SW8961108_APPROVED PLANS_20030527

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE -
YYYYM M DD

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SHIED AREA REPRESEN
PROPOSEn NEW ASPHALT DRIVE
M4 TO BE RECOWDRED
W l- DUTPARCEL 15
a9,1c3 sq. ft.
(O.ri! acres)
(WITHIN SHADED AREA -
ENTRANCE PORTpN OF DRIVE)
(SEE DETAIL)
15.6 MILES TO NrNE "0* gL1!
CAPE CARTERET OOT SAD 1.2 MILES TO
TO ���
MaR�y
N.C.S.R. 112{ A/i�fS
VICINITY MAP
NOT M SCALE
APPROVED
NORTH CA9OUNA ENVIRONMIENTAL
T
UALITY
Date 2 Jl 3
Starmwater Permit No. SW q I j b g^AA0,0
SITE PLAN & DEMOLITION PLAN
GRAPHIC SCALE
eo p 30 so 120
( W FEET )
I inch - 60 ft
240
4
DRAW 9Y
E. TEMPLE
CHECKED BY
J.G. TEW
DATE
02-14-03
REVISIONS
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Sheet 1 of 2

r
CON= ON SEQUENCE
1) INSTALL EROSION CONTROL MEASURES AT EXISTING
DRAINAGE WAYS.
2) COMPLETE INSTALLATION OF SITE DRXNAU NETWORKS
AND SITE SWALES WITH ASSOCIATED EROSION CONTROL
PROTECTION BEFORE BEGINNING SITE GRADING.
3 GRADE SITE.
4 GRASS AREAS THAT WILL NOT BE REDI5T1RBED.
5 09ALL UTILITIES.
b PLACE BASE -COURSE IN DRIVES.
SEED AND MULCH ALL AREAS A MAXIMUM OF 30 DAYS
AFTER CONSTKICIION HAS ENDED (SEE SEEDING SPECIFICATIONS).
SEMING SPECI ICATIONS
SEEDBED PREPARAT1011
THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF b•
AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
4,000 LB& OF AGRICULTURE LIME PER ACRE AND 1.000 LBS, OF
10-10-10 OR E17LHVALENT FERTILIZER PER ACRE.
TEMPORARY SEEING
WHERE TEMPORARY SEEDING IS REQIRED PRIOR TO SEEDING OF PERM-
ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LEM
PER ACRE.
MAR. 1ST-AUG, 15TH SOW GRAIN MILLET AT THE RATE OF 40 LBS.
PER ACRE.
S® PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT WITH ONE
OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS.
SLED PER AIIENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
15TH WITH 40 LOS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON
BERMUDA PER ACRE.
IMMEDIATELY AFTER SEED FREA SOWN, MARCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-100 LOS. PER 1000 SQUARE FEET.
SECURING MULCH - THE MULCH SHALL BE HELD IN PLACE BY ASPHALT BINDER
ON SLOPES 2 TO 1 OR STEEPER, OR AS REOINRED.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO BE
LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
COARSE AGGREGATE
TOP BALK OR ROAD
J57 GRADED STONE FILTERSHOULDER
LEAVE 5' WEIR OPENINGS ON UPSTREAM END
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71
Cn�� • rPILE STONE
SECTION♦• 1 D.
1
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r�
•
HORSESHOERAP GRAVEL SILL_QjjE�CKAK
0l'l
30' PV1U'T (V I
PORTION)
-�� o \\ •� 111 11+!\ -' //i%%%' /j' � /i/'/ � /�/�/,/� /ter~���_�
l\ b4
42
/J
f
\ \ !
04
/ f
D
BORROW ' r AREA
/
f'%` � \ ♦ TEMPORARY SILT \FEKEr
TYPICAL AS SHOWN \
43
/////• \ }
ASPHALT TO _ _ \ \ 1 !
REMAIN . \ r r \ \ \ \ '_ 4 ' A
GRAVEL SILT CHECK DATA `� I r r _
DETAIL
1 rr r- - ! ` \ \ \ - ! TEMPORARY '
TEMPORARYSILT FENC /
TYPICAL 4 SHOWN I \ \
- \\NEW bUTPARCEL #5 I �� �\ t Aole
\` 56,143.5 sq. f t.
