SW7960418_APPROVED PLANS_20061205

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw>9l�v�lR
❑ CURRENT PERMIT
CR)APPROVED PLANS
❑ HISTORICAL FILE
YYYYMMDD

0
DEVELOPED AND CONSTRUCTED
DRAMSTAD DEVELOPMENT, LLC
JARVIS
CONSULTING E
A.'.'ocTATF,s9
NGINEERS PLANNERS - S
211 N. MARKET STRE SUITE 202
WASHINGTON, NORTH AROLINA 27889
P*A*
URVEYORS
v;AOb Gel
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER OJALITY
Da#e Pr�l S 20 ob
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15SupG' 7/57/46
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SITE DEVELOPMENT NOTES
ENC / I
F' � 4• w �� / LOT AREA: 5.78 AC.
CURREN-Iv SIDE SETBACK ZONING:
RT FRONT
30'
• . , REAR 30'
�� �� `� �� 1 SIDE 20'
/ PARKING SPACES' 101 SPACES (INCLUDING GARAGES)
PP �4 * q PP I / SOLID WASTE TO BE CONTAINERIZED.
��-
�� Q,
% J LIGHTING SYSTEM TO BE CITY OF WASHINGTON WITH 0.5L/SF
\ e 2 MINIMUM COVERAGE: STYLE TO BE DETERMINED BY OWNERS.
DIMENSIONS ARE TO BACK OF CURB,
ALL CONSTRUCTION AND MATERIALS TO BE CITY OF WASHINGTION
\ / BLANKET EASEMENTS ARE TO ACCOMPANY THE PUBLIC PORTION
i
OF THE WATER AND SEWER LINES.
_ / V ALL AREAS NOT CONVEYED AS LOTS SHALL BE COMMON ARE-AS.
�i \ 1 8" CABC TO BE PLACED THROUGH AREA OF DUMPTER PAD AND
' Y pp \ \ Lw PRIVATE DRIVE.
// PROpOc \ PROJECT SUMMARY
"FDA
TO UNIT A 2 BEDROOM 6 UNITS
D Y OyyER Ike �� UNIT B 3 BEDROOM 14 UNITS
e. 8 roc ,y y =
(� I UNIT C 2 BEDROOM 5 UNITS
7.
sz
' ` ! \ PP 'o I UNIT D 3 BEDROOM 7 UNITS
OU \
Av • O / UNIT E 3 BEDROOM 10 UNITS
"2 PP 1 PP UNIT G GARAGE 15 UNITS
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DATE: _ 03/27/96
DRAWN BY: WD
CHK'D. BY: RsJ
JOB NO 95174
SCALE: 1 " = 30'
DWG. NO.
SHEET OF .�.,
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t'
5/y n,
i A i i ON 3" RADII
0 0
'4. 30" C&G 2" 1-2 ASPHALT PRO , �s. 0 0
,} AID tQPSOIL 3 It 04ES DEEP OVER � 1 /2 SLOPE:
FT X.
a `o p o 0 0
i V)
