SW8020406_APPROVED PLANS_20060602

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
El HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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3146.10-2N/F 6-7121 �FQ j'l' 00"\
ROBERT J. & FREDDIE
T. HOBBS
EXISTING
VEGETATED
SWALE
2 7 �--
(VACANT)
15
3146.10-266104
N/F
ROBERT J. & FREDDIE
HOBBS
fill
1 6 TST #1
3146.10- 26- 5128
N/F
MAHMOUND VAHIDE A. •�
HAKIMIOUN r`
W 5:1 VEGETATED '•
2 5 FILTER SWALE •
SDMH NO. 1 .
W RIM 15.25
1 7 INV. 12.35 x
3146-09-26-3282
N/F x
2 �} ROBERT D. & LADONNA j
t M. PHILLIPS � j
Lj
�x
~� 7-
OAK FOREST
ZONED: R15 "
18 �
(SINGLE FAMILY) -
3146.09-26----2266
2 3 N/F j --
MICHAEL S. &
JULIANE MEEKS .•-
` rte-09-01
JACK
MINE0.25"
NOTE
(TH R+
2 2
ig
` 3146.09--26-1342
N/E
WALTER & KATHERINE
ANDERSON
20
3146.09-26-0454
N/F
PAUL CARR
FULGHAM, JR,
1
C2
3146,09-16-9301 \
/ N/F
PETER R. DAVIS
ETUX, ETAL.
INFILTRATION TRENCH
T VTI. TT u.1 u�TI • \,M1 ♦ f M1 M . -1-
sIEPHMS LANE
3146.10--25-6717
N/F
ROBERT J. &
f:RFDDIE T. HOBBS
ZONED: R15
(VACANT)
X -- �
X X�X x - X X-
(1) Designer's Certification
"I hereby certify that this plan has been prepared in
,tccerdanuu wiLli Lhe 10tesL W11mi11gtun �Ldud,IICE, rind
Specifications for Stormwater Management and Chapter 20 of
the Code of Ordi es of he C ty of Wilmington-"
Signature: _ P.E.
Printed Name and Ti e he
ip . Trip ,
Date: 3-Qb'Oz Registra ion Number: 17374
(2) owner's/Developer's certification
"1/We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to
this plan and that the applicable stormwater Management
conditions and requirements of t city of Wilmington, the
State of North Carolina an -Lh Federal Government and its
agencies are hereby pF r of this plan."
Signature: c
Printed NameAro Titl . Christopher Yerkes, Project Manager
Date: r .C Z_
KTSF
-I��C=-X= �(��= �C-=X=
IN -FILTRATION
STRUCTURE # 2
ZONED: R15
(SINGLE FAMILY)
3146-09--25-2418
N /F
WALTER CARNEY
DEVELOPER:
PLANTATION, INC.
P.O. BOX 2473
319-C NORTH FOURTH STREET
WILMINGTON, NC 28402
CONTACT: CHRIS YERKES
PHONE: [phone]
FAX: [phone]
JACK & BORE
MINIMUM 35 LF 16" CASING x
0.25" WALL THICKNESS
NOTE: USE MINIMUM 50 LF 8"
CL 51 D.I.P. WATER MAIN 'x
(THRflI1GH f'_ASTNG)
� f �
REVISIONS
Description By
TE
GREENVILLE
LOOP ROAn
I LOCATION MAP (NTS)
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w SITE DATA
TOTAL ACREAGE 5.66 ACRES •
ZONING R--15
ASPHALT 19,586 SF
CONCRETE 17,461 SF
TOTAL UNITS 16 T �~ CQ
CQ
16 UNITS 0 2,430 SF 38,880 SF
V
BUILDING HEIGHT 28' Z Lic
W °
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R I _i"� C` E I Vrr E I') Z Ov
2002 �
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�Gt%F6Ci4{JJ
PROJW
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LOT COVERAGE - 36.4% ACTUAL, 50% ALLOWED O O p
DENSITY: 2.9 x ACREAGE (U Qy 4
150 2.9 x 5.66 ACRES = 16 UNITS ALLOWED & PROVIDED ,r
U a)
PARKLAND AREA REQUIRED r o
n
(16) 3-BEDROOM HOUSES 0 3.2 PEOPLE PER HOUSE = 51.2 � O � � � �
51.2 x 130.68 SF = 6,690.82 SF OR 0.15 ACRES �? � d,
PARKLAND AREA PROVIDED (�
74,212 SF OR 1.70 ACRES Afl&
IT UKAVLL f I 0 vvm i to
'.TION J J J TEMPORARY GRAVEL TOP 24.37 (1) 8"x8" TAPPING NOTES:PROJECT SHALL COMPLY WITH CITY OF WILMINGTON <:��
EXISTING �� �r CONSTRUCTION SLEEVE 3146.09-15-9564
EXISTING / � �� / ENTRANCE 1 8" TAPPING F CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) TOP 27.04 () N/ CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET. CALL
,j INV 24.24APPROXIMATE VALVE EDWIN T. PULLEN 343-3910 FOR INFORMATION.
LOCAION OF REPLACE EXISTING CURS
EXISTING 8" INLET WITH TRAFFIC 2) IF THE CONTRACTOR DESIRES CITY WATER FOR
EXISTING IRE
HYDRAN WATER BEARING DROP INLET 128.42' DATE P�4iNT CONSTRUCTION (AFTER MAINS HAVE BEEN EXTENDED TO THIS
MATCH FINAL GRADE SITE) HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND
MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACK FLOW
r % (VACANT) �4S FEB 2 8 2002 2 PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER
METER BOX.
D
3) ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHAL
6 3146-09-15-9885 COMPLY WITH THE CITY'S CROSS CONNECTION CONTROL
TIE INTO EXISTING 2g2.80 N/F 3146.09-15-9771 LEGENDREGULATIONS. N
8" WATER THEODORE H. & JOYCE N/F 4)CONTRACTOR SHALL COORDINATE ALLR
UTILITY
A. HEWLETT THEODORE H. HEWLETT -'� EXISTING CONTOUR
(1) 8"x8" TAPPING `"- CROSSINGS TO AVOID INTERFERENCE, WHERE POSSIBLE.