1.15 acres
Ex 30' lw.-.39.0
lI\Nl�\ 1\
I I r } 1 , � EXISTING
1111 1 1 1 ASPHALT TO
REMAIN
\I
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/ CO
/ _ - /� � �41 ��/ fly' ��/ ,�1. •
r�
KIES
12 GAUGE 4• X 4. OR 2• X 4• WELDED WERE HOOKED 1 TOTAL DRAINAGE AREA FLOWING TO SILT! FENCE
ONTO PREFORMED CWYtNELS ON METAL POSTS. MAY NOT EXCEED 1 ACID - ?1
2) SILT FENCES SHOULD NOT BE USED AT PIPt wTLET5
!� ULTRAVIOLET RESISTANT &LAC mom FABRIC A OR IN AREAS OF CONCENTRATED FLOW (CT m, `, \ `
OR EQUILAVENT SECURED TO WIRE W/ METAL OITCHLINES, SWALES. ETC.) , / �' ,'
r CUPS OR WIRE AT 8. OFF CENTER
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
' OR AS DIRECTED BY CONSERVATION INSPECTOR
• SHEET DRAINAGE(ONLY)
=F�SHEET DRAINAGE(ONLY)
NATURAL GRADE
CARRY APPROX. 12. OF FABRIC INTO TRENCH, COVER
W/ SOIL ! TAB BACKFLL.
CARRY 8. OF WIRE INTO TRENCH.
METAL POSTS AT 8' O.C. MAX
_—�S fE1LCE�
\ \ ORAL FLOW OF H=O
1 SED004 Sz
FLOW
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE,
IT IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF SILT FENCE
WHENEVER POSSIBLE.
i
SILT FENCE DETAIL
-N0 SCALE -
GRADING LEQ
FINISH GRADE CONTOUR
- - - - - -43- - - - - - EXISTING GRADE CONTOUR
x 42.13 FINISH GRADE SPOT ELEVATION
X 42. f3 EXISTING GRADE SPOT ELEVATION
NEL LIMITS OF DVAUBED AREA DELINEATED BY THE FOLLOWING SYMBOL
D D D
TOTAL DISTURBED AREA 0.90 AC.
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
GRAPHIC SCALE
( INFEET)
I Inch - 30 ft
0
4 � 6.LAr
�,y j-y}.'`•.,»i�+�
=fir,• Ci:�'
� 03
DRAW B
E. TEMPLE
CHECKED BY
J.G. TEW
DATE
02-14--03
REVISIONS
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Sheet 2 of 2

�T -_-_1 F. - - -T '.'r t-.: �,!,�Sf_L r
P0 CAR01
1 %LIE S AT EX#ST1i� •s �t� +w+r Y M TOWN RW 2.5 AEIL.E'S TO %p J P
_ } It6TAlt L-R051Oe[ Q�riTR01 _ ' • ' U - - J' ��
DR►IRuiGE, Q
= 2) COMi LFTE ICSTALUITM flF SITE DRWIAt NE7Mi0iitiCi _ ��. O t 2 2 F 2 4 um �O ALE 5$*4N� Fi.C.S.R. l i 27 NEIVROI?T
JNKt SITE SM11 B VTR ASSOCIATED EROSION CWTROL . , •. p� ♦ L
P4Y `
MCTKW BEFORE BEGN" SITE GRADING P X.A'T t }}
4 GRADE
SITE. WALL :i .',: c� kTs 2} t� "Sr rSWALE WFF NEr TTEW LOU
5 ASTALL UT)UTIEi ..,� �'.' A` �� Os 22 L. ' 11RM N� TOIa. UIIA
AiiEAS 1t�IlIT N(if BE RED�TLx�E� \v� , F sM s� AS PER SKCS.77
fi PLA4E SASE -COURSE IIR OR±HE5 t� �\" s
SEED 00 MULCH ALL AREAS A MAX» OF 30 WVS _ ra.. r•vr �� `� O � ` � _
AFTER COOGT TION HAS E11 O (SEE SU D W SPECIF'ICATOG). CATCM NASIp A G '° DRAWN BY
SEmINc snct�TtONS We , S D. AU ST
- AliA .. wr.a..�rt tw..� n.r ` , t �. '
THY OULTWE t" AREAS RV MS0% TO A OEM OF !� A..... «...nt .•.�..i..�... ���... V - \ } 3 /� � \ J . 0 I i v e r , J r .
