SW8970719_APPROVED PLANS_20050818

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Ck-10-11`1
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-00S 01K 18
YYYYMMDD

0
rr
z
0
0 V)
V) z
LLJ <
-0
W
aj z
0 0 0
pl�- CE
(D <
LLJ ® oCIS
c)
TEMPORARY 0
GRAVELLED 0 m
SSMH t 1 -- CONSTRUCTION 06 :D CC
=.q V)
INV. �3.00 ENTRANCE L I CD 71
((3FFnFTAJt
SVVALE SECT10N
JERRY W. DANFORD
N.T.S. B ♦ Q Q z
50'R
373/698
REPUTED OWNER SSMH # 2
INV. 34.0b Lij
C) :2
41.
I If 0
-IIIIII'o
8" PLUG O
won
SWALE (SEE DETAIL) 811 SS
91 X11-X 811 TEE
39,
WITH &'GATE
SSMH # 3 VALVES
INV, = 315
LLT
LINE CHANNEL WITH POET
RP RAP ON FILTER co
V;1
TOP 315 cm
4.
RETEN-nON PO FABRIC 8" SS TRACT A STONE CHECK DAM
7 ACRES COTTEN E
FLOOD POOL = 311 SSMH # 4 TBM 2 c)
9-0 IN UTILITY POLE 0,0
NORMAL POOL 29.0 INV. 29.9 �—:fw @ 0) 0�
ELEV. - 49.81
BOTTOM 215 SWALE 13" uj I I
bj n N,
8u rI
A
18.6 FIRE HYDRANT---
111.E�8.6 A
0 0) 0)
STONE CHECK DAM,- b
INSTALL NEW 8 ii z Lj
(TYP) ox
HDPE PIPE Q - TCAR PRING <
A -j
WATERMAIN IN EXISTING
r 12 3/1 STEEL
32.
LIFT- N\ CASING PIPE, PVC ?Ip IF
STATION 19.2 TRACT 1B STONE CHECK DAM TRANSITK)N TO 8 Ii (3
(SEE DETAIL) 55 8" WATERLINE WITH BLOCKING AND z
QRAJNAGE/ACCESS 2.50 ACRES RESTRAINT PER X 4
EASEMENT 111
pA A 1 :1 1 f -,,
29 DRAINAGE MANUFACTUREFro L
985 EASEMENT RECOMMEND (0
A
TEMPORARY LINE CHANNEL WITHcs3A LLJ
SILT RIP RAP ON FILTER Li
FENCE FABRICS -STONE CHECK DAM
FIRE HYDRANTz
TRACT ri
0
7.29 ACRES z
STONE dHECK DAM
LI
4 910
SANITARY
IN, IN N 1- 0
SEWER IN N B
8" PVC z
FORCEMAIN
1 / WATERLINE 4
z
SWALE "13) STONE CHECK DAM 0
STONE CHECK DAM A 41
OUTLET CONNECT NEW 8" WATERMAIN �111
STRUCTURE TO EXISTING 6'WATERMAIN.
L
(SEE DETAIL) F 1, 1 1 FIRE FIELD VERIFY LOCATION. ki i
\—POND SPOIL AREA EXISTING 8" PVC FORCEMAIN INSTALL NEW 8" GATE VALVE
HYDRANT-­\.,�
IF NO OTHER VALVE EXISTIS, ',,, , Is,
i I I " / APPROVED
CMP --- --- NORTH CAROLINA ENVIRONMWAL N, I ;ill.
