SW8970141_APPROVED PLANS_20130503

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 170)
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �I
YYYYMMDD

TI TI REVISIONS
<M <o I \
o euRNETT RD < tlz pote Description By
g Inlet Point Harbor \
U f
136- 137 Pgs 137, .W OLD INLET RD INLET POINT DR Mb . _ -
oQp\NA O�
N� GAZEBO CT Lot 29 Lot 30 Lot 31 Lot 32 Lot 33 0 mmon
SITE
W Q J Z Area
J p O m
j ¢ 0 f
Lot 34 Lot 36
OOBIA IN aNTARPON DR WyE \I I Lot t 3 5 /
TARPON DR S
VICINITY MAP Gazebo Court - - - - - - - - - - - - - - - — _ _ _ _ _ _ _ _ _
NTS 50' R W Private
\ — 10 _ JV
30' Access, Utility, and Drainage Easement 5 gulkhea
-
'nape' Easement - w
—\--
EXIST. POND
EXIST. DITCH
1 I I 1
EXIST.
BASKET8,411_
COURT
I
!
i \INV. 3,401
i \
V.I. NO. 5F� Q \\\•�� / / / \ / I \� I' �
RIM 7.0
\
NV. 3.99 EXIST. POOL / jr
E / / _ - - - -L / 1 /� i HOUSE -
/ / h O a
w / // �V / l i /
rn / / '/ �,VGQQ� I �� / a j
/ ' BUFFER W
/ P � � I I
EXIST DI Qj . / I AREA ��j [�
,� / .. RIM 7.36 \ \
ty \ `1 % A EXIST. POOL
V- 5.52 AREA
V A / I \
ai / / EXIST DI
RIM 7 22
�� / �✓ INV 9,18 V 1 i EXIST. PUMP I _
HOUSE �A / - - - -- L - � � � _ /
EXIST. D! \ �� RES DENCE EXIST. DEC
RIM 7 40
�c
EXIST. G \ - _ __ -- / EXIST. I - / / p / FI
a a
/ \ RIM 7.D \ - - -' - DRIVEWAY
i
I INV. S. c � � � � t
i
EXISTI RIM 7.52 0.0
B1I S, B uvV, 6-48 �F� 30' BUFFER
b T �•
EXIST. TENNIS I / 5 0JF/ AREA/
_ COURT \ \ �p /
\ // \ EXIST. /I \ � \ I / ° � Co\ GRAVEL AREA �/ \ / / / �a e'
o EXIST. EXIST. PIER �i
_ RESIDENCE
"� N — ! : 124
•.ti
EDOCK
r,
W
EXIST V I �\ !! �� CO
- � AINTENANC� // I \ - - _ / U
\ BLDG.
o co
EXIST. pWIP 30' BUFFER � H-�) S- � (p
}#O SE AREA U � LO L
NORTH CAROL INA ENVIRONMENTAL- W � Z � �
=y _ - - _ - - - - - - - - - - - - - - - MANAGEMENT a �IPi11SSi0�! I Z
- n ,I ITV � oW
- - - -_-_ 'lP��lSION'�A;� 4�1AT�F , iA� I
30' Drainage and Utility Easement w - - - �— _ —� / D 3 � Zp� 3
9 \
- - - - - - - - - - - - - - - - � \aoOG\ / \ / SITE DATA p � R
OWNER: NELSON LADD S JEAN R '� 4 � o
\ F \ / NEW HANOVER CO. PID: R08500-004-001-007 � d a :T+
Lot 6 4 /\ �/ ADDRESS: 7422 SEA LILLY LN
Lot 56 \ \ / ZONING: R-15
Lot 63 SITE AREA: 10.34 Ac.
\ \ / EXIST. RESIDENCE: 6,950 SF
EXIST. DECK: 2,884 SF
I Dolphin Bay \ \ \ / EXIST. DRIVEWAY: 13,990 SF
Section \ \
EXIST. POOL HOUSE: 1,970 SF
M b . 2 2 P 9 0 EXIST. POOL AREA: 2,970 SF
g• \ \ y_ EXIST. PUMP HOUSE: 78 SF CARD
Lot 5 7 \� L O t 65 EXIST. MAINTENANCE BLDG: 600 SF �N /
EXIST. GRAVEL: 6,028 SIF �oFEss�
EXIST. BASKETBALL COURT: 1,429 SF _ Q
EXIST. TENNIS COURT: 7,200 SF S E A L
\ / \ FUTURE: 12,503 SF -
\�// TOTAL IMPERVIOUS AREA: 712,602 SF S'•. 77374
/ I \
J � Lot 62
������ � ���'��• DATE 03-22-13
O \ GT
MAR 2 5 2013 DESIGN JW
r \ BAR SCALE 1 =40 �t�Ol4i Uq DRAWN EJW
ov:5W__$_---
Lot 58 Lot 59 40' 20' 0' 40' 80' 120' C 1
/ DqIE 1��1�tTED
MAR 2 2 2013 SHEET 1 OF 1
13001

iwK"
REVISIONS
< < Date Description By
BURNETT RD < —� —� —\ \
U
OLD INLET RD INLET POINT DR Inlet Point Harbor \
14,N" I I I Mb. 137, Pgs]136- 137
c NW'f" GAZEBO CT T
SITE Lot 29 I Lot 30 I Lot 31 I Lot 32 ( Common �— I
Z U '' j~! Lot 33 Area
a z
J O 0. a \ /
? N I
a
COBIA LN y`v a w
a TARPON DR Wy E
1ARPON DR IS / Lot 34 Lot 35 .
\ I / Lot 36
- 1
VICINITY MAP
NTS Gazebo Court
50' R/W (Private) — — —
— 30' Access, Utility, and Drainage Easement 10 y Bulkf•eod
I
10 —9_ —_ - - - - -9
— — — — 20' Drainage Easement
4'PVC // / \\ POND
— — — — —/--/
EXIST. DITCH TO �EMAIN ` �I
EMERGEN�OVERFLOW II 1 is
►C
/ 1 \ 1
I
' --o EXISTING POND
3.
INV. 4D o
.0 o
INV. 3.90
\\ \' � /I I // TSF ! II \ r\
D.I. NO. 5 GPP QQ \ I / EX(ST. WATER
RIM 7.0 6 v \ENERGY \ 1 / TO BE REMOVED
/ / 1INV. 3.99 PISSIPATOR \ \ Z3 Z
W / / �/ / I / PROPOSED DRIVE 7'' i
/ / \ I / AREA TO BE R7STALLED ( I O
Ge // I SEE AR0(iITECTS O
PLAN FOR DETAILS EXIST. SEWER
EXIST. WATER I I TO BE REMOVED ` �O CIO U
TO BE REMOVED v 1
101
GQQ/ nH.+
EXIST. DI Q / /WEREXIST. A�PHALT TO BE �EMOVED �+ '
RIM 7.36 \ a� I / TO BEXIE ROVED I... .;:,;:. / 1 / / O
INV. 6.32 EXIST. 4 _ F L/ !
EXIST. DI \ / �/ WATER TO
AND WATER
+ �� /) C / _ Z
/ / — — \ RIM
I M. 7,22
e / VALVE To 1 N
0 " / / / 1 �APP // BE INSTALLED \,, — — — = 7 / Z
4 wY � I \ 'i / / Z E-i
EXIST. DI `� \XI /• N / 1".,
RIM 7,40 W'' — = / /. f�
INV. 6.34 I Proposed
X w
EXIST. DI EOP Dwelling
RIM 7.04 \ And EXIST. SEWER
INV. 5.98 \ TO BE REMOVED FE-1
I Im And
/ 1 ��, \ \ EXIST/ DI \�� RIM EXIS7.52 EDriveg P V /
Rm .98 � \ INV. 6.48 k) /
_ \ \ EXIST. SS TO REMAIN I'
\ PROPOSED DRIVE �°
\\ \ AREA TO BE INSTALLED 0' w M
\ SEE ARCHITECTS e% T �
PLAN FOR DETAILS Fa v
Existing ExistingDock
\ \ \ \ _ — Dwelling O .
\ \ :ETen
ed 5 Court � /
_ BE SREMOVEA ° RE C E D a
�O Existing 4 �'� I Cp
/ \ $ House _� - NOV 2 2�02 I a M
\ / Pump, ( � to to ti V
�T I \ 120" i I X / X �7 z c� c)
TSF TSF� //TSF DWQ /� / ^ '' CO cp W
X X� X PROJ # 97U�4'I 1-�cX'
\ \ -
- -- - - - - - - - - - - ! \ AREA TOTAL
SITE DATA +, q I I
BUILDING AR 10,007 SF O O O w
-- _ - _ _ _ _ _ _ - - - - - - - - - - _- r-)
EXISTING: 2.711 SF a O
30' Drainage and Utility Easement PROPOSED: 7,296 SF
STREET TO REMAIN: 6,328 SF
STREET TO BE REMOVED: 12,431 SF ~N�y1 o
r PROPOSED TENNIS COURT: 11,700 SF P4 O
PROPOSED SIDEWALK AND DRIVING AREA: 11,778 SF E-1 p,
AVU-
Lot 56 / � �°�,,�� Lot 64
\ \ ` -� NORTAPPIROVIONMENTAL 1
/ Lot 63 MANAGEMENTOFWATER QUALITY
IDolphin Bay
Section II
Mb. 22, Pg. 90 Lot 57 \ \ �— ` }
I / Lot 65 LEGEND - '• � ''-
- - -- - s - -- -- - EXISTING CONTOURQ
LANDSCAPING w/AREA _ SEAL
3 S 17374
LIMITS OF DISTURBANCE
/ . Qi —
% /A ' •.......
�4QI Lot 62 X TSF X — TEMPORARY SILT FENCE
EXISTING AREA TO BE REMOia
DESIGN DATE 11 PGT
O \ , AREADRAWN DBB
BAR SCALE 1"=40'
PROPOSED DRIVE
C- Lot 58 Lot 59 'W. 20' a, 40' 80, 120' DROP INLET C 1
REDUCER
,ATE MATTE SHEET 1 OF 1
NOV02103
- - -

REVISIONS
IN
a m w Oat/ Description By
<F ? � 1 I \
BURNETT RD -� Q
RD INLET POINT DR Inlet Point Harbor
j OLD INLET
QONNZ I I I Mb.137, PgsJ136-137
UN�-E� GAZEBO CT T T
SUE Lot 29 Lot 30 Lot 31 Lot 32 Lot 33 C mArea
I I I I
Z U
W
N
f U ti`�Z E<
TARPON DR y� I I I
Lot 34 Lot 35 Lot 36
I /
f ARPON
DR 6
VICINITY MAP
NTS Gazebo Court
50 R/W (Private) _ _ / -30' Access, Utility, and Drainage Easement 11O
\ � 10 - - _ -9 - 9 - _- - 10==_-17- � - - - - _ - - - - - -_= _ 5 Bulkhead
�� � — errs�s�n��a��r�� — — — — — — — — — — — — ��
20' Drolnagd Easement \ w
r I pPvC / // \\ POND - - - — /- - - - - - - - - \ — - - —�\; - -
_ - - - - _ _ _71_ ` \ / / III II I // // I / / /// EXIST. DITCH TO �EMAIN
EMERGEI�PeOVERFLOW
INV. 3.40 PROPOSED LANDSCA
PED WATER
°°°
°°°°o FEATURE AS PR!MITTED 00.0
BY
000a` I �6 CORPS OF ENGINEERS.