W RAKNW THE A)RFAC£ SMOOTH TO REQUIRE WOW APPLY L ' O to, p2�� !/0 so. T. Baker
4,Q00 IJS. OF ACXUILTUK I" PER ACRE AIRY 1.000 LIM OF r _ ram,wep
10-10-10 OR EAUMII NT fEtM IZER PER ACRE; ` -%
• ��w� T rl"kh
'SrANr MEr TE►�P. u+ER y`y� l y� 15.6 llgf E5 T4 NINE FpOT 1?QAD NOWAR4�w�n -� CART 1.2 ► tLES TO CHFCKEO BY
_ WMERE TEMP 5EEDW IS REI]t1l O PRIM T4 SEED0413 OF PERM >Lii.w #Mf � �/1� y � P` RARYO��p� s � %O N-C.S.R. 1124
FO 4ORu 0� T J . � . Te w
A4IENT LAWNS OR FILL -SLOPES PROCEED AS FOLLOWS: i L/ ��l ASS �, \ O ��� yy,� J
AUG. 15TH-ML& 1ST SOW RYE CAAA AT TK RATE OF 110 L95 � * � • �r"� "`�i `� � `rO� i'` �l G�' � � C
PER ACRE .... ' • • : •... .: O �` p DA rC
IWIR 1ST-AX Igm SM CPm 11US AT TE RATE OF 40 LEIS •.�..ir� `� �0 ��gPG O� P , C�
_ _ �G o ja °° ��G�po� �� 1�I C I N iTY MAP a7-19-95
= PER lCfiE• a.r. or iI N MdEL w MiM wM�r w.�s �..0 w y°-�► �U• G E �O (L Q1 \ �• p" 0
�� ! SF- FLJ\GAS S{ r' / ° o REVISIONS
C !
R LOW AREAS EIEVNEEN WQCK IST TO AUGLIST 15RI RITN y� 'CN L� 0 t�iJ, NOT TO SCALE (LL�ISfONS
SEED PERMANENT S �'�' Q �y �� 1 1-O 1-95{TH)
►wLLED COYYON BERW" 3 Las. PER T.000 SQUARE FELT OR PLANT wn{ ONE Q `rip ���
OF T}E 50o GASSES SlICF1 ,S 32e Hi1?� �%1UOA OR 2 ► CATC1-1 e 4SIN PROTECTION DETAIL. s �P x6h'Fl� G�,pt� �� \ �' o �o oo� s � 03-14-96(TB)
SEED PERllVOO FILL SLOPE AREAS WTWEEN MARCH 1ST TT3 AM'ST �1 c
15Tw � 40 In SENCEA LE FEDEZA NO 10 Las. WILLED CIAMOW �� �(P k0. �aSO��F. ��Qo \ �� o o °O J`� o �� �F� � � c' -� 07 -10 - 9 6 J O
p4NO
-25-9600)
07
C 04 `3 Q` 0 0 �p � O �ZJ �90 )
eERyuI�A PER ACRE. � ��� �g �� � �� ��, V► a$ ops OS-1 Z-96 JO -
YAIAED+ATEtT AFTER SEED AREA go%%. MULCH THE ETMK AREA EIIEWY WITH `L � [,
A LAA�E.R OF rNEAT TRW TO PROTECt� AREA FROM EROSON. rI[R TO 9E 0 ��2� -oo�0 09-27-96�DAj
A WEED AT A BATE 75-100 LETS {�R lom SXWW ►EET- S�F�C� � J 2 �o �, o
SECURING YULdi - MULCH BE MID I N PLACE elf T N�IDER � SE � J' �^ Yp 12 -19 - 9 6 (DA)
ON SLOPES 2 TO t: STE OR S 9`31'40" E 351-42' (TOTAL,)
p
SPED, 1 .�`L ono 9yc�� 01-09-97(DA)
34.oO• s ti 2c► 9,�" ��o . 01-30-97(DA)
TEl1PoRARr d1E4 LtNRS i FIE SHALL ESE INST 3 T 2-3' �� 02-10-97 DA
Sa♦oMnl P1AI15 ,� � TO BE 317.09' 31 4(i s 10• lb_ \ COARSE AGGREGATE yt"�cy 02-19-97�DA
LE" PLACE NOTE: P E 2 GRADING IS T BE ACCOMPLISHED
IN SUC A MANNER THAT AL STORM WATER �� .\ o_ AZ �� 2�, ��9kI&
WILL F W TO AND BE TR ED BY A POND B T I�f \\ - - - -�' �4 SS N ��
DESIGN D SPECIFICALLY FO PHASE 2 RUNOI:F i f `9
INTO P SIG D FOR PHASE 1 T
.;,�.';
NOT 0 OND DE O � / o �
- _ tfi SPACES �� C^ i4' �"� p't ?.A1 -FRO
' • {L Y 1
LAO 4 SPACES , o b �� \ NEW 30 ! V •b �t�E� Z O�
Q - 'PHASE 1! s- o �� = 38.38
Cif
!!LAM •1>r - \ j d 2 'fa0 _/ \ ' \ \ E G
NO ORK THIS PHASE �-} $1 �, �F �� D o .