SLEEVE 3146.09-15-9988 ��° PROPOSED SPOT ELEVATION CONTACT ENGINEER PRIOR TO INSTALLATION WITH CONFLICTS.
(1) 8" TAPPING N/F ® 5) CONTRACTOR SHALL COORDINATE WITH CITY PERSONNEL
VALVE 14.28 MICHAEL G. & DROP INLET w/INLI'T PROTECTION FOR ALL WATER AND SEWER TAPS PRIOR TO INSTALLATION.
JENNIFER STOYCOS ZONED: R 1J �---- STORMWATER RUNOI-F DIRECTION ANDCAVOID ACTOR SHALL DISTURBANCE OTECTISHALL
LL PROTECT UTIALL TREES
3146.09-16-9193
N/F (SINGLE FAMILY) CONCRETE AREA 7) NO OPEN HIGHWAY CUTS ALLOWED
JAMES S. SHEPARD 8) PRESERVED TREES TO BE PROTECTED DURING
PARKLAND AREA CONSTRUCTION.
TSB LIMITS OF DISTUREANCE 9�) ALOL RIEQUIREDNTREESESHAOLLBBEPR REMOVED RVED UN SS SITE
FROM THE SITE.
SITE PLAN TSF
1" = 40'-X-X----X- TEMPORARY SILT FENCE FEATURES REQUIRE REMOVAL.
11) PERIMETER TREES WITHIN 20' OF PROPERTY LINE TO BE
PROTECTED.
<<�1111rrrr
A'a<,'�%
S E A L
2574
17,
Ate:
cREGO�`���,
�/1111111 W0\
DATE 02--27-02
DESIGN PGT
DRAWN JEA
C I
SHEET 1 OF 3
01090

3
SITE WORK NOTES
NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING 1• SNEXALK THICKNESS MALL HE dr UNLESS NM OTERELSE
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 2 CONTRACTIOII JDIMTS (C.L) SPACE SAME AS SIDEWALK wsaTH.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS s THICKEN SIDEWALK TD W AT DRIVEWAY& q z rfAffVC-~�'T'n;
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN_ 4. THICJIM N SIDEWMx M B' DI LAST 3' rlE+EIIE IT ABUTS PAVEMENT
DOTH ND CURS. PA2 roc7A7LPL.91G
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 5. 1/2'r E7PANSION JOINT (EA) REQUIRED AT V MAX AT SIDEWALK
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC JIRNCTIOUSA AT SIRUCIURES, AM AS HUM CIO SITE MAL
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. s. PROVIDE A LAYER R �.FELr BETWEEN WALK AND ADJACENT
PAID K OR 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL I JrlfaeLLWA REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.7. I�nNFDar�'/rf>a-T°/t° r'SLr wlt��r
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE cum w MAX SPACING xea�'wn�r cuccvr� 1,fAVVA4F y.
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
Dal 51111111101
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND ''r`rbW
""-P
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS M �.
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE nxlvJmror�ry y 3 s
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF crl>F r✓a Nt��vG�g-, y .. y }
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. MwY.: L L.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ :: `.l .
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH 7u.
APPROPRIATE PERSONNEL. p�/�T eLDa- 3Ei'TJIDV X X
11. EXISTING SURVEYING PERFORMED BY ARNOLD CARSON AND SUPPLIED BY THE OWNER. 1 loam 1/4'e1• DEEP AN
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE ccKry
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER 1/arW TDxI� gSAf�vLIrN azu
PRIOR TO INSTALLATION. a - s�y{nN�.r�ar(x SIZE EznEw"®
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT5�
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. _ _ s ; ? ' • ;'uA r f "
c�Iv vl frPgvr mcL wcsvtc
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER cYWPIAFs KCArrn ar4mrw
AT FINAL GRADE. IlrTE� AN51OV ABC ..)
15. ALL SERVICE CONNECTIONS SHALL N INSTALLED TO MEET ALL LOCAL AND STATE CODES 5 ABC Cl 'O� !�/IGMIANC�"�N
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
In --
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. EVAMON JODU (E..L) OONTRACTUN JODiT C.� p MWj AMsed an as x wwA*V p rssT" of
16, ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING ��Lj/� f%�JQprJ L/1/f� Q/� ��YJ���jr/ All bmr*W swraces to be carrkd to rr4kirbed graod
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS SIDEWALK JOINT DETAILS / UVr// LF r /!►//�/ u v !/ / Iv
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT �/y��
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. " STAMW %JY�T JlR,iA1ANL
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT fm VATFR M4DIitt
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. SEE
GRASSING ACCORDANCE
DETAIL
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS 6O' RIGHT -Of- WAY _Vol
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. --I ;--
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, F5 1T-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 24'
III
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR j"(-
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50. -f _ I SEE SITE PLAN FOR INVERT
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVEI I'-'1
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED. I_ ,_i 12�I
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR •
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE A =-=-= ' ¢ov,
PAID FOR BY THE CONTRACTOR. NTS �lG
TYPICAL GRASS SWALE QJ0
CONSTRUCTION SEQUENCE R%* 18' 3r R%* NTS
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
2.
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
'
T,
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
Rey J¢'BATTER
Go
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTAfrL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
X"BATTER
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
r-
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
AND WAIX
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPERNTS
MOUNTABLE
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
,a
PNzr1,AA DRIW
6.
F I APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
CURB & WALK
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
24 FIRE DEPARTMENT WORKING AREA
ENTERING STORM DAMN PIPING.00,
7•
A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED..00
8.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
r
1 BACK OF CURB
sEC77ory
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
TO BACK OF CURB (
~�ExPAWs7ay.17LVTsfl
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
PL,01791
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
�wllllrilYQ^'
MAINTENANCE REQUIREMENTS
1 CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
3' 10'
dot
! H !