MANAGEMENT MANAGEMENT COMMISSION N,,' is
14
STONE -CHECK DAM- JR DIVISION OF WATER QUALITY
FP 1,A PR E
- )v--
"ATE Nr
Sl
rb 20LF 8?` PVC R
PIPE AND 8" END PLUGv ��k
UTILITY
v
EASEMENT DO
STONE CHECK DAM
Imo—DRAINAGE/ACCESS EASEMENT
, - ;" ',_ __ _ /
F STANLEY III
REPUTED OWNER
130/88
/ I j 1 4" CHECK VALVE
IN BOX
CONNECT TO EXISTING
8` PVC FORCEMAIN
PER TOWN OF
�SHALLOTTE
:STANDARDS
-(q
N97091
NOTE
c: 6TOma JPN
FIBER OPTIC PHONE LINES C:�. r—
RMWATEI RAND PHONE CABLES ARE a) mm KI-D
E C E I V E BURIED IN THE SHOULDERS ri
AUG 0 81997 -;o
OF MULBERRY ROAD, -;o DAM 7/a/97
0 ""Iloilo
PROJ III `Ik CA
D fft-jI;o
g #I
;
o
[ANO KNOWN WETLANDS
IN THE PROJECT AREA 119" 9.1
/ SITE [--LAN
AUG 61997
INVERT = 26.0
lux 16 x is
RIP RAP ENERGY DISSIPATOR
F.,-, m 7:
IN
p
SCALE: 1" = 60' DATE PP-tNTFD I C I

LIFT
STATION
(SEE DETAIL)
I
\ 00
73
40
38
36
34
32
30
28
26
24
22
I LIFT
STATION
(SEE DETAL)
a
40
38
36
34
32
30
28
26
24
22
AIR4fLEASE i r wI
CONNECT TO EXISTING a PVC MAN-IOLE SILT
8" PVC FORCEMAIN SANITARY FENCE
PER TOWN OF I N
SHALIOTTE
BOB
71RAGT Ti
29 ACRES
29
SCALE ; PROFILE
HORIZONTAL 1" = 50'
VERTICAL = 1" = 5'
SSMH i 4
SWALE (SEE DETAIL)
COVERgRTVPFTOMBE FLUSH PAVED OTHER CAST IRON M. H. COVER
WITH
PNRAE WTSAY2EWAASKS OR /\ MARKED "SEWER"
MANHOLE FRAME & COVER /
)NCRETE COLLAR �IBIBI
— - PRECAST CONC. MANHOLE
MH STE DOT APPROVED
AIR RELEASED VALVE
APCO #400
2" VALVE
GATE - 4X2 TEE
VALVE I i 6" FORCEMAIN
-. -.- - - - Vc CRUSHED STONE
SEE MANHOLE FOR DETAILS
NOT SHOWN
AIR RELEASE MANHOLE
IM
W
Z Y
0LIJ
to
2 N J Q
ZO
N O LL
Q 0
0
© � O CE
Q
z > U
J Q cm 2
U C0
cr- J Z
0<c5
LLI
uj L O
uu0
cry U U
m�Z
Q U cr
co >— m
\J � v
In o
�m
� rnrn
W I
V) U 7
W z O O
`^)J\ Of
Z bj
z
N � O
0T
CU
SSMH # 2 rlAZ—
Saw # 1 O Q
LLj
44
��
lIIIIII
IIIIIII
�IlIlu
IIIIII�
IIIII
��
II
III
II
97091
ma JPN
DRA% KFD
DATE 7/8/97
ri
SCALE ; PROFILE
HORIZONTAL 1" = 50'
VERTICAL = 1" = 5'
PR-1

4' DISCHARGE PIPE m
3" TYPE 1-1 (NCDOn
ALLOW aTrsDE SPACE N
6' ABC STONE (NC n EXCAVATION TO CEMENT D GCH
30' UTILITY EASEMENT PIPE N POSITION ELEC. NOTES a SPECS EROSION CONTROL NARRATIVE AND NOTES
CHECK VALVE F REQD BY L SYSTEM GROUND 108 CU,1/2" C. W/ 3/4' CU
°ODE, S� BY CLAD DRIVEN GROUND ROD TSIDE TEMPORARY EROSION CONTROL A NARRATIVE; THE PROECT SIZE CONTAINS & ACRES OF LAND Y
LOCATIONAT COW. a' PANEL qQSERVICE A 3'`PFL o NEMM ax ENci GRASSING DETAIL LOAMY TOPPS �nw FROM � To lose a x
NOTE: PAVEMENT SECTION 5' X B MN CONCRETE W/ LOCKABLE DOOR N O0B APPROXIMATELY 56 ACRES WLL BE GRADED TO ALLOW
ACCESS WAY MAY VARY DEPENDING UPON VAULT W/ HALIDAY CONSTRUCTION OF A COMMERCIAL SUBDIVISION v V) Q
FIELD CONDITIONS. CONTRACTOR N
10' 10' 10 SHALL COORDINATE w/ OWNER `�42 HATCH CIRCUITS W,, 75A BIQW4, W/GRNDICONTR CAB. 1 CHSEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER WITH PAVED ACCESS. THE RUNOFF FROM THE w O
z Z