} h * l 6" CABC a a s n. + " e VARIES 0'-8" 0 C { _-� O
s ,
��`� e a
"mo Dart*
r 1 k'AND L"Fqm
0891RUCI$MS LEAVWG n. ° 3000 PSI TESTCONCRETE
cO 0 O } , /�•
` [ < GTt! ` a A . 6 4_ ` fs .4 A I e
� WF� a
aY tb AND SLFlTf%OSPHATE tWORMLY a « • ...' a . A ° p UNDER SIDE OF COVER
a
' STANDARD SECTION — CURB do GUTTER 3000 PSI CONCRETE
3 N.T.S.
A'>�-1JL1, Fll1�Ar REA90NA$LY lMIIFORI�i
Ire ll=
y.. f '•k�3..` F_..'. �..s. @ .+..+.: VARIES
COMER SEED UGHTLY MATif FULLY COMPACTED AND a
OR
rt
�. APPROVES} SUB -GRADE CONCRETE FLUME DETAIL g
M
�.� ` �'7 itl�JL;a[•.NiMY�f�L�. AT�rt-S�MIt; IWD A11CFiDR 1rULC11,. N.T.S. o N3 0
3
-' �f. ` s �' BAKE NEC1�3WY ,WAIIAS OR EDMIGS I — — — 2
# � w x+D sMov1D OVER
DRIVE DETAIL p
Iro1LC6I:Q19 WE. FEMUR j �
_ N.T.S. � a ,�� r-„ r�r� a ,rr-F--
4
N y � . T lltlAi.i ON r TIIENT AND ^ 1► w secT)aN T1+Ru FRAME al coven
4 NOTE: . J
�''_+ GRASSED WATERWAYS ARE GENERALLY LOCATED °""� "" TOP PLAN OF FRAIL Nx NaoveR Q
*!:, t1 1#} AT. 1. LBS. /ACRE
UFx 20 l lT ANALYSIS 5A' (n•P)
WALL iDfRAMI S,Rww/A«:F ALONG THE P R I R OF THE SITE.
13
A�ICfidt ASPFlALY AT 4D0 GALLONS/ACRE OR
F ALr AT goo cNlLats/ACRE MANHOLE FRAME do ROVER
DEMIEY BIOS. RCR 2001 C Q
'OMJi,1fp) 10 POUNDS PER ACRE. 0.80' s.o'
r -- -
�,r MATCHP4 COFAKL EACH 6" OOuME ,' q
4p BUIlDI1C 01lICR I e.
R
.. 5� BOTTOM CONCRETE Pm I' c�lr PLwsIEJI ,:a A/x
>4 \ a�orif+aesr.sra���k
y � CD�STRUCTI�I SEQUENCE END SECTION i:3:5 mIX � � � ��;';g a�a'•
=y "�.:..� - , - .. • N TILL WITH T i!'D �•'1 fir,:' 1O' � � *•,���.���amaa�,�.,j j�ii�
altllowa P{iXtlWT T TS
""'°'. ., g�o~v���.
i:)3 YIX CONCREiL' _ _ -i " n
,x N S _ y+
= C? NCO s�
?r CDIIS7IMACTION PAD, TUNI "MY DTVERSiONS, SILT FOICI14 AND
f %M�7B�1 OM TMS PLAN. - N3 iAJR ONLY A5 NECESSARY TO
I! •
' WASTE ,,,,, Ftow
SECTIONAL ELEVATION d �bd
3 1 SY %NSERVATIlON INSPECTOR, IF
a
fi , __ , ii �►
-AS �. 1ORADE. sm. NATURAL GROUND PLAN VIEW '
' TECi WLETS SILT fENCING, NTS
1: COMMON BRICK OR PRECAST M.H.
AS PER LA7M REVISION OF
ON THE PLAN. .h .l�//�//.\�i, /.0 /1. //.� /,. .� wwww
As.T.lr., c47a-n. AccEPrAeLE ,ao,o�, •
s
' Al JtS ME MQI WT 'OP TO FV M GRADE VA TH VEGETATKMI,
OVERFLOW WEIR 2. DROP M.H.TO BE USED IF WCgpNG ooLom�
I+MER'T IS 7-O' OR MORE FROM
s 80TTOM OF M.M.
--.FI.IS ANp ALL AREAS ARE STAMIUZED GEMrPLEIELY. - 2 ' M
�Y Cou11E1t+vILTIOAr E1iPI«T�OII. .
Wo
3. ALL WILIiE BOXES. MID MANI•NOLk^5 m I - {
rialto� pt A M� SEDIMENT TEE A - C BE SET TO FRLAL WENT ELEVATION !lj p�
MlfTii FlNAL ADJUSt11ENT TO BE MADE
" ItM�`.'aA11Q iEEAlY x 1 -O 1 -
4 r 4 t- 1-
PRIOR TO PANNG.
