .77 LIGHT POLE
x 7].50
-•YQ1.e1 117.9 I \\\l O POLE
ASP.,A. x 719+ x 7T./. / ' x sT aT
z = 2150 " :I. xs ,9.yp1�50 M175 OF GRADING 1, 21.1� x 1P v SIGN
x 21,92
CONTRACTOR'S CRAW sP'iWkc.c 27.J7 / x,7,>e * 2,,59 TArtRAY OR RUNNRAY LIdNT
k1, S TAG2,bG AREA AREA j x , - / " 1 1
■ 2174 �µ 15 ' x 71.60 B-7 '' // x+T,w It I 7 TEMPORARY BE?IO•dL,UaC (TLRI}
i ,e00 x 17,.2 !!!� x 22. 2-...-PCS-----PET7:DLEW CONTAMINATED SOIL
` x 31t6 /
107 x xx.90 x x1a2 •h �'dT / x ,9.1. t .9 1• 2s9 (TPSN ID POTt CONCENTRATION)
/ I "xI. Tt SURVEY Iu6l ,t
4
x 2139 .eT / "I '• � c ,e,75x ,ea x t7.SJ GUESS SHOULOCR � �
21.56 REMOVE EXISTIN WOOD 17 /jCONTRACTOR'S
POLE (NO EXIST TIUTY / Sy„ c,7.7] % STAGING AREA 2,.9] y
..t GRAM f z.Is 15 CONNECTIoNs) a° r 3 �R��
va. 69
�P
2 k 22.7. 1.0 Y 2 x n.a7
x 25.7 I GA 67 x
a
x x. Ts F - tlthRJ x 19.a0
x 24.37 sock 5{ 5 Z. Tay.tiis tV 1 LIIeelikki
-' x 2179 x 23,.J ^ OM4_,i. d d t •--_ •- 3.5„ : 7y T.
1, FOR GENERAL NOTES, SEE SHEET C-2
111 � 2
x xzs6 .soNAlt x 72.0. x 2 UNITS OF PETROLEUM CONTAMINATED SOIL
2.16 xA
SARCLT �Tf REMOVE EmsTjW CURB, CUTI 19 I do DETERMINED FROM LAM EMONEMNG REPORT Na
x c x1.1 7a9T x 3z.v .131.77 µO ASPS# PAVEMENT:` 2 -z. x ,am 7 A I ASn,tALT 475-OM7-01, DATED JAJUARY 5. 1995.
f ,
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THERN DMSIONA
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1>•n a.m ErST. GRASS C
11 STA IA+72 rE>c5f- rxL .�yARy Do'
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p Rim- 2C.84
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PROFILE_ 3" FUEL SUPPLY I Ftss/
LEpR�y'• � � ----
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• 1697 A
NOTES,
GENERAL NOTES. SEE 91£ET C-2. � � _
I
2. FOR LEGEND. SEE SHEET C-1. -. I�� A/�'• �j'�
]. ALL NpAK SMALL BE cON5Y1EAE0 NE■ UNLESSNOTED 07},ERWSE TO DE EnsnNG ( /
HORIZ.; 1"-20'
VERT, 1 2 r
�W- VIV;,
T•ch Rolop�, Inc.
Tullonew.c. ti 3738s
OCSCIlI.=Idl Lk� ...�.m
AEv7sIoNs
SOUTHERN DIVISION
WiM .-ONPS Ai1i •ATgN � � n V.. M. .
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FUEL LINE PLAT! AND PRG--ILE
fi a>r 0.1 v
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1
Ems"
i�
5FE10400 11+00 12+00 13+00 14+00
PROFILE - 8" FIRE MAIN
SLUE: NORrZ. 1-.20,
WER I. 1'- 2'
m 1 f I
A I26
I I I I 1 I I I 1 �Gi I
I I 1 I i I tzI ar I ^'ii I
4
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• I I I I 1 I I I ! I I I I I
16
- I I I I I16
PIPE 13+00 14+00 15+00
STl
PROFILE - 8" WATER MAIN
SCALE: r10Rr2. ,•-20'
VERT. T--Z'
t5+00
16+00
17+00
E�Ew
°•
E!