AND GEOTECHNICAL ENGINEER 1-P, 20A BKR2M WIGRND, RiECPT. ADVERSE SOX.. CONDITIONS, IF AVAILABLE 0
NGI
PUM Ps -f, 20A BK R2rIZ W/GRNO, ALARM 2 RIP TFE ENTIRE AREA TO A 6 INCH DEPTH SITE S ESTIMATED I�SING THE RATIONAL METHOD, YEAR DESIGN rn o —
STANDARD 1-P, 20A BKR SPARE STORM AND RAINFALL DATA FOR THE AREA CONSTRUCTION S
3 REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES a�i Q
REASONABL31 SLOPE PAVEMENT SECTION THE F CEPTJB MTD ON SIDE OF POWER PANEL 4. APPLY GRIgLT�URALL LTH IME AN FERTLRER UNIFORMLY AND MIX WITH SOL. OBTAINED
QED To BEGIN As SOON As ALL PERMITS AND APPROVALS ARE 0 Z c
NB OR AS REMSEE BELOW) 0)
, W/ WATER PROOF COVER `5. CONTINUE TILLAGE I NTL A WELL PULVERIZED, FIRM, REASONABLY UNIFORMO rr
TANK SEED BED IS PREPARED 4-6 INCHES DEEP. B EROSION CONTROL MEASURES TEMPORARY MEASURES TO MVSUF;E
PROPO O CONNECTING
G� FITTINGSSTA-C AS ALL 6 SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. ® v J Q
SEWER EASEMENT CONNECTIq TO UFT bTA-0AS TKRFiT TEMPORARY SILTFENCES,
MOVEMENT
GRAVELED
CONSTRUCTION
¢ \
7. MULCH MMEDIATLIY AFTER SEEDING AND ANCHOR MULCH. a
8 INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING ENTRANCES, CONTROL DEVICES AROUND STORIMWATER NETS AND
AOCESS PROAIDE NERMA 4X CONTROL PANEL W/ FICA SWITCH WITHIN THE PLANTING SEASON IF POSSIBLE. F GRASS STAND SHOULD BE Q
HATCH, MI.OUPLD(Efri, STAGGER START, VISUAL HIGH OVER 6U% DAMAGED, HE+bIABLISH FULLUWXVG OHLiNAL UWE, FEHFUZER UUILLIS, ANU HUFFEH AHLAS. I'LHMANENI MLASUHLS N A_UUE A rY1
SWALE SECTION A -A 3M48' W/ WATER ALARM 6 90 Cb AUDIBLE 99% HORN AND SEEDING RATES. PEHMANlENT STAND OF GRASS ON DISTURBED AREAS SPECIFIC m L1-1
NIB BLCO AG}6AV. NOTE THE CONTRACTOR SHALL VERIFY AVAILABLE 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
elf OR APPROVED POWEF, VOLTAGIE, EM PRIOR TO OFDE KI FERTLIZATION AFTER PERMANENT COVER IS ESTABLISHED. MIEA RES AND DIRECTION TO THE CONTRACTOR ARE NOTED ON THE
*APPLY' AGRICU.TLFWL LIMESTONE - 2000 LBS/ACRE PLANS.
50' R/W ECILIAt 1B0d, 4' PVC VENT S 8 AD,AIST CIRCUITS AS ffi=WARC FERTILIZER 10-10-10 - 1000 LBS/ACRE
2" NCDOT 1-2 ASPHALT W/ GALV. SCREEN APPRO✓AL. ALL INM PER CURRENT NEC, MULCH - 2 TONS (APPROX BO BALES) SMALL GRAN STRAW/ACRE O EROSION CONTROL NOTES
If DIA ANCHOR - TACK w/ UQ10 ASPHALT 0 400 CALIACRE OR _ Z
\ m4MY PLAN EMULSIFIED ASPHALT 0 400 GAL/ACRE
12' 12' SFFFXN(;SY`J-IFfxYF 1 INSTALL EROSION CONTROL MEASUPES BET-0fE BEGINNING Q
VENT _.. _ .
ALARM LK3FIf, MAY ROTATE 90d INCREMENTS SEEDING SCHEDULE
CONSTRUCTION OR AS SOON THERE*U AS POSSIBLE U
2% 2% —CONTROL PANftfBMA 4X D9IE PRODUCT BE7F
lIAI _� — CONDUr= AUG 15 - NOV 1 TAU. FESCUE 30 LBS/ACRE 2 GRADE THE SITE SO THAT ALL RUNOFF MIST PASS THROUGH THE
HATCH
1 c 1 oDFAaE 4t� 5 HANDLE — FRAMIE.UNISTFIJT�HEAVY DUTY, HOT DP GALV, MAR 1 JUN 30 PENSACOLA BAHAIGFRASS 6(1 LBS/ACRE BUFFERS BEFORE lFiW1NG THE SITE G
