SW8010128_APPROVED PLANS_20010518

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 0010L�(f�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
IDS
YYYYMMDD
i

VICINITY MAP
N. T. S.
ARENDELL STREE
GRASSED L AWN AREA
BEHIND UNITS 7-22
T
EIR EX. SIDEWALK
TO R/W OF 4 TH STREET S 8 5° 5 4' 3 1 "E
rn 260. 0()bill
a, CONCRETE
to STO1?1V0A ER MANAGEMENT ,4 l PATIO .TYP .
! -_--- Uri[ I TY
' z1.�� �`- f45EMENT CP i
21 . 1 7 '�_ �-� _ - PP
9. 1 7 ' Y"
10,1
S85051'13"E o
1 0.01 ' 10.67 $
IT 19.gj I9.67
20 F 1, f
O 1 1s.5U
EIR Z ! 15 16 ry 10. 67 in f, r
t �` + +e•5� } 1 12 EX. LIGHT POLE
w E I R 1 + LP TO BE REMOVED
; I -CAR 1 ! I -_____ r 8.50 - 1
GARAGE 1 21 22 .5t 1-CAR 1-CAR
Uf) O GARAGE
` �+ 4.67 GARAGE t 17 18 4•617 1-CAR 1-CAR
�� ? 14.67 GARAGE GARAG£ 1-CAR I A{�-T " ! r //f ? r
l" M ■
o ! 15.17 ,0 14 67 13 14 <': GARAGE 4RAGE j 9 10 6T 1-CAR " y t
q L___ _ 15.7? 13.g3 r _ n @ O _-
o _ _ �+.67 O GARAGE: 3 EX. PARKING W/
z -~ j o __-____- 15.17 13.e Q CURB AND GUTTER '
3G F' v 2--CAR
E I P
1 GARAGE $ 4 x �+ ,,_ �- o ____-__ 4 ERADICATE EXISTING PARKING STRIPES
a.' 4 2-CAR 1s.,7 ON WEST SIDE OF THIRD STREET
r r� CF ! C j n GARAGE , -41 .i ,a2 ,` 2-CAR
1 43 AND -
N$5° 50 30 W :F 21.17 _ i GARAGE 4,4 :45 46 S PROPOSED SHOWNESTWENTYBSIXDE�GALTSPACES
1 9. 02 .l2t. 2-CAR �..47. ,, 4+ NEw
17 '
CONCRETE. a ' GARAGE _ EXISTED. TWENTY-SIX LEGAL SPACES
1 :
WA-1 k: TXP 21.17 f }� STRIPING ARE PROPOSED.
t •,..� ,I
:. , 6
PROPOSED 21.1T
- �.�.��
SLIDING GATE � �• `' : � ..' • :. • -'..�' • . � .. - //�-�1'��]jpp��.� _ � .... : .�, - ., --- -
FOR EMERUENCY, TYP. EX PCWE# POLE I
i �
l .. -T{3 'BE RE � f
VEHICLES ONLY - o � ,PHASE...'..2 � � t:MaT0
. - ,. • .. .. .. .. _ - WITH
6 fs" CURB. Q5PHALT DRI'i�E''ANQ PARKING' ­AREA l NEW DRIVEWAY KEY ACTUATED WITH
241 - _ W/ KEY PAD AT ENTR f
:353 :: a '' : 33 i SIREN ACTIVATED)
3F.` 50. CUT EX. C 8 G
+, x. F8; r• i} 1 't i t•:: `'Y X.% a,` _ 1" AND INSTALL
NOTE i Zp}F _STR�ly r :` s 3: ,. } - T 36 V. G.
44
WOOD FENCE t ' 1/rIL ICYASEA�EA%T.
ALONG WESTERN ,
PROPERTY LINE z1 �•-r---� -_ •, � �_�.,-_�vz
� : :'� ,:� #, .,• '• � F T �; i _ -
�t 7
- t.. r � Wit.' � Kyt ;�'~. �� y _� ■■+ k ,� � � . r II. --� -4 �; y _> >. ��, - i � ., . � i r %�_ � t _- _-
N •.f .' f r.. •'.• +-Y--. -'�nr }- 1S ';'� ` !i-•. f-1; .1. 1:7 -.�' - - - - - _L i .i. 2.
'r`_y"f.F-- •_ - - __ E
!•Iti. POOL •sf .. x :� ;►�.-'r �." CE_II?8 ,s.
CT 1` •h !. .. r 1 :+ r� +' I.
+ �t :Y 8.94
PHASE
. • s•, • r. { �--="�hr' �TY I�ER CONS*RCT`-0 (climCAR 48 I 10
- -- - � � t'''r`<`r;.-"•' � •f ;; +ti •'. y���.�" - � r - _ .. � ` GARAGE
{•E•X:-CJN(�ER-GR�IUND: �. ��XP�-: � -•�_ ._ '�'�•a r i� r 1 1
CP N85 5431 iM -� r =r�. p�sy� g82.00 'I I 4
CP . �;... F OR MARINA ! I W '.�� , + I 1
Y p * :PTO REklAilii } 1$ =TYPE 7 j.:b ;r; 1-CAR K• 6 + r 6 1 + r N 2 i
1 { ! I� { ,• -:4N GARAGE ; i - - -
I 15.4q-off-,_-----� CONCRETE E-�P _t.tT i �! LEEWARD HAR60UR
k it r:
t CmONC.: , �+ s r- '�WALK,TYP.
