SW7020915_APPROVED PLANS_20030124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW1�Oa109/S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYWMMDD

-
� r.
02,
/ • psi -,
4"
EIP
LESTER M. HARDING
DB 93E, PG 336
ZONED R-3
(MEDIUM DENSITY RESIDENTIAL)
-VICINITY MAP
24" C&G - r
2" TYPE 1--2
► . 81 Ta CONC./
SURFACE COURSE '
4/
e ► p ► ► \ �
► " ° O O000 D�Q�C�
\\ EIP \
6" ABC STONE
BASE COURSE
TYPICAL ASPHAL T PA VEMENT SECTION
54.50
24" C&G
6" 18" \ \ PROP
\ \\ ♦\ PVC
• : ♦ \ \ \ n ERV
♦ ♦ �70\
24" CURB & GUTTER\♦ \ \\♦ \\
\
NO SCALE \ \ \ \ \ ♦ \
EXIST- ♦ `\ \ N
FIRE HYDRANT
24"
Ln
a'.
N
(4
a.
AS INDICATED ON PLAN
/4 " PER FOOT SLOPE
COMPACTED
SUBGRADE
Bf T CONC. SURFACE
COURSE
THICKENED EDGE CONMEZE WALKrl
Nrs
SEE TABLE ON SHEET 2
FOR BIORETEN 770N CELL ELEV.
-I 1. 0, I-- --I 1. 0, (--
ri 2 2 it 3
6.0'
TYPICAL SECTION--BIORETENTION AREA
BEHIND CURB AND GUTTER -- _--
N73
ABC BASE COURSE
vm F
RI CHARD H. HILL, Si? . HRS + °'
OB- 663, PG 286 1
� , � 1 ACi.E In ! �q
ZONED R- 3 i II.I d',,�, 2 1i 2t
—�M DIUM DENSITY RESIDEN 77AL) !
- ----- -_ ' RESERVED DWQ- AR®
240• f2' � � --,.., � � � � i ! PARKING
will,
it
.`t ..'w•' S` 4 i'..a..jy�3a- '.• . Eli !
1 NORTH i A P RON El
C l'R I L
T. 15'IRCP c+
1 I 1 �dv---
SE ENT
T 1 R � oats _;ra- 2G Y
/ TR P ( ) RJMR p $XIST. i °' �.T St�;,vateF-
1 !
/ 62.5' 26. 0'
INr\v �, 1
N07F•
10.0' O ? ! ! SIGN TO MEET ALL STATE,
a0, r0.0' ! ! LOCAL AND ADA REQUIREMENTS
18.0" PAR Evsr r ! ! HANDICAPPED PARKING SIGN
dA WAM? r
VA Q� f NO SCALE
PROP 4
PVC �
1R� %DES RE-11 *nerel Notes
m CE
EIP 1 1, CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. CONE -CALL)
Q \ 1 AT 1-800-632-4949 TO HAVE ALL UNDERGROUND U71LI77ES LOCATED
-34--- � AT LEAST 48 HOURS PRIOR TO EXCAVA77NG OR TRENCHING
ems . rs' RCP
w V. 131.83
-- 26.0 1 2. NC OEPARTMENT OF TRANSPORTA77ON AND. TOWN OF CHOCOWINITY
DRI VEWA Y PERMI TS ARE REQUIRED.
PROPOSED BLDG. � � J. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
PROP. SEP77C/ C / ) r
3106 SQ. FT. PUMP TANK 4. ALL REQUIRED IMPROVEMENTS SHALL COMPLY W7H THE: TOWN OF
FEE.• ,36.05 ,5$`� � �'= — � � .,� � � !
PUMP CONTROL / 9 i� CHOCOW1NI TY STANDARD DESIGNS AND DETAILS
PANEL �-' 152. � c I !
/ ! ! 5. REFUSE COLLEC77ON PROVIDED BY PRIVATE CARRIER.