x IiA#'li 1Nlir' ESI�ISLISIIED, C'iILL FOR FINAL SITE LNSPEC%* 6 x _
C�4�mowww-` STANDARD TEMPORARY SILT DITCH 8 x -4 - 1-��I s W�
2 , _ PLAN OF BOTTOM Q (�
N.T.S. ; " 1 i
3, o
3 IE x
CLAftoe
SILA� IIDoI'Tt 's % 1 - - J
�I .._ i .' STANDARD MANHOLE Z Q
` ' . - r ( IF 1• _ _ -_ -_ m 4'-D' DIAMETER V (�
t
., !. Y 1rN �o ti -t N.T.S. Q Q (V
11014 TFNREr1Os ON CMS SFiNl BE 2a x x - 4' SIDEWALK 1r V i s NATIONAL STANDARD 13' STANDANiD 1 /4` STEEL PLATE
► K}. ! (STRIP -PAVED STREETS) 14 x ! (�
a <, MARKED ON TOP �4 x 4 T Fes-- A ,�} (� _
PAWTING: FOR OPENING 4 x - - - 5,0'
w1, ALL HYDRANTS SHALL BE PAINTED WITH TURNING LEFT a - -
� W - r
_ _
RIRS"f+Di.EUiJ #Y84 FEDERAL SAFETY RED. ` � x ABOVE TOP PEE
SET f�
s EDDMr6 HYDRMiTS INSIDE THE Cr Y SHALL BACK OF CURB MIN OR
Px - _ + V1 ` p HAVE TIE TOPS PANTED SILVER, 24" MAXMAx 30 x x 1 a A a • a a A. a rang
ARJt wr LIM TH 4' x 1 a a �.. a a a 4. Q' , . a e V LA. v ;a.
Allig" 9EMMSO MATERIALHYDRANTSAFTER T BE OILED�GREASfD 4' Ql3irIPER NOZZLE (NO2ZLE5 (ONE 0 % 4 - - - `J
A a .. A .. A A \\ , e +. L .rI
.:.. t1kCF( SIDE} _b'x 4 - - 4 -4 �%i���iii�/i��i��i��%iiiiiiii�yii\ W 0,. `
FIO. 3 HYDRANT TO BE PLACED
CL4$S-s WITH PUMPER NOZZLE I"
rP FACING STREET r Q ,
FULLY COMPACTED AND
PW 12' Am - N APPROVED SUB -GRADE • T
" Y RLACED D TELESCOPIC VALVE Box FINISHED GRADE �� A . .. .
TRENCH SHALL. BE WIDE ENOUGH + �]
TO ALLOW FOR PIPE MANUFACTURES 1 5
250o PSI coNCRETE SIDEWALK FLUME DETAIL
�PtACOEiTT. B pal PAVEIItENT svRY LINE RECOMMENDED COMPACTION REQUIREMENTS.
_ �` r � � '� A i� + CLASS B REQUIRED ,.
AfifAlLlYt MK1MMAt D JD C.I. VALVE BOX / BBRROOKEN OT LIESS � 7 CU.FT. � r a � . N.T.S.
a 6- GATE VALVE TURN
v i - SEINER TAPS TO BE PERFORMED BY CITY
.� TO OPEN 4' MIN OR AS TRENCHING do THRUST BLOCKING OF TEES CREWS ON EXISTING IN SERVICE mANs. A'
BUT NOT L IM WWI '
+ < HAND ��� * 3' AS SHOWN ON PLAN N.T.S. CLEANOUT TO BE LEFT ExPOBCD A
•'z p ITA� S FOR C. MW do PROFILE SHEETS / CONCRETE BLOCK
y w L , ANa" MATERIAL � GROUND. PLUMBER BRINGS TO FINISH
IT RY S -PIPE CLASSES �B .de C} 2. PIPE MUST ee NUB BE I E EVATI OF 2 FEET VICEABOI ExcAVATED
3. THESE ITEI+S sfu11 6f WSrALLED WHEN No ELEVATION WHEN SERVICE Is txTENDE4 coorm cm Q
eMAIN \� A B C - HOUSE CONNECTION IS AIDE AT c1EANOlrt. TO DWELLING. Two QW= Z
Y
1-01
p r
r
CONC. SETTING SLAB _ 1 _ 1 - _j
IL
s:
BEDDING DETAILS FOR P... •\� �;��;•` _ TRENCH SHALL BE WIDE ENOUGH
BEDDING
g VC5/8" BRIDLE RODS do ROD COLLARS 1'3"X1'3"X4" THICK
. COAT WITH 2 COATS OF BTTUIrIhI0U5 BASE PAINT
8C.I.P. _ Q
TO ALLOW FOR PIPE MANUFACTURES
' 1 1 -
i- RECOMMENDED COMPACTION REQUIREMENTS.
y - - 4 -4 Z
g D.I.P. OR C.I.P. ONLY APPROVED HYDRANT: MUEL LER CENTURION
c ` GRADE 3' 6' MIN.