16+00 17+00 5��. t0+00 11+00 12+O0
w»4 I COLERED MM 6'-d• 0` I I I 1 I 1 I »I»x I V
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'fl
wv.Ie.2 i I A I I h I I
16
1 1 I �I I 1 1 i I
10+00 11+00 12+00 17+w
PROFLE -._8" DI_SANITARY SEWER
•� SCALE: HCRIZ. I':2U
,,f T. 1'-2'
14+00
PROFILE - 6" WATER MAIN
SCALE: MpnZ. 1'-20'
VERT. 1•-2'
Sy`1k111H1!!/!
�'.
dW
•Q�oFES5rp�9�9
= SEAL
16970
G1 NIL
i •.
VERT; 1'-2. IQ'

DOUBLE EXTRA HEAVY DUrY
CAST IRCN COVER FLUSH
NTH rIN15HGRADE
BINMNOUS PAVEMENT; �_ ., �pTA55
C AULK -I CFERRULE /
wLKBRONZE J
DOUBLE FLANGED
AA IH PLUG
cLEANour HpU9NG
I
I,-[
CAST IRON
__CAST
SOIL PIPE
I,
EEONC RAOIU5
Trr1y� G W OR Y
AS REQUIRED
CLEANOUT
A
NOT TO SCALE
Ca CT
WIN 112" MwIR
- I OVERLAP 6' N. AND
—may SECURE IN ACCORDANCE
•rm MANUFACrURER'S
INSTROCnoNS
REINFORCED CONCRETE PPE ~ pE0rfxlttE FABRIC
WITH RUDDER GASKET IONT
CONCRETE PIPE JOINT e
NDI TO SCALE G C7
FOR GATE VALVE M1 n.oVT
FlR_ sIYDR
ANT ASSEUBLY. O
A. AND VALVE SIZES VARY.
I NEW VALVE Box I
I 3
I I FINISHED CRADC C
I I -
I
I 1 z
I I s
I { _
NEW L NEW i•
I WATER MAIN ! WATER MAIN • WIN 2 CF (iiALCL To
I i EXTEND ABOVE *EEPw01f
I F
1 VARIES I CONIC. T1,RUST BLOCK
I GATE VALVE UNDISTURBED SdL
L— — — — — — — _ -
FIRE HYDRANT AND CATE VALVE o
NOT TO SCALE
1111L,OST INDICATOR WITH LOG(
FRAME AND COVER
SEE SP ONcAnON
SECTION o2230 � r r s 6' D.C. E,w
6 YIN, I
II S.
z 1 L
Z ]•p •3" uIN. �1 CONIC. BENCy SLOPED
1 2":I' TOWARDS CENTER
rB..11•= '_ 7
SHALLOW SANITARY MANH e
NOT TO SCALE �• c'
C a3 SEAL
45' MAX
I
C
c
PLAN
TEE • M
o I_
a5' YIN.+
ECTION A -A
PIPE
TU OR DEAD ENq a5'
SZE
A
B
C A
B
C
6'
1'-6.
2'-0
Y-6" Y-O'
2'-0
1'-D-
6"
2'-0
2'-6
1'-6' 2'-0-
2'-0
2--0'
12'
]'-0
. -0
2'-0 -
_
_
NOTES
1. NO VERnCAL BEND SMALL BE CONSTRUCTED WTHOUT
APPROVAL OF THE CONTRACTING OFFICER.
2- CONCRETE SMALL NOT BE PLACED ON JOINTS LIMITING FLEIOBIUrY.