—10 \\ , \ 1 // INV. 3.90
PP 2 \ I NOTE: NO OUTLET EMERGENCY SPILLWAY ONLY. / I
D.I. NO. 5 6. G \ ENERGY
RIM 7.0 V. �ISSIPATOR I 1 / / ( 1 / \
INV. 3.99 �61 I / 0
E
m / / / �Z 0
/ / // �4 / / \ I ; j I O Qi
oee/ �Fy
EXIST. DI / I / / I I I L+ W W
RIM 7.3 U I I \ /
INV. 6.32 \ \ \\ ,�/ I I / I \ .1 O
RIMS7.2z // \ / / / ! \ Jf�' F�
\� APPROX. LOCATION EXIST_4"Y� �� \ \ j // Ay Q O
/ / / /
EXIST. DI __� - - _ / ' / H yW
RIM 7.40 \RlV -� _- - - - - /� i _ _ - - - / 44 � / F-�
INV. 6.34 .S� �+ E0�- -
EXIST. DI \ � ` � �
/I RIM 7.04 \ EXIST. DI c-� - - / i / w
/ ,\ EXISY. DI INV. 5.98 \\ / NV. 6.48 0"CM RIM 7.52 / �,,` to
_JR9 6.98
A
INV. 5.92 - �►� 6/
\ Existing �o O
\ \ Drive
\ \ \ \\ aaeo CC\2
\ 1 AV 6 Existing Dock
V A\ I V Proposed ExistingExisting 0
Are54
a / Dwelling / CJ
cd
/Pump 4 / / Z N �+ O co
House/
� L
O a
+� 1 1
CD
Z co co q
6'
30' Drainage and Utility Easement ` 4 - - i� \
Qom,,
— � ---\ ago
N
Lot 64
\ / APPROVED E 1
NORANMENMENTALLot 56 MANAGEMENT
a
COMMISSION
55 / Lot 63 I DIVISION Of WATER QUALITY� \ Date 6 zs
� � � � �Dolphin Bay l97ol�ICMoP
\ � \ \ � /
I Section II \ 4
Mb.22, Pg.90 Lot 57 \ \ �-- Lot 65 RECEIVED
APR 3 0 2001 = S E A L =
ej
PB,OJ#- ✓ q?o V 1 410/
o4Q o Lot 62
�REGOR
41 DATE 04-18-01
0�� � LEGEND
4DESIGN PGT
O \ - - -BAR SCALE 1 =40 - 3 - - -- - EXISTING CONTOUR DRAWN MVL/JHD
DROP INLET w/INLET PROTECTION
18
Lot 58 Lot 59 / 40' 20' 0' ao' W.' 120' A REDUCER
APR PR 1 8 20C, C 1
SHEET 1 OF 2
00096

REVISIONS
20 WOOD FRAME Do a Description By
FABRIC
J WOOD OR STEEL STAKE LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
m C3SEEDING MIXTURE
�7 SPMES .RATE (Ib/acre)
RUNOFF WATER J Annuolrlesp 120
edezo (Kobe in
w/SEDIMENT--- Piedmont and Coastal Plain,
Korean in Mountains) 50
aOOO Omit annual bpedezo when durotlon of temporary amor Is not to extend
III III III III 1 - A A i SEDIMENT DROP INLET beyond Jura
I s w/GRATE
SEEDING DATES:
BURIED FABRIC SKIRT
a I AS DIRECTED 8Y ENGINEER Mountains - Above 2500 /N Feb. 15-May 15
_I III_ 70OX MIRAFI FABRIC Below 25M fC Feb. I-May I
ALL AROUND LLLI I I I I Coastal Pbin ki-n Dea.M1H-Apr. 15
N l J I J SOIL AMENDMENTS
— I III CORREGATED PERFORATED PLASTIC �limestone � �ro Wt«ts or opaq��� Iblace a«md ogrkw-
VERTICAL DRAIN SOCKPIPE.
_II III- MULCH
=I SIZE VARIES SEE C1 D FRAME
WOOD OR APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAIN BY TACKING WITH ASPHALT, NETTING.
SEE PLAN STEEL STAKE 0R A AS A MULCH
ANCHORING
roe A DISK wrtN BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING 7004
III -I --III— ROP INLET BURIED FABRIC SKIRT
II At
GRATE MAINTENANCEWASHED, CRUSHED GRANITE L Refertfte If growth i■ not July adequate. Reeved. refw Me and mulch im-
SEE PLAN — msdkibly fo0owi g ewoslon or anew domage-
FI T R FABRIC SPRING—SUMMER
VERTICAL DRAIN SECTION A - A �' I ��Eb°��`uA2� ER TEMPORARY SUMMER GRASSING DETAIL SEEDING PERMANENT NT GRASSING DETAIL
NTS ENERGY D I S S I PATO R EXCESS ORNERS SPECIES RATE (lb/acre)
SEEDING MIXTURE PENSAcaA BAIAGIUSS 50SERICEA w
NTS NOTES: SPECIES RATE b� CO BRN10AGRAS5 1a I^�
1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH GERMAN YeNr* 40 GEIRMN T FESCUE 10 Q
POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW N THE PIEDMONT AHD MOUTAIS. A ISr-STEMMED SUNDANGRASS MAY BE
50
INHIBITORS RNCH AND STABILIZERS. FABRICSSH SHOULD BE SUFFICIENTLY OLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. sNBsrnurED AT A RATE aF so lB/ACRE SEEDING NOTES z
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY B. PUCE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND lk�
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DENIED, OMIT SERICEA
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL 2. USE COMMON BER UDWCRASS ONLY ON ISOLATED SITES WHERE T MI OT BE-
MOUNTAINS - MAY 15-AUG. 15 COME A PEST. BERMUDA:RASS WAY BE REPLACED WITH 5 lb/ace CERnPEDEGRASS. O
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE PIEDMONT - MAY 1-ALIG. 15 r
OVERLAPPED TO THE NEXT STAKE. COASTAL PLAN - APR' 15-AUG. 15 W
3. FOR STAKES, USE 2X4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED DATES
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND SOIL AMENDMENTS APRIL I - JULY 15 LN
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM r•�L••I
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING
0 NGTNE E DOPE SIDE IT MAY OF THE STRUCTURE.� BUILD A TEMPORARY �/L TESTS R APPLYLB/ACE GROUND Acrean- SOIL AMENDMENTS
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE
APPLY LINE AD FER ILM ACCORDING TO SOL TEST. OR APPLY 3.000 b/aae
MULCH GROUND MRICULTIURE LIMESTONE AND 500 b/care I0­10-10-Fmnuz L
TEMPORARYFABRIC DROP I N LET EROSION CONTROL APPLY 4.000 /,�E moi ANCHOR STRAW BY TACaNG WITH ASPHALT. NETTING x
NTS OR A MULCH ALiCF10RNG 7110E A DISK WITH BLADES SET NEARLY MAID T CAN BE Z
USED AS A MULCH ANCHORING Toe' MULCH W O E'I
MAINTENANCE APPLY 4,aoo b caw. GPAIN SmAroR EOUIMENT COVER OF ANOTHER SMTABLE t-�-I n j
MULCH. BY TACIONG WITH ASPHALT, RANG. OR FETING OR BY CRIMPING O O
REF7RRR IF E GROWTH IS NOT FULLY ADEQUATE RESEED.. REFERI AND MULCH Y RING- WITH A MULCH ANCHO TOO.. A DISK WIN BLADES SET NEARLY STRAIGHT CAN BE
MEDATELY FOLLOWING EROSION OR OTHER D4AAGE. USED AS A MULCH ANCHORING TOOL z
MAINTENANCE
III -i 7
REFERRE THE FOLLOWING APRIL WITH 5o lb/owe NITROGEN. GROWTH F--H
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR.
SER DENIED, OMIT K;FA AND MOW AS OFTEN AS NEEDED.
APPEARANCE IS
TEMPORARY FALL GRASSING DETAIL DEN Z z Z O
SEEDING MIXTURE 0
SPECIES RATE (Ib/care) FALL—WINTER
Rye (grain) 120 PERMANENT GRASSING DETAIL n
SEEDING NOTES SEEDING MIXTURE I--I F2) z
SEE IN ACCORDANCE MOUNTAINS - AUG. 15-DEC. 15
WITH GRASSING DETAIL COASTAL PUN and PIEDMONT - AUG. 15-DEC 30 SPECIES RATE fib/acre) Qt
TALL FESCUE (BEEN RI 1W0 OR
II_ I Z25
CO SOIL AMENDMENTS I))ROVEDvARIEDEs) 200 I�
FOLLOW A TESTS °R�Y2000 1 GROUND AGRICULTURAL
LIMESTONE AND 1.010oB/ARi -10- 0FERTILIZER. SEEDING DATES
rc :J ,AOIMRY - MRL
_ AUG= - DECEM ER
SEE SITE PLAN FOR INVERT MULCH
I— SOIL AMENDMENTS
APPLY MULCH
LB ACRE STRAW. ANCHOR STRAW A TACKING WITH ASPHALT. NETTING. APPLY LINE AND FFRfRRERR ACCORDING 70 SOL TESTS, OR APPLY 3.000-5,000 b/ern -
OR A MULCH TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL GROUND AGRICULTURAL LIMESTONE THE LOWER PATE ON SANDY SOILS) AND
1.000 b/ern 10-10-10 FERRURER.
MAINTENANCE MULCH p"1
Repair and refertilize damaged areas ImmeSatey. Topdrea with 50 b/acre 0
TYPICAL GRASS SWALE Ju e 15, n ki March.wi N it 4 necessary to ieMM temporary cover beyin) MULLAPPL 4ANCI 6leers GRAN STRAW OR H ASPHFM COATI MI OF NETTIN SUITABLE
11,
June 15, ovarawd with 50 lb/acts Kobe (Piedmont and Coasbl Plain) MUCH. ANCOR STRAW BY TACIOIIIfi WITH ASPALT. ROVING, OR NETTING OR BY OAF- ("�
or Koreon (Mountains) lespedszo in kite February or early Mach. NG WITH A MULCH ANCHORING TOOL A DISK WIN DUDES SET NEARLY STRAIGHT CAN T
BE USED AS A MULCH ANCHORING TOOL v
NTS
MAINTENANCE 1-1
FERTILIZE AODONDING TO SOL TESTS OR APPLY 40 barn NITROGEN N JANUARY 04
r~
OR FEEIR ARY. 40 Ib N SEPIfl6ER AND 40 b N 9MMM FROM A 12-4-6, 0
16-4-8. OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING w ,C.r
WARM WEATHER AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FER WL Cd
AN MULCH DAMAGED AREAS IMMEDIATELY. NOW TO A HEIGHT OF 2.5-3.5 INCHES
ZQ) C vi
N
1-1 4 i T o Co
v) O Lo � ti
a
Z z C1) Lry]
� z
I I z
TEA 0 a DU7 w
41 -1 '_4
Wo
Q-1 U p v
N� o
W � � 0 X N
CU
E-4 - a I:T.
CIO
H
I
S E A L
t 17374
t t kit '<�jA•�1GINE�'N—
�'� �REGO� •�•
APR 1 8 2011
DATE 04-18-01
DESIGN PGT
DRAWN MVL
V 2
SHEET 2 OF 2
00096

TO WILMINGTON
N
. Rodnor Rd
A
21 SITE
ROBERT a DENISE HAUPTMANN INLET POINT HARBOR W.S. BUFKIN (ETUX. ETAL) I
8510-004-023-000 WILLARD a KATHLEEN G. BUFKIN DONALD KELVIN STONE COMMON AREA BOAT LAUNCff Ave.
MAP BOOK 1517, PAGE 791 8510-004-024-000 8510-004-025.000 I WILLARD S. B KATHLEEN G. BUFKIN, EARL IT a JENNIFER C. TODD 8511-004-012-000 -- HurneHe
. 28 MAP BOOK 1648, PAGE 230 MAP BOOK 18I3, PAGE 1077 MAP BOOK 1648, PAGE 230 8511- 004-010-000 DAVID W. a TERESA C. ROBINSON MAP BOOK 1419, PAGE 249 The Ca a
MA Blvd. InlBf Poinf
P BOOK 1686, PAGE 1052 8511- 004-Ott-000
29 30 31 I MAP BOOK 1829, PAGE 230 p Ct2 r0 `
32 33
TIE-IN TO EXISTING ,- 6"x 6" NJ TEE - 34
W
6• LINE
@ 611A 6" - e^ 6V a e 35 36
NJ TEE Q
1- %" BY9 B - -
TERESA ROBINSON WILLIARO S. a BEVERLY BUFKIN, JR. � 41
CONC 8511- 004- 013- 000 8511-004-014-000
EXISTING E 7L 0MON MAP BOOK 1517 PAGE 1277 R
O MAP BOOK 1844, PAGE 307 I � ROBERT C. WELLS, JR.