(Fs T F PI j 1 ABOVE OP 0 PE _Z
M i•+- 4'-O' 3'-4' 4'-!}" r car. "row (sohim nmpm _ r
T� - PROPOSED STANDARD FIRE HYDRANT tJ)
. R FUTURE� N,T,s.
`� �_+ s• k: 1.Tr 1 .awr4 � pwaATi[ 3EA4Y' ■siM Cra.i-MTPROPOW
x 12st. (M) I
LA_
• C �•
THRUST COLLARIAS *EQAftM
Q
pn
Q
SE OONSTLKTom th, U ' STRIP SPEOIFICA1S014S .. � w/4' >� ice.
0 SM PM -l�:-�
+� ' \ # Omm u Nm .' aw:
2 err wr-wl-
. © R STAWDOID LocammIt s MT
+ _ Lug ti Afft�U-n
u 16
SANITARY SEWER HOUSE SERVICE LIL
CCONCRE.l ova BE - 0 F ALTERNATE CLEANOUT
PEES owwwALK REM�9Rd116 RwAlls N.T.S.
(io' MIN.) SMALL eE DEFORM. I I 01iiiiiiiii, VARIES m
9 AND TIED TOGETHER 2500 PSI CONCRETE
41 PLAN TRENCH Bo mm woTH CLASS B REQUIRED cLEMI-our PLUG 1
p� PROPOSED OR FUTURE IN VICKrY OF TFMt W y
SIDEWALK BLOOK(S NVSTAION LLAT
SHALL BE THE MRMMUM
TOP OF CURDWON
'lr BAR
1 •. GUTTER 9ACi41LL CAMPED, IN NI 4 UNDISTURBED SOIL
12
0 ss
ERS a" UIYTRENCHING do THRUST BLOCKING OF SO' BENDS
D
ATE. - 12 L9 '
NOTES: DRAWN BY: MJD
a.. ,`(. CURB 'a 'x" BAR
d 4' CI SOIL PIPE. CS-188-66
� STANDARD CURB.
o i v,� 1. RECOMMENDED GRADE 1/4"/FT. W ASA-40-1935, WWP-401—AIM d CHKlD. BY: RSA
.3 s' t MINIMUM GRADE 1 /8"/FT• � CLASS A. ASTM-A-74-72
SECTION B^BJ:.,-._4.. OR APPROV0 EOWL.
R " _T POLYESTER 2. THE MINIMUM DEPTH OF THE SEWER TAP AT > I �j JOB NO.---95174
4 ,_ 3' MIN. CLEARANCE 3' MIN, CLEARANCE `O' RING JOtNr THE P/L SHOULD BE AT A DEPTH SUCH THAT � GRADE (� NOTE I
v g �4-----�--•- 6• B IT WILL ALLOW THE CONNECTION BETWEEN THE P/L SCALE: _. N/A — -
t7fPAt�OM JOMrET AND THE HOUSE ,TO MAINTAIN A MINIMUM GRADE
4' CIP Y
s 1 4 PET! i 9LrDPE r i21 SLN3 } n I r �' pP AND 12" MINIMUM DEPTH BELOW FINISHED GRADE- z2 i 11
2� CIP OBREND
:r:. s.. DWG. NO.
{ A IC'' ; POLYESTER SEAT
FuTm
3. STANDING i THE R C H WATER
TAND NG N EST STREET FACING HOUSE, T
:�. • MNEELC}iANr RAMP, .'' .A.. '...:�: METER IS TO BE LOCATED 3' TO THE RIGHT CHARLOTTE SEALS ASTM C-564-W
SECT" MA Ie - - - _ 4 OF SEWER STACK. 1 7 DR APPROVED EQUAL. � s
r �.
z� o - STANDARD SEWER TAP INSTALLATION MoNoutme PVC ^�k
WITH POMON-O-LOK JOINT
THRUST BLOCKING DESIGN DATA FOR WATER MAINS FOR NEW LINES
'TAN 3l RD. CHAIR RAMP tPOLYESTER '0' R1Nc ralNr)
« - N.T.S. a
r N.T.S. SEWER MOM
4 JiS SHEET OF ._"_,.
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