EX. VENT PIPES"j=' i '! cy
FUEL r,+. 3 - :$ k1 �1-CAR.56 i i _'4 =� j4 -_ {
bo .,1
( TO BE RELOCATED ) I::;:'Y f"-`�"-6 ...CiJR6 " ii�.`aN GARAGE o� i
TYP -.� N' I . - CLOSE EXISTING DRIVEWAY,
f5' r .4, zo.00 ADD CURB AND GUTTER TO
1 ' �4 oj',J--:- ' --"'_ -T r MATCH EXISTING. REPAIR
16 - -_ PAVEMENT AS NECESSARY
ELEC. a ,11 j. 1-0 f+° 1-CAR �1�4.56 ' o+
TRANSFORMER ! -,� GARAGE ' ' o' 4
EFL, 1o + \ f .17
r+3� '
.z T
DOCKSIDE 18 f
PARTNERSHIP 1 -CAR
D8 525 PG 355� r . 6 _• dN GARAGE + of !
N F
M8 10M PG 93 : + _ 19 {
rPN 638620819073 a 15 44' J+ t ; 2; rzo. ao
I -CAR :_":.fie, + _-____fir _ ZZ !
to =t r '�i GARAGE M. + Nr--------_-- , t `
© i.: i 1 lei � 56 � � 75 AEC---___.- 1 � 21
d -{,15.4 4 -14,56 - r _r : x If 1 Lt1 + t•IM 22
- -
4; .� I all k` ' 1
i o+ r ti U -)
GRASSED L AWN AREA O 23
CONRETE t o
SITE DATA:
TOTAL TRACT AREA =
1.60 ACRES
PHASE I AREA =
0.95 ACRES
PHASE II AREA =
0.65 ACRES
ZONED =
PD
FLOOD ZONE =
A7
(EL 8)
PANEL 370048 005 B REVISED
10/18/83
TOTAL NO. OF UNITS =
22
SETBACKS:
FRONT 10'
REAR 10'
SIDE 10'
PARKING REQUIRED:
Two SPACES PER UNIT =
44
SPACES
MARINA PARKING =
20
SPACES
OVERFLOW 1 PER 6 UNITS =
4
SPACES
TOTAL REQUIRED =
68
SPACES
PARKING PROVIDED:
PARKING SPACES =
48
SPACES
PARKING UNDER BUILDINGS=
22
SPACES
TOTAL PARKING PROVIDED =
70
SPACES
GENERAL NOTES:
1. NO WETLANDS EXIST ON SITE.
PAT 10. TYP. I O 1� 24 APpno��D
o Z
7 r"'S °x• �. l `� TICj 110RTK CAAOLlNA E;;Vi7.C�"1+.':0 TA
CP r I _ r -r . 25 (HC
_ _ I. i� - �IA'i.'1G�.;-NT C� !.i,:°'!l
• __ - -. __ I 1 3DIViSION OF WAT�� r4'JAJfY
N04°05'29"E,4CCSS E,4Et„T___ T. - - flatnli?I�lLI7�'L -
30. 3 ?, - --_< x 26 ( HC )Ex. 18" RCP EX.
k w_k O O/ ?3
Sr
�1W4 rEK JAN/i r' _ j CATCH Stormwater Permit no,
S%t, $ / Z
Kr ;a,�ro 'UTfL TY EASEM�NI', BASIN
EX. 18 RCP l LEGEND
-; r-��-�-• - r AEC AREA OF ENVIRONMENTAL CONCERN
CP !� C & G CURB AND GLITTER
-_- rt ! CP CO►,1PUTED PCINT
N861113 C�6 W y - t _- � 4 =_T EX. STORM DRAIN EIR EX. IRON RC'U
1 69. G OUTLET TO SOUND EIP EX. IRnN P;PE
L EX. EXISTING
CP-"`���-�� HC HANDICAPPED
MBL MINIMUM BUILDING LINE
HARBOR CHANNEL
(CLASS SC)
EX. CONCRETE OHE OVERHEAD ELECTRIC
pp ER POLE
BULKHEAD RCP R©IINFORCCED CONCRETE PIPE
R/W RIGHT OF WAY
TYP. TYPICAL
V.G. VALLEY GLT"ER
CONCRETE SURFACE \.�'•',�µ GAR of.
ASPHALT SUPFACE
x
0
z
wiE
,LOLO rn
■"
a.
■N
to
�m
RECEIVED
REVISIONS
APR 0 5 2001
DWQ
PROD # a,?0/0/?2?
SHEET • I OF 5
PROJECT *: PM 1030
DESIGN FILE •:1030\construct.dgn
rn IiI Ill flfit x7■1♦�S�
e
r
r w I %_.1) '.