GATE VALVE 54N. 5 ar.N.
T IF 10 72GAZEBO COURT ( Private) SAN SF`ER M M
_ sr ( INV= e.33' 85II-004-015-000
TOP ' ll SS' "PF"N41L 12.4 r'-.. \
L
sss MAP BOOK 15 , PAGE 1065
INV ] l5'--7 30 � 12 SSz -� .a --®-- - - ._ 3C ACCESS I f+FT j2. ,2- rAgUTILITIES B, D A N E
6 W (EXISTING) _.< . l r / l L_.!. �. ..1 __+l.'_. . .< �6•,.�. . < z r" xl... z• -- . _1 _. _ + / ! !._ .._ _ r_.. -..�
ss
7
t + ' , +'3 L. v 1 3 it TO a.
CA ROL
2 REPLACE EX/STING 2'• 5 _ 9 •A�-.h..�.;"•Y` t9 W ° 0 2 : i - i ' ' +12 5 3r j2 0 ___- -2f BEACH
-
,a S 85 55' 4B" E + + 12,9 j.
_ I / 150 (i' 1 h+H �� v 1070,74 66 } TOP PIPE 5.92' B
EXISTING 6'• r„ l40 0 ''r4 �2.42 • . 93 5 / / I / 1 �` �' s +® 62 9 rCM�IN<"+✓
GATE VALVE I j/ WATER LINE WITH 6"B + / °°. + / 5 5 rl 62 2!7.46' 103 x �� �5 s 5.9 �,�„Ic ]Jahn j.2 l94 6 TOP PIPE 1.62'
/ / / / SILT FENCE / ' I a 5 / /84- - >L + 4 0. LOCATION M A P
AN
/ 5 A 6 j 304.58•
3 ; WATER LINE SWALE INV. r S.5 ' ;WALE :NV. _ ?' / ♦ I I A 5 +' // / / - ' ; � _/ B • / 4 16�, 56.87 E
°`•< j / -�--- 8 / / 15,r140 SF I J I J j T r I / I I Y / 6 z/8 219
`1:;: I ♦ / I o ! 0.35 AC. -r--
jr m / I°`` � l- 6"x 6^ NJ TEE
/ / ♦ / - 6 /
II v'j ...`. J 6 ' 6vBe / / j i+aa r I I j
-� ^ 000 ,6' Y/ ,G` 2 I P 1 - HYDRANT ! / j / / j J / / Y<'.�r 2l) ,>?
J / I 1 o z I / ♦ / j / / j / j 1A
W W ' / / /FP / / ! / / ' ! ! / / / / / \
C5 w I Jr I / / / i\ I I j I �, I I ! I I / / zt6
r O j ♦ ! I = 9.0/ / / F' ✓ualsolcrlON4L j / / I / /6T / j / / ! zce R/W
Q LS a ^ o s r..• / } ! , F / / �\ / / 6 I / \ eouau4rrr I / I / / / j/ / J ;+ / +a. �I MEAN HIGH WATER zre $r. 111....
:.o. PROVIDE lGt� LF 1 .! s f f !`J' 1. / J ! j / j f
p 2q V j I / J I` / !/ \ ♦ KATHLEEN BUFFK/N _ / j / / !6 / ! / j 17 j / }! / zzo 51 _ a1�T , to'
p H � - z.. GRAVEL CON57RUCTlON ! / \ 0 / �/ 8500-004-001-007 � f / / I / ® / / ! I � tr"11aHr OF WAY11
v m C11. Io / / !/ / I / / c / / !! / - ! / / �� ! / / ' / / / 1/U m ENTRANCE (SEE LL'TA1 J I ..:" a 6 I I I ! J i _AB U.
-
M Op ' 3' / 3 I 'e / /;';:`?. / • / ♦ ! / Lr / I e ,• '...'* / j J MAP BOOK 1848, PAGE 1030 ♦ j / / '/ / / / _ ' J j zo9 - I EASairic"nT
t)$ Y / _a / / ♦ / J r / e ♦ \I /' / / / J J I / / / / / J ! / j / / / ! / , / (1 a .. )PAVEMENT SHCJULDfR SWALIr SWAL£
/ FP = 9.0 / J i iFP - 9.D � j \\ 2l4 .
/ I I I I / I / / J J I I � - /O'-3 ;- 5'- a 75 r 7_5'- +
/ j j / ! J] v
S c 2 156' 148' a / / + I / j/ 9 / / ! j A t 1 / I / / / I / / t ,♦ I 4S I I } 6 I jr / / " d
'11 6 6 / / / I160 / / 11 zla I/4 PER. FZ' I " a.
Q f v / !'. ♦ / I ! / / / / / / + / 1 SLOPEi
/ 5/ / I / _ / / / /
rt / I i ! J I ♦ ♦ / % I / J r I / / ♦ I I / % / / I ! / ! I 6 I / +. / /a. I zrG zzl . PER FT. 01
I lU'- I / I I j -sI IF2
3 i /I ! 8 I j \ ♦ / / / / 66 I J I // I j M J / / / I I , ♦ I / j J I / I I a 1 zzz
f SWALf INV.
/ / / / ! / / ! j r / 1 2 s
3 I FL'= 8.7 I / /� I / / / / / FP = 8. 5' 6 / i ;� b I / I / I FP = 9.0' ! /CH LI / I ! / / ! / / I / ! k z,2
r0 'S/ / / / ♦ • / ,E• / ! / ! � 223 F, ,
j l / / 8/ 1 zn S /.
ti fm J /I � / ! / I ' /� / I I I / � 9 I / / / I / ♦ � SECTION A-A
z I i f to ,� r 9 j ,. j 6 / / � � - •-RA e/
4� c5 J p I 6 I I / / Ca / • / 1- 6". 2" MJ TEE / / 13 / I / //� I I + I j f' / e ; B.O. /. - / / I o / I I J I / ` \ . STBC or ABC
O e m = I / O J O j ; j I j I I I �! / I / J I 16 I / I+ 5 18 / / / 1
Ct
�c I ! 6 j z24 Ci TERRAIN MAX. SLOPE'"-
v ^ J N // ,/ ! JURISDICTIONAL j ! - �,� ! / / - z"G v e e I / ! / / I / / / J ! - / / v/ / / / / / / / / 3 / 1 \
p ,• , _ 'mI I , I I / / ! / I / jr I I / ct J LEVEL F:1
W / ! BOUNDARY / / ! o / / ! / I J /_ 610r 2" REDUCER ! !. .' I 5 _
Ek p k I I j / I / ♦ j / j I I I / I ♦ / 6 / 8 / FP- 8.7 r" GATE V B 8 E J O / / / / / ! - / / j 223
/ I / I r / -'✓ / FP - 9.0 I r HI LL1AlG
^T m p W ' / / T / / / \ I / ♦ / /♦ / /+ / / /, Ix I `+! I / / / I I 1 I / Q ?•f
b I / I
p r, ! / IL ! / / fxe nx! s.z, / J / I / % J c ! Ise r / / I I / I / I / ♦ z26 r!
I C U 7 / I / / I / SiOTSF` ! / I ♦ ! PROVIDE 3 cr / I / 1 q 1 I j I ! J I I r i I I J I / / / / r HILLY
N 4 r '' /_ ! (� T72 AL,.w / / / / / ! ! RIP RAP/ / j N / j / / / / / r .�,. ,,,/// /9 / I : I / / / / I / / ! ♦ R -% 4, -
m ; o h / ! i J I/ ! / ! / ! J ! 4F
r0 ¢ m V) c v ti / / I 200, j / / / - - / / / / J I I I I b / / / J I I I / / / /
/ i / ! - �/` / �- / / / - I / ,! / / 0 0 / ! / / / a / J j 2 0' S: P+ z2a STREET CROSS SECTION
i ! / ! J i / I-6"E 6" MJ TEE J ! J / J / 8 -7--+�-7� / a oP
Z Qi O z; 162' ! ! / / / / / / / / c�" r T> r A r / ! / / / / I / /' / ! / / ` ' +5 1 ,. ,.5. a �'
Y / I I I / a5 a /cF_„ ' r ! / I / �/ j I I / 1 j / j ! I I I I ! I / j / / j / a p
�f�/ /' �,, p, J ! ! p / / / zz9
p ,Af le JURISDICTIONAL ! I j I / I r ram. X 1 nI 8 0 \ / ! r I /_6., 6v a e I I y _/ I -r _ ! / �•�
O m 'I y�aa ^(/� J r / j� l- MYDAANT / rr O_., r
Q• > /" `r BOUNDARY / - I P
Q / L FP 8. 5 j / / ♦ �/ ! /
_ SILT
o ' a I b F.. ! _ ./ I 8 6 /I ! J ! I / / / I h
,I / ---y, 'h �✓ / *S s / / 1 FENCE / z3z
+ - 9' 6 ♦ /, r ! / J o J , -r / j �- / I ! / / J 231 N
t 5F t / �- + I / / ACC 5.5 B uTIU r J / / I /
! / / - K .6 / r \ b /0' b T / /' r / J / FP = 9.0 i / i 6 - _ t AGE 7A A
-» I /✓ 0.08 7 / J I / , 6 I ta.o K 8 UE I 5 I I / / 3
I • / j / !.' !. / I y J i RX ♦ 120 IAsr ! I I S b / / j /9 I / I i / z3a DRA
U7 I! , h + I I /� J R' - PIPE R.O. RAINFALL PIPE
/ / r.'0� / 1� S/ / / ! °W --�- 6 /- / / - / / ! I ! ; 5 / �_- NO. ACRES �OEFFICiE_-N ---IN/HR --Q14F^�.._-SIZE---- GRADE
7 J J '/ l / !' @ I ry I J /
2 z f v f / I '--/ . l / / I I ! / / 2 J j /�\� . I !s • H / s ALE / ! / / 5 I I I j l9 / / I 1 29 03 6 52
JI . ,3 i/ / / j J / / I iV \ / • / 1 � I j MH � / I / I I J j / It6� j / / 29 z]4
Y o o V. ?.O So I h., G I / i 15" 0.5%
SEA/ / / / / / J� / l5,678 SF -
W j PRDv,DE 3 crJ I s L LY LA Es
V I ! RIP RAP j. ! T �J /fio -�..-�._ ♦ ---{�`s.z e 1
/ ! / / I / I 1F ! j I , I / / I• - j / LbO+ 3 ' / 0.36AC.t 1.7 0.3 7 3.6 16' 1.0%
7 (0p !1 / / /_ / -. j_ r'. 3,374 SF
6� �"7SS liyv t.T 1---��/ ,•/ / J / I / / / i
6% 14 / / ! f ems'- I e.o j I 0.08 Ac. �I . I / -� a J / I swA
p 147 /• �;'`/ /\\\\" �B ! MH/ 2
2 r, I / / / J j ",� / 6 �N@ll !. / I / b r0' J - . _. -.�- =/ I ^/FK=-x- ° ,� ® a e6/' yz j6
.. M ,loa ! I / o ! / I / / ? 'R' / 41 /J J / • / D UE�V• J R/w a r •f r.PE ,.rE '- _-- ..ter v A/ 86007' 49" w 5� K /4/322
IZ m 01 ; i .a / / I / / / I n ' r�! A• j// i i / I / ♦ ., ' . , 9
Y 0=r - 169, - tc I I / I / / / /� / /I ! JURISDICTIONAL I / / I a r 3 a -. • IF /4' -- � NOTES,
W a' c / / / / / / BOUNDARY / / ! / j !
m o Y 3 y e ° „ t Le .� I / ! / ! if / I / • J / ! I / j ! / _ - 1. ALL STREETS ARE PRIVATE AND WILL BE
h o I / A / I / J / ! ♦ / / / / B �" - MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
mm / a 9 a I I t jCH: / j / ♦ / j ! fi s
v 4 a , / / t v )/ �� !/ J41
a�r /�P =8.5 / 6 ,yI/ I (-q ? 2. GROSS SITE AREA = 9.44 ACRES.