0
r �a \ �C.in Ql\
`• ArriraPnlA E scHcoult[ 72,351.89 sq.ft. i �� '� 9J 0 Q WETLANDS oot 2A�x�
_ IDS 1 .66 acres 15 SPACES I 10' GRADING 6 e • O F I a. `�
t 4 ES#A'T TYP. 6' ` p I� - � r�
_STOR%vATE14 AC
crtoM IA-� �.. ws• ..w.�..r E ' •3s h aG '7 E 80' -1C
�E II ff
� FM OUTLET IM 0 CHANNEL,, � �sr..+.4 I � I � o � O ,p �' � \ " RCP 0 0. ' 4 %
\ I N17'1 00'w Gf -9i�} (l Q �J ���jf _• �,�
ff 34.8 �• 3 �y C,'t� S i o' GRADING e� v
b N 69'31 '40 W 4}57 4k ITdT L it>i kSPC�$ \ w 1 . y� o �,n �'�` `( ES TYP. N a rl
N o, '1��•�G �' . 0��4s �S' ��o�cC F�oN FVEB 2 U 1337
44 419 5�
- dr. � ...
0 q/>r7tltttl'!'1lttlsflu++aa
0 3 JP4ST � 33
j4 0DRAINA ve
04
L,
ESM'T.
�]O OOs N\ 6 P POSED
ACCESS ROADO2S. f sM T
L FIFE 39.NEW 30" IN
p 3 8.2 7
PROPO ED �0 o44
mat:J
1 2QI3ST.9.00 IZ - + \ dice �Q� QC ( �6! l ���\ �Q RIP RAP APRON
N 03• '20" n,FFE�,co / (�' iy /Q Al USE RIP RAP d50 6"
t \ ��`�� del` ' O �L O \ N MIN DEPTH 1 S' ds
O +ri �� W1 = 7.5' W2 = 24' L = 16 O '!�
_ = 52.2
FUTURE } VIDEG SHOP 1 �s yF, I,sE R1P. RAP d50 = s` -A ��
O N O USE FILTER CLOTH �+
EXPANSION 3,000 S.F. O \ ` j E3ENEATH RIP RAP 6' 6=
TER 4O S.F. g FFE=39A0 I ♦' V '
� 0�
ewow P aD �
o• , \ 9 y �j4 V '
- I 70.7 (TOTAL) ` $ k
F_
O Oy FO O� > O id
N �c 3
CONSTUCTION OF W4 SHALL BE , 3 4 9 t. 18 S o q -tp 'FF� yp O�
O DESIGNED TO AaOW FOR FUTURE Fy
EXPANSION. WSONA�'Y WALL SHALL ^� 1 a r cQ� �,'n Oy ���, �( 57, a 0
4 b NOT BE LOAD 13EAR1N�. b. _. �.. / I ' - Y O DLO Q ��i,` /�_ �1
x � tr, �, A D. \ �� 7s��' L J� �Q a► �P 1
NOTE: SEE SHEET � 5 OF 10
FOR LOADING DOCK ELEVATIONS d ► p{uENiONs z 'flOC'�s O �o
OF / r I R f f
'AN
poF�
o � � S �g ` �O
eQ� AL) ui I (TOT y
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61 3kROrDx6" p, DlVI•
PE ��MANAGEMENT CC4dlW �_3 ,pt ' omsIoy of VIA oAr G„
Y`I
\ OI `�co s9 �y ��� s. �'1, p� ' MAR Icf ` -7 o SQ�F`P
2r ♦. / 4 .0- _'J, FOOD L smmme w hoot SLc q�l rp�
m ;0 3 tez. (toilu�) ,�' � !� > PYLON SIGN a
n I ,7 \ I~i
- b twrls x b " > \
SIGN ESUT.