THRUST BLOCK E
NOT TO SCALE C. CT
2'. 2'. 5' THtd
CONCRETE PAD I NEW VALVE BOX
NEW PAVEMENT
I
NEW PAVEMENT
I
�= I SCREW OR SLIDE SECTION
Ix O
' I GOOSENECK
GATT VALVE
o
I
FIRE MAIN C04PORAPON
STOP SRVCE STOP
SERVICE SAOOLE
I
HATER YAM
POST INDICATOR VALVE (PIV) �11
NOT 10 WALE c. cT
3/4" SERVICE
-CONNECTION TO MAIN
NOT TO SCALE C• CT
TO YARD
HYDRANT
FLOwABLE (C
BACKFRL —
INIGAL SAND
BACKFILL —
&AND
BEDDING —
UN04STURSED
EAA TH —
" RE -BAR PLACED
IN C/L Or SLAB
. a', a'-0'
CUTTER
INVERT
cl
CONSTRUCTION
CONSTRUCTION
JONT
a
I
GNT
A
AjA
$1wi
CUTTER INVERT
&%Cx OR CONCRETE WALLS
ROUNDED ENTRANCE E
I R I IRS SE:CnON A -A -A
ATER
n]P ELEVATION OVEN HERE FRAME AND COVER
I I TO FIT CURB AND GUTTER SEE SPEOFICAnow SECmo. C2720
I I SLOPE 31
I I A 1/4- FINISHED CAIADE
1
1
WN. 6" 1 1 2 —BRICK OR CONCRETE WALLS
3 ]/a"
3-µ Tab g
J. AT 12- O.C- T+B 1 1/2- CL }
COMPACTED BAO(FILL
� S' CLEAR
J_
a
p AT 12- O,C. [.*.J
CURB INLET 4' THROAT
NOT TO SCALE c. n
NOTES:
-Two PIECE
-SJlx. TYPE
-ADJUSTABLl VALVE BOX RETNNER
-5 1/a- SHAFT. NEW 5' WATER YAw GLAND (TYP-)
VALYE BOX F
G CT
NOT TO SCALE HYDRANT
NEW (}- WATER MAIN
`EAllllllltllFff NEW 6- GATE VALVE w/ Box
r A /f
{,,� ll''11 I
SAWCUT 12' BEYOND LIMITS Or `\�0�j 71 CARV/ z�� NOTE: ALL HYDRANT CCNNEC TIONS MUST BE FlElp
TRENCH EKCAVATXON AND APPLY _\ ••a••••••• �A.
r r. �O •• , Y� ± INSPECTED PRIOR TO BACI6LUHG
TACK COA3 • tJ
2. 9TUwwOU5 SURFACE COURSE �QO Nor FIRE HYDRANT CONNECTION N
Pa A TURF Oil GRAVELAREA SEAL
rE A L _ NOT To SCALE Ca CT
.- YIN. GRAVEL CR TOPS S AND RF T� 7�
"STIYNSCRAp !
_ a�
MI -C • COAT I I _rINAL COUP ���•••a• • ,` I, FOR CFNERAL NOTES SEC SLEET C-2"
t2' ION .41N. SOIL B. LL ('-�` • `V
/ v �,r /: 2. FOR LEGEND, SEE SHEET C-I.
• 1t1
t
AICRE7 T2- 12'
W N.
UTILITY TRENCH & CIVIL DCr YLS - I
z
PAVEMENT PATCH
4,07 To SCALE
w

µ • 6' O.C., E.w. SEE SE AND COVER
SEE NDC TION
SECTION 02721D
'o ,6
•� YIN 1 A•-D• I I ��•
l 1
1 I
1 I
I 1
�`� a' AGCACGATL
SHALLOW STORM MANHOLE J
NOT TO SCALE 111tv
3/A" THREADED
NOZZLE —
CDNC. PAO
5 Bill. OCAS PVMI.
WINwl
2'-O"
so -
AUTOMATIC �1
OR Aw— I I
EXISTING
PROVIDE WIN.