J1���1e 1°rMl
CA&TUiO! METER MR
2'�A' iOL
9r WHITE RPH WIDTH PEIwu
YIDEVALX
�� TYPE •K' SOFT
NM7 PYI CtrlP. TTUP CL1pPER TWJBIlICT
M19M DR EQUAL
O CURB ST13P MUELLER H 1501-2
Kunm HAYS 4005
L F413CWELL 315 SADDLE REa1mtED FOR ® BRASS METER COUPLING MUELLER H 10990
TAPS DE PVC PATER MAINS,5/9'x3/4'x3/4' HAYS 56M
© METER WILK W/UXK STOP 9' RISER
5Arx3/4' MUELLER H 14119, FORD V41-9
® METER BY CITY SAVx3/4'
GUIDELINES FOR STANDARD
. 314' VA TER HMSE SERVICE
D
+ + FRAME
MINI" AVERAGE WETGNT
40 LDS.
PLAN
010751*
1•-a vz•
0 2
0
h
SECTION C
SECTION D
2- - 3-
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
SAYWAI K �
PIATAI
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. " '""WALK NON- ` ° D" -"OVT J' .A CURB REn.YPV
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND18
ONCE VERYTION FOLLOWING WE K. ANY NEEDED REPAIRS WILL ING BE BE MADEFALL. BUT IN NO CASE IMMEDIATELY TO MAINTAIN ALL SS N CURB 13' ASPHALT CURB MUNICIPAL IF ) `�
PRACTICES AS DESIGNED. EASEMENT I i3 (, aTl ortlEx��
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET ONE-WAY _WAY STREET EWAWr1/2" A r FAA gnvr
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. �
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT MOUNTABLE
0.5 FEET UEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE RL:t'AIRED AS NECESSARY
TO MAINTAIN A BARRIER. Ins CURB &WALKo-
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 1 s' ANSXPV Jablilf
DENSE VEGETATIVE COVER. 23' BACK OF CURB I s-
TO BACK OF CURB
LATE WINTER k EARLY SPRING ! 3,
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE 1 g" 18" "WALKNON-
20 ASPHALT MUNICIPAL
ARW1�nu Tin) eza (Kobe 120 RA- 1B' CURB CURB EASEMENT
Piedmont and Coastal Plain, Rio
Korean In Mountains) 50 _
OenR m� Iapsduv WMn *ration of laMorary cow b not to stand
bayWd
SECTWN
SEEDING DATES: 'BATTER ]!6
F NlJ
MaNKlWho - Above 250E ft Feb. 15-May 15
BMow 2500.11: Feb. t-May 1
PM& ant - Jon. f-May T
Comm Plain - Doc 1-Apr. 15 '
SOIL AMENDMENTS
FoNow reca)Nnendatials of wall tawd or apply SOX) Ib/ocra ground ogrkad-
turd Waawtom and 750 Ib/Cue 10-10-10 frtElzer.
MULCH
APPLY 4,OOD LB/ACTS SM114 ANCHOR STRAW ITY TACKING WITH ASPHIALT, NETTING
OR A MULCH ANCHORING TOO A DISK WITH BlAOES SET NEARLY STRAIGHT CAN BI
USED AS A MULCH ANCHOR= TOOL
MAINTENANCE
RafwtiEam N grorth b r1oN 1WAly adequate Rsawd mKwt1ze and mwaH im-
medlotety foseriTq area an or nVw danagw-
TEMPORARY SUMMER GRASSING DETAI
SEEDING MIXTURE
�4 RATE f/OLlti
Gomm IOII.ET 40
IN THE PIEDMONT AND MOUNTAINS. A SMALL -STEMMED 9ROMOtM MAY SI
SLIBST111 D AT A RATE OF 50 LB/AOIE.
SEEDING NOTES
MOUNTAINS - MAY 15-AU;. 15
PIEDMONT -MAY 1-DUG 15
HbAsru "MAY
APR. 15-
SOIL AMENOT�IENTS
FOLLOW IECOiE)MTIONS OF SOB. TESTS OR APPLY $ODO LB/ACTS GROUND AGRICUL-
TURAL LIMESTOE AND 750 LB/ACRE 10-WID FEATILMIL
MULCH
LB/ACRE STRAIL ANCHOR STRAW BY TACKING WITH ASPHALT_ Wrw a.
OR A MULCH ANCHORING TOOL. A DISK WWIH BLADES SET NEARLY STRAIGHT CAN E
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
funTILDE IF a1mm IS NOT FULLY ADEOIMTE mxw, REFERTILIiE AND MULCH IN-
MmIATELY Fp10WING EROSION OR OTHER DAMAGE.
TEMPORARY FALL GRASSING DETAIN
SEEDING MIXTURE
RATE (Bs/user]
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUC. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AM 15-OEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ApaCULTURAL
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER
MAPPLY ACH 000 LB/ACRE SIRAWL ANOIOR STRAW BY TACKING WITH ASPHALT. WEITINI
OR A MULCH ANCHORING TOOL- A DISK YFI-M BLADES SET NEARLY STRAiOKT CAN E
USED AS A MIAi'H ANCHORING TOOL.
MAINTENANCE
Repair aW rwfirtilm dvt=w pd awe ilwnad°tatp ToP6m i w M 50 b/0"
of nib"m in flash. If It Tr nepaaay to *Mtand twnporory cow beyond
June M ovwwwd w"h 50 lb/acre Kobe �Pledma it and CoaMal Rain)
or Karew (Mowtolns) lupeilm In Nate Rbruay or early March.
Y BATTER
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
RATE [b/a )
PENSACO A eAKOAatASS 50
Seam LESPOZZA 30
COMMON JLSS 10
1� FESCUEAN 15°0
SEEDING NOTES
1. Wf1E A NEAT APPLVA4CE IS DESIRIA 0 0 SERICEA
z 115E COIb1DN EfxwAORASS ONLY ON iMLAIM SIlls IMIERE IT CANNOT BE-
COME A PEST. �AAtASS MAY BE REPLACED W M 5 blam CENTIKMGPIASS
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LINE AND FERTIL= ACCOIIDBNG 70 SDK. TEST$ OR APPLY 3,000 b/awe
GROUND AGRICULTURE LIMESTONE AND 5W b/arm 10-10-10 F1R10]2ER.