! / II i 6. PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY, THE
AS PLANTED VEGETA77ON PLAN MUST BE APPROVED, THE VEGETA770M
INSTALLED AND INSPECTED.
Z BOUNDARY. TAKEN FROM MAP PREPARED BY MA YO AND ASSOCIA TES', PA
ENTITLED "SURVEY FOR NORMAN LUTHER KOESTLINE, DATED 51712002
AND SIGNED BY NORWOOD MAR77N MAYO, PROFESSIONAL LAND SURVEYOR:
E!
8. LIGH77NG FOR PARKING LOT AND SIGNS TO BE ORIENTED OR SHIELDED
• / �- ! 10^ 1 i SO THAT THE LIGHT AND GLARE REFLE`C7S AWAY FROM STREETS . AND
Lk ! ! ADJACENT PROPERTY.
Exsrl r5- Rcn ! S. STRIPE PARKING LOT AS INDICATED
1 INV. e1.87
11 f ! 10. SEPTIC .TANK SYSTEM SHALL COMPLY WITH THE TOWN OF CHOCOW1NiTY
-1 1 j STANDARD DESIGNS AND DETAILS
! ll 1WA ?ER EVSMs 1 11. PROPOSED DUMPSTE"R PAD SHALL BE SCREENED ON THREE SIDES WITH
6 PVC FENCE.
1 1 122 NEAREST FIRE HYDRANT IS LOCATED ON THE SOUTH SIDE OF
! 1 1 ! NC HIGHWAY 33 ACROSS FROM THE 3600 SF BUILDING.
f! 1 !
!1 1 f '
EXISTING ,�cti ! j ! S#e Data
PROFESSIONAL CENTER 5a 0 I 1 1 !
33tJ0 SF PER FLOOR I l ! 1 TOTAL ACREAGE IN SITE: 1.16 ACf
F. E E. 36.25 ti
1 ! ! ACREAGE IN COMMON AREAS• NONE
- - it ! ACREAGE IN R£CREA 71ON AREA(S) AND THE LIKE. NONE
1 i 1 TOTAL NUMBER OF UNITS/BEDROOMS: N/A
C.O.
GROSS FLOOR AREA: 6,706 SFt
uw �� CIPOW - 1 1 ! 4 BUILDING HEIGHT IN FEET AND STORIES: 35 FT. 2 STY.
I 1
i- ZONING. B2 (HIGHWAY COMMERCIAL DISTRICT)
— i W O �1
r I ! 1 f 0 v d NO. OF PARKING SPACES REQUIRED: 49 SPACES (INC. 2 HANDICAP)
-,l111 I [!��-, o NO. OF PARKING SPACES PROVIDED: 62 SPACES (INC. 4 HANDICAP)
Park r Summary
yt. �o uQi (3600 SQ. FT. BLDG.) - GENERAL OFFICE SPACE
1 SPACE PER 200 SO FT. FLOOR
AREA + I SPACE PER EMPLOYEE (5 EMPLOYEES) 23 SPACES
-1 t � o � 1 (3106 SO, FT BLDa) - DOCTOR'S CLINIC
10 SPACES MIN. + 5 SPACE'S PER DOCTOR
\ \ f I 1 1 I z 1 1 SPACE PER EMPLOYEE (2 DOCTORS, '6 EMPLOYEES) 26 SPACES
\ \\ f J 1 ! 1 I = TOTAL 49 SPACES
�� aw \ \ \ \ \♦ \ w f� I I 1 = j J o to m +a ao
GRAPHIC SCALE
SEE TABLE ON SHEET 2 1 (� 0 3
FOR B1ORE7FN 77ON CELL ELEV. ♦ \ \ w I ft'
♦ _ ! 1 I REwsED 11/20/IO2 PER nlcxvR G'aMAN7^
- -11. 0' k-- --I 1. 0' 1-- \\ ` �� �i -�-- ti _ _j `--- 1 REWSED ro/�4lw PERNwor comems
! REWW IOIY4102 PM TONN OF CHOCOMtNITY CLMWENTS
3 2 2 3 \ \ —
jp
15.0' EIP � 1 ��k CA�(�t,
SSI:� ingine s .