2,000 S.
�"� ^7 .. J ON = 32 60
� FF�E er9.00 0O� = 3St1TEc10RWNAGE
x L18I Lc ^� x `
QQ FOR Y �` 0 01 5 � EXT. EP i 2" I-2 (SURFACE COURSE)
o 3 F K "� 12` 8 f WEI3 00 7 r�,����
CL r X A SIONc
$ .� •� 2" H-BINDER
7,600 F. T" w ZD *y L d
_ 8
EXT. EP I STORMWATE
i
F
�' 8" ABC STONE
`n �/ = 'OR
4" BLACK BASE E E I V E
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La FA
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00.34.
z C (�HOR F B 2 01997 a
00 5 5731'4TE N 69'31'4TW �47 9' 52 { 124324tt' ! SP E z
` _ - F W Y RAoty y� �09 PAVEMENTTSPECIFICATIONS PROJ Li(�"
J
Rt�_ Xr RCP �C a INSIDE DO ROW (SR 1124 Q
0 0 0.2 /0 l0(� C�
t�
i & HWY-70
"-I I, I>�V = 33.40 TW E UNDlVlQ W 1.t �RII O b F NEW Je f i y �' I p � Hai
' 2 6 TAC NEW YARD MILET 1 TOP = 36.50
o
10 = c s YARD INLET 2 EXT. 30' PEE 30r 0 0.47E LWAY IN11 - 32.23 ���
-32.32 T =38.00 °� GRADING DRAINAGE & �o
= 0 0' 100' STORAGE10 z
5 SYMMETRIC
a Y 250' RIPER 150' BAY TAPER 100' FLU STORAGE 150' STRIPPED ISLAND � Rry 150' B46Y TAPER NNE FOOTT RC D� NOTE' EROSION, 6ONTROL PLAN = a
�'� w = 31.71 SHADED AREA REPRESENTS ADDITIONALP- O
" a Q LANE WIDENING ON SR 1124 (NINE F44T ROAD) z
rn - PERMANENT RETENTION POND (TO BE USED AS TEMP SEDIMENT STORAGE: ZONE) PERMANENT RETENTION POND
lFcot RG&Q)L+J Z In PERMANENT FLOOR ELEV. - 23.50 EMERGENCY BYPASS WEIR ELEVATION - 35-00 (SEE DETAIL FOR PAVEMENT SPECIFICATIONS) _ ® �'
a, (� 0 L'1 TEMPORARY SEDIMENT STORAGE ZONE WILL BE BETWEEN ELEV. . 23.50 do 29.00 DESIGN POOL ELEVATION - 34.00 (PRINCIPAL SPILLWAY OUTLET) FOOD LION
U- lfffLpA . i ' z Z (/} 12 MONTH STORAGE RE4UIRE0 - 1 i ,7D0 FT3 (5.5 DA } PERMANENT POOL ELEVATION w 31.00 (2.50 DRAIN OUTLET) PROJECT P 3 9 6 �]
GROUM aDL�Ywc, `� Q OC LLJ STORAGE PROVIDED ( BETWEEN ELEV. 23.50 AND 29.00 - 18,781 R3) SEE DETAIL ON DETAIL SHEET FOR DIMENSIONS NOTE: 0
!`l s m O CLEAN SED1iAENT FROM SEDIMENT STORAGE ZONE DURING EW P 0 R T, N . C • a
z O = CONSTRUCTION WHEN ZONE IS 307. FULL. PERMANENT SEEDING BOUNDARY PREPARED SY -
g I w DONALD C. CLEMENTS JR. RLS 2460 o so zs so ,�o 2
AND STABILIZATION OF THE POND SLOPES MUST OCCUR >
7W UMS' � �� � ON I MAX. SL� w PRIOR TO THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE- NOTE AS SHOWN ON A PLAT ENTITLED W
z - - J WHEN SITE HAS BEEN STABILIZED AGAINST EROSION AND PERMIS510N
» OWN WTO T11415IR aWTOUIRs WHEN a 9M - m CAUTION UNDERGROUND Z
rw lu�IFEtY� I>�rAausiOn TCIP HAS BEEN OBTAINED FROM N.C.D.E.H.N.R.. REINSTALL. PERMANENT FIBER OPTIC LINE 4O4 WETLANDS SURVEY FOR
FLOOR ELEVATION OF 23.50 AND SEED ANY DISTURBED AREAS WALLACE J. COIVNR„ DATED 02-15��i.�Try �P1I�f1ti�}f1