\J / Z
/ 40 ! I j 45'R
! / / J 11 / I 6 P (�.r.,_ � 3. CLASS IV SOILS = 0 ACRES.
TEMP 1 J* B / rOhME L p 1
4. BASE SITE AREA = 9.44 ACRES. - 1 Fl Lo fs 1
CHECK k' / , / i i / i J* i i i - ! / • / U cI,ARLEs G -E SWAI.�' CROSS SECTION
°A""� / 1 J I ! I I I / �'/r / / FP, = 8. 5 / o 2 WIFE ` 6. ALL BUILDINGS SINGLE FAMILY. TOTAL LOTS - 19.
INV. ,r"' 6.0' = �,r / / ,LOAN TEAGUE R Ste` \\
PROVIDE 3 CY �J ZN�
/ c� / J I I - _ / / / /�' ♦ J f J - to 8-P' CFS)
B1P RAP AO ' / / I j I / I / i J j ! I CEEO BOOK 1.16i; PA E 982 - 6. TOTAL ALLOWABLE LOTS = 24/ / / / / / JURISDICTIONAL /J 9 L/ I 16 b I I I ./ I BOUNDARrj / I h`�' I / ! \ 3 ,{s. >q 7. tvUML=ii OF BEDROOIv1S PER hN1T = 3.
/$� / ! E / / `f�`•� IMANNING) ° L4S X_!�.,x+IGS +66 ! aA 90b TEMftORARY // I ! % FP.=8.5I I I I % - 7 r8- 5 S F D n - f 8. WATER SERVICE BY FAIRWAYS UTILITIES, INC.
j ! / / ! / / / / )! 622 SF i o 1.49 x 409�.''X .DO/ 9, SEWER SERVICEBY FAIRWAYS UTILITIES, INC.
-W INV. (OUT)c 5.6' CHECK DAM �� / / / / I / / / / I
o/i PROVIO a cr I H. / / SILT FENCE / / / I / \ D.Or qC I I,B36 SF f" �'2$} �' -O3 10, SITE ZONED R-15.
Uri RIP RP PR v4rt 6 U6 j / I I I I I I I
(� SILT FENCE / / ` 1.7 FP$ 11. STREET R/W 45' WITH 10' UTILITIES EASEMENT QN-`rA 3 /7595 56 / ° OB' S W ! ! A.
D y / 75 +� 9 3 /00 27.76' A A 'oP E'PE 4 R 93` -r EACH SIT .
2 / 69.9
-._... .� + - (- -_- +° e ----- -�----- j A III / I // J I j 599.95 5 n 5+ - - - 12.R/W DRAINAGE TO BE INSTALLED PER S
4 ' v0" ME 14L Pro ,(` SPECIFICATIONS.
INVMEAL PIPE a - r f. = J 4• I ! / WALE INV. r .7'
INV + J4C' P / • r2
C - - - - ♦PROVID,� to cr P RA N( L I 13. ELEVATIONS ARE RELATED TO MEAN SEA LEVEL,'
ti Y t tE �E x r of !
W - - s / M>p5H NOTES ON RIP RAP APRON (MSU.
ROBERT LENS P. WATSON g 4sP-r4Lr � ,5 _ �
�` -DR, S'LT FEAC'E I £ 14. NO CONSTRUCTION SHALL COMMENCE UNTIL
8510-005-012 - 000 �1 ° + / CONSTRUCTION SPECIFICATIONS ���-------- PERMIT IS OBTAINED FROM NEW HANOVER COUNTY '
MAP BOOK /637, PAGE 662 W m° MICHAEL STRADA (TRUSTEE) / / / Lot 64 't' "+ 'A - 'f s'� ?' _as SOIL EROSION AND SEDIMENTATION SECTION.
1 4 M 1 8510-005-013-000 / 1. EXCAVATE BELOW CHANNEL OUTLET AND WIDEN ' - W 4 2s' U.E.
f Q MAP BOOK 1595, PAGE 680 v\ I DONALD a ELAINE M. MARTIRE CHANNEL. TO THE REQUIRED RIP RAP THICKNESS FOR PLAN SLOPE as REDID {/" � 15. 100-YEAR FLOOD ELEVATION - /1.0'. (ENTIRE.'
? Lot 56 8511-005- 003-000 EACH APRON. FOUNDATION TO BE CUT TO ZERO 3.75 t25 5.5' �` FEAFz s•, S:1 PROJECT IS BELOW 100-YR FLOOD ELEV.)
Lot 55 Q I I MAP BOOK 1274, PAGE 1776 GRADE AND SMOOTHED. -±- - -
` Lot 57 Lot 63 SECTION A-A-A `\� 16. LAND BELOW •100-YEAR FLOOD ELEVATION = EIA4
2. PLACE FILTER CLOTH ON BOTTOM AND SIDES OF ACRES.
I j BARBARA SCRIVENS a DANA C. JACKSON J I / PREPARED FOUNDATION. ALL JOINTS TO OVERLAP A
h n° PAUL E. COWAN 8511-005-002-000 s / MINIMUM OF 1.0'. - 17. STRUCTURES INCLUDING BUILDINGS AND STREETS•'.
41 ! TEMPORARY
v o ' 8510-005-014-000 MAP BOOK 1364, PAGE 355 2 44 - ROTE, AE Mee PLACE➢t"M = 2.36 ACRES.
s I CHECK DAM 3. EXERCISE CARE IN RIP RAP PLACEMENT TO AVOID WITH W TOr,SURPACE AP
Q r MAP BOOK 1632, PAGE 8519 / \ RIP RAP AT sANe Level. +`
o I �F� DAMAGE TO FILTER FABRIC. L. - 8.0' -. AS A°Rmm n u»R 18. IMPERVIOUS SURFACE AREA = 25% OF BASE SITS.
- SURFACE-Np WERFALL AREA.
/ az PLACE RIP RAP ON ZERO GRADE-TOE OF RIP RAP TO SII " EXIST.
I SECTION II DOLPHIN 8A7' \ 3r �I BE LEVEL WITH EXISTING OUTLET - NO OVERFALL AT SECTION A-A e,E ��i y,A SYMMETRICAL CUL-DL-SAC NO CURS` 19. LAND DISTURBANCE IS LIMITED TO STREET RIY1 !.F
I ! -m
Mop Book 2, Page 9O 3 ` +A 6 ENDS. `Lfg r � - UTILITIES AND DRANJAGE EASEMENTS, LOT FlLL
� \ TOTAL DISTURBED AREA •:;,-
� ^ >✓ Ei. REP RAP TO BE HARD, ANGULAR, WELL GRADED 6.20 AC.
st �` CLASS B EROSION CONTROL STONE. FILTER FAAFIC 20. MIN. LOT SIZE IS 15,000 S0, FT.
6. IMMEDIATELY AFTER CONSTRUCTION STABILIZE ALL
DISTURBED AREAS WITH VEGETATION AS SHOWN ON 1q/p /7Ap APRON EG/DGNOTEi
.' VEGETATIVE PLAN.
5 /^ ( 15"0 PIPE INLETS B OUTLETS) 100 YEAR FLOOD ZONE A-10 ELEVATION IS 11:0'
/
�zl 0 CONSTRUCTION 0}J ©i_iLE J� _ __ REF, COMMUNITY PANEL #370168 0104E, $EPT-':
-o TOP 6 ]D
S, 1992.
MEAN HIGH WATER AND JURISDICTIONAL
_ PLAN APPROVAL AND OTHER APPLICABLE N016S ON TEuorsARY alEcic DAMS
PERMITS. ! al
T _ CONSTRUCrION 3PLCIFTCATIfUS BOUNDARY SURVEYED FOR LUNSFORD'
2. FLAG THE WORK LIMITS. Q EXTEND RIP RAP UP RICHARDSON, JR. AND APPROVED BY U.S. ARMY
TOPOFOF DITCH 8MK I CLEAR AREAS UNDER o,a CORPS OF ENGINEERS REPRESENTATIVE
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST Q G� AND 51RIP R00iS z�NP Ott JEFFREY H. RIGHTER, JUNE 14, 1994.
J t� TOP OF DITCH BANK TOP OF DITCH BAA9r oaTACriCNAaTE t9LTE3 D1t
ONE WEEK PRIOR TO STARTING CONSTRUCTION. /001 (� r'
/ Q 117!/� S/'MIN FREEBOARD /r 'Ih •///3"/A'.`///�dA Q
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE. �� ./ . r - B'M&-► �I 2• F=VATE A CUTOFF ':? I A MININM CiF 2 FWr ql AND 2 FEET
w PERMANENT SEEDING (EARLY SPRING AND FALL) PS L �j e ` a rFILTER FABRIC 1.5' UNDERBELO GRAM
t 0 cD oP S r S IPE LAND B.TTO .bccxvnLE.
6. INSTALL SILT FENCING AT LOCATIONS SHOWN ON / �+ / WIDE
u 1� 1.5'± BELOW GRAAE a:' D21C71 SIAGBIAYES AND BL37'tC7M. .PLAN PRIOR TO GRADING ADJACENT UPLAND ArTEAS. Ls'sroN£ THICKNESS
\♦e `/ ;�/1•- BELOW GRADE
6. INSTALL SWALES AND STORM SEWER PIPING SEED `00� Dr7CH BOTTOM � ,3. APPLY FILTER FABRIC UNDER aOCR PILL PROM UP67M M EWE OF I7AN 11
SWALE SIDE SLOPES AND INSTALL ENERGY ,/
DISSIPATION DEVICES. SEEDING MIXTURE 6"min X �, +I ,,, _' #5T WASHED 57UNE TO DMMRF.M•f EDGE -7 APRON. OVE L FILTER FA%0M,A MINMR
SPECIES • RATE (lb/acre) :,1,- ,��% OF I F= AT Ala. TO :ms, wriB Ues•7RFJua ED= r�tD cv&R >#rrsatiFrrM
7. ROUGH GRADE SITE AND STREETS. Tall fescue so
a Pensacola Bahiagrass 60 2-3" r.�\cEDGE'
ki v 8. COMPLETE FINAL GRADING FOR STREETS AND Sericea lespedeza 30 Coarse aggregate /
STABILIZE WITH GRAVEL BASE COURSE. Kobe lespedeza 10 /` 4. CONSTRUCT' ERANXMEW;' WITU WELL-GRADED ROCK AND.GRAvsc To SIZES LEGEND
TEMPORARY CHECK DAM SECTION AND DIMENSIONS SIAM a DN THE DRAW=$.