fi' CONC. ON
ALL SIDES —
6' WIN. COMPACTED
BAIXFILL
PVC CONTAwuENt APE
POST T
;T(WAn
TENSION
WIRE -
�a.l:.xT>rl.tir.�asir�
IL911I."A.TfJfil: Y�J�T.y��
6�
BOTTOM RAIL OR 71>9014
WIRE. AS SPEIOFICD —_*�,
GRADE —
IN
12"
TEMPORARY FOREIGN OBJECT
DAMAGE F00 FENCE
NOT TO SCALE GT
I
_ S powELED TRAh51[45E Co„i ACnal .la„T
Ij EXSTING FENCE
{ 2' SCNED. 60 PIPE V1CO„CNETi SLAB
I VENT SECURE TO I T-0" O.C:
EXIST. FENCE k�l WENi LINE MARI[tNC 5" REINFORCED CONLRE TE SLAB 3/a' EIPaNSION JOINT FILLER s'-0". MAX r12- STEEL r2" SONEO. 80
P)6.6 w2.9.w2.9 WELDED WITH t' DEEP A FUEL cEA.I IP1 CA%NG PIPE PIPE VEN1wTRE FABRIC RESISTANT SEALERI^J_ ENO SUPPORT ! 7-D/4' CLEAR vINSEL7 SCREEN +I�'�6PVIC�SLOPFTOILL I
BOOR pRNN { I (Typ3R ILIEL OXIS RhG
/CONNECT TO FOUNDATION WITHDOWELS SEE SHEET F-3
Ew PAVENENI BUN9RNG FOUNDA i1DN T CU. FT. �CJi0UT B0� ENDS AND
wA TER tIG+i
2" CLEAR = YIN
SE
F 5„EET F-3 GRAVEL ENO SEALS
E' AGGREGATE BASESipe 4E1„cDRcNGPIJJN DOWEL 3/4'f 16' LG 2" O.C.
1 1/2 CLEAR of _Jr FUEL LINE-- CASING P
PAVEMENT MARKING �1 NOT TO SCALE NOT To SCALE 2�++ �_ CONCRETE VEHICULAR APPROACH SLAB ��1
NOT TO SCALE C2
5 FT. GRASS SNOULOER
MATCH SLOPE OF PAVEMENT
NEW PAVEMENT
NCOOT CLASS B EROSION
{ �CONTROL STONE
�-2 Cu. FT.
OF GRAVEL
YARD HYDRANT K
NOT TO SCALE C• G
NCOOT STD. SIZE /ABC
AGUTEG TE PROVIDE AGGREGATE BASE SUMCENT
TO RAISE EXISTING PORTABLE BRIDGE
1 20' TO EL,EVA:IONS INOICATED
NEw PA1fEYCNT
6" MIN. _
COMPACTED 9AOKy y LEKIST NG PORTABLE
FIL
FILTER FABRIC EIGSI. BRIDGE J
EXISTING GRADE `` DITCH_ J�
AGGREQATL APRON o
NOT TO SCALE 11zly
I - COMPACTED OR IJNDIST "I D EARTH
NOTE: CONCRETE TO HAVE 2e DAY COUPRESSvE STRENGTH ac 3000 P-A
CONCRETE NCA M NT FOR FUEL IN L
NOT TO SCALE p y
FUEL RESISTANT JOINT.
SEALANT
3�
1/4'
aalyyll l!111l z►I
FESSI,9
U
-� SECOND ti
1/2• DI A SAWCUT
BACKER y SE AL
ROO
p;�`
i 6"u
•
r �
�T
FIRST ��� ✓� C- tc,
SAWCLIT 0I 0 •••••
IaC R
V`„
1 /a" �b C y`a
11 aa`a
ERSE CONTRACTION JOI T i
NDT TO SCALE _ 3
FILTER FABRIC.
EMBED ENDS 9"
SLOPE PROTECTION r1
NOT TO SCALE U
NQTE
tt FOR GENERAL NOTES, SEE SHEET c-z.
2- FOR LEGEND. SEE SHEET C-1.
R.t

.OP OF BANS
1 6Co
TOP 'AEW
5' CRASS SHOULDER- MEET NEW 'E a OF
PAVEMENT CLEY- 20-9 ASS
NEW PAVEMENT !