_ - � - - = - _- - -. - - � AS PER PROJECT SPECS. I ALONG N. RAW 1I tFj_ 0 � ay W� U _
Sheet 2 _ of 1Q
` ' -� _ TE:M�'QRaF:Y '� RETF1V5I4N BERM - � - -- - - ,

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COWAp^W ELECTRICAL CONTRACTER TO MOUNT
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SfW* TERM ConTROL. PANEL AMID DMCONNECT SWITCH ON 3/46-
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DUPLEX CONTROL WX WACONNECT PANEL AND CONTROL PANEL AND
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ASSOCIATED WNWO ARE TO MEET ALL APPROPRLATE w
AND KAVIO9 FAILOCX ASSEMBLY H.C. ELECTRICAL CODE RaQLAIN-MENTZ,
A1� PEALFA�UIIE tJGIiTSI "OTC L►SE APPRC@4 ATN ALLNMINLIM b4VORORAN_
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DRAW0 0SI PROMO!; LOCK AND HASP A"W-MdLY. 7
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•' pEEP REiNFORCEO CONCRETE TOP t �----•� � �1= � h
Zk NI9E 3 GUI SINTPQIIT! �rw 40.00 - LPTING HOOKS PROVIDED V
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_ �_
12' 1 . . - 8L PAVEIrENT SING .
SIN u
• ,i1�P + . s- 087 W►S►+sp s" PLAN i�: • ■ •
y • •- •- , + • + -• -
• r + -+ _ • + : 'I WITHIN PEPrCiB Ail _ -
1�• LPiMG cIIA+N NOTES ! j I : I ( 1 N MVFDAL REA a.
CA" MONO t TOP SLAB AND ACCESS MAY BE VARIED TO SKIT I I I CE16"T MCRTARI I I I
FIELD LOCATIONS MID TRAFFIC CONDITIONS
' I VULCAN 1784-3 OR
2 USE 4000 PSI CONCRETE wITH REINFORCEMENTS { I I APPROVEO EOUAL
rlIfJ1NDE dRAGES AS IEEDEp1 FOR H-2p RIDGE OADING FOR TRAFFIC LOAD -
' CONOITIZ GAS TIGHT MH FRAME AND COVER 1�p BUTYL RUBBE -�•-+-- -•+� L----�+_�
IPRovIOE RAIL B WILL BE OUIREO SEALANT IN JOINT �_�i
;z
- As IIEoLAREO>' 3. ALL C-1. PIPE AND FITTINGS rD a MIN. s" ::`'.. - .`. �_; '
CdFIF�iMSTOIASSTTM C- 478 RETE Ws TH M NASTEJL OF � � TEE W�CLENI OUT
SALL•CHfCX VALVE to 0.12 IN /FT), WHERE THE STRUCTURE WILL BE
f zt-w rx CONLrun LOCATED IN A PROTECTED AREA AND NOT SUBJECT
VJPI OM TYrIC� r osa~rAw GATE VAM R l TO TRAFFIC- ' z • C.L WtMOLE COVERS
DXM>1L111111 T POET �*'� praftAuLle SCALED 5.INSIDE DIMENSIONS MAY VARY TO SUIT CAPACITY z z � f } ; ;� ARE
rv"o B i ATFRTrCayets OE
6 FINISH GRADE TO SUIT FIELD LOCATION AND z � � I � � � IROTI�xs I�RCII-3ooq
CONDITIONS. • C9 .V ..,. • y "'JAL
F e •.•- IP ITYPI =pI
CONCAEfD fA3rr • COVER MINIM A1M T. STRUCTURE SHALL NOT BE SUBJECT TO PONDI�s. � ~ ¢ „
y Alm,
f F /RtCLTr COW SfM
SULtT >AAf T![[ ilTf♦_!t1' >•LAf1 /OR • -' =tV = i ! �� AC"PrlrV ALff* Lwr
- IaGN wAifR ALARM VLrV.J LAD-"TIpM [ Iht1/. CL[V• - As A.rI►opw ar rrlr
Er CONC.