'1 8. COMPLETE FINAL GRADING OF GREEN AREAS AND CONSTRUCTION ENTRANCE DETAIL UPSTREAM VIEW '''i
+19.6 EXISTING GRADE
PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH. SEEDING NOTES 5. INSTALL amm DAMS '3maR CU' =M' at REGRADING EXISTING f___ FINISH GRADE
1. From Sept. 1 -Mar. 1, use unscaritied sericea seed. NTS (NO SCALE/
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES Drraas AND PRIOR TJ BEGINNING ESOAVATjON OF NEB DITCHES
2 I o WILL BE INSPECTED WEEKLY AND AFTER RAINFALL 2. On poorly drained sites omit sericea and increase Kobe to 30
OR S`A'ES• •-18---- EXISTING CONTOUR If -7r-� -•�
EVENTS. NEEDED REPAIRS WILL BE MADE lb/acre. ° -20- FINISH CONTOURcc 1-�` f, /n 1
J o IMMEDIATELY. S•-R" TYPICAL 6. STABILIZE IMMEDIATELY ALL ARIAS DISTURBIM DURING 0ONSTRWrION
o
3. Where a neat appearance o desired, substitute carpetgrass far a!»c - DITCH
I
� ` 11. REMOVE ALL TEMPORARY MEASURES AFTER SITE IS sericea and increase Kobe to 40 iblacre. _... -
" STABILIZED AND PERMANENT VEGETATION IS VJG U V (A/t Q
ESTABLISHED. -••-Ss- SANITARY SEWER G�V
NURSE PLANTS •" TIE
7. BEDIMEN!' TO B$ RES%'YSSR.FROM DT1CYt.aNU S:9tSi.0 13d11'OMS NItFM 1
12. ESTIMATED TIME BEFORE FINAL STABILIZATION - 12 Between Apr. 15 and Aug. 15, add 10 Ib/acre German millet or 16 Four nwrii or mAmIAL lane (`X7tzEoft{Y UItS'mpi ,,klbr cli=' DAM. _W- WAtER
MONTHS. lb/acre Sudangrass. Prior to May 1 or after Aug. 16, add 26 Iblacre • C.O. CLEANOUT
rye (grain). -- REMOVE SEDIME'm TO FO, IGIT GR1tDG: :,'E'Vi1TIAN"�fiPF7cIF'IFyTI'MR
. COMPLETED DrMl. -K- WATER VALVE
" EROSION CONTROL NOTES' SEEDING DATES ° B.O. BLOWOFF
kk
` - Best Possible - ; F '' T HYDRANT
L ALL CLEARED OR GRADED AREAS TO BE MULCHED Early Spring: Feb. 16- Mar. 20 Feb. 16-Apr. 30 �e ! 41
AND SEEDED AS PER SPECIFICATIONS WITHIN 30 g EXTEND R/PRAP UP i �+ r MH MANHOLE .
DAYS OF COMPLETION OF GRADING IN ANY GIVEN Fall: Sept. 1 -Sept. 30 Sept. 1 -Oct. 31 , : SIDES OF SPILLWAY C e FREEBOAIRO 4B4t ■Ql. OhtOR INLET
AREA. r To Top of DITCH �- _BARK - ••- c=== STORM SEWER D
2. CONTRACTOR IS TO CONTINUOUSLY REMOVE ALL SOIL AMENDMENTS nooaY RL s'
k T • C.B. CATCH BASIN
SEDIMENT FROM FENCES AS REQUIRED 8Y Apply lime and fertilizer according to soil tests, or apply 3,0006,00p ,ln
INSPECTOR, ANY COLLECTED SEDIMENT LEFT AT lb/acre ground agricultural limestone (use the lower rate on sand arcN/sWaE "
TARPON Y _ - - r ✓ -- - BOTTOMfrLev.. VM1rSj C'--+) r av a gYAyNSn- mNe N . SILT FENCE MAY I n / n
I DRIVE END OF JOB IS TO BE REMOVED. soils)and 1,000 ib/acre t0-10-10 fertilizer. `' = 1a'MrM
-- ._...._. _._�._. - _ _ a suer Pae»ro s"r�• _ .. I r+, , fA jYfIK TYl�44rNESlC7 '! CHECK DAM j
3. SILT FENCING TO BE INSTALLED .AND MAINTAINED OaYra♦AA 7 ��yp tdTF1!/BWALE BOrTDM .tr"V. w1.tsi.
SURROUNDING ALL DROP INLETS, CATCH BASINS, MULCH ° r♦' °" AsIIMIM) SroBE-♦�` �" LtYIl4 YTi1 / !/r/ r/ DISTURBED A EAS ENGINEERING DEPARTMENT
AND MANHOLES UNTIL STABILIZATION IS COMPLETE. Apply 4,000 lb/acre grain straw or equivalent cover of another suitable n+IcxNEss e£Low �" �. .� ti "% •` .4 �` +. I/// I ✓
mulch. Anchor straw by tacking with asphalt, netting or roving or by "°a 05Z� BR'AO£ r
4. SEDIMENT FENCES AND CHECK DAMS ARE TO BE crimping with a mulch anchoring tool. A disk with blades set nearly STONE RIP RAP F1 I /p� GJ�L
REMOVED FROM SITE WHEN GRASSING IS ACCEPTED, straight can be used as a mulch anchoring tool: O�nR_ CAJ C&
AND STABILIZATION IS COMPLETE. 0 9 rs = B"M/NF �� �� z l
F•I W et(D.� i
b. ANY MATERIAL EXCAVATED WHICH IS NOT TO BE MAINTENANCE TEMPORARY CHECK DAM SECTltN er �,C
USED FOR FILL IS TO BE REMOVED FROM THE SITE If growth is less than fully adequate, refertilize in the second year,
UNLESS OTHERWISE DIRECTED BY THE OWNER AND according to soil tests or topdress with 6001b/awe 10-10-10 fertilizer. SIL T FENCE DETAILS
ENGINEER. Mow as needed when se PROFILE NTs (NO SCALE
is omitted from the mixture. Reseed,
fertilize, and mulch damaged areas immediately. i
YIHONOTE2 .r. .

Z310NOH/A
S1N 'Alele!pewwi seele peBewep yolnw pue 'ezlpllel
5No151n36 ( 37V0S ON) 'peeseH 'elntmw eyl wol; pelgwo si eeoues ue4m pepeeu se Moyy '833NION3
Gb/ba/fi 371.906fd STV130 30N3.d 1 7/S 'lezllltley 0t-01-Ot aloe/ql 009 yl!M sse/pdot to slsel 1!os of Bu!pl000e (INV 83NMO 3H1 A9 03133810 3SIM83HIO SS3'1Nn
L 66I A7nr ,� .,,•
'leeA puooes eyl u! ez!p11e;61 'elenbepe Apnl uegl ssel sl yl/Ao16 lI 311S 3H1 WOMB 03AOW3H 39 Ol SI llld MOd 03sn
31va •;'.1`^ � yd�,• N011039 WVG )I03HO .(YVH0dW31 30NVN31NIVW 38 Ol ION SI HOIHM 031VAVDX3 lVIH31tlW ANY '9
I 10 I "• S 's 3131dWOO SI NOIIVZIlI9V.LS(INV
133HS ` : "`TA *%
_ r L' rNnr .6 = °ar I 'loos 6wloyoue yolnw a se pesn eq ueo lg61ells 031d303V SI ONISSVMJ N3HM 311S WOHA 03AOW3H
Ob = / Lb66 t "' dradla 3NOlf Apesu les sepelq yl!M Ms!p V 'lool Buuoyoue yolnw a yp/A 6uldwuo 39 01 3HV SWVO X03HO ONV S30N3d 1N3WI03S '4
37a°s l Z _I e Aq Jo Bulnol Jo '6ugleu 'lieydse qpm Bul>foel Aq Mells IoLlouV 'yol6w
/ / / i 30YMS 'Sod `r10A1 elgel!ns leyloue;o Jenoo luelenmbe /o Mells uIe16 aloe/ql 000'4 Alddtl '3131dW0O SI NO1IVZIl18V1S 111Nn S31OHNVW ONV
HSr 1. c ' / / / / /i �� ���" " ^�� \\s AM" SS3""n� � HOlf1W 'SN1SY9 HOltlO 'S131Nl d0H0 llV JNIONf10MHf1S
b •''.s,15 ., [� ; (S3HOr OZ1 / / o/Nate N31]/� ', i\� -s r 3NafS fNvwl,rr „s-,n .ene 03NIV1NIYW 0NV 0311V1SNl 39 Ol °JNI'JN3d IIIS 'E
SV3HV 038N(11s10 IDNavd Ad's - - -
Q�d / I / ' O3N W l) //^r-- —> �r53/a1'A A373/M'°11o6 - - _ a/»-s a,a�l A.
- s- ��-- T• _ , Apues uo elel leMOl 6yl es Zeuolsewill tlelnenou6e 0pu0no,6 ajoe/ql A 'H0103dSNl 3nl d0
1 V d ) a' (tWO A A373/ /a01106 37mg1Noll° a-
LIl1 -�� Mo7e I — —°- — - I. NOd 2/171
Nntva° n .•• WVO X03H0 fSS3NX0/Nt N/N' ,/I -
„q.N Na1,01 - -1 -
30N3d 17/S ii 3NO1S s I 3701S/N91ro A dde to 'slsel 1. P I liel pue ewl Add A8 0381n03H SV S3ON3d WOMB 1N3W103S
�yy� Y I _ 000'9-000'E I los of Bu! l000e lezli I I V
HSr - 7'1 / > ,r .„°„ b o S1N3W0N3WV1IOS 11V BAOW38 A1SnOnNI.LN00 O1 St 8Oi3V81NO0 'Z
N 9Is3o NIS,xB HO1V0 'B'0 � l a ,r „�"^LNOO v, y _ _ _ _
nHo9
bb91 - 66L (0/EJ N3M3S NBO15 c===� ,nG - XMe V38V
lob BZ "TN 'N010N/W7IM !'NlNI Otlr06339a,1 r, ♦r,4 ArMTndS lO S301S a ' -
3n1H0 N 'N 1 zV7 137NI dodo Tom - L'i,{S- �'"Z, - - !- -- LE 'lo0 ' l ldeS OE '�deS - l "ldeg glad N3AfxJ ANY NI xJNIOVMJ d0 N01131dW00 30 SAYO
do drNdld aN3JX3
I n ag 0£ NIHIIM SNOIV01d103dS Mad SV 03033S ONV
37OHNV N 0E '1dV -9l qed OZ IeW -9l qed :BuudS Al/e3 03HOInW 38 Ol SV3HV (130V8E) HO 038V310 11V
SL3NNbld Puo St33N/9N3 9N/in5N00 elglssod jSeg
S3bI00SS1 Pao 61/ `77/H Is Hd3S0/ 1NVHOAH
l
S31tl0 'JN1033S
3dOA1078 'O'B •
3A7VA N31VAI �- 'IIILIO CM= WOJ '(UIe16) 9A/
Nd7d aOJ miaioads Noi1,VAm aavaD NSLNra o,i, .umrioas am;,mr e/oe/ql 9Z pPe '9t '6nv lelle 10 t AeW of loud ssej6uepnS e/oe/ql SHINOW
3Jb°NV;V 1b3.LVMWHW170MLN00 N019083 LnONV370 '03 • wvo )MID do wvaaLtsan sv11 'IviHaJ.vw ao 1ud3a Joo.J
gt 10 lep!w uewle0 eloe/gl Ot ppe '9t '6nY pus 91 /dV ueeMiee Zl - NOUVZITSVIS -IVNld 3MOd38 3WII 03IVVYUS3 1
aa.T.xla'TOD
d31VM —M— -. . .------ '_ -----___--- __---_ ._. .. .- — SINVId3SHnN '03HSI18V1S3
i N3FIM S5•YJ13L)H 3'IHMS ONV lCaTSCI WOHd 03AOYIIi1 afl OJ. J1•LIDIIOa5 'L 3,a ..