MULCH
APPLY 4Opp b awe 4tADN SRMWON EQKOVIILEM COVE1t Ci ANOTHER SUITABLE
MD.CI BY TACENC WITH ASRIAT. ROVDICi OR MEnw OR BY CIatPNG
WITH A MULCH ANCHORING TOOL A DISK WITH LADES SET NEARLY S:IRAIGHT CAN E
USED AS A MULCH NNCNOEBIC TOOL
MAINTENANCE
IEFER71LIM THE FMLONDIG APRiL WIN 50 b/awe NITROGEN. %OUT AS OOM1H
REQUIRES. WAY E MOM ONLY DICE A WEAR- WMERE A NEAT APPEARANCE IS
DESIRED, OMIT SERILEA AND MOW AS °FIEEI AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
. SEEDING MIXTURE
�g RATE fNsarM)
TALL FLRCIE (dFID OF TWIG OR
Im ( )ILNPRb4En vAR1ETrE1) 2110
SEEDING DATES
,MNUMY - ARM
AUGUST - DECEMB R
SOIL AMENDMENTS
APPLY LAKE AND FERTILM ACODKDBKG TO SOIL TESTSe OR APPLY &OW-5,000 ib/M
c Ri u7 o- OL (USE 1FE .)HEIR RATE ON SANDY SOILS) ND
MULCH
APPLY 4,ODp b atrm rm/IIHN STRAW OR EQUIVALENT C01ER OF ANOTHER SLNtusE
ARILOI. AN STRAW BY TACIDNG WEIR ASPHALT. ROVING, OR NETRMG OR BY CND
ING WITH A MULCH ANDIMMG TOM A 019E wrM BLADES SET WARY STRAIGHT CJ
KE USED AS A M1LW ANCHORING 70M
MAINTENANCE
FERIXUE ACCORDING TO SM TESTS OR APPLY 40 b owe WNPIDEIN N JANUARY
OR FEBRUARY. 40 b N sorTEMBER AND 40 b N FROM A 12-4-4
16-4-86 OR SWAB TURF F1R�TIDL AVOID FERIaTDIt APPLICA71M DUIt=
WAN IEATFER, A1I THIS NCEASES STARS LOSSES TO DISEASE. RESEM FFRTIIiIE
AID MILLI DAMAGED AREAS DaMMIATE.Y. NOW TO A HEIGHT OF z5-3.5 D00CS
AS NEEDED.
C7XLW A -A
rAfrr,RJAIE
Q'
3Ec7715YV B-s
STANDARD DRIVEWAY DETAIL
H7S
50' VEGETATED FILTER �' o
CV
1/2 SECTION OF
15" CMP x 10' LENGTH
CROSS SECTION
LEVEL SPREADER DETAIL
NTS
WATER TIGHT L[[. FRP
WITH PADLOCK (STINDARD) \
FIELD JOINT. FEQUIREO
FOR MODELS TALLER
THAN 2010 - 93
(
ELECTRICAL OUICK 1;5C0NNECT--4
(EOD)
CORE CONTROL COMi'ARTNENT
BREATHER
OUICK D[SCONNECI 155Y
(304 S S.
SS CAST BALL VA. /
DISCHARGE
1 [/4- FNPT -Sr
1-L/4• DISCHARGE -INE r
(3a4 5.5.)
411 In CHECK VALVE
'� mn (PVC)
TO DISCHARGE
(
ANTI -SIPHON v.%LIE CC
(PVC)
STRAIN RELIEF CORD
CONNECTOR
/ PROTECTIVE CABLE SHROUD
(FRP)
POWER/ALARM CABLE
12-6 V/GNO.
INTERNAL WELL VENT
2-0' OIA.
INLET, GROMMET
TG ACCEPT 4.50' D.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NUT
SUITABLE FOR BURIAL)
35 in
LARK 498 mm
TO INLET
28 in
850 mm
1 I in 79 go
OFF 447 mm
7
32 ga.
121 L
14 in
345 rrn
30 [NIA in 24 Bal.
749 mm
91 L
SEMI -POSITIVE E[SPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR v
SR'
CAPABLE OF OELIVEIING 9 gpe AT 138' T.D.H.
04 Ip■ AT 42m T.D H.)
NOTE; A CONCRETE ANCHOR
IS REOUIRED TO PREVENT TAW FROM FLOATING.
SEEINSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR S I ZF AM Wt= I GHT OF "X31OR
2010
1, 50' VEGETATED FILTER
JLIIL AL AL
J*L AL
*FILTER TO BE PLANTED IN ACCORDANCE
WITH SEEDING SPECS.
PLAN VIEW
LEVEL SPREADER DETAIL
NTS
LID ASSUO-Y WITH PENTAGON LEAD PLUG
MATERIAL: [AST ANON WfTH ASPHALT -SASE PAINT
LABELED 'SEWER-
V-RIDS D
COYCR
RATER M I N i MUM AVERAGE RE I Gi�iT
1 1
A 20 LDS.
METER
PLAN
wn
1'- 3/8' 9,625' n
2,25. 1.75' S o-
5.75' 5.75'
V-6 518' 0.37
ci
SECTION A SECTION B
WATER METER BOX
P SS
RA
z
a.
a
W
FABRIC
Ic L.rr \L.wArTnwne[•v
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN
NTS
15'
CRUSHED GRANITE 70OX MIRAFI FABI,'IC
INV.15.0 %.,.J 112' _ 11 14'
N- 12' CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN "2"
NTS
15'
CRUSHED GRANITE
11.25 ��„� 112
70OX MIRAFI FAB3IC
5
74'
L -12- CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN "3"
NTS TYPE A
25'
CRUSHED GRANITE
11.75
12"
70OX MIRAFI FAB SIC
4'
R--12" CPP (CORRUGATED
G I)BE£ PERFORATED PLASTIC PIPE)
W/ 8- CPP LATERALS
DETAIL TRENCH DRAIN "3"
NTS -TYPE B
Al37rM71W JT EMI?- ! /EW AWW
v f I liBtAr
SEE PLAN
�t u
5tk PLAN
}.