L" PUMP 'ar tLEY. 33AP T�Rlw>ri GASKET�V 3 ISN !' MIN --A1 OWCAT AvwrAR
.+.4r11 t SECTION
LZAD Kw 'or Div. A&_ r >to[ ��
3000 rs GROUT
�'1 TYPICAL GREASE TRAP .0- -�so.
LGD KW roFF- DLt1r. � #' ElfTiI:I+IQED BASE - tuns aw il.AOt -
>trraes 'r -�•
FLOOR E4L V Mn IilaArr salrvss -
- r t-r Iw+ r0pOL1TMC Co�1pIE1'D BASE •'
U • � o Q o p. Cow_ Aw
PACE Or
CUR! COIPACM ABC .
' M7 fTOFL a emu WWMR PUwS Aso VOLTSaL ar+s powuml STOW rrt Arnw r .; -r _ . • . .... - ... .
J%.. A. a.
- MAIL PIWC'1A_ Asa llrN �. ��C
3■RAO
LIFT STATION CROSS SECTION l-o'
. ` '- Y
SECTION A - A SEWER MANHOLE
_ SANITARY
S GUM
LIr1GTI0Nft PER 24" CLIP B AND _
GUTTER CLEANOUT DETAIL
f ~ COMPACTED SUSGRAM ILT.
a
rrp
am, it R, wr •aL w Ss It'w m e mww s*Asc
r sat a0 PMt dscwulsE a� w a Id AMIMS AM am NNW r •• low is1b >taIEOI es.w.wCORICAL
\ PIPES tTYPICALI aLwnw No" al a[ POWA M MIS LPT in avumm SODS[. [ s/LEM'ii�JC
r ADAPTER TO T PVC UN 21 M 3/S
I 00 PSI ITri1CAL1
a' INS. SWITCH
t00%,
I Lf
' /n aewesMeo v..r 1
0' 6" THICKU-SS r �.
O-AY-40.00 /6x6xIOxIO WIRE MESH CONCRETE
I ASN'lYALr PAt+NfE/Vr • Ms[ calAlsF
CO CULT SEALr+i
W RE01/1[D1" j
CONCRETE FLUME DETAIL
SIDEWALK DETA I L
N.T.S.
2"ASPHALT SURFACE COURSE(TYPE I-21 -
8"COMPACTED STONE BASE (ABC STONE) = OEwEY BROS CH-8t-26 HEAVY GRATE TYMAL I
L-I F•T STATION INTERIOR P L_ A N VIEW COMPACTED SUBGRADE WEIR SPECS)
I
+' * PROVDE 0000 CONTWMX WATT3nWt40 VOLTS PO!lTAaLE GElERATORe-IONDA OR APPROVED EQUAL)
XND PROVIDE CONTROL PANEL MOWI ATIOW AS 1EEDED TO ALLOW CONVECTION TO AND OPERATION OF LIFT '
STATM" BY STAND IFT SEWRATORR
GENERATOR 6 TO rE A PORTABLE TYPE GENERATORI WHICH CAN BE MANUALLY C)#MCTED AND DOCONIECTSO
TO THE CONTROL PANEL TO RUN THE PUNS N AN EMERC£NCY STUATIOPL ,
Pw REMOVAL
MAT TG! OBE All MAKE TUBED 9V fQ LLnAY PRODUCTS OR APPROVER EQUAL
NOT1� . PRO'ViDE ST�Ll�6Y AERATION wM CONTROL PANEL
ws PEA NOTE T" SHEET
NOTE< . SEE IJTiiTY Pow LrT S'TwTSION OII�rTwTaw - To �'""'� °""'r STANDARD ASPHALT PAVING � _
NOTE.` PROVKM (10 M XMM CE" CHATTE OX a
AUTOMATIC EIAi.lNG RE1wA0Td
SYSTEM OR EouNA LIFT STATION TOP VIEW ASPHALT PAVEIVIEIVTS
DSIFEYownCWEQUIL INSIDE PROJECT
. GH-8N Y000
Ff
LiiRd /NLE7 1 fRAi1YE 1
TAP G1F CLAW .