4 REIR EISY,
B STONE
MEET EXrsTlNG
r
I RL 1'
M1�
s`
FILTER iABRIC
L
EMBED ENDS
a, ,5 OR / 51
STONE
9" MIN.
VIEW FACING UPSTREAM
I R ,T
NOT TO SCALE 11C11
n
GRAVEL FILTER -RE MESH
RUNOFF WATER 1-12d, FILTERED "AMP
H41 M01
t.x l'c �pl �1UM• SEDI1y�—�YII
MEri i�'I
CONCRETE CUTTER
-CURB INLET
5ECITONAL VIEW
GRAVEL & WIRE MESH CURB INLET
SEDIMENT FILTER _�y
NOT TO SCALE CI.C] o
TOP OF REINFORCING BAR
FLUSH IVTH TOP OF CONCRETE
PARKING BUMPER (-F-�
N07 TO SCALE u n
ARS
OU5
UPS r
FACE EAY 10 00* STREAu
i
2
I r
STRUCTURAL STONE
NCDOT CUSS B
SEDIMENCIT CSTONE
NCDO7 /5 OR 1 57
COMBINATION 6" CURB & GUTTER w
NOT TO SCALE Iti
C9
CURB WIPEDQWN
NOT TO SCALE C. o
A
L
NCDOT SIAND
FLARED END .
RIP RAP
FILTER CLOTH
BEDDING
SECTION A -A
A
J
I ER DSI ON
STONE
BANK SLOPE
NOTES.
% RIP RAP FILTER CLOTH BEDDING TO BE INSTALLED UNOER ALL ERO40N
CONTROL STONE IN ACCORDANCE -Tn THE SPECIFICATIONS
2. OUIFALLS LESS THAN 15' IN DIAMETER 10 BE PLAIN END PIPE
PROTECTED BY EROSON CONTROL STONE.
PIPE OUTLET PROTECTION �1
NOT TO SCALE
REMOVE EUDSTNG SURFACE
COURSE MIN, 2' DEEP ANp
MEET EASTINC PAVEMENT MATCH SLOPE OF
NEW PAVEMENT
TACK I` I ' I I TAQ COAT
COATI' f NEW PAVEMENT
E1a5TING PAVE Nib k I f 1 r
SAWCuT EmST. PAVEMENT 1T7 MIN.
AND APPLY LACK COA ! Lu
PRIME COAT]
CONCETE VALLEY
CUTTER
ENTRANCE TIE --IN T
NOT TO SCALE C a
B' AGCRECATE BASE COURSE
2' B1TUM+NOU5 SURFACE COURSE
s l Tp•$pl ANn
YAy PERMANENT SEED
PRWE COAT
= EmSTIHC
GROUND
r r6' MIN,
DILL➢ACT UPPER Q- AND EN THE
DEPTH OF FILL TO 951 OENSTY
ASPHALT PAVEMENT r-1
NOT TO SCALE v C9
SLOPE TOP FOR
WATER RUNOFF
IS' STEEL PIPE
FILLED WITH
CO,
PA T WI TI1 OS•
TELL"
SLOPE FOR POS
WATER RUNOFF
NOTE: C UARO POSTS TO BE INSTALLED AT
5'-0' O.C.. CENTERED ABOUT HYDRANT.
G ARD POST
NOT TO SCALE [• l7
VARIES
I
1� a• ! I/A- RADIUS (TYP)
ROPE 70 DRAINIa'T.
AIL IE �I#mil=�
FIBER -REINFORCED
CONCRETECOMPACTED SJBCRAOE
SDEWALA NOTES:
I. PROvrOE 1- DEEP TRANSVERSE CONTRACTION JONTS CONTINUOUSLY
ALONG THE SLAB.ON.i CENIERS
2. PROvIOE 1/2' THICK EXPANSION JOrHTS AT CHANCES IN SIDEWALK
DIRECTION t AT THE INTERSECTION WITH NEW STRLCTLFRS t PAVING.