IF4DRIC OR IBMA - A �JA
A�etr�LrrJ A alim�ra rrAV � ,wd
ENERGY DISSIPATOR-)1ref1Nff=INlCUirA90RINAERtFL)7DM)Ir
nc I>rt A< n[ ABFDim7 wMoics
srAIW[aAe� AVA
MET011 L7F TREE
PROTECTIEN DURING
MNSTRLICTION
*NOTE TREES IMPACTED BY THE PROJECT WRLL BE RELOCATED
WHENEVER POSSIBLE. THIS WILL INCLUDE ALL TREES IN THE ROADWAY
AND IN THE PATH OF THE UTILITIES. TREES PLAY AN IMPORTANT PART
IN THE MARKETABILITY OF THIS COMMUNITY AND ARE TO BE LEFT
UNDISTURBED WHENEVER POSSIBLE. pERMISSION MUST BE OBTAINED
FROM DEVELOPER PRIOR TO DISTURBING ANY TREE ON THIS PLAN.
15"' CMP TREATED
(SPLIT IN HALF) TIMBER
BURY TO EXIST.
NATURAL GRADE o -�
a C.I. Box
v & COVER AX. 45.
ExTENswN TYPE CLRB BOX WITH ARCH PATTERN BASE
MATERIAL'. CAST BEEN HEAVLY COATED WITH
ASHALT-BASE PAINT
AVAILABLE EXTENDED LENGTHS- ' :SO FT.
T 0 FT. 14.5 FT i
s-n rr 55 FT CPiE)lLL
LU rn, IB_5 FI i
7 o FT- C7.5 FT.
a.o r, - -
ILL TTLESCOPE TD OW FOOT LESS TN flrttralF9 LFMG )
5.00 N PACK JOINT COL PLING
nuTERIAL: WATER WORKS BRASS
PACK JOINT COl1PLINGWORKS E
i-1/4• MATERIAL. WATER WORKS
SQi 7 HOPE PIPE I 1-1/4' IevT
(BY DnExsy iy D - -
1-1/4• SM 7
PVC ADAPTERJCMIMOPE PIPE
.PLNG
(SIJPPLIED BY OTHERS)
CMEOC VALVE
MATERIAL. GLASS FILLED PVC
PVC ACAPTER/COUPLING
VALVE CURB STOP WITH PACK JOINT COUPLM
MATETOAL' WATER WORKS BRASS
PRESSVRE RATING: 150 psi
ALL PACK JOINT COUPLINGS SUPPLIED
WITFr INSERT STIFFENERS
ASSEMBLY TO BE USED WITH 1-1/4-SOR 7
PIPE ONLY
LATERAL ASSEMBLY
1-1/40
SDR 7 HDPE PIPE
ARCH PATTERN
z
o
CLAINREQ'D 0 REACH
PTIMUM DEPTH
I
45'
VARIABLE SLOPE
PER ;OUNTY
1.5% MINIMUM
REMENTS
COMBINATION
NOTE: MINIMUM 3 FEET OF R
SHALL BE MAINTAINED UNLES
DUCTILE IRON PIPE IS USED. _
TYPICAL FAR SIDE
SEWER
SERVICE DETAIL
NOTES
I.
FpILE FA�C SKNAIl BE A MDL OF 3T2" DI M10TN li1Nd
S1RALL MAYS A MBL CF SiT[ LIE W9E5 WITH 1 STAY
SPACING.
2 FABRIC SMALL BE FM EROSION CONTROL AND MIN. OF
3r IN vwm FABRIC SHALL BE FAmicim
ADEQUATELY TO THE 111M FAB= AS DIRECTED BY THE
ENGINEEIL
3. STEEL POST SHALL BE S'-W IN !EIGHT AD BE OF THE
50.F-FASIEIER STEEL MALE TYPE.
4. WOW POSE SMALL BE A MDL OF E DR HEIGHT AND 3•
70 4 IN DIALETER. WIDE FABRIC SMALL BE FASTENED
TO POST WITH MDT LESS THAN /Y TIRE STAG E
1 1/COO
WOOD OR STM STAKE
9URIm FABRIC
AS DETECTED BY
R WOOD POST
SEC
"AMC
FABRIC 1KDtT
CTM BY EMODWEt
T
;FP J 6 AV2
17
IIIF
yy
WAIRLE
x
III JIn
CI" Box
R COVER
COMBINATI -
4 WOOD FRAME
WOOD OM
MAX •5' SWEEP
py
STEEL STAYS
BEND! AS REQ'D
iS
B AN T
BURIED FJEOt1C
NIPPLE PER COUNTY
REQUIREMENTS
C
MAI ANGLE
T
A5 REO'D
NOTE: MINIMUM 3 FEET OF COVER
SHALL BE MAINTAINED UNLESS
_
a Fr^5
DUCTILE IRON PIPE IS USED.
r.� GATHER`
TYPICAL NEAR
SIDE
ATO HERS
SEWERSERVICE
DETAIL
N
1. AS SYMI ETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
70 PROVIDE PREMED STABILITY 70 THE INSTALLATION, FAME WITH
NTS
POLY£S1F]t, OR E7FNYLDE YApN-d[TRA S7REN0M
2"-DICH WOOD STRIPS AROUND THE OREST OF TIME OVEin' OW
SO LB 1DNICI M1?M THAT C17NTAIIS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
AND ST FABRIC SIIOIJLD BE �UFFICIDITLY
POROUS TO PROVIDE ADEQUATE aRA1NIIOc OF THE TEIpQtARY IL
SMIMENNT POOL BURLAP MAY BE USED FOR SNORT -TERSE
PLACE THE BOTTOM 12 DIQIES OF FABRIC DI A 7R AND
�� TFNE TRENQi NaTH AT LEAST ST 4 INCHES of CRUSHEDSHE SIB
APPLICATIONS IT MUST BE REPLACED EMERY SO DAYS.