NOV 1- MAR 1 RYE (GRAIN 120 LBS/ACRE SLT FENCES, RETENTION POND OR THROUGH DUSTING VEGETATIVE LIJ —
R AA
FRAAAE 30' BURY 12' DW CONIC ENCASE _
3 GRADE MIN.
DRAIN . 6" ABC (MAX) UO 2��� KOBE(4r = LESPEDZA 90 LBS/ACRE
(MAX) LIFT OIJf BFRACE AS FREOD, NOT COMMOIERIHAIM)ADA GRASS 50 tBS/ACRE 3 NIO CUT OR FILL SLOPES SWILL EXCEEDA SIDE SLOPE OF 1
COMPACTED SUBGRADE
o of TEMPORARY GRAVELLED RAIL SM TO °f� V ,ILLY i - AUG 15 COMMON L3ERMIUDA GRASS 6o LJ3S/ACRE VERTICAL TO 3IRORZONTAL w 0
2 CONSTRUCTION ENTRANCE �'�`� OR USE `F"LLED' 4 ALL DISTURBED AREAS SHALL BE GRASSED WTIHN 30 DAYS OF LLI U
TYPICAL STREET CROSS-SECTION B-BoPTICK BOYNAL oLTr BROWNroP MLLET za EBS/ACRE DST){ IN ACCORDANCE WITH THE SCHEDULE ON THIS = coL
Nis MYERS
Q1 PVC ALL DISTUN;BED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE PLAN V)
SYSTEM COMPLETION OF GRADING G C
BRACES CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE FOR 5 ALL EROSION SWILL BE CONTROLLED NaUDW SIDE SLOPES ` ���
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION BEFORE THE PROECT IS COMiPLEiEDT. � Q U
4' FM B E SHT. CI OF DENUDED AREAS.. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO Q J
A PUMP DIS FOR CONTINUATION WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBIF. 6 MORE STRINGENT MEASURES SWILL BE USED TO HALT EROSION L
s ,q { 4' TEE F THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE
MT Q.ASS B TOP OF BANK
LI� EL 28A 3 t , (?a 4' GATE VALVE ON VAULT) SWILL
7. NO SILT BE ALLOWED TO LEAVE THE PROJECT ME Q
ON O NrROL 315 MN 2 • 0 4' CHECH VALVE ON VAULT)
6' WIDE STOLE VEGETATED SHELF3 8 MAINTAIN ALL MEAsLF ES UNTIL. THE PROJECT isCOMPLETE
® 6SLOPE 1 Ft 1 i3 81
6DA � VL REMOVE ACCUI.LLATED SILT AS NEEDED TO KEEP THEM
FLOOD POOL 311
AM
A Q 22D FUNCTIONING PROPERLY 1 V U 1 U) Q
NCDOT CLASS A OR B 9. REMOVE TEMPORARY MEASURES" COMPILE ION OF PROJECT `J r 0) m
NORMAL FOOL 29.0 EROSION CONTROL
STONE g-0' 8-0' LIFT OUT RAIL EILOCWNG DIMENSIONS ALL ECT CLOSE MEASURES WILL BE WTll ESTABLISHED BEFORE w rO "1
3 SYSTEMPROECT CLOSE -CUT. C) M M
—J 1 INV. 315 4' TO 6' X57 W ® ALARM LEVEL.
A4YEiS 4V1{ 75 FP, 8' z
I I 6 SWALE BOTTOM STONE oN UPSTREAM�n
BOTTOM 215 -i1aq FOREBAY FACE �, �, SECTION IMPELLER 1150 RPM PIPE SIZE AO © © vU Y z
BOTTOM ELEV. = 215 ALTER TURN ON LEVEL, TWO PUMPS o
FABPoC 2Q TURN ON LEVEL. ONE PUMP IP TO 10' 4'-0' 20 1-0' � Z w
FOREBAY SECTION SECTION A o Tug ors �a LIFT STATION 7 TO W e-0' *0' g-0' � � 3 � �
NTS STONE CHECK DAM VTO24'
fm
VARIES TV 14 U
NCDOT BYE z Q a aR�E Z
EROSION CONTROL ea
STONE sTT& OR woo0 POST MORI
VA'E FABRIC NEE BCi®1 mOCX NET Q O � i
... -_..\ -- FILTER FABRIC ° Sam y �
Fei et2 a