a I PAV£AfEWr Tar GIR CYP WALK r—wISTAU- 1uN"mz wn a cwm
E =1 iUTTER ELEK R 4364 MODEL NMAm OR 9MIAL,
POW- RACKI"p
*#ffIAL SACKPILL ;: OR eN?PCX
COLIPAGTIfO IN •- 1, :_ YAfOMff
LAYERS WAX) AS
SPECIfNL •±
s SPRWOLINIE
- 4A- o •,urK
Nv. 6T �TolwE PIPE DIA'! 1
wCMK WELL UNDER N'~rS
BOTTOIM OF PIPE - -
f' PIPE O.D. S- I tN. SIDE CLEARANCE 1
12- MAX. SIDE CLEARANCE
CLASS "B" BEDDING
REO'D FOR ALL TRUSS PIPE ♦ -4F S &4" 0 1120 CC Sw J.
III PVC SEWER PIPE SDR-SJ
a PVC RIBBED SEWER PIPE CATCH BASIN DETAIL
Air
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LM 12 0-C. GRA4
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JUNCTION BOX DETAIL _
YARD INLET DETAIL
SOM PSI
Nam. SL"
ML VE AW
VALVE BOX DETA I L
N.T.S. ( GATE VALVE)
2"wLvwzW Awal mod41. semm
rr Exit { a *-„r� ,- ac JL UK Ua 11WftMW - -
QI
Alsz i �i i T TEE IC _
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. BA1N. 34.00
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r PvO 1 " S 0% Mv. SI OO ` in 2.3-PYC ISI um AT Pwror m aril
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TO c.cTII covElllw our L;r Irr aAS I N.
son n ao11c : 110611IN MMY nam MA V, 2s.30 -
r lien[ AT Stumr
OUTLET DETAIL RETENTION BASINS (CROSS SECTION
EMERGENCY BY-PASS OVERFLOW .SWAL
t
6 25'
r E]rC'f 8YPA39
e1 OVERFLOW 2111 19-E ELEV. . 36.00
��TOr ELEV. s'16.00 ELEV. a 33.00 .
Ir
— IT PI
MP IMP . t'r
DEL .ILI'
USE FLM CLOTH NWATH Fr W n*t"
(OUTLET DETAIL PLAN VIEW)
s,M sl.�
NOW
2'sky l.zmNew Q,arKm S
r1Llm R�Ei[Ali
rOPLET OW Ar SAMI
ar IBM OUTLET 1 "[ S 0% � 2:;?'LONa 6"VANIZZ a ff" Ahm WRIT
MAaErAar CLO'TIs COVEa AT SASIIL
1 - '
1'+M1ty GlYM1[iCD'A�Ir�S-�UI1E0
N 11A; EXRy6Q1 AZISft WbCPM -
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LAOr
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so rNrELAD" n�
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FIRE HYDRANT INSTALLATIO DETAIL
STLxvM SO4 STtiitx3} 9DI�
ECTtoft
THRUST
OF TT OFdF THR �w
4: � •
900 BEND TEE 45 • BQVD
`4
UNDlSTLMSED p
L ALL BENDS AM TEES SHALT. HAVE CONCAM =L , • 1
YHRUST BUXAING. 3= *SI c& T
2 CONCFtM SKkL DE 3= PSI, %a rU ldum THRUST DOCKING s.`
i CMCFW H SH&L WYj CWTACT NXTS OR FLANGES
OF wELMANIC+AL JU MT FITTINGS. a ..' •• ��
MPE FRYING a
4.O(Y RA RA
EDCKING ISOMETRIC
5.00' RAMS �
5.00' RADIUS
Tr
t .93' tihh6 -
9317 FT2 ® ELEVATION 31.00
RETENTION POND PERMAN=NT POOL DIMENSIONS
.. NTS -- —
AAlb,
�
OIE�-
DkA
D.AUST
CHECKED BY
L.G. TOW
DATE _
09-27-96
REVISIONS
12-19-96
02-19-97
4
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Sheet 100f
1