13?,43 •Zoo cm
��� • y�

■ s
SHEET *2 OF 5
PROJECT .. PM 1030
DESIGN, FILE •: 1030\construct.dgn
n C D c MH 1 37.5 LF 6" DIP SEWER
J THE C T RIM EL. = 7.20 SERVICE @ 1 .0 y
-{ �- - - W INV. IN EL.= 1 .58 EX. MH
-r � S INV. IN EL.= 1.58 RIM EL. 6.79
=
STORMWATER INFILTRATION SYSTEM I-41 � ` �'- - -- - -.� ,_ � EX, 1z„ NE INV. OUT EL. = 1.48
228.5 LF INFILTRATION TRENCH `� 1­- - WATER ONE BENCH EL. = 1 .03
SEWER INV. GRATE EL.- 7.50 INV. EL. = 0.77
EL. 3.9T 238,5 LF 6" DIP SEWER �' �"' - - -r _ _ NEW INV. EL.= 1.10
------ ------ - SERVICE @ 1.0 y. 4" CAP. TAPPED 2" �` �' - -- _ -, _ y (CORE AND BOOT MH ?
-x EX• SIDEWALK 2„ P.B.O. SEWER EXI. MH
�•e� x 7. SO S 8 7 ' e
7.1.CF-k 5■ 54' --
a ` E _ t.
---------------
a[
rn Co
rn 0
L21
OPEN CUT
rn CO AS REQUIRED
0
S85051' i3„E In �� I v FH
O o z 70 SF PATIO
1 0 , 0 ] 9 20 91
Ir a (TYP. REAR UNITS)
(D
. + r - - - - - 1 11 12 MAINTAIN 18 VERTICAL
Lai f � SEPARATION BETWEEN
f )
z 1-CAR + E--`--- 1 I 4" PVC WATERLINE AND
GARAGE 1 21 22 1 1-CAR 1-CAR r + 1 r"-- + r. ,..1: I 6" DIP SEWER SERVICE
u) ) GARAGE GARAGE + f -CAR + FF= 8.6 MSL i ------ ,.
o 4 PVC WATER!
O r- 8 00 1 7 18 GARAGE G RAGE 1f 1 3 14 ) 1-CAR 1 -CAR + 2LSERV I CE L I NE T
o o GARAGE GARAGE. t
8.00 8.00 ( 10 1-CAR 184.5 LF 6 P� C SEWER
O -- 8.00 + GARAGE 3 SERVICE @ 1 .01 7.
-�__ 8. 00 •
:3r 37 2-CAR ti' ,' �' '_ 8.00 8.00 C0 4
8.00 ! I i GARAGE 38 j 39 40 2-CAR w
54 SF GARAGE �:` 41 ' -
° , " WALK 7.60 42 i 43 2-CAR _ 'Y y k ) T - -
N85 50 30 w �. GARAGE 44 46 5 I
3 9. 02 7.60 . 45 2-CAR
i u
82 SF WALK <.� 7.60 ' 7.60 GARAGE a I -- -- --
{TYP, FRONT UNITS) 107 SF WALK � 1.60 6
7..r53
X (TYP. REAR UNITS) I --
- 7.50 � � � X T
7.40
STORM DRAINAGE J UNCi i ON BOX 1 1 •�0� .Zo-� •�� -o0 ro y fob°° i 1
STORMWATER SAND FILTER SYSTEM S-1A COVER EL. = _ fo' h + STORMWATER SAND FILTER SYSTEM S-2
150 LF w/ 6" PVC COLLECTION PIPE w ( 7.30 IN El. = 4 02 - } - - - 1 58 �D I 24 LF W/ 6" DIP COLLECTION PIPE
E INV- OUT EL. = 4.00 Toc roc I 6.30 !
35 34 33 , f 7.20 --_ 7.53 '3 F CUT EX. C & G i
28 , 27 t 26 25 Toc AND INSTALL
7Tac r 022 7053 7.55 TOC " -- 36" V.G. I � STORM DRAINAGE JUNCTION BOX 2
7.46 i� ��. 7.00 c C 4
I ACCESS COVER EL. = 7.00
= - 7.30 7 00 N INV. IN EL. = 3.80
7.51�.-t 93 LF g„ HGP 1 [ - _ w INV IN EL. - 3.72
TocJ - Toc TDC 0 72 �� E 0.3 7 �' ! S INV. OUT EL. = 3.53
_ 1 7.21 7.19 7.13 OC r
L x F H k 7. os-- TOc
• �? .X _ ° �TOI a i 6.` X 6" X 4" X 4" CROSS
16
N ti � `'Y:. � _ I•.4 }Y :36 � � r ?` TOC 6.90 1 -4 6,� pVC ATER ,r 31 2 k �7.50 7.50 C 8 I (2) 4" GATE VALVES
00
C]7-33
X.8 - R QQL ` a: rr "� 7. ' T OC � ° t.. . ��h-�*
° i --- y `� - 4 ti=L " 00 30 .. )fr OPEN C U T A N D
G.V. i__ TocJt::I--- '--- - REPAIR PAVEMENT
J-#7.56! '�- ^• r 7.93 r J
': `'.•�-�� rr 0 5 4} ' +'-=� r 4 PVC WATER!
r. �r. K • 1 ' r T1 -CAR7.