OR 12 DKM OF COMPACTED SOD..
2. CUT FABRIC FRO. A owns Tan ROLL TO mimmATE d0DN75 7.
FASTEN FABRIC SECURELY TO iW STAKES AND FRAME. JOINTS MUST DE
1 FOR STAKES, USE bc4-DiCFI �Xll1 EQUIVALENT
SAPPED TO THE NEXT STAKE.
THEE*. TMS7H A MIIYUM LFI4071I 3 FT &
THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE OROIINC
4. SPACE STAKES ETNE?SY AROUND THE PERDAETER OF THE D1LET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIW DEW INTO
ELEVATION DOWNSLOPE PROM THE DROP INLET TD KEEP RUNOFF FROM
9YPJL56O9D 774E INLET IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND• APPROKDAATELY 18 M4ES DEEP.
DICE ON THE DOIMISLOPE SIDE OF THE STRUCTURE.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
NTS
FRAME AND GRATE
NEENAH R-3402-E
(OR APPROVED EQUAL)
CONC SLAB
ELEV. 21.1 ELEV. 21.0
STD_ MANHOLE RING AND COVE _
MINIMUM WEIGHTS-
2 - -
RING• 08 LBS
COVER: 120 LBS s --'
TOP OF TRENCH OR 19.5
SPILLWAY ELEVATI
12'CORRUGATED•
17.0 PERFORATED PIPE
OUTLET PIPE SEE PRE -CAST CONC.
SITE PLAN FOR SIZE
a. _ 12' MIN. SEDIMENT TRAP
!_
3000 PSI CONIC ..', :'• . _;' ,`; r?;_';:: s is
°O O O a •O a O p 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0
°°O°G°°°O°O°O°O°O°O°C°O°S' STONE SO000000E0 O °° 0550°a°0°0O°o°°0Oa,OO�0°° °°°°
OO�O-aINFILTRATION STRUCTURE "1"
NTS FRAME AND GRATE
NEENAH R-3402-E
OR APPROVED EQUAL)
CONIC SLAB
ELEV. 20.1 ELEV. 20.0
STD. MANHOLE RING AND COVE
MINIMUM WEIGHTS: -
RING: 208 LBS
COVER: 120 LBS
TOP OF TRENCH OR 17.5
SPILLWAY ELEVATI
12 CORRUGATED,
15. '- - PERFORATED PIPE
OUTLET PIPE SEE
SITE PLAN FOR SIZE PRE -CAST CONC.
8. 12' MIN, SEDIMENT TRAP
3000 PSI CONC.
p,O •0 O'O -Ory•O O,•O+O�O•O"OYO,O o;o;o
8" STONE o ° 0000000000000000000000000Oa0°OaOpO°5 0°0°0
ova*°0000vov000a°o°o°o°o°o°°oo°000°°°°°°°°°
O�O„O�O-O„O�ORO�O�O'O�p�Onp�O�OnO�°nO�O�OnO�On
INFILTRATION STRUCTURE "2"
NTS
FRAME AND GRATE
NEENAH R-3402-E
(OR APPROVED EQUAL)
GONG SLAG -,
STD. MANHOLE RING AND CO
RINIMUM WEIGHTS:
ING: 208 LOS - -7. -
COVER: 120 LBS
TOP OF TRENCH OR 14.25
SPILLWAY ELEVATI
12' CORRUGATED.
INV. 11.25> PERFORATED PIPE
INV. 111.25�1
OUTLET PIPE SEE PRE -CAST CONIC
SEE SHEET Cl FOR SIZE
Ae INVERT 8' 12' MIN. SEDIMENT TRAP
3000 PSI CONIC. i:'` o
°0 0 0 0 0 •a p ",.,a
0 0 a O D 0 0 0 0 0 0 0 0
001
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8' STONE ----1s�Qo°o°o°o°°°o°o°°o°°°v°o°o°o°O°o°o°o°v°o°o°
O O O O O D O O O O O O O O O O O O a 0 0 0 0
o�o„o„o„o„o„o„o„p„o„o„o„o„a„o„
INFILTRATION STRUCTURE "3"
NTS
CONC SLAB FRAME AND GRATE
NEENAH R-3402-E
(OR APPROVED EQUAL)
MIN '10' f1v, 12' C 3RLITED.
1011. D- PERFORATED PIPE
OUTLET PIPE SEE -
SHEET C1 FOR SIZE RE -CAST CONC.
A INVERT B- MIN. SEDIMENT TRAP
3000 PSI CONC. ±'`"{':.:._.-_'�.,._..,-;__•.;,.y::.', d
)°O O O O O O O p a Q O a O a 0 p 0 a a
8' STONE'- 'Oaoa o°o°o°o°a°
°°°v°o„a;o°v0v�a�o�v�o6o�O0a0o0o�o�
INFILTRATION INLET "3"
NTS
B1
•
!
M
0
aim
rl71
2
IN
mil;
MIN
l�imm
Ali
aIIi
MIN
�wo
j
SECTION X-X BRICK ALT.
E AMID
� Annana
•'R!!s0!!iI
SECTION Y-Y
z' +" o
fe
12
iv V
h,,, 4'•a• I O r-e" C •'
SECTION X-X SECTION Y-Y
CONCRETE ALT.-N;m,rft AM V n CAL DUDWOM 00V 10 A ,AWE A* n,E
MOTE: - 1 D OMITU M Alp/a ALTallgl =411
,W- ►Irt DIA1�TEe Tw 1M• R.C.P. :190TWOYjfx * TO Ee w1DE K D AeM�G•1® it 0
h' nw' p,e11NLP.