TOP OF HYDRANT \ ,� sow ! 1 7 107 Bast fecond st Planner
ELEV. 36.88 ♦ S7� �' s . � GreelawWs. N,C. xraN
TYPICAL SECTION—BIORETENTION AREA LOCA717D AT INTERSEC77ON ♦ �- Is f} c M-406 see o
OF NC 33 & BRAGA W LN. ♦ EIP SIB AND Um Mow
F R AREAS WITHOUT 22?2 AND GUTTEf \ \, owmr/De!elo�aer• �
Nrs N.L. KOES7LINE Koe`
Jam%1T' ' AND U77LIPLAN �� RAGAW LANE ��p: � NC HWY33 S# Shamw L
Avis
F` \
6�q \
�A
INV.. 1232.17 \
\ \ \ E T is- t•Es
3"
Exrsr. COTOP 35.
\
\\ V. 18x3Z05
�xrsr. 18' \\\
4 4
2. 0,
TYPICAL SECTION—BIORETENTION AREA
GRASSED SMIA
- � s
r

NOTE.- RIP RAP A '_ UMES TO, BE 4' COIV 3 UM . - "-x----� �` ��12'4 ', , " RfP -A P (# '� x 85 1' DEEP) ! �
1 1. iIii i.r. Rom #art tT 7RAP5 AROU ALL CA 7CH s � � r rNV77A TE ,� LAnrn DISTUIi�IG ACT1 i9TY
WIDE AT F LONG. ` 15 WIDE x -�;.�3 Wx15 L �r"1.$, T --_ . j
1 BASINS AND DROP INLETS Ti# TgliN: #' CtloravlE�Tr � THE
A T THEE 3' THICK +"'12`�- x--_..„` -� , .r �( !� �� TONS 1 ! t�i+ uwn-ts� ,�c�rwTrrt'an
BIORETENTION CELL NO. 1
(15' x 85' x I' DEEP) -�
a x3Dnt /
x CLASS 8 j
GONG. FLUME RIP RAP wRavlDE x 5o x STOP CONs7RUCTiQN ENTRANt AT
OU BOTH DM4rYLrWiIYS AS sxoMN ON PANS.
lNV. 33"88 \ ,,�„� _ ... �. xtx'1:-83--- f j 1 PLEASE a Rcu� TO PROTcT ,�Nor,vrA�u
"'�`�'' = '` 1 EXIVI NG BUMn ALOwC 0 7ERCa RSES IN W NVUSE
4,5 TONS , ��y_""""~. • , - EIP !
' - , BASIN BECAAiG7I1+EYY dULY.2 197.. A 7ARARARr
t SS B �,.�,.:: . , ems• A SEED OR oTrrERIOSE PROYIOE GROUND COWR DE'1+I= OR
G ' �..•_ �, �`"�-••.: k"`---- f ! R(XE TO PROTECT AAA At�lidplIA EXISRNG FRS ALO
* ,. �,,; - "`� , ' �2" $ ! STRUCTURES SUFI7OtWT rO RESTRAIN EROSION FAIR
ON
RIP RAP ` " x + wJA VIIFRY s. 2�7fi�0T RULESi @Y i?C Ch N
�$ RG`p /NV 2 18 I! j ALL EXPOtSED SLOPES WTI F RA00ING DAYS OF
4_ TON sr- 15'IRCP COMPLETION OIL' ANY PAASL. OF GRA(NMG. OF M'A1ER QUALITY (DNQX MELT ANY QUES7IENS Jill 7NE
OLA 'Br -' �•- r 3z2 j APPbcAavTY of Tww R111.ES TT3 1'I7UR PRo ECT ro up. ROGER
RIP \ LJ 4. CONTRACMR StfALL WS10l AND MA)NTAIN AS Nw;F W ALL
DRHEAD / 4�' ,R IN ! Tf•IORPE, RE00NfA1. WATER QUALITY SUPER WSM, WAS►•gNGTi V
i 1 ! EROSION CON TRa CJ4EVtWS- ON A MOM Y BASIS AAID REGIONAL amm A r (252) s46-648t.