+ 1 0
f .•l:�€ 14 .7 1 a GARAGE r i SERVICE LINE -
- _ y --,� Y ti
- - '��� ?• -_ 7.60 F , , 0 1 CONCRETE VAULT 6 " X 6" TAPPING
N85" 54' 31 "W - - _- � ] 3 + + , '� ONTAINING DOUBLE! TEE AND VALVE
-2 r.. 1 - N CH DETECTOR T
F -7.16 7 ; 6 is + L ::� + ' N 1 2ASSEMBLY W/ 3.4,
1-CAR � � `5 � I � METER
STORMWATER SAND FILTER SYSTEM S-1 B �7.49 :.+ GARAGE r -
„ ; + 7.60 t + , r5► r , 33 I WV
30 LF W/ 6 PVC COLLECTION PIPE �, 30 _�---'*___ , � , F N/F
LEEWARD tir~RBQUR
EX. VENT PIPES �~:= li g 8 jr Ir_ L'�+ ' ���YL.� t4 T
a ' 4.:1 , 1 -CAR ! r
( TO BE RELOCATED) i=:: ao `�' GARAGE ., + :� [
17.60 k._ r + , ) �, SEWER INV. I
i(-:.�-82 SF 'WALK .4. I _ �:� �,� CO 15 EL. - 3.43
T I
(- (TYP_ `NITS 2-)IT
A.
16
ELEC. j 11 10 '�;-r -CAR '�_' r + F�.,� :,,, O
TRANSFORMER )r.. , I
GARAGE ' +
= �' >" ;-:i ' FF= 8.2 WSL + ' �.� (6) WATER I -
7.60 1 + 1
TEL ;; --_x_-_ a ,",$O`G<c� 17 METERS
DOCKSIDE • , ' :� _ _ _ r 4 CAP,
18
r I.4 ' + �r ' TAPPED 2" !
PARTNERSHIP N ] 12 I,, �r 1 -CAR
DB 525 PG 355 r `: a: a GARAGE ' 134 SFPATIO `n 2" G.V.
MB 10M PG 93 7.8 ` Z) �` 7. 60 ,;•:: ► + (TYP. ,UNITS 2-6) CO Ej 1 9 " I
TPN 638620819073 �Oc - `- ) ' r 2 _ _ 2 P . B. 0. I f
uj
100 SF
WALK r i ter 20 I
Ld
I -CAR
cn GARAGE +' 11 21 W 1
;..a t�+
�., r Q
Z j '------a-� - - ,.g z a, 22 I- ---
' r N
i' .i j /� •-'i.•_1 CO OO U- V ! rI _ EX. 3'
b:;:+ + z• 1� 0 23 �---[ -- L GALV. WATER
160 SF EL.
INV. 0� TRENCH B T' I
PATIO.' `,= 4.51 _ �. O I
�_- s _-__ _ _ +� 24 ,�+ 1EX. 4; GALV. FIRE LINE
NIRF
N04 ° C5' 29 "E _-_,---_-
30. 1 'l�~ ft�r,1 - - �_-�� _-]I�'(''i�rf� 26 ( HC )EX. 18" RCP EX.
30' SETBACK ~` + r +
�:' .a 5• _ - t. _ `CATCH
TRENCH A'• _..z- i+�111111 1ji � BASIN
( r i
5.59 -- -i f,-��� 0.3 x - 5.55 0.3
y r L t { ;- 5' EX. 18" RCP j LEGEND
r 4-
- 1 - r ~--�1 1Y$Cfr-�� '-4-4
i� ' - - 1+ AC ACRES
!•I8 Ei ° ^ i tYt + CO CLEAN OUT
3 t �-#- j DIP DUCTILE IRON PIPE
06 W _ _ EX. STORM DRAIN EL. ELEVATIGN
- - STORMWATER INFILTRATION OUTLET TO SOUND I EX. EXISTING
169,p0 `�� ! FH FIRE HYCRANT
= _
INLET NO. 1 STORMWATER INFILTRATION SYSTEM 1-2 -- - G. V. GATE VALVE
GRATE EL. = 5.33 INFILTRATION P PIPE TRENCH SYSTEM HDPE HIGH DEI+S I TY POLYETHYLENE
(6) 6" PERFORTATED HDPE PIPES EX. CONCRETE INV. INVERT BULKHEAD LF LINEAR FEET
TRENCH A AVG. LENGTH = 136 LF MH MANHOLE
TRENCH B AVG. LENGTH = 66 LF EX -CATCH BASIN P.B.O. PERMANENT BLOW OFF
N INV. IN EL. = 2.59 PVC POLYVINYL CHLORIDE
STORMWATER INFILTRATION W INV. IN EL. = 3.60 SF SQUARE FEET
HARBOR CHANNEL TOC TOP OF CJRB ,�11111:.1
INLET N0. 2 EX. INV. OUT EL . = 1.59 TYP. TYPICAL �.,4%% `,op
(CLASS SC) ORATE EL. = 5.33 NOTE: V.G. VALLEY GUTTER
Q.�� �ARO��`'a,
MODIFICATIONS REQ'D FOR NEW WV WATER VAr .VE ��.••FtSS10-,-�9
INLETS TO BE DETERMINED UPON .QQ ti
VERIFICATION OF EX. BASIN SIZE s.es EX. SPOT ELEVATIONS Jq
20' 10' 0' 20' 40' EAL
X7.60 FINAL SPOT ELEVATI($t 13343 =
1 •, -- 20' `-- 71" = EX. ELEVATION CQNTOC9�G %9 �i4,tN ;�PQ.�4 %
SCALE: 44
--7.00 FINAL ELEvaTIOH CONTOL"1�, �(jp C��,V��•'
',��rfii111/11+��,