z909 -61 (016) 6r3M35 ANVIINVS -SS---- SI NOI VA03A 1N3NVWH3d (INV C13ZI1113VIS
sobaz oW gNo19N/N7lM •sW(l )MID do --. - -- 'axle/ql 06 of egoX eseenul pue eeoues SI 3IS 831dV S3unSV3W AHVHOdW31 11V 3AOW3H I
1Nnoo os3Zv9 re l n
lol ssel6ledleo e;nlgsgns 'pel!sep sl eoueleedde lieu a eleyM 'E
833a9 OIAVO AS 03d073A30 NOIJJ UISNW 9NJHn0 O-10dJ SIC] 9VJW 9W Aa3J.Vl�rI SZI'IISVJS '9 .a_.�_ .-.._-_-- -- 'I 'A131VI03WW1
ONy N1Xdne AB37H1VX AB c3NM0 anO.LNO0 HSINl3 -02- -eloe/gl 30VW 39 11IM SHIVd3H 03033N 'S1N3A3
3$t1Hd -�B�JdH 1N/Od 131N/ bnoLN00 9NUSIx3 - --- 'S37VMs Ho OE of egoX eseelow pus eeoues pwo sells peu!elp Allood uO Z 11YANIVM u31dV ONV A1X33M 03103dSNl 3e IIIM Z
S30I10Vud 1OH1NO0 1N3WI03S (INV NOIS083 7V 'Ot ;
3oV89 HSINl3 ZBI r S31L7S.I0 KIN d0 NOIS,sIAVJXa 9NINNISIH OL HOIHd ONV S3NJ.LIG (37VOS ON) -pees eeolJeS 91 ueosun esn ' 1e
9NWSIX, `JNIOVHSSH HO 9NINV3'13 311W,3fl SWVO XDWD TNISNI •' M3/A WV3N1Sdn S1N P P l l ' W - l 'ldeS WOJj 'l
S310N xJN1O33S HOInW 0NV '3dtlOSONVI '31tl1303A Al1N3NVWH3d
3OV89 9NI1SIX3 9'61+ 71VL30 30NVHJN3 NO/100tJ1SN00 ONV SV38V N3389 =10 'JNIOVMJ 1VNId 313ldWOO 6 n
'S9NIMVHn 31LL NO NMONS SNOIR W U ONV N01103S Wd0 >103140 .(YVHOdW31 �/ 0t ezepedsel egoX '3SHn0O 3SV8 13AVUE) HIM 3ZI1l8V1S
(INV
GN3937 sms OL 'IaAWD MI )00H S:JOVHO-'i'IaM 111IM JRB NVB1'U JODHJSN00 '4 a)e6a166e asleoa OE ezepedsel eeoues (INV S13381S HOd ONIOV89 IVNld 3131dW00 '8 ;� m
J\. Og sselBelyeg elooesued
3nQr 2� £ Z 08 enosel llel S133H1S ONV 311S 30VHxJ H'JnOu L
; (aloe/ql) 31VH S3103dS
WVaWSNNDO HaAO aIV'I 3903 WVJ&LSan II11M 1S.1mor TN .tv Joal T do ;//' 3u(11XIW ONI033S 'S301A30 NOIIVdISS10
WnWINIW V DIdUVa N.,.,'Ila dVgMAD 'NOdav aO 39® WVAUSNMOO aT, 3A%U$ o3NSrM Lfs I/ 1cN, N°uos Amid �� as ulul„9 A083N3 IIViSNI (INV S3dOlS MIS 31VMS
0a WVO 10 a9 WVdHJSdn WD11J T 3J.IId JDOa UJCM DIdgVa H 'lld A'IddV 'E r 2`c.d
❑33S 'xJNldid 83M3S WHOlS ONV S31VMS lltllSNl 9
30VAM A10739
_II','• "Illy Q' s (llYd ONY°JNIHdS AlHY3) 9NIO33S 1N3NVWM3d
SsaNXo/Hd 3NOLS,r.I - �\ SV3HV ONVidn 1N30Vrav ON10tlH°J Ol HOlud NVId
'W &I"I (INV SedO,S gars HAT30 a0 ammo 1,17I3u i,s•i �I r ! \ / NO NMOHS SNO1iV0OI 1V ONION3d ITS llV1SNl S
9J,VAVOX3 ':JNI7H31K 3 S,T,I J,V WO d0 i'.UXU l 'IV" H3Mlr1 30IM xNara N317/e 11' �` � � \\
Ja.S:I Z (INV d33O J:Jaa z aD WnWINIW V TOM-U da011D V a,LVAV91m 'z ' r� U/
, ONrna33Ne ,!
'3ONVM1N3 NOIlOnH1SNOO l3AtlHxJ llV1SNl 'b
J,/ 'N/w _ •` / ..//� ./ .• i 1II
oo, / �a O 'NOIlOnulSNOO ONIl8V1S Ol HOlud X33M 3N0
AV" N01ro ao dot 'a XNra NOl/O do dol \�Q c 1SV31 1V 30N3H3dNO0 NOiiondISNO038d OIOH 'E
•,viHaJ.vw a'Ima�nrJ�aceo o- U
XMa N21/0 .°o w O� �/1)D '
488L 'bt 3Nnf"H31HOlu 'H A3Hdd3f air Llo cun! sJmH do J,i dia,LS (INV ,IlawaNvcn•ra TcaaNn svaav Hvd'IO •i ArM71 ! sO 3d SlIWII NHOM 3H1 DVId Z/ Q�
3AIIVIN3S38d3H SH33NIDN3 d0 SdHO0 do era d!a 0v31X3
AWHV 'S n AB 03AOHddV ONV Hr 'NOS0HVH018
sNDILVOldlaaas NDrr-'naJSNoo
OHOdSNnI HOd 03A3A8nS AHVONn09
WN0I10 f(I W 3I8VOIlddtl H3H10 ONV IVAOMddV NVId IV180
10S1unNV 831VM HEAH NV3 / S NIVAO t
swva uL XJa1D xavaoal No s3J,eN On
'OM '6 3-MOSHOS NO110nUISIM c J- ~`J
'1d3S '3b01l0 891OL£# I3NVd kiINnWW00 d31J y
.011. SI NOUVA313 Ot-V 3NOZ GOON HV3A OOt (SI-7100 e S13Wt 3dld g„sl l
N06fdV dVY dl6f SV38V N1tl nisia
aloNoars3 TI NMOHS SS NOIltl1303A HIM 1=1V A 3iV1Q3 SNl \ \ \
llY 3ZI118V1S NOIlOnulSN00 H31dV A131Y103WW1 '9 � �C\
13 'OS 000'81 SI 3ZIS 101 "NIW OZ alNarL Us,vi '3NOIS IOHiN00 NOISOb3 8 SSVIO \ /
ov 48 l 06 abod ,7 -l°OB doW
030tluxJ ll3M `Htlln°JNtl OHtlH 38 Ol dYH did 9 Y
V3HV 038HniS10 IV101 6 W 8# S1OI N33M138 c I
1N3W133 30VN VHO fll 13ONVOU3 S311111 V] 1V 1ltldM3AO ON - 1311n0 'JNIISIX3 HIM 13A31038 j ALyB NIHd 700 - ll N01103S 1
M/8 13381S Ol 0311WI1 SI 30NV98n1S10 (INV] '6l arrno ON OIYS-30-7n,7 71Y0/tJ13WW.(S V-V NOI103S Ol dVU d1H d0 301 - 30Y85 0M3Z NO dYH d18 30tl1d '4 %`F
l srrA a,naas • / � �
„r3Nano oN -aarANns I ? L
V3HV --`I / �• es8 39Vd 'z£91 XooB dvw ,.
aNn tNravncwNns sr - O8 'OIHBtld H3111d Ol 3JVWV0 / �/p
311S 3SV8 d0 %9Z = VAHV 3oVd8nS SnOIAFJ3dN1 8l 3m, avers ♦r arN aN OIOAtl Ol 1N3W30Y1d dYM d1M NI 3HY0 3SI0H3X3 £ / 6 000-b10-900-019a
go aarxNnt doi aw aarw �� / 2 SS£ 39Yd 69£1 MOOS dVW w
,Ana, mane ae of M,wr :a�oN / / 000-200-900-1199 NVMOO '3 In Vd
S3H0V 9£ Z = ' 0't d0 WnWINIW / / NOSXOVf '0 VN VO @ SN3AMOS VUVG-d VB
S133HiS 0NV S`ONI011ne 0NIOnI3N1 S31Jnionuis 'Li V dV183AO Ol S1NIOr I1V 'NO11VONnOd 03HVd38d
dO SKIS 0NV WO110g NO H10IO 831'lld 30VId Z / 09 107 LS 407 ^ r 99 l07
S3HOV I VV 103S
44'6 = NOIlVA3l3 00013 8V3A-OOL ' M0139 ONVI 9t - NOI I 03HlOOWS ONV 30V8J 9LL1 39Vd 'bLZI NOOK dVW j - 95 407 r
' I:r ,fz . ss a 083Z Ol l0 39 Ol NOUVONnOd 'NOHdV HOV3 000-£00 -900-I9e � •. (038391 Sn3H91Y)d VO'9V62911G1 5 X7O3OVS H0d1Vww
( A313 GOON HA-00l MO138 SI i0TOHd oo3a 3dow NV7d )JOd SS3NNOIHl dVH dI8 03HInO38 3Hi 01 I3NNVH0 3N1.LHVW 'N 3NIVl3 @ 07VN00 // ^ 000-£0 -S00-OISB38I1N3) O'll = NOI1VA313 OOOI3 HV3A-OOl 91 l I R o,w
n (l 799 39Vd 'LF91 X008 dVWN301M (INV n 1V 1 VAYOX b9 j07eo 000 - ZIO-900 -OISB
NOU33S NOliV1N3W103S ONV NOISOH3 IIOS -o/ N 1 Idl03dS NouonHISNOD
A1Nn00 83AONVH M3N WOH3 03NIV18O SI 11WH3d / / v.,,, _ NOSIVM d 3N37 1Y3908
V TINA 33N3WW00 INNS NoiionH1SNOO ON bl NOMdV dtlH d1H NO S310N Ns„a+' / s ---_---
ra d A° of anoad• I I '`\,~ ,,.