A --/HIBYMIE'N� �
._ SECTION - R�IJ.1C 5' VARIES -SEE PUN FOR ROUTE 5' W
A 0 PLAN - BEND 18" 'A" MOTH ! LOGTDN
\ ANCHOR FABRIC SOU MN N R/IY VIES. SEE PINT-PROFRE Z
{g� � FOR NIMTNLIL IOGTMIN. r ^
t7 a AS OFIB:TED BY EMiF�i ®
+" GAVEL FL79i
WiE eF1r�A orG BLAtIc Tr r1o
DL slEa EASE OWNED sraE WATER WM a W
NOTES: GRM& MI.� w C Boom T BE NM c�iawD
1 FENCE FABRIC SHALL BE A ON. OF 32' IN WIDTH AND VINE SCAB ED VVA7ER
SHALL HAVE A MN OF SIX LINE WIRES VMTH 12' STAY R,7e� VAATER VM1ER 7t7
Z
SPACING R� WA Will �� ws®Lert — PLAN - TEE SECTION - BEND 6 TEE `�JvJ/J �
SEE SITE RAN STONE SS I 2 FABRIC BE FOR FRONTON CONTROL AND MN OF rVB®6BAT Fa FaFa PIPE FLOR OW SHALL BE FASTIENED
ADEQUATELY TO THE wIRE FABPoC As DIRECTID BY THE s�.an CONCRETE BLOCKING DETAILS TYPICAL PIPE CASING DETAIL
ENGINEERg�,gR DIFOP NEi rREMTE3 STEEL POST SHALL BE 6-0' N HEIGHT AND BE OF THE VwE NEf NITS Z
stun 0
SEE SIZE PION SELF FASTENER STEEL ANGLE TYPE V U
SECTION A - A NIRAFI 600X FlLTER FABRIC 4. WOOD POST SHALL BE A MN OF 6' IN HEIGHT AND 3' � �'AT�+ sic APwI'wT1CN
TO 4' IN DIAMETER. WIRE FABF IC SHALL BE FASTENED THE FER10D OF NET FROIBOTON 0 THIS METHOD OF NET PROTECTION B
OR APPROVED E%k TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE AFRCABIE VASE HEAW RDWS ARE APAADABLE AT oiq NEIS WHERE AN OR O7FFA
1 1/2' LONG B BCTED AND WOE AN 00FLON OdFfLOW CARQM B N BOSS (TI TO &WAS
OAAA ITY 0 NBD BBMM TO PFEWW PREVENT SCEBM PO NO N RFOW
'D'E � tXf7AC "° SIOE lWl. E HOD UNA RARD BD 3&7D11 Mal
TEMPORARY SILT FENCE °a®eME T>drau AaaAD srtucnlE OF s x Yr rasE NomBs
pm
EROSION CONTROL AROUND INLETS S4 V?�
ENERGY DISSIPATOR NiB FA�,nuE -a
N15 HYDRANT TO -
FWYE BRIAR u
Sft•'IO OR e
a o WOND YLATETi ON OOYBL II3AONABIE MH
.
(r"-IF-- ITtI O O W
O O ••
O o
O o I WIRY LIE RIDE 11 WTH wbmmi TOP
sm AIR RTNG & COVER AID (RATE 0 0 7rL"IALWBox R.QI 1�wE� 4W DLAMETI STD97091
NCOOT HOODED FRN.E o o - .. ._ "--
NOT MN WB:iifS PIECAST r FM RlG ROE AHD WA o o1 CCITT Y lBE F1Rp( NIM IM7C W( COUISE Om 120lBS >7LES
2 (YJFITFNCTOR ANY USE CCCENIRC AOi LINESf,�! ,RSTBS 0 7 OC 8' M c��i 058. .PIN
wiirnarvuiB! N "' 8' MN WALL
gg��gg
RAN PLANFOR B' DIA BARIB DRVML KFD
HFT PIAk M STEEL fEBAR OALV. OR ASHWLT COATED OIWI
RLME IVD TAGM E DED AT C OC. EACH WAY LADlh�yr T WA MIYVAR/ N ET ��®F 'f N TOP OF EARN Tom'
Wr MAR SEAL p W Np t plO M& AND WALElow,
� � DATE %/Z/9�
ATTACH SCFi$d VNITf
FW Oro ANTE mm=lkUALA LY LAU 6 VRIX& NOT) CONCRETE PAD � .•`SH CAR '••
- rtP rx300FD B191 -YI aF11C. G•Lv. A ,��REa� 9x9x9 '< 441
dai CONIC ABF JIM LOt pF6 ENO NSA lAfMET��A.Ms CREEN 2-0UCRE ROFF PPE
CAIRCE
oo°_000_�oPR REQM ON AOWcHD WE 61pr
3V?LDMETPPE
Mn B1AIILr
0.