em
SITE DATA
TOTAL TRACT AREA = 1.60 AC
PHASE I AREA
=
0.95 AC
PHASE II AREA
=
0.65 AC
IMPERVIOUS AREA SUMMARY
PROPOSED
SF
BUILDINGS:
UNITS 1-6
6767
UNITS 9-22
10974
PATIOS/WALKS:
PATIO
WALK
UNIT 1
160
100 =
260
UNIT 2
134
82 =
216
UNIT 3
134
82 =
216
UNIT 4
134
82 =
216
UNIT 5
134
82 =
216
UNIT 6
134
82 =
216
UNITS
7-8
70
107 =
177
UNITS
9-10
N/A
82 =
82
UNITS
11-12
70
107 =
177
UNITS
13-14
N/A
82 =
82
UNITS
15-16
70
107 =
177
UNITS
17-18
N/A
82 =
82
UNITS
19-20
70
107 =
177
UNITS
21-22
N/A
54 -
54
SUB TOTAL = 2348
PARKING/DRIVE: 20522
POOL AREA: 2692
5' WALK: 921
EXISTING (TO REMAIN) SF
12' WALK: 2028
TOTAL - 46252 SF
RE -DEVELOPMENT DATA
TOTAL TRACT AREA = 1.600 AC
PREVIOUS IMP. AREA = 1.196 AC
PREVIOUS IMP. % = 75 %
REDEVELOPED IMP. AREA = 1.062 AC
REDEVELOPED IMP. % = 66 %
% IMP. AREA REDUCTION 9 %
NOTES:
I. PREVIOUS IMPERVIOUS AREA FROM DRAWING ENTITLED "DOCKSIDE PARTNERSHIP
(JEFFERSON MOTOR LODGE) IMPERVIOUS AREA PRIOR TO CONSTRUCTION
SURVEY" DATED AUGUST 30, 2000. PREPARED BY STROUD ENGINEERING. P.A.
OF MOREHEAD CITY. N.C. WITH INFORMATION FROM SURVEY PERFORMED BY
STROUD ENGINEERING. P.A..
CONTRUCTION NOTES:
1. HOPE PIPING SHALL BE CORRUGATED AND SHALL MEET AASHTO M294
SPECIFICATIONS.
2. TOP OF CURB ELEVATIONS ARE BASED ON AN ASSUMED 4 INCH CURB HEIGHT.
3. SEE SHEET 4 FOR ALL DRAINAGE AND STORMWATER TREATMENT SYSTEM
DETAILS.
4. ALL PRIVACY FENCING SHALL HAVE PROVISIONS FOR SITE DRAINAGE.
5. SEE SHEET 5 FOR ALL WATER SYSTEM DETAILS.
G. SEWER PIPE CLEAN OUTS REQUIRED EVERY 100 FEET. CLEAN OUTS FOR
BUILDING SERVICE LINES ARE SHOWN 5 FEET FROM BUILDINGS.
7. UPPER 36' OF NATIVE MATERIAL IN AREA OF STORMWATER INFILTRATION
SYSTEM I-2 IS TO BE EXCAVATED AND BACKFILLED WITH CLEAN FINE -MEDIUM
SAND MATERIAL. (SEE DETAIL. SH. 4)
REVISIONS:
V
i
V
V
Y
14
4
Y

�{'-T- �TI�-T�-� i�-"_T�s -... _ -T�_ �_F - --Y 4y-
_ - y - _ _ - _ • '- .��JEY •_' j � - _ _. -
_ _`�_ - —_— _ +�> ft� _- - �r�-��. - _1` - . - _. `
_. �-R' .i' - _ - _ _ _ ._ _. _ _ _
_ _ �_ -����s -!r_�3 ___--� � - �� -�• -�� �-= �--a-�-'s- _ __ �_ _ -_ �-. _ - �. :_ _ _._ - __ _ _
- �_� _ .- - -- - _ �. -'T. •3-� ter- 3� - _ .T _ _ _mow =— - _ - - _ � -'T� _ �'.."_t_.__-s - _ r
_ � - � _ _ � - ` �-� _ � _
_ _ _ _ - - - � _� - �i� .- _ - _ • - _ = Y-�
-- _- - _
� l-T. �
- _ _
�• - - __ t=-�_tyT�Pc_ - �c�.��� a _ -
_ - _ __. - _� _._ �4- _ -
- -
-
I
:,
1 �•z" COVER - -
THICKNESS
6 18 6 18 6 1,80-1
QL__VARIES___
low t SEE GRAD'I NG PLAN )
2" WEIR .� WEIR WEIR :t EL. 6.17 (S1-B}
- 18" _ -- � 54N0 f IL:TER' M{ATERiAL`• ' FILTER SAND WITH
_ AVG. FILTRATION RATE
OF 0.04 GAL/MIN/SF
6' -,�` '..., '.� `..:+.�: +••� a,.- EL.- 3.68 (S1-A)
EL. 4.00 (SI-B)
SECTION A -A
t-24'24"--—24
CAST IN PLACE CONCRETE. McK1NLEY TYPE KM 24 X 36
20' MIN-If20' MIN. OR CONCRETE MASONRY: - - ALUMINUM !MANHOLE FRAME d COVER
OR APPROVED EQUAL
FINISHED GRADE
to* 12r = r4y - -
L
30" 24" -__-
36" 30' 12" +r 6" COLLECTION PIPE PRECAST CONCRETE `
SAND I OR CONCRETE MASONRY 18" HDPE PIPE
•. _ 6" MIN.