er \
13A31 V3S NV3W Ol 031V138 38Y SNOIlYA3W3 '£l ' / / / /
T S6 66 M SSNO1IV313IO3d3 0 09
`. SOS Had 03IIV1SN1 38 Ol 30VNIVHG el IF Msa� n D 3d ° ° ,9L LZ ,OOI ,76 69 F ° { ,SL / e L ,007 .. - / -
3415 HOV3 r a a
I / , if / �, '/ 9 v ron dl9 rd drN /u
NO 1N3W3SV3 S3111II1n ,Ol HIM ,9b Ml8 13381S 'll Sd3 L'/ _ \ :'17r (�T' ) f 3
/(y xx AO mnoNd
91-8 03NOZ 311S 'Ol £0' .-oz � unm "AMP
tt `�WVO NO3H0
111111 7 x 66'l o \ \ / •/yy / D
ONI 'S3n SAVM81Vd A8 3OIA83S 8 /00' x 60 _ y AHVHOdW31
3M3S �6 �
'ONI '511111n SAVM81Vd A8 301A83S 831VM '8 u m , ' •d0 -31 s x 1 r 661 - (9N/NNVW IA e•s I u 1 - • 4I
E = i1Nn 83d SWOOH098 d0 H38Wr1N L r \ a y2 / 6 j O / m °° dra d/a
O 9� /
bZ = S1OI 3I8VMOIIV 1V1o1 9 ZB� 3 29n NOnH 'ill F /�d N w o s - rN�/ �m /
� _ / / an s JOUOdd `
(S30 Z6 - O 1 \ d_,Jb' 3JIV A"1 Nb'O/' p /.O I 4 I �ND3H0
'6l = SlOI IVIOi AIIWVd 3IcJNIS S`ONIOIIn9I1V .5 NOU-139 SSOMO 37VMS \ 777 '3SOb 1) S37NrIrJ .b , / I ;/ dW31 I -
A "'3dN"U- ":
'S38OV bb'6 = V3HV 31lS 3SV8 '4
S38OV 0 = SIIOS Al SSVIO £ IE- a �I N sy n /•* 4 �� / Jr/ /r n
♦- . /•
S3HOV bb 6 = V3HV 31lS SSOHO Z �,! z dsF, /• _a"H91 T /./ a F v Op U Gn
NOIIVIOOSSV S,H3NMO3WOH 3H1 A8 03NIV1NIVW
k
38 IIIM (INV 31VAI8d 3HV S131HIS IIV l /• I / / /c� '^ ,691 I +'m
t S310N I a zc8 e/. 6 _b LO o98I N
(�0
9 I , U ' / W � m
or d
if _j7rs I �, 9 b _
/9 M
o
JP I
°/not ,Sl 9'£ L E'0 Ct Z + / - � �� _ y / /'
" : / � I < � e ' /zL ., ...// � / ����/--�����.. 'L *f oderaoLlioad % //i\
/ , / $$f .. dV� / All 7 /VJJ /_.' ,0'f- 'AN/
%90 :,91 Z'9 9 £'0 6Z l etz� a FT Hw .. M M .� /
/ \/' / • / / S / / / DLO 37 9 • .--� / /$$ / �., .. " / �f� ✓ ek; /
%3clvdu 3ZIS Sd3/O 8H/NI 1N3IOIdd300 -S383V -. ON , _. I 's °' s ` / '/ . / Af/a /
ro
3d1d lIVdNIVH �OH 3dld i - - - - � . 9 ` /f r,0 / / .°. � , :/ ,02/ r „I I / 3��I,, o�1s �. 9'
V1V03rJVNIV80 �f" .' 9 / / � i
/-- �H - __L—_T — - - — po
/ / f'L3 / /li • —/ /
• N .' / d /.� �°j / 7 / 1NVd9AN -I ���L'l�� �d O
/ / � - / bY � � / / / / / 1. 96A9 9-/ . .. / JC -
y� a //j�j / - - - Ir _ z9/
t r n ° / y / / •. / / �/ 331 rN .,9 r.,9 - -
4 - /
NO1103S SSONO 133tI1S 4 ,osz e v / / _ ' o a / / � 91
— — — ° , — 1 — — — . / / I— — ooz �/ / n
/ � , t
01 / / / d►N dla / ',ti
ao, ./ �i�Od A / I 6� / U A° s 3olnoad I "J / - 0 2
I / 0- /Z / / . m ,a"f r lNll 'ANI / I a, - Lin I In o m
A77lH -, a z r / '� -
l:a 9N1770H a� zz V / O / / / / a e A 31ra
1 1Z 73A37 �O \ G c / / / u3ono3a ..z x>,9 -/ , / _ Dj, / c • '
/ r / 9 a A9„a - I V• -
�! a Dzz � � I e 9' /HIV Rena„9 -I
*3d07S 'XVw N/V2/H31 y l 81 ° /�e 331 rN „r r„9 -! / < / ; / ae v• ° O O / a
✓Bd to 9815 Q '� / '0'8 / / 9 9 9 6 9'/ -N �/ / Y
,z ♦
//.q •: : V-V N011035 �, rzz Fee zrz gig• vv % �/
9 ? ♦ 'nNI 37rMs
\ \
• rz 3 r3ar ll ► � �� 9 r 9 0 �l cry 'L.. 3'd D . L
3dOlS /� 1 v// ]� 'H3d „b/l zz :)r 6s / 09/ 9 96n f ,841 ,9S1 rn I m m
37VM5 .37VM5 FJ307/X,µIS 1N3;V AVd I D,z I ,s �a Go / /.,. 1 „ / r O Gl
SL-+ O/ Ol 1 ,
6oz /o-n: 1 0£OI39Vd '8b81 110011 dVW �/" � . / / ('1/b137 33SJ 30NVH1N3 / o� �� W Qbn V
1N3W3SV3 3 � / 1 qv Lo0-100-b00.00S8 / / NJU J/INl;•NU7 Jan vN9 1 } Y�
n@0 AVM 30 1H9/H ozz 1 b * 0 NIXdnB 'S H'01 31. V171M I
Cie ; / 3l l 301AlJHd /o a
99
1 9tl 9A 10° ' rvN0,l
`0z o:oslanr a ' ,i - / -.
M/N M� zol i r v ' �' asl "� v / g ? (` Cj 1 O N 1 �I
911
r
Ile
ANV&aAN - /
I I �bx aDl �:� a 9 A 9 „9 - 1 : /
, V4Ht" 09k1 331 rN ..ax „a -/ / : 11 //1I 1// 1 5 /
( / + • 4 v 09/ I (�� ,f'S t 'ANI 37rM5 3N17 931 rM / �
/ 3A 7rA 31 r9
G E ' ,f'f r 'AN/ 37rM5
0"6 28'99 „9 9NIl SlX3
\ / ° ' v * *I B„9 N11M 3N/7 931VM
69l 9
> ; } • ,� BSbOf b8l +E + 4 9 ' 4 y+ / 6r „Z 9N/15/X3 3Jrid39 '
dVW N011t/007 9 ' 3dddal 9I 4D6� r a s � �• _•£0/ ,9bLlZ Z9107 lop/
* e6 / e /
01 .091
zsl G a * b LOL OI
HOV38 z6 t geld doi z a tZ I r 3
VNI702V0
M
9Nl1SIX--3)
.9
Ol 39Ctil.hu 8
b
i`
d3ees Nbs ud J 1bn00 OB3Zt/9 ;3 3s dos
5901 39Vd 'B1 SI X00e dVW � (D z zrva„vd„ ss n - doi „
000•510-600-IISB .9z; - do. (a�nn
y •t/r 'ST73M '0 LH380a Hw s Ncc 3A7VA 31 79
O LLZI 39Vd 'LIST XOOB dVN Lo£ 39Vd '0081 XOOS dVW NON _ „z Jrn1slx3
n o AlM3A3S @ SB OHVII NOSNISOH VS3831
Y ,�j �� •ar 'NIX3 'S IIM I 000 -£10 -b00 -IISB JNOJ 00-b10-b00-II / a o A „a -I 331 rn
a
o cy 9£ �£ 3aa rN �ax a -!t NO -19 +„9 3N+7 9
m I Lr 9NIi SlX3 91 MI-311
a o£Z 39Vd '6Z91 XOOS dvw of 60
00 0 000-110-b00 -1199 Z901 39Vd '9991 X00e dVW 0£Z 39Vd '8091 NOOK dVW 8Z
o 'PH lulcy laryl •PA/B a o0 6bZ 39Vd '6141 X009 dVW I NOSNIeoB `0 VS3H31 'a AI OIAYO 000-010-b00 -IISB LL01 39Vd '£191 XO08 dVw O£Z 39Yd '8691 X008 dVw
ay1 000-ZIO-1,100-II99 cool '0 H331NNw @ 3 RIv3 'NOWne '9 N331HIWX @ 'S 08VIIIIA 000-Vao-600-0199 000-bZ0-b00-0198 16L 39Vd ALM N008 dVN
aAy agawn8 � N,nvi ivos v3Mv N0WwO3 3NO1S NIA3N 01VNo0 NIXdnB '9 N331H_LV>l @ l3dVlTM 000-£ZO-b00-0198
I (1V13 W13) NlNdns 'S-M HOSHVH 1NIOd 137N/ NNYNldl/YN 3SIN30 @ Id.98061
31/S
w'
� AwPoa 1�1
NOL9N/N7IM Ol

___ _ .- __ - _ _
- - - - . . - -
- -
.
_ _ - - - F = _ - - - - . - - _ _ . - -
28 _ - 2q - - - -
- - - - -
- - -
- 30 3
t
- . . - 3g 33 f= - - • s _ �
- _ - - _ _ $ _ - - - _
- _ -
� - - � - . - , - - - - - - - - 7 - -
.
�.
- - - - - - - - - - -
_ - - - -
' _ - - - - - _ - 4 - - _ -
n- - _ - - - - _ _ _ _ _ - - __
` - - - - - - - - _ - _ - - - - - - - __ - - -_
ZE -
- . - . COu2T - - - - � _ Y -- +
- _ - - _ - _ - - - _ - . . - - _ - _ _ . _ F - _ r - _ - _ - - s _ - -
- - -- - - - - - _ - - _ _ _ - _ - - - - - - - . - - - _ - - _ - - - - _ _ _ a. - _ - - -
3G - _ - - ,T *; _
jSAS'S5' _ - ' r
. _ = 508.29' 48"E � - - _ - tNaKt - F f -
i - _ x f ---
4 - f
. I - _d
z
} - 821 208.38' i061.32' _ . _ - = - - '
" , :
- - - I 820 bh . 81 0 , - LOCATIO/V MAP
• t - --_ - - -. -_ - _ - - _ - _ - - _ r - - - - - - _ - _ - 2a3.2s• - - c - - - = __ e- _ _--Avr ro deter - -_ - _.
J : 6 62 - _ _ _ 3
37 15,440 S.F. 63 - r� 8t.39' _ _
- - . -. - -; 1P - �l I 819 0.35 AC.± 63 . . , - -. - - . ,A4 - . , _ �_ -,
_ - - - - - _. _ _ .y -- _ - - _ _ - - - - - m 818 - - 62 84 - _ - - - _ - _ - _ - - '. _ -=_A, ', _ - S _ - _
36
85 h n __ - i
- , - - - - _ 816 875 6 - - - ` _ - - . - - - _- - - _ - - - _ _ - - _ - __
__ - - - - _ = I - - _ _- - - -- . . - - - - _ - _ - B6 - _ _ - _ ; - - - - _ _ . . - . a = _ - - __
- - i
t - , - - - - - - • - _ - - - - - - - - - - - • - - - _ - . - _ -- - - - � - - - - __ - - - __
_ m . ' - B14 0 Lo z _ _ �o _ - _-
_ `D _ _ _ - - - _ _ s-r f - t
• TP B13 59 87 A17 E ,A _ - Z.
_
a I - - _ - Be _ - - _ -
801 S.F. . _ _ _
IT
0 0 02 AC . + O' b _ s c _
_ . _ _
- - - ._ - _ 63 (0 • . "? - T - _
,� - A16 _ -
- _ 38 I • 85 U89 Ct=C7 Biz - - - ~ `ti a - . - - z }} --
- .- TP C4 - 89 - _TP - -
1 l C' N _ N - _
' - �y ►0� 96 36i . - _ 56 i A15 ,- _ ,v - - }_�
s - ) - 87 11% 3�7 1 4, 8'.0 - '�� ti .� -
'_ _ = --- -_ >85 D5 (I . 78•40 02"W B11 _ -
♦ t d •)
`y
- D3 D4 rn 10 _ S 22�(T E) _ - - �"> �(q� ' ' - I 1
- - I -, - e _ 3 12 _ _ - A14 - �
3,590 S.F. Ga
ct-G9 - -
I - _ - - -
- I 0.08 AC.t ' F D6 N �0� G6 - - . o .- ` yr 4 , y h �d' . y _ � - t `
- W D2 93 -w _ s - 90, - _ - , .< _ _ .. T _ 11: mvene rt GQCA/E SOOK07 - ' - -
F - - - - - - % - - I - - - _- - _ .o . . - ti Oe t - _ - . - -a G7 - o - - - - _ - a - _ Ir+�.. '6 - _ - - - - - - - _-
r - .- g D7 ; TO y6 _
. � I . = 91 - - - 3,374 S.F. - - - v 3 'Be ` - 27, ti - r F_ E
i_ 2 D1=D1Q D9 0.08 AC.f C N>4. 4� 9 0 , - - . t'_ , ._ -
. - - -.
= G3 - _ -
a �6 ►R A7 0.36 AC t _ __ .
. - _ _ I - _ - - - - - N86'07 - __ - - _ - _ - - - - - - - - -
96 309.46' F
s . - - - - - - - ' - - _ - - - - - - - - - - - - _ _ - _ _ - _
.
_ _ G4 _ 2T.64• _ _
711'.fe' I
A5.5
- _ - - _ _ _ - - - _ - - l - _ - - . - - . _ < - _ _ i - _ F
e - - - - _ _ - _ _ - _
- - - ,
_ - - - - _ - l - - - - _ - _ _
-k 622 S.F. - _ . - _ -
I=- NOW o
- _ - __ O.Ot AC:t Q Fo2ME2LY - - - _ _4
• - _ -- TP ; CE4A2LlE G. ROSE - . - _ .. s _
t 31
- - _ - - - - - - - - - - _ _ _ - - - - - _ - _ � - - _ _ _ - ; _ - -.