W• Dooo0R. ooo0 o°o°
IIpJV�ppL y FORA ION W ROA FIRE gR3BIEf � HYDRANTS
SHALL BE: \
CFNNI
WNW 275 COAPAGIED SLBCiTADE OR 8' FiIIiBBi C34SIEf �i 'y
b •M - i b t R atMR
sm sm OR r MOTION SECTION ELEVATION
STONE ELEVATION 3� Y °••.,,�1 L L I P NO�
Iligau NOTES i �TI
- 3s MN 3'-13Ir MH NOTE: VAFI/" STiEJCCCIR1aY ��TOACA000CMOCXXTE BASIN SM PLY V� NONESSENTIALO E•SIONS, GUIDELINES FOR
- TO ACOOMOIV7W
DETENTION BASIN STANDARD HYDRANT 48" 0 STANDARD MANHOLE
CATCH BASIN DETAIL CURB INLET DETAIL OUTLET STRUCTURE Cj 2
STORM DRAIN MANHOLE DETAIL "TE
— -77-- --

—I —I II
O*III � j I—' I
�� � 1
SrrE-- -, I w Y
-� I I=_ __—III— I 2 0 N
TEMPORARY I N Y
GRAVELLED 1 As
SSMH # 1 CONSTRUCTION I \ „\ QS w Z
INV. = 38.00 ENTRANCE `-Yy o
(SEE DETAIL) II
' SWALE SECTION N
"B" cq
us rwy 17 sHaloTTE JERRY W, DANFORD h
I i \ \
REPUTED OWNER N.T.S. ' .'�' N a
' 373/698 �- ,
SSMH # 2 �i"/' _
1191 INV. = 34.00
1147 /"�o
� 42 ••,•
rl
4110 as I }�
'��9g1'63 ::�.:`••''• '' 8" PLUG \%
woo
•
AD womw
SWALE (SEE DETAIL) 8" SS ��' •.•••••"�• 8" X $='X 8" TEE
VICINITY MAP NTS - 4. 39.0 ,A1// , WP+T 8" GATE
44�^ _ _y ,
��/ ...-_- ••• 'VALVES
SSMH # 3 �� .�•• '" --'
INV. = 31.52g• - �•••�•• Aa %
_ •41
,
.00
LINE CHANNEL WITH A III ='��•.••••��• ; " i' ,, 45' �./ ( PosT
35.0
RIP RAP ON FILTER '-��•..••'� -----' / ; �' �.�'
RETENTION POND FABRIC 8.. SS _ .'"' , ''' -'' TRACT 1A STONE'cHEcK'DAM, ,a6
TOP = 31.5 /'' ' - -'\ \� ' ; 4.77 ACRES i / J- %/ //T
��-•. _ _ y% '"/ / TBM- GOTTEN SPI
FLOOD POOL = 31.1 SSMH # 4 - 335 \ ; i / % �' '/'' '�� IN UTILITY POLE
NORMAL POOL = 29.0 INV. = 29.9 �� A I'\ \ ___-- ; A,'= / �/
�_ \------------- : " ELEV. - 49.81 v
BOTTOM = 21.5 /
�/ \ hSWAL� =8'
Co
8„ SS 34��� - \ EXISTING
_ 33.0 /
18,F) II' \ X` FIR HYDRANT
i
I 111.E STONE CHECK DAM -- '/+ / '' %% INSTALL NEW 8" v
I G 04.26/� _ % '' \ \ (TYP.) �� 011 -� .�'� HDPE PIPE
' / WATERMAIN IN EXISTING
12 3/4" I.D. STEEL
CASING PIPE.
32,
LIFTSTATION 192 1 to ; \,' TRACT 1B (��� ,�� ---EXISTING y'/'y /� STONE CHECK DAM TRANSITION TO 8" PVC
a
f o r" �(� \�� - 8" WATERLINE -�-may / WITH BLOCKING ANDa�
(SEE DETAIL) 1 w `QRAINAGE/ACCESS ; �, '"2.50 ACRES \ /' %.. / /'i / Ir x 4 IL
1 EASEMENT `a �(, \ / RESTRAINT PER POST
1' .
1* \ / �$, �' �/ 26'/DRAINAGE \ /,% / MANUFACTURER'S -
98�I, -----' - '%-'�\ EASEMENT RECOMMENDATIONS /
''
TEMPORARY ^* ! \ LINE CHANNEL WITH
SILT`RIP RAP ON FILTER
` \ --- % i� EXISTING \ ' ice/ / STONE CHECK DAM
FENCE * \ 28 % FAbRIC36------- v' '
TRACT 1C FIRE HYDRANT •' / -FOC'S
29
% ,� 364 ACRES -' FOC
VAULT
1 i �\ \ STONE Cb(ECK DAM / ///// \/\\\ 1 ''
4" PVC 97.�1 I I �\ i7 / / i/ 1 ,' i i �/ '
SANITARY' ' \` \ /' ''/ i / '\\, \ .' -/
SEWER ',\ y� o �\� `` 0.ti/f\�✓ / e^ / / U
1 ? ° �" / / ' 8" PVC
FORCEMAIN 1 ; I\ yS spa+ �'/ / WATERLINE
I 0. /'
33 imam / /-
' If ar-(c:az.00• z5o.E2�. i '
I N,74°53 \
SWALE „B„ i STONE CHECK DAM
OUTLET STONE CHECK DAM / CONNECT NEW 8" WATERMAIN
1
STRUCTURE 1 i _ _-14 a� �J� / / TO EXISTING 6" WATERMAIN.
(SEE DETAIL) I 6 '` - \ / EXISTING^° �- g -i / /'� FIELD VERIFY LOCATION.
FIRE
J IF NO OTHER VALVE EXISTIS.