6' OUTLET PIPE 6' _
PROVIDE GASKET(S)
s" 18"
SECTION A -A
SECTION B-B
OUTLET GRATE COVERED =
WITM FILTER FABRIC
- r
24"
QC�4�-. C7pt� QQQ .
C�C�Q C=)pCC C= C= SEDIMENT TRAP SECTION WITH CAST IRON .�}`4`
-:t `
Q L7 O C= Q C7 0 C! C� FRAME AND GRATE SECTIONS A =„ `y, :�= - A
C�QQ BARRY CRAFT B-H2OG SERIES OR EQUAL `s__� --------
A ©�[� ©C�� �_�o A
TOTAL SYSTEM 1A LENGTH 150 FT. " . •:
4' - 6 TOTAL NUMBER OF OUTLETS = 16 35 yx�}R w
�sr=-� 18 HDPE PIP f
TOTAL SYSTEM 10 LENGTH - 30 FT.
__ TOTAL NUMBER OFOUTLETS - 4 =fir= r..•: -
-
-
. }
__ _.�.r_j•,--=f._,}4:r-.�.
�'^'�'
=-;'t'_-.•
SAND [ ER SEC 0 11
CAST IRON FRAME AND COVER
PEAT I
SECTIONS
.-
BARRY CRAFT 8-H2OG SERIES
OR EQUAL
6" OUTLET PIPE
B
110 FT. SPACING
D.C.
c.~ rni i rr-TTnu OTOP
L uTAt_ C1 nPF
NOTES:
1.- THE ELEVATION OF THE SAND FILTER BOTTOM(
AND OVERFLOW WEIRS MPJST REMAIN CONSTANT.
r-
SCALE: +t-zw a 1
11'z COVER CAST 1N PLACE C€tCRETE
THICKNESS OR CONCRETE MASONRY
sm 18" 6T18" 6' 18' 20' MIN. 20" MIN.
j _EL. V_ARIE_S__ __
(SEr: GRADING PLAN1
2' ' 10' to- 12
WEIR WEIR NEiR EL. __5.5T__-___
30"
36"• 30' '
18' Si4t� fii.JEii MA'fERAL - ' • SAND 12" 6" COLLECTION PIPE
FILTER SAND WITH
- _ AVG. FILTRATION RATE
OF 0.04 GAL/MIN/SF -
60
�—--------- - - --\-6ff OUTLET PIPE
PROVIDE GASKET(S)
6' 18" 6' 1$' 6'
- SECTION A -A SECTION B-B OUTLET GRATE COVERED
--� WITH FILTER FABRIC
24' 24" 24"
©ocf cycf5 cf5ot;_5o
c p p p p p p p p SEDIMENT TRAP SECTION WITH CAST IRON
Q © C=:) C=:) p C:) Q 0 p FRAME AND GRATE SECTIONS
C D C= C= CO C-) C-O Q G7 © BARRY CRAFT 6-H2OG SERIES OR EQUAL
A c�c1c coo C,00 - A .
41 6' TOTAL SYSTEM LENGTH , 24 FT.
-TOTAL NUMBER OF OUTLETS - 3
�-. - _' �}r�•�r�
- s``. SAND FILTER SECTION WITH CAST IRON
- FRAME AND COVER SECTIONS
• _ BARRY CRAFT 8-•H20G SERIES OR EQUAL
6" OUTLET PIPE
` B (10 FT. SPACING O.C.I
NOTES
1. THE ELEVATION OF THE SAND FILTER BOTTOM
I AND OVERFLOW WEIRS MUST REMAIN CONSTANT.
6' COLLECTION PIPE Q.t % MIN. SLOPE
} G" X 6" TEE
PLAN VIEW
STORMWATER SAND FILTER SYSTEM S--2
SCALE: 112 1 '
CONCRETE CURBING
T�_ •. 1 "2' BCSC
�• _ TYPE €-2
6" CABC
- - - '- - _� yr-_Y Rey; x�--i�i `'!r/•_�_.lYl -
-
c : .+--•--SUBGRADE
TYPICAL PAVEMENT DETAIL
-. SCALE: 1" t'
SHEET 04 OF ' 5 .