SEAL ALL EXPANSION JOINTS WITH JOINT SEALER
3, ALL SLAB EDGES. INCLUDING THOSE AT FORMED JOINTS, SMALL BE
nNISHEO WITH AN EDGER HAVING A RADIUS OF 1/4 "CH.
CONCRETE SIDEWALK
NOT TO SCALE a n
I. SET THE STARES 2" EXCAYATE A A' WIDE X S' DEEP
(YIN. i LENGTH) TRO-01 LASLOPE ALONG
THE LINE OF STAKES.
FLOW
3• STAPLE EXTRA -STRENGTH FILTER a, BACXFRJ- AND COMPACT
\11111IFIFFF' FABRIC TO STAVES AND EXTEND THE EXCAVATED SOIL
C A fl IT TN TO THE TRENCH.
9 p j �F
ES S l0N9�4
'9 '
x
D SEAL
• -
E 169 SEDIMENT__ FENCEC r1
• NOT TO SCALE CI.F C7
'•. Fig,,, . .= n /,.
1. FOR GENERAL NOTES SEE SHEET C-2.
111i 2. FOR LEGEND. SCE SHEET C-t"
I�

110
L0
04
go
V
3
�i
c�
4z
i�
N
t`4
N
4
7
23
8" PERFORATED
CLEAN OUT I PVC PIPE WRAPPED
WITH FILTER FABRIC
_ #57 STONE < -.-PROPOSED
ELEV. 18.50 �_-- -- �� � eoo
GRADE
• • oQoQaP-'O
Q
• • • • • d��a.-. do O o .
ELEV. 18.00
-
p
7� '. A V%
r
11-3/8" 0 HOLES - -8" 45' BEND
EXTENDED DETENTION DETAIL ( cc'
NOT TO SCALE C3 I C3
N CITES
1.
FOR GENERAL NOTES, SEE SHEET C-2.
2.
FOR LEGEND, SEE SHEEET C-1.
3.
ALL FILL MATERIAL IS TO BE OBTAINED FROM OFF -SITE.
ALL MATERIAL EXCAVATED FROM THE SITE
IS TO BE
DISPOSED OF OFF -SITE.
4.
EAD REPRESENTATIVE SHALL INSPECT ALL
OFF -BASE
SHIPMENTS OF EXCAVATED MATERIAL AND
SHALL
COMPLETE AND SIGN A NON -HAZARDOUS
WASTE
MANIFEST FOR TRANSPORTATION OF EACH
SHIPMENT.
5.
INSTALL PROTECTION AROUND NEW INLETS
AS SOON
AS PRACTICAL TO PREVENT SEDIMENT FROM
ENTERING THE NEW STORM DRAIN.
6.
ALL WORK SHALL BE CONSIDERED NEW UNLESS
NOTED OTHERWISE TO BE EXISTING.
EXTENDED DETENTION BASIN - PROFILE
HORlZ.: NOT TO SCALE
VERT.: I" = 2'
23
22
F
I V=19.84
O
\-:
PAD EL.
w
24.20 ��, P 21.00
" `
- 24.50
0,
a
_
•
-1 V=18 00``
+
►- -_MEET PAVEMENT
Y
- G EL.= 24.fi7 '24.1 '4
TC- 3. 0 C3 C7 `L G p \ .�` ♦ P r
FL= 70 �� �C6 �,\ . ♦ r
24.67 '� @- �, 24 20 ���.'� ' EP 23.8 5
TC= 23.0 �Q�� Gp 24.30 .i �; / �:�'-�VALE
FL= 22.50 24.