1; POND SPOIL AREA \\ % HYDRANT -- ."// EXISTING 8" PVC FORCEMAIN -/�' INSTALL NEW 8" GATE VALVE
' TRACT 1D
1 ' z14 ACRES \ % /
/ / 1842.5
1 36" CMP `�S �--. �`, I ,� __ .i / .- INV. 42.54
I ' 35,0 ` _-- PRIVATE DRI\
�r
' STONE-'✓REEK-BAM/
1 34 -------�_ - ✓ / EXISTING , G \ / C(�C
1✓�DRAINA�E/ACCESS------- `.---3T. \/�i/ 8, GATE VALVE, C\\yeP��l �CIaCND
EASEMENT 8" GATE VALVE \ `� ��/ / 20LF 8" PVC S . � y
2" BLOW b // PIPE AND 8" END PLUG. \ P AEU
UTILITY --� 33 _.' Onas- �/ / SNP, \G�p / — — PROPERW LIE WROM NOTE:
min o - 5 IgR'iHCAR111ENVWONMI:NtIM.
2� FIBER OPTIC PHONE LINES
EASEMENT m� i ; ( \ // STONE CHECK DAM /� m"GEMFMIM MISSION AND PHONE CABLES ARE
/\ DMS10N C wAr� QUAt,IiY
�I i O BURIED IN THE SHOULDERS
J. E. STANLEY `;r '' 32 \` ��`/, a% �,,�oorrrauR
/ - SEf - ZC)b3 OF MULBERRY ROAD.
REPUTED OWNER I ! I "
I' 4 CHECK VALVE // EXTENDS WATERLINE
130/88 _ IN BOX f'� �__ -- , / - - -� S" RECEIVED
-, - _CENTE_
� �j RiGH -
9
CONNECT TO EXISTING j i i � ,_^� SPOT ELEVATION DEC 0 3 2002
I ' - Jp . 30 / DW f/
8" PVC FORCEMAIN n 2
PER TOWN OF I i i�� '° / PBOJ # S�A1 d'U�I
SHALLOTTE
STANDARDS
INVERT = 26.0
/ DATE PRINTED
10U E C 0 2 2002
• ' X 15' X 1.5
RIP RAP ENERGY DISSIPATOR
/ ANDREW AND KUSKE
THERE ARE NO WETLANDS ON THIS SITE
SCALE: 1" = 60'
0 60 120 180
0
Cn
0
00
r0r^
Vi
J
QZ
oo
IIr cc
W
Z 20
O f—
U cC
cr. mo
Lu 2 Z
Q J
U
0
CC
'O'^^ W 2
VJ --3U)
(Y y
W V1
Z Ld \ W
J
O i<UIL,-j
� rnrn s
W M M rn
�UMM Y
YOrnrn w
MZw c
Z
Iv�Ox 3
rn063a� ;
z
W
W
Z
W Z
W W
LZ
J
c (N
Z
IIIIIII IIIIIII
IIIIIII IIIIIII
IIII��IIIIIIIiI ��
III II
02059
om JPN
as JPN
mm DLL
m 3-27-02
li
C1

TOP = 31.5
FLOOD POOL = 31.1
NORMAL POOL = 29.0
BOTTOM = 21.5
LIFT —
STATION 1S
(SEE DETAIL)
TEMPORARY
SILT
FENCE —
4" PVC
SANITARY
SEWER
FORCEMAIN
OUTLET
STRUCTURE
(SEE DETAIL)
I
I
I
' II '
tI
I.
f
I I
1
1'
UTILITY
EASEMENT
JI ��
I ;
I ;
J. E. STANLEY Pit
REPUTED OWNER
130/88 '� 1
I ;1 I
;I I
;I
•. I
LINE CHANNEL WITH
RIP RAP ON FILTER
FABRIC
SSMH # 4
INV. = 29.9
8" SS--\ K�,02,
♦.woo�
/
-� j
I I, II
Shop �'1=ICI II�11-1I 1
• 1-1 I I_ —) I I 1II
TEMPORARY 1
GRAVELLED 1
SSMH # 1 CONSTRUCTION I
INV. = 38.00 ENTRANCE
SWALE SECTION " B " (SEE DETAIL)
JERRY W. DANF�ORD �
REPUTED OWNER N.T.S. -
36 -•I♦ 1 \
373/698 'ram-°26p0 E ,-----c',11 7
SSMH # 2 /� -- /
INV. = 34.00 • -':%''•r•• / / �wi
r
- 99163 r.::•• -LARRY KEEVER PfkAcT
r•�r
SWALE (SEE DETAIL) • E 699.38'-••/�-.i 62'6 _ _---��o,,•+'•''•r••• /' 2, 0.77,ACRES
8 SS Ng�-Q�� 'r •••r .hL' Y,X9 8» X 5 X B" TEE .... t....; ;
-• . b9 �.�_> ' `��••'J'•r 39. �' � � WVH 8" GATE rL1 ' i `. .
♦••"-- 3a- .7s�•• • ' -"VALVES . �.
SSMH # 3 -../' _ _,r' . — S`r•.�•• .' / R'� ��� ,,� °1 'g" / .� 4 _>
INV. = 31.5 —/�-• - 31_,�••• /�
q - : _ - -- -- ,- - %,' TRACT 1A=1 - - ` .: 45
P 4
35.