PROJECT *= PM 1030 - -
DESIGN ' FILE *= 1030\ronstruct.dgn
6"_PVC PIPE -
1
PLAN VIED
STORM DRAINAGE
JUNCTION
BOX -1
N. T . S.
McKiNLEY TYPE BM - 24'
OPEN ING
MANHOLE FRAME 8 COVER
I
( OR APPROVED EQUAL)
Z ";
PRECAST CONCRETE
OR CONCRETE MASONRY
'
6r MIN.
18" HDPE
PIPE
0
Ili
�"
_ ,
a • - •
SECTION
A -A
{�---- 26"--4
• ' 'r `J1'— 1L
A-------- �i �•
18 HDPE
PIPE ' 1,.-• 1
15~ 1
1 HDPE 1
PIPE !
36"
J'
A
PLAN VIEW
- Ik
STORM DRAINAGE JUNCTION BOX 2
N.T.S.
18" t8'
2"
- • r_ _ • 8 w
3000 PSI CONCRETE
36 " VALLEY GUTTER
SCALE: 1" = 1'
f0 - - - • . b MIN.
i
14- r�k p- �^. - r;- 3-]_� - `vS.j.- _ _?•,, '.i -�4 ti'r �=={3'.e V,.. -y-,- �' s `.:-fir" * -t` ',�! �" 'Y 'S Sti -" _ 6` -
6" CONCRETE SUPPORT WALLS " NO. 5 WASHED STONE
- SECTION A --A 30 =
CAST IRON FRAME AND GRATE SECTIONS B
BARRY CRAFT B-H24G SERIES OR EQUAL SECTION B-B
A moo 0 0 00� boo o©o Qom bo -
cpoo 0 0 oCDp Qoo 000 oo.CT c=o _
42" (DED= CD M oQC:p QC) 00o MMC:;) Q
CD ooC Cho
.dD0000000c��nco 000 00��0
L------- ---- --------- � 1---------_-----------L 1--�—
..
24" 24" 24" 24 24" 24"
6" 5'- 6" 6" 5'- 6' 6" CONTINUE 6' O.C.
WALL SPACING
PLAN VIEW B
INFILTRATION TRENCH. ( SYSTEM I --1)-
SCALE: 1." = 1 •-.}'
t MIN. t 6" HDPE CONNECTION PIPE _
(NON -PERFORATED)
--- NOTES:
24" ---- 1• CONNECTION PIPING OUT OF INLET BOXES IS NON -PERFORATED.
!' I1'I Nti t N AHLAJ Ut INt I L 1 HA 1 1 UN I HLNT;15 FLHt DNA FED.
CAST IN PLACE CONCRETE
OR CONCRETE MASONRY 2. ALL PIPING FOR INFILTRATION SYSTEM 1-2 SHALL BE HANCOR
HEAVY DUTY PIPE OR EQUAL.
6" 12' 6"
SECTION B-B
" WEIR WALL -
11�z THICKNESS 7" O.D. 4" TyP.1'r" GRATE 7" 0.D• 4" TYP, 8w
THICKNESS
111
1D' -0 00 0 18' .000 00000�_
,3 t2_r
SEDIMENTSTORAGE AREA SEDIMENT 5TORAGE AREA 4
6' - 6r ', -
6" 5' - 6' 6" 6' 11' - 6"
SECTION A -A SECTION A -A ,
CAST IRON FRAME AND (121 fi" HDPE CAST IRON FRAME AND COVER lOw HDPE OVERFLOW
CAST IRON FRAME AND B (6) 6' HDPE CONNECTION PIPES GRATE SECTIONS CONNECTION PIPES BARRY CRAFT B-H2OG OUTLET PIPE TO EX.
GRATE SECTIONS (NON-PERFORATEDI BARRY CRAFT B-H20G (NON -PERFORATED) SERIES OR EQUAL CATCH BASIN__
BARRY CRAFT B-(20G SERIES OR EQUAL
SERIES OR EQUAL
F1 F1 F1 - F1 F1 F1 F1 F1
A A A t ,, -A
t-
000 or�o ooc� - _ moo o � coo o©o 000 ooc�
24' �c�o -tioo doC 24" C:= ©OCR c=oo oo a ooc- c:I:) 4s
Goo ooC= c=p moo 000 ooc coo C:=:;)o
• _
3" 24" 24' 24" 3" 3" 24' 24" 24' 24' 24' 24' 24' 3"
6' - 6' 1 4 `- 6'
PLAN VIEW PLAN VIEW
STORMWATER INFILTRATION STORMWATER INFILTRATION -
INLET NO. 1 ( SYSTEM 1-2 l INLET NO. 2 ( SYSTEM 1-2)
SCALE: 1i2" - 1' SCALE: 1,2' = 1'
(6) 6" PERFORATED HOPE
INFILTRATION PIPES
4" SPACING. TYP. (HANCOR HEAVY DUTY PIPE OR EQUAL)
VARIES
:` T; GEOTEXTILE LINING
(AROUND TRENCH )
7 _ TRENCH BOTFGM EL. = 4.50
36,
CLEAN FINE-MiEDIUM SAND . NO. 5 WASHED STONE AROUND PIPES
-`DEPTH OF EXCAVATION, EL. VARIES
6' TRENCH WIDTH
INFILTRATION PIPE SYSTEM I-2
TRENCH A AND B DETAIL
SCALE: '�Z' 1'
LEGEND
AVG.