\ __ 8 P 24. DO _
CDl \\ "�� 24.10 '�� /y
RIM=23.0U
INV=18.73 a `�S hoo EP 23.83
�"1, 5 BRASS c`' IN�1=18.00
24. SHOULDER -
MEET
EP 23.00
PAVEM NT ®`�� 25.00 ��'' PAVEMENT - - , Q�G
N �s\\ t` STABILIZE SLOPE W/ RIPRAP '
/ r
�1
_ 25.00 AND GEOTEXTILE FABRIC 1 p� 0,
P TER
EP 24 � PROPOSED STORMWA
.� \\� c3 c8 DETEN70N BASINCD
24.50 \ C3 Ca=
- \ RIM=22.55�
1 Ui _ r
_ NV 18 °
- - 18.00
yy=`
- 23 30 I -- 40
FL-
90r 15�•� /
EP 21.50 -GRASS
- TYP -- - SE EX DE �NTION s
. E E E D T -_
I C3 C9-7 DETAIL THIS SHEET �r r '
22 3 r }
9 18
TYP.
MATCH GRADE C3 C9
K
` � S6U8B '. RC,iN4t Y•r5 '9,^Ii:`Jaa!] - _
L.ECI: '7VE.. o .:i'E :4}
�ARGIXA 9EAit+. '462-�i4"--a22♦ i
yr r
-
QUALITY CO, �CL REVIEW
,l ! .7 ! m..-.....,......_.._..fil;.Si, RlP i_I(N
L
��• ��•Q�ESSlp�;•gY'=.� T e c h n o l o g y, Inc w-_f '! i {- , '� ;�
TN 37333
-SEAL '
YARNECORPS 1iR . rTA!0Nj8970
E
IY 't"v
JET' G I N TEST ' �. ,
SITE (3RADING AND DRAT aAOE LAN
t r
0' 20' 40' 60' 80, 100' 1=16-_-� � 8009 1 1 _ 43 1 291nl)
1 w 2 0' - -
APPWM
wN
MAWARdW
DWYIM OF �T IAMIAGNINT 1}�
Date- 3o- ,,L J
Uomw#W RmM No. 5i 1 Z h O 4-Z 0 �

1 0o
TOP OF BANK
■
TOP VI EW
5' GRASS SHOULDER --I r MEET NEW EDGE OF
PAVEMENT ELEV. 20.9
NEW PAVEMENT--7ji
�WEIR ELEV.
k ihl'I,lil i l ii111 `ll Vli}
_ �.a.�i; n Q
iii
CLASS
B STONE
MPy,.
6" #5 OR # 57
STONE
VIEW FACING UPSTREAM
—MEET EXISTING
GROUND
<1 k,
",—FILTER FABRIC
EMBED ENDS
9" MIN.
WEIR rR
NOT TO SCALE C3 C9
�f
GRAVEL FILTER -- -- WIRE MESH
RUNOFF WATER '-12 ,—FILTERED WATER
lrt i4 � i1III I.11 [ 4 I Ifr
SEDIMENTS-`
CONCRETE GUTTER—,
SECTIONAL VIEW —CURB INLET
GRAVEL & WIRE MESH CURB INLET
SEDIMENT FILTER %1
6" MIN. _,*,<
NOT TO SCALE
C1,C3
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE
7/8" DIA.
HOLE
To
h
`— 3/4" DIA. REINFORCING BAR
IMBEDDED 18 INTO SUBGRADE —
`' 2—#4 BARS
CONTINUOUS
PARKING BUMPER
NOT TO SCALE
z
C379
UPSTREAM 1 0;
FACE
25 .-.4F SO
DOWNSTREAM
FACE
j STRUCTURAL STONE
j NCDOT CLASS B
ILLSEDIMENT CONTROL STONE
NCDOT #5 OR # 57
COMBINATION 6" CURB & GUTTER rw
NOT TO SCALE VC 2 C9
w
c2 cs COMBINATION 6"
CURB & GUTTER
CURB WIPEDOWN
NOT TO SCALE
' AA
C4 C9
A
L
NCDOT STAND
FLARED END S
_ REMOVE EXISTING SURFACE
COURSE MIN. 2„ DEEP AND MATCH SLOPE OF
MEET EXISTING PAVEMENT jr NEW PAVEMENT
I
• A TACK 1S" 18" ^ TACK COAT
z
COAT —� ;,--_. NEW PAVEMENT
EXISTING PAVEMENT---,.�
ift.1,
SAWCUT EXIST. PAVEMENT 12",� MIN. ` �I
}
AND APPLY TACK COAT---' � I'
PRIME COAT)
-CLASS B EROSION \ CONCRETE VALLEY
CONTROL STONE GUTTER
ENTRANCE TIE-IN T
NOT TO SCALE C2 I Cs
BANK SLOPE
v�
RIP RAP --= -�"` -
FILTER CLOTH
BEDDING
SECTION A —A
NOTES:
1. RIP RAP FILTER CLOTH BEDDING TO BE INSTALLED UNDER ALL EROSION
CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS.