C/o (TYP.) \ ] CuRQ FOR RAIA! ANT i_ M gXIST. AFTER EACH MA" STIR! EVENT; rAALURE• rO KMII Q
DUTL T 1N " 0 FE T P ,)- 1 &WMON COMTRQL >DeE CE'S #C PROPER G ACCEPTANCE AND APPROVAL OF IMS PLAIT! IS C0NDf7XVVftD UPON
RCP ! + NAY RESULT Ilv A $Tt7P �iCJRIC ARDEii faR� YMP CONIPUANCE W7N ORAL AND STATIZ WATER QUAU1rY LAMS
7. I -') I UP TO 14000.00 PER DAY OIL' WOLA T10k, REGULAnONS AND RULES. W AM71GW, LOCAL.' A►TY Alm covArTY
35 , (1 ON ORARY
" - J z - ORDINANCES OR RULES I11A Y ALSO APPLY . TO TMIS IEAND �S7tJ/�B/NG
.''.. =... to ENST. hmsE 1 - G Tl�t'UCTION S ACT119TY. APPROVAL BY WE CITY DOES NOT S7IPERCEDE ANY O"IfeR �
FMST• 13 RCl� THE TI3NN RESERHES Tlf RIGHT TO REQtJ I.
,�► `'(p, (REMOVE) t50s7 AIrI !-SAD) , v �f qvv 3t.y� j ENTRANG)E ADLW116 VAL ER05*V COIMOt 44EA RES BCD PERA!!T OR APPROVAL.
6 S Nc� c\ �'� TOP .x�se ^ ^ 1 ! ! n!E PLAN dllr ITS IAIPLF.1AEfvrATliOM+r PROW ro BE
GLA B \ ! INADEOUAIL"
Y" 1P RA r� $ {RMOVf)
�h•�a _N._ _ x15'Lx1.83'T� �- 35 01
f.
L°- 35•fi9�asr f
�. dA y 1 I 1
' ! Frame, Grate, & Hood
4 o .1 ! US Fo+ui 5181-6421 Bock of cu
eI ! Type 'Co or Approved Equal.
n�7 Jill
OUTLET NO. 1 DROP HEAD OF ° ~ j N X N
(SEE DETAIL) :::.:; �, - CURB FOR DRAINAGE
\ r.+ OUTLET IN 10 FEET. •' :' _ "� EIP !
\ 2.5 S ( \ \� r --. _ ;w %34_" 1xrs� ts' rzcv
LrL-
AV 1! ! 31-83
\ \\ EIP IP RAP Y6 PWEc
\ 1 'Wx Lx1.83'T O \ /� �)I x
R PROPOSED Blwr ' m> / / iQ •
\ 12' !
\ 3106 SQ. FT. ! •
GENERAL NOTES
-_._ _ 1 j ecti - XX Mortar ,eta 1/27*1/8` Thkk
\ -U.sa 3574 2 �� $� j ! Gass "AA' concrete to be used
5 c ! ! s The pouring of floor slob to be accompfiMed
by forming.
_ _ f j 1 Um A� Fla And tArder A/! cotc7h basins oc�r 3 =6` +tn ddpth shah be
\ _ w 1 2 provided 1th steps pr farmers. St
solldl be in accordance wrth `S1A ..f+io: 2�a 1�2s
Concrete brkk may be use# * lieu of day
\ \ \ \ f PROPOSED BLDG. brkk. u m*0 brkk 11 be Itt d
a / zs�rrNr ` 1 f � 0 - height for less 8m wall.. Over
r 8 ig use 12 wall to 6 -a from
3600 SO. FT. �\ ! !ityation t of well, and 8` for the rear Lin
FEE
ki C� Ad Cutts On Llpht Gass* ON
�
\ \ \ cy 1 J Leave weep hoW as directed by the engineer:
- \ \ \ \ � � i� ,L_ � ter• . � � iy � 1
\ \ �- �. l -Y; �: I TEN770M CELL N 3
\ \ 34: To \ \ �,� �: 45.5' X 1 ' fl P l ! I
\ all
�. _, ~ � �:. � £XISld 15' RCP
- 4
EXIST
' !