AVERAGE
CABC
CRUSHED AGGREGATE BASE COURSE
EL.
ELEVATION
EX.
EXISTING
FT.
FEET
GAL
GALLONS
HDPE
HIGH DENSITY POLYETHYLENE
MIN.
MINIMUM
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
PSI
POUNDS PER SQUARE INCH
SF
SQUARE FEET
GENERAL NOTES:
I. SEE GRADING+ DRAINAGE, AND STORMWATER MNGMT. PLAN
FOR ELEVATIONS.
REVISIONS:

I
a
:
z
� 4jr
DOUR sar°
00
4T1i STR� EEC
VICINITY MAP N04' 05' 29 "E EIR x
39.99�
d
S85'51'13",E j�
10-01 "
EIR
N04 ° 06' 51 "E Ell
33. 51 PDRcH
8. (1
LEGEND:
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EPK
EXISTING PK NAIL
R/W
RIGHT OF WAY
PP
POWER POLE
TELE
TELEPHONE PEDESTAL
OE
OVERHEAD ELECTRIC
MHW
MEAN HIGH WATER
RRS
RAILROAD SPIKE
N/F
NOW OR FORMERLY
M.B.
MAP BOOK
D.B..
DEED BOOK
PG.
PAGE
Wm
WATER METER
ELEC.
ELECTRIC PEDESTAL
CO
CLEAN OUT
ARENDELL STREET
T
S85° 54' 31 "E off
CONC PAD 130.14 260.00 MH
r ul Y C
'r
'1
p tcH j' 1[U.09 PD
"` oil CP �-
-HY t
O 11 _ `'�—
41.5 N 47.f 41,5 5�
cuJ --f 5�41'IR
j � 5 7 "T
PORCH LP J_—r—----�59. 71k� I
?!`z STORY BRICK BUILDING BRICK .1.1*
EIP
Nay° 50' 3G"W
19.02
NOTE: o
WOOD FENCE v co
ALONG WESTERN
PROPERTY LINE. 38.5
� PP
C P✓JiAP co
N HOUSE
PORCH ;
+n r!
i pp 3 STEPS U WOUD Pa FV�
z
N85° 54' 31 "w
DOCKSIDE P
PARTNERSHIP 82.On
DB 525 PG 355
MB 10M PG 93
TPN 638620819G73
I, JOSEPH T. CHANCE, CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOKS REFERENCED); THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
OF THIS PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1 : 10,000*; THAT THIS SURVEY IS OF AN
EXISTING PARCEL OF LAND AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND,-SE,AL THIS 30TH DAY OF AUGUST, AD. 2000.
SURVEYOR 'q
----------------
REGISTRATION NUMBER SAL c i
• 36
: f-i]'uu cr
':� v�� •: * V 0 �. FC ,• Gam,''
L�� • &
PROJECT No. PM-1030
C'ESIGN FILE: 1-030/I10PERVIQUS•DGN
N%o
ApEA
.674.93+ SO FT
1.59+ ACRES
N04°05'29"E
30. 13 —
ROGUE SOUND
co
on
36.9 Lug. - I
�
I
8.0 COVER
TCCP L_ CURB I
r ►�� GUTTER
til ' 1 I PARKING
L P
ONC TAW
I�-
t N
WALK + PORCH
OL ;� LANDING
#, yBnvE ROCK PARKING � WALK a STEPS , �4 ('
t FE' CE }o t cv
I 0 ' 1,/) 1
t 1
WENT
el✓ES I o
CONC + ,1±
f FUEL t HYD
r- r CQNC FILL 1
1 I .
m SEPTIC t ORIJE
CUT I f
`ti ! ELEC + f
1 TRANS 1
+ r
t z TEL
w
r F—z
t CURB
EIR FOUND GUTTER
'o /� 253.53' ALONG PARKING
PROP LINE
ROCK PARKING + AND OP2.LINE
OFF
� R
i I ` ---,PROP LNE
10
CP I /` I
1 f
CATCH
HC ,
30' EASEt•1ENT~ - f- yF- " BASIN He CATCH
I__ --
I BASIN
BPICK kALK
!`i36° 1 3' 06 "W iLe,C I�"r"NEAG
169.G0
40 20 0 4) 80
SCALE: 1"= f0'
REFERENCE:
06 525 PG 355
MB IOM PG 93
2
X
a
z
s
RECEIVED
JAN ? 4 2001
DWQ
rROJ # sW S of of Z s •
TPN: 638620912010 OWNER:
GOCKSIDE PARTNERSHIP
I
l i � # • , is ; .' � � ' • ; _ -