2. OUTFALLS LESS THAN 15" IN DIAMETER TO BE PLAIN END PIPE
PROTECTED BY EROSION CONTROL STONE.
PIPE OUTLET PROTECTION
NOT TO SCALE
S
C3 C9
8" AGGREGATE BASE COURSE
2" BITUMINOUS SURFACE COURSE
PRIME COAT ��`r,
cMcc. ICI1II I!1,=
i—T=i ' �Ti
fi" MIN.
COMPACT UPPER 12 AND ENTIRE
DEPTH OF FILL TO 95% DENSITY
ASPHALT PAVEMENT
d
NOT TO SCALE
TOPSOIL AND
PERMANENT SEED
T� EXISTING
GROUND
�x
C2 C9
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6" STEEL PIPE BOLLARD
FILLED WITH CONCRETE.
PAINT WITH OSHA SAFETY
YELLOW
SLOPE FOR POSITIVE
WATER RUNOFF
' --FINISHED GRADE
. L
; I x
� i d
4
L
co ,
I
6" 6►' 6"
NOTE: GUARD POSTS TO BE INSTALLED AT
5'-0" O.C., CENTERED ABOUT HYDRANT.
GUARD POST.K�BB
NOT TO SCALE c4 c9
VARIES
1„ 4 —1/4" RADIUS (TYP)
SLOPE TO DRAIN (1 /4"/FT.)
i
FIBER -REINFORCED /
CONCRETE -----� 'I
L COMPACTED SUBGRADE
SIDEWALK NOTES:
1. PROVIDE 1" DEEP TRANSVERSE CONTRACTION JOINTS CONTINUOUSLY
ALONG THE SLAB ON 4' CENTERS.
2. PROVIDE 1/2" THICK EXPANSION JOINTS AT CHANGES IN SIDEWALK
DIRECTION & AT THE INTERSECTION WITH NEW STRUCTURES & PAVING.
SEAL ALL EXPANSION JOINTS WITH JOINT SEALER.
3. ALL SLAB EDGES, INCLUDING THOSE AT FORMED JOINTS, SHALL BE
FINISHED WITH AN EDGER HAVING A RADIUS OF 1 /4 INCH.
CONCRETE SIDEWALKI u'
NOT TO SCALE c2 C9
1. SET THE STAKES 2. EXCAVATE A 4" WIDE X 8" DEEP
(MIN. 4' LENGTH) TRENCH UPSLOPE ALONG
THE LINE OF STAKES.
6' MAX.
Zz
3r
I II �i�� 8
FLOW Illl II III#t 4"
3. STAPLE EXTRA —STRENGTH FILTER 4• BACKFILL AND COMPACT
FABRIC TO, STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
SEDIMENT FENCE r
NOT TO SCALE C1,C3
1. FOR GENERAL NOTES, SEE SHEET C--2.
RS 2. FOR LEGEND, SEE SHEET C-1.
CONSULTANTS
5606E MRGiNIA BEACH BOULEVARD
EXECUnVE COVE CENTER, SWE 204
ViRMA BEACH. VA nQ2 (W4)499-4224
18" MAX.
Sh-ef - 40" - ;_A" f F }