FIRE HYDRANT \ \ \\ �-3,3 T" .A'` =`` 1 ! j WA MR f
r," '�' ••u
���L�'llsa�l`:rfu.#
� r
;� r
rJill
►. r ; t
r
�.
�-
\ \ �� EMT M I �R � HIM CAM RAW
PAD
-
�
\\ \�
tsr ce f
\EIP /// V. 13443
2 32.I 7
\ /
\ \ r- 1B' FES � /j (CONVERT TO DI /
\ \ \ 34 99\ \ �34. 75 TOP 33. 9f)
\\ \\ \\ \\
1/4' WIRE MESH V. 8'3`20 '
18' FE
A} A} \ \ \ \ s \
NO
0 o SEDIMENT CONTROL STONE \ \ \ \ \ \ \\ \
I LI
b SHALL BE NO. 5 iR NIL 5
ca ••• AND tHAL.L BE PAID FORA AT \ \ \ \ \ \
PEER T i �I� MUKTTR(X
•. o - o p STONE.,
\ t \ \\
d .o.'p.:• 'a:o. p.: o:o. p' WIRE MESH SHALL HE
1
HARDWARE CLOTH 23 GAUGE MIN,
� L HAVE 1/4 INCH MESH�.
\\\\\ \�` .f� �\
MAXIMUM P[IST SPACING 4 FTTOP 1F WIRE MESH SHALL BE
. A MINIMUM jOF N F T DELUW 2�
r
A \ \ 9
DSTE M POST SHALL. BE 3 FT,
IN HEIGHT, BE INSTALLER tP \ \ \ \may
1.5 FT. DEEP MNiMl�1. AND
BE OF THE SELF -FASTENER
SEMEN • VOBD POST SHALL BE 6 FT.
CONTROL STOWE . IN HEIGHT, BE INSTALLED
M L5 FT. DEEP MINIMUM,AND K 3 INCHES IN
POSTSPACM SHALL RE TER �� \
AVERAGE BOX AMAXI" OF 4 FT. \
DUENSIM VARIABLEFILTMED
VATfJt
SECTICIN A -A \
MULTI -DIRECTIONAL FLOW \ \
ROCK
�r 1t� \
I� � _ T w _ "w TOP OF HYDRANT
ELEV 36.88
N LOCATED A T . INTERSECTION
OF NC 33 k BRAGA W LN.
C,4
AGGREG
1
� 1 !
J =' z
4 ! z
lk 1 a
J< Q: I
FI �
! 20 o ,
r aw
20 40
■- �
-
■Lm
GRAPHIC SCALE
( IN FEET )
1 inch - 20 fh
GRA DING
A ND Dfb
GE
FLA N
�J
'.� • � ' ,� 1 � .�, � l!! r -,�1
".0
7.-' i Tr I- __._ITT -• - - =r­ A__. _
-1,/ A Ih TT +! ! 11 I '1 �• •l I `' l �1 I 1 � ��� �'.r�.h Stt 1/'
.
1
'1
1
1 . a . . , •i 1•. ,
r rC :r,•: I V.t
r11-r'.!f�•.iL r�;
w
IV /a
Ou7m w
O/i{: 'A'
DIM. 'B`
TOP
I NVIRT
TWWAT EL
CELL
S
No, i
3'-0•
Y-W
34,22
32,48
33.96
32.56
NO. 2
3'-w
V-cr
36 e10
32.w
34.72
' 3172
No.3
Sr-(r
Y-
A42
32.25
3476
33.75