-DE M w ITEEL 4PnF Tail NXIMM DF M SFAT ALM Car Mlle_
X
WE MMON r-T FOR Da@NIa
Y
Jr�r����
l^0
I�I�
Y
n
�'�r�3•�I=-1�>•M:I"=
� ��TI•�-uIMN.,�•�
�•aiiT�,iO
��
'�1•�'.'�ME7Gl.'i0
�:>�
M[ � B[! S1�
���
�"Ir�l�
�'1F7��3CL`iE
l�l:iN
MM�I�
irlll�:�7!•)•
�'3lYJ•
_'�
�: )_
�Ad•],�
i; )MA
�'Irl�
Mi ]Qii
�r1•
�TiF�
iiRIB�
�•1�
JI7�_
'C eAe*
♦t F MOIIIIafTAL lAllr
STRAIGHT BARS
X
. PLAN•'
"A• i b' CAFE wM y1 '
2' taDla �T renrxrNrx
s' w.Prw
BASE BARS -ems
-
-PPMER BARS
ONMOkAl" NOTES:
-ALL "POSH CONCRETE COMERS SHALL BE C4nIFERED 1".
-FOIeTe SHALL BE USED TO CONSTMJGT THE BDrrW SLAB.
-IF PIPFB ARE BET IN THE BABE FOLLON CONSTRUCTION
PROCMMS tI11aM BY STD- UM. 840.00.
pREGLET UNITS WOE OF CLASS 'M' cummum MAY BE =Eo IN
LIEU OF BRICK WL90MRY COIISIIa= ON.
--REIWORCINIB STEEL COST SHALL BE INCLUSIVE IN THE UNIT OR
-
LIWM FOOT BID PRICE FOR WWCURY DRAINABE STRUGFURE".
I
I -REFERENCE SM.GM- 840.2S FOR FRAME ANCFKIA M
-CONCRETE BRICK, JUO SRICK AND 4' SOLID COMORETE BLOCK
PLAN OF EASE
OOmaarr IIWLEIle IETS'OVER03-8" o-EP SHALL BE rMN10tO KITH STEP3 AS
DIRECTED BY STU- ONO. 840.88-
-FRAW AND GRATES 914ALL BE SEPARATE CORTRAUT ITEM.
TRAFFIC
BEARING DROP INLET
NTS
REVISIONS
Description By
W
V 1
14
w o
1�
W o E�
W
e o
W z
z z
o
r� TES
�,/) V
1.4 laaaaaali
E-4 t k'
r l•
V
It
T �w co
V N
z P-4 -0
W 0
T-4
W 0�
,L; O CV)
V U� ;.4 LO to
a:
o
z +y zCoz
W .0 ;r
G I I
o v c W
T1.4
U -Ny (Dr.
~
.-
(� C 0 TM r
E-T P, PL.
I
V
S E A L
17374
icy
////rrrTltE+WW�A�
DATE 09-06-02
DESIGN PGT
DRAWN JEA
C3
SHEET 3 OF 3
01090
S

13
28
14
3146.10-26-7121
N/F
ROBERT J. & FREDDIE
T. HOBBS
o EXISTING
M VEGETATED
SWALE
2 24" CMP
INv.7.s2 (VACANT)
15
3146.10-26-6104
N/F
ROBERT J. & FREDDIE
HOBBS
1 6 INFILTRATION
INLET #3
3146.10-26-5128 RIM 15.0 '
N/F OUTLET INV. 12.35
MAHMOUND VAHIDE A.
HAKIMIOUN +
♦ a
w> a
25 4pill
15" FES INV. 12.0
< W/10'x15'x18" E.D.
r LEVEL SPREADER '
fJ & 50' VEGETATED FILTER ..
1 7
D3146.09-26-3282
SDMH NO. 1 - x
RIM 15.25
INV. 12.40 ^ x
N/F x
2 ROBERT D. & LADONNA Wx
M. PHILLIPS � j
z'•' x j
EXISTING FENCE ` 1
r __x
-� cnI
OAK FOREST .K
I
ZONED: R15 �`-
18
(SINGLE FAMILY) �_
3146.09-26-2266 1
23 N/F -_
MICHAEL S. &
JULIANE MEEKS
cU
z
H
\ � Y
c.z
22 �M-
l�
b
19 45
��� hA
3146.09-26-1342
N/F
WALTER & KATHERINE
ANDERSON
�t
2 0 1,1 01%
F
3146.09-26-0454 /
N/F
PAUL CARR /
'9A
A
,o � , I
0 Ono09
'P,�C AC,90�L
a rti ot\
4L
EXISTING FENCE -
EXISTING WETLANDS AS PER t SC E
11-20-01
x� X X X X -r� x
\ F _
a . 4)
♦ . • • • Q
-IINLLET-#3- 4 i
RIM 15.5
OUTLET INV <_
FULGHAM, JR.
/
3146.09-16-9301
N/F
\
PETER R. DAVIS
ETUX. ETAL.
\
3146.10-25-6717
N/F
ROBERT J. &
FREDDIE T. HOBBS
ZONED: R15
(VACANT)
INFILIRATION -
STRUC `11RE # 3
DI RIM 16.5
SDMH RIM 16.6
25
20
15
No
15
10 � 10
--xTx
X-X- X
x x
c nQ Irz "e w / �Rf7 71' \
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25
20
15
NO. 2 10
INSETS
HQTZr-W
VMT. 1' - 5'
NO. 3
25 (1) Designer's Certification
"I hereby certify that this plan has been prepared in
accordance with the latest Wilmington Standards and
Specifications for Stormwater Management and Chapter 20 of
the Code of Ordi es of he C ty of Wilmington."
Signature: -_
20 Printed Name and Til-le-V Phi111 Tripp, P.E.
Date:�I-ob-oz Registration Number: 17374
(2) owner's/Developer's Certification
"I/We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to
this plan and that the applicable Stormwater Management
1 5 conditions and requirements Fti
City of Wilmington, the
State of North Carolina an -deral Government and its
agencies are hereby�a rhis plan."
Signature:
` '
Printed Name Titl Christopher Yerkes, Project Manager
Date: i ,011d
10
DEVELOPER:
PLANTATION, INC.
P.O. BOX 2473
319-C NORTH FOURTH STREET
WILMINGTON, NC 28402
CONTACT: CHRIS YERKES
PHONE: [phone]
FAX: [phone]
TE
GREENIIILLE
LOOP ROAD
I LOCATION MAP (NTS)
35.9'
REVISIONS
Date Description I By
14.4'
GARDEN 0 z
er
\10
6_ O
x x ,0 UNIT W 15.1 .4� x r,
` �, „ F, w
O
N 9 z E� W
30.5' T 1
- a° in O
18"PECAN 18'PECAN D . 20 '
R
V. (_ DEN c� W
`J 3 EXISTING W
HOUSE a � L.
GARDEJ
C 00 .s 4. - Z U
(' 18'PECAN Z a It 14 Wr�
ROAD V
TOP 23.31
s
EXISTING NV. 17.68
J SDMH
S.SM H - � � � TEMPORARY GRAVEL TOP 24.37
r CONSTRUCTION
EXISTING / ENTRANCE
t TOP 27'04 �f APPROXIMATE
�j INV 24.24 �� LOCAION OF EXISTING
EXISTING FIRE EXISTING 8" CURB INLET
HYDRANT WATER
(VACANT) 5
\ / 4
6 3 46.09-15-9885
N/F 3146.09- 15-9771
THEODORE H. & JOYCE N/F
A. HEWLETT THEODORE H. HEWLETT
3146,09-15-9988
N/F
MICHAEL G. &
3146.09-16-9193 JENNIFER STOYCOS ZONED: R15
N/F (SINGLE FAMILY)
JAMES S. SHEPARD
SITE PLAN
1 " = 40'
- <= x
INFILTRATION
TYPICAL BUILDING
0
A
[�]
E 4
1 STRUCTURE # 2
o
94
NTS
P-4
o
o
to
r w
SITE DATA
b ZONED: R15 CO [wi o > 1
a TOTAL ACREAGE 5.66t ACRES i--i E-4
Z o (SINGLE FAMILY) ZONING R-15 U�
c*� w ASPHALT 18,567 SF
3146.09-25-2418 W CONCRETE 19,382 SF TT �
N F TOTAL UNITS 16 V
m 3-1N/F
CARNEY 04 16 UNITS 0 2,430 SF 38,880 SF
C� � BUILDING HEIGHT 28' � O
o APPROVED �``�' � 00
n2
0D NORTH CAROLINA ENVIRONMENTAL
z LANE . DIVISION MANAGEMENT aCO MISSION ca
(�aTE) 9
SSMH NO. 1 /1- 5(P- ZW2
RIM 23.0 O
INV. 18.0
SS
RECEIV'D W
0 0.4X� r , N o Co
'• �"""'"' CONTRACTOR TO PROVIDE 2% �r H �' +� `� CO
S P 0 6 2002 �., to `O 4
SLOPE FROM PROPOSED
SIDEWALK TO MASTERS LANE (% 4DWQ Z Z z
y- 4�;6 Z.°,6 rc = 8�i 7'1N s (� toffs W G Z
LOT COVERAGE 6.4% ACTUAL, 50% ALLOWED s O o
DENSITY: 2.9 x GE _ W
e 2.9 x 5.66 ACRES = 16 UNITS ALLOWED & P�OVIU D ^
(PARKLAND AREA REQUIRED 1-01 4-4
16) 3-BEDROOM HOUSES 0 3.2 PEOPLE PER HOUSE = 51.2 0 >
1.2 x 130.68 SF = 6,690.82 SF OR 0.15 ACRES E..4
n
P RKLAND AREA PROVIDED
7 .212 SF OR 1.70 ACRES DA r 5,G6 . 1,?V6
NOTES: ���aS °I Loy S d f177, 'f �3 5�
3146.09-15-9564 1) PRO CT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT B
N/F RELEASED UNTIL ALL REQUIREMENTS ARE MET. CALL 343-3910
EDWIN T. PULLEN INFORMATION.
2) IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION �N .
(AFTER MAINS HAVE BEEN EXTENDED TO THIS SITE) HE SHALL F�s�
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A
REDUCED PRESSURE ZONE (RPZ) BACK FLOW PREVENTION DEVICE- S E A L _
THE DEVELOPER'S SIDE OF THE WATER METER BOX. - 17374
v(E I'R��I 3) ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL '•.
COMPLY WITH THE CITY S CROSS CONNECTION CONTROL
,gip 0 6 , ,o '•••......••'
002 REGULATIONS. CALL 343-3910 FOR INFORMATION.
LEGEND 4) CONTRACTOR SHALL COORDINATE ALL UTILITY CROSSINGS
EXISTING CONTOUR AVOID INTERFERENCE, WHERE POSSIBLE. CONTACT ENGINEER PRIO
_.- 3� TO INSTALLATION WITH CONFLICTS.
may° PROPOSED SPOT ELEVATION 5) CONTRACTOR SHALL COORDINATE WITH CITY PERSONNEL FOR DATE 09-06-02
ALL WATER AND SEWER TAPS PRIOR TO INSTALLATION. DESIGN PGT
® DROP INLET w/INLET PROTECTION 6) CONTRACTOR SHALL PROTECT SHALL PROTECT ALL TREES DRAWN JEA
�-- �---- STORMWATER RUNOFF DIRECTION AND AVOID DISTURBANCE WHILE INSTALLING UTILITIES.
7) NO OPEN HIGHWAY CUTS ALLOWED
CONCRETE AREA 8) PRESERVED TREES TO BE PROTECTED DURING CONSTRUCTION.
CD PARKLAND AREA 9) NO SIGNIFICANT TREES TO BE REMOVED FROM THE SITE.
10) ALL REQUIRED TREES SHALL BE PRESERVED UNLESS SITE C I
---^�'^"'• LIMITS OF DISTURBANCE FEATURES REQUIRE REMOVAL.
TSFX_X TSFX_ TEMPORARY SILT FENCE 11) PERIMETER TREES WITHIN 20' OF PROPERTY LINE TO BE
PROTECTED. SHEET 1 OF 3
12) ALL DRIVEWAYS TO BE CONSTRUCTED OF PERVIOUS MATERIAL.
13) ALL ROOF DRAINAGE TO BE ROUTED TO INFILTRATION SYSTEM. 01 090