_ - - - - - A
- _ 7 69 - - - .
_ - F1�F5 F2 E5 E6 0 = = f-- # _
_ . - - - _ -
_ _ - .- - - - . - 6' - - - - - - - - _ - - - - - . _ - _ _
-_ - N` ^ E4 n N 3 - - - . . - -
_ - - N 508.51' - - 73 1 36 S.F. __ - - - _ _ - - `
- - - 86 08'58"W - E3 .8 - '_ . , ♦ - I
- SS - - - _ F3- 0.04 AC.t 3 - _ - - - - 1i
F4 m0
t
- 599.95' 52.73' � - - _ - - . -- i
' - - _ - - . _ - - - - - - - ,34. - L - _ - - _ _ _ _ - - 38.71• _ . - _ .. - - - - - - - - -- - - - -
_ - _ - - E2 - - - - - - _ - 1
- -
- - . -
- - - •_ - t E8 - `_ter - - __ _ . _
- - _ - - - - - - -- ' - - _ !
- - - - _ _ 57 . G3 - ' -- G4 _ _ • - Y 4 �_- ,
- -UNE DIRECTION DISTANCE LINE DIRECTION DISTANCE , _ - , .
L
1 S4830 38 W 1 13.97- 50 555'S0 20 W 23.13 - - _ - • - - __ - - - - - - - - - - - - _ - _ _ _ _ - _
a 2 532'51 36 W 16.47 51 N23'40 41 W 26.07 - " • - - . _ 4_ - -
3 508'46 72 W 20.3,3 52 . NO8'38 3 W 26.30 Et ._ - - i 3
r 4 SOt'S5 10 E 26.14 53 NO2 52 5 E 34.84 - _ - = r'
5 S18'26 22 E 39.31 54 N24'25'44 45.05 - - - - -
T - .- - 8 - 53C'20 53 E _ 24.94 55 N0796 17 W 33-00 - - - - - _ _ - _ _ s - - _ - _ - - _ _ - _ _ -
` t
it
- 7 N68'43 58 E 13.07 56 S7T40 42 W 20.34 _ _ - _ - F _�
8 N 33'56 5a E 42.95 - 57 - S06'53 54 E 25.37 _ _ - - - . - . . _ - - - - _ _ _ • - . - - - _ _ - - < - - _ - _ _• - - - - _ - _ - t
4
9 N58'4G 20 E 15.62 58 S18'33'04 'N 37.76 - _ - _
W 29.93 _ - - - . - - _ • - - - - - - - _ - _ __ - _ - j
10 532'04 52 W 28.48 59 569'29'38 - _
- _ - 11 N04'11 42 W 11.22 60 S03.44 52 W 42.30 - 1. _ - - - - - - - _ - - i - I i
72 NZT5400 E t6.91 61 5512353 W - 40.83 , % _ - - -
13 N44'34t7 E 18.36 62 SE8'3802 W 37.70' _ _ Y = -
J r - _ -
..3 - 1 ; .
. - _- 14 N737547 E - 8.G4 63 570'51 29 W 27.75 - - - - _ _ _ - - - - _ - _ - - - - _ -- - - _ # _ _
- i 's W SG.68 -64 559'101 W - 28.55 - _ - � _ _ _ - - - _ - - - - - - . - s
15 S 7 2 35 _ - - - ;
- _ - + - I
i _ _ _ - MY-13•5 52'36 20 W 23.76 - - - - - - - - - - - - - _ - - .r -w _ s. . _ i _s _ i
- 18 S , 9 W 44.5C 65 5 _ _ _ _ - -
17 542'43 43 W 22.C2 66 N26'S3'30 W 22.14 - _ - 4 _ - _ _
- - 78 S40Tit 5 W 17.05 67 MOW 04 E - 23.12 - - - - - - - _ - _ -, � __
- 19 S2337 20 Vi 22.5A - 68 N62 2.8'36 E 22.15 - _ - INLET PO/NT. � HARBOR PHASE-- = - - - -
- - 20 511'15 03 W _ t5.56 69 S34 20 5 E 17.G5 - - _ - _ - _ _ _ . _ _ - _ - _ .. - - -
21 c2G76 C2 W 8.3 70 - 571.28 48 'N - 25.46 - _ - _ - -
- . - _. 22 - 556'42 39 W 16.40 - 71 530'S6 GO E 21.52 - - - _ - - - - - _ - _ - _ - - - - - - _` - - - - -
23 532'43 a5 W 12J9 72 N23'0312 W 26.00
- 1 . G 73 Sa7'24 st w 1z3a 1>FCAtc Or rrr us A1t7T coRrs Gr Qvrr�S CAMA APPLICATION I011t ' _
24 25 e0 22 W 7 8 C[R _
- - 25 540-01 39 W - 21.07 74 S1o'1029 W 26.3 - - _ - . - . � - - - - _ - - _ - _ - _---. _
^6 549'43 55 w t6.14 75 NE459 5 E 32.28 Ras FLAT ftTL1>F$9 AS VfT1MD3 ALL Af?EAS O< \fT AI1S : i - _ _
. - - - _ _ 27 _ N9TS3 CB 'N - 12.25 - 81 54Q'3521 W 18.0 - FEGULATED PURSUANT TO 5ECTION 404 GF Rf CLEAN VATM - - - - - - -_ - - - - T _ _ . _ - _ } " . -_ - t
- _ _ S50.35 01 W - 14.38 - 82 - S78'55 47 E 15.80 ACT A5 OETMPr 8Y TM WERSIGNED CN THIS DATE 1113 - - � �V - - • _ - J
28 - z
- 29 - 535'01 02 W 20.54 - 83 56T16 2 E . 26.00 - - GLTM'►JATIM ar SiCTIQN 404 ,AARI`LICipN MAY BE f�7.lD - - - - - - - . - - - _ - _ 1 (>,/LV/1y �) AP _ -11 - -
- CYC T
_ _ - - 30 - 522'48'38 W 45.76 - 84 N44'43 06 E 28.2o - - - - - WOM FOR A PERM NOT TO pcC� 5 YEARS FRCM M DATE - - _ - - _ - - _ - - - - - - __ "
: '_ - Gyp C >s - - n " ',
_ __ Jl.112i�f71 ~ 4tY� �
- - - TITS I;F1t731NAT10N VAS hYLf UTLIZiNG THE I987 CLIRPS CF _ - - - _ - - - - - - - _ - Fv�� _ - --
_ . 31 530.49 4 E 25.2 85 - N85'31 41 3227 - . - _ - - - _- - _ . • _ - _ _ - lw - - - -
_ - 32 S38'G8 19 E 36.33 = 86 N74'34 51 W - - " 15.96 - _ FNGt•t'tRS WCLaPD r,>El,!•fAT1CN YtAfiAAL. _- - - _ _ _ _ -- - - - - _ _ - - - - -- _ -- PA 6M _ _ _ = - - - -
48.27 87 N851T04 E 37.54' ,Atpntun.q�. _ V` `Y 'V VMWV �- �� �49 `
33 S09'20 27 E - _ • _
- St t'17 49 E 35-74 - 88 - N81'44 28"E 25.84 - - -� - - - - - - - . - - - - - - _ - - -. - -_ _ - _ -_ - -
34 - I I 7 - LtGNEIL W.
35 S25'51 43 - - 35.80 89 - N42'24 30 E 2.22 - _ - - _ - HOOD - - - _ _ _
- -__IDATV ' REGIST r � (r;ILLY) �`�,pe FEc�r`g4p'* P, . - mow- 2r�Trnmsre� - L�`nano� ���m car�Lrtv-
36 S30'38 26 W 33.34 90 N09'13 40 E 31.76 - _ _
4 60.03 91 -saa-la so w 34.45 - - - -. _ ERED tA,vD SURVEYOh - - $ �! . • SEAL.os� = - - _ _ _ _ -- _ - 3' - _ -
77 ' ]!3 Friendly Lane
- - 38 565 19 06 W 36.59 - 92 S36'56 47 W 32.94 _ - - - - - }c, -
- } ;
93 N62'36 49 W 28.01 - = w1�R ing'011, f;C 22d _ e L'1368 , ` - . f
39 N6,317 04 W 32.1 - _
94 521 00 33 W 23.74 - ( l�r $ 7 .; � - -
40 N33'4213 W 17.81 1 �l _
- - c 50456'22 W 25.3 FAX r , 'i ` i,.'"t - r . R P .. -
- 41 C51'1835 W 6.28' 95 - - - - - - - - - - - - _ _ - _ '
42 5041310 W - 23.86 96 S28'23'S3'E 40.09 - - -
43 551 57 56 W 33.07 97 535'36 55 W 39.70
- 4 41 W 26.88 - - 98 559'S8 4C.74 . - - - - - - _ _ - - - - -. - - _ _ - gaa.ea+d _ _ - - - - _ - - -_ - - T _
. L_ GNEt<L W - HOOt� _. I!
4 s63ro3 - - _ - - : - _
- 4- IZ10'28 45 E - 8.18 99 - - N07'43 34 E 43.00 - _ - - _ _ _ - - _ - - _ _ - . _ - - - - _ - {
5 - _ - - - - - _ - - ' = 118 Ft2fENMY LN' _ -- - �_ LI ..
r 46 - NOT-3908 E - /6.20 100 N21'32'3Q E 42.60 . - • - • - - _ _ _ _ _ - - - - _ - - _ - _ - --
- 5.82 _ r ,- _ ? - - - ' �1.�1 N611M. NC 25409-• , -` - - - 3
_ 47 N26 55 23 E 34.11 - 101 N68'14 17 E 3 _ _ _ _ - _ - - , - _ _ _ _
f ;
f N05'O6 00 W - 24.28 - - - - - - - - " _ _ - - - _ _ _ - - - - _ -, - _ - _ -- _ - - _ - - - - - _ _ - _ -
- 48 - N05'52 14 E 24.88 02 . - - - ,- - .- - - - - a - - , _ - _ - - - _ - - _ - - - ; - - - - _- -_. . --_._ - _ - c _ _ _ - - z
- - - - __ � _ - _ -� � - - - - - - _ _ _ - - - - - - - - = - - -
49 S62 30 58 W 14.29 103 58424 0 E - - - _ _ _ - - - _ - _ - _ _ _ _ _" __
- - __ - _ ' - `_ _ � - 4 - 200'-- z
_ - - _ - - _ - - _ - - - _-_
' - OC
9
_ _
. 4'4' PL2E�s 1 SO a t0�
. - _ - - - _ _ _ _ _ - - _ _ - - 3' - _ _ _ - - _ - _ _ -
_ _ - _ - _ - _s - _ _ _ --- _ � - _ _ _ _ - - _ - - _ - _ _ _ _ _ _ "-_ _ _ _ . _ _
- _ - - - - _ _ _ _ -- : _ _ _ _ _ . _ _ _ - _ _ _
_ _ _ _ _ - _ _ _ _ _ _ _ - - _ _ X - - _ _ I If
_ _ _ _ _ _ _ - - - - - - _ _ : _ _ _ - : - _ - - - - . - _ _ _ - - _ _ _ - _ - - - z' _ _ __ .- - _- - - - 1
- - /DWG ►J6W w4-toY R IMLArc "tm-rI vm, Fif D OWG - -; - _ - ` _ - `- - _ - _ _ _ - - _ _ - - ` _ - - _ _
- _ - - _ - - -_ - _ - _ _ - _ - -- _-- - _ - - - - `- __._ -. .. -- - _ _
- --• ' a - -- -- - - - - - - "-' - -. _ _ .-- --- - i- .- - � : - . - _ - = e-.� - _-_ - - - - - - .-_.' `. - z _ _ - - - _ �,. -
'V -__ _ - _ « - - - - - - - - - - - _ - - - - - - -- -- ___- - - - - - - -^ -S _f =_� - _ _ - -�_ �_ _ -
` -