40-02 TX 03' Oversized Plan

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7 -6 "
2" I-2 ASPHALT
6" ABC STONE
SAND
36" 3600 PERFORATED ALUMINUM
CMP PIPE (318" DIA HOLES EVERY
2.05" AROUND PIPE 8, 2.8" ALONG
i// LENGTH OF PIPE) AND WRAPPED IN
IG=` r 36" r 36"""1 WOVEN FABRIC
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1 #57 STONE
INSTALL ACC
SILTSACK
TRAP
TRENCH DRAIN
McKINLEY.
TYPE BM
MANHOLE
I FRAME R rRATF
DROP INLET
EXISTING EDGE OF PAVEMENT
STONE CONSTRUCTION ENTRANCE
NTS
SEEDING SCHEDULE
SEED BED PREPARATION
LIME--------------------------- 2 TONS/AC.
10-10-20------------------------- 1,000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK--------------------200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE---------------------- 50 LBS./AC
PENSACOLA BAHIAGRASS--------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
( MAY 1 -AUGUST 31 )
TALL FESCUE--------------------- 50 LBS./AC
WEEPING LOVEGRASS------------ 5 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET--------------- 25 LBS./AC
(SEPTEMBER 1 - JANUARY 31 )
TALL FESCUE---------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN)--------------------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
AND 15 LBS. WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1 -- MARCH 31 )
COMMON BERMUDAGRASS (UNHULLED)----- 20LBS. LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN AND APPROVAL AND ANY OTHER APPLICABLE PERMITS.
2. INITIATE CLEARING AND GRUBBING OPERATIONS IN APPLICABLE AREAS.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
4. COMPLEFL CLEARING AND GRUBBING OPERATIONS.