8 SS
N• T03�EI �•.a•f`r• - -"- �`'" ; STOiVE CHECK 'DAM "Ik -'' /
•
02 ' b
4.0"0 ACRES
_ q 3 `� / j TBM- COTTEN SPI
-' X ---- �. IN UTILITY POLE
�6/ ELEV. - 49.81 v
SWAL /r '- i �._...... .. -
33. �� - 'TRACT 1 A-2 Ex1SJ�ac
FIRE HYDRANT
STONE CHECK DAM / INSTALL NEW 8" v
(TYP.) HDPE PIPE
WATERMAIN IN EXISTING ` %
a /
p2 12 3/4" I.D. STEEL
>2D CASING PIPE.
' _-'EXISTING % �/' TRANSITION TO 8" PVC r, ,��
TRACT 1B ' ' i / STONE CHECK DAM 'U�KJd
�� 8" WATERLINE �/ BLOCKING AND
`QRAINAGE/ACCESS ; ; 6, ,/-2.50 ACRES ,-' ?5 i WITH AI If x 4 IL
/ RESTRAINT PER POST
EASEMENT / ,,-' \a /' �'� .? " MANUFACTURER'S
' Q �/ ti5' DRAINAGE \ RECOMMENDATIONS.
— l rr ���,'' SWS ! 0-f
---,'' EASEMENT \� ,y
LINE CHANNEL WITH % ,,- rk4 TA
,
RIP RAP ON FILTER ♦ / /
FABRIC --- ,'' EXISTING Y /' STONE CHECK DAM
-TRACT 1C '' `,`' FIRE HYDRANT —� :%'/ %'- /'' 2-FOC'S `
'' %
' 3.64 ACRES FOC
---, -
VAULT �
— STONE Cb(ECK DAM w�
' S g�o112
1 ,
rn��e V ` / g // 8„ PVC
�m /
j�� /.' WATERLINE
ol .SWALE „B» / STONE CHECK DAM ; .. .' ::.:....// /
�5 �.':..' STONE CHECK DAM / CONNECT NEW 8" WATERMAIN
%Lj... ' // TO EXISTING 6" WATERMAIN.
% EXISTING'ti
FIELD VERIFY LOCATION.
FIRE , % \ -� EXISTING 8" PVC FORCEMAIN //' INSTALL NEW 8" GATE VALVE
POND SPOIL AREA J / HYDf�ANT --- --%"! , . [k /
IF NO OTHER VALVE EXISTIS.
/
TRACT 1D � j /.
' ,s 2.14 ACRES , I , , / / ' /
� 18"RCP
36" CMP S 35. --- _ . /i / 1 INV. 42.54
43'R
4 - --- - % S'.'.''....-
DRAINAe /ACCESS -- _--.-......... .'
�..
EASEMENT 8" GATE VALVE ......`':37.R .:.:... '...........
�2� BLOW OT �•` /�
�33
Qa
CONNECT TO EXISTING
I
8" PVC FORCEMAIN f
, I
PER TOWN OF
SHALLOTTE
STANDARDS
,
I
4" CHECK VALVE
IN BOX
/ f � 30
. „0 ,�0 i
ff
INVERT = 26.0
10' X 15' X 1.5'
RIP RAP ENERGY DISSIPATOR
�N0 -/ PRIVATE DRI\
EXISTING
�/
/J -� 8" GATE VALVE, � .(/Q � /- LEGEND INVI1 84,
1� g
20LF 8" PVC ` \ S . `��
/ PIPE AND 8" END PLUG. V • 0P�\O �'o
PROPERTY LINE
NOTE:
STONE CHECK DAM -/� FIBER OPTIC PHONE LINES
/ - AND PHONE CABLES ARE
BURIED IN THE SHOULDERS
\ EXISTING CONTOUR OF MULBERRY ROAD.
EXTEND 8" WATERLINE ' /
CENTERLINE OF SWALE
/ C
SPOT FINISHIGRADE
ON
..MM ROM
9�
/ `w�x>t��+Iu�1YwAi &MRONI4WAL
/ - - MANAGEMENT COMMISSION
DMSION OF WATER GUAM
/
/- l8 ;4h6 - ZCvS
-
-
O
cn
m
CD
J Q
00
Q J
IIIICC
LLl
27 �U
-J O I—
CL U OC
W z
F— a uj
U F—
�O
O �Q
F— LLJ
U)
W
Ld N H
W in
Z i:i \ W
J
O iaci�
J
U
a_
W
�..
E
Z
O
C
W
v
Y
..•
La
O
4
a. Ia
O
W
W
v
Do
W N
co
�c
(,D
Y
Z
YZ
o
Lr
C
IAw
It
w3
y
It
z
Z
0
05129
DE& JPN
am: JPN
DRwN: JFF
DATE: 06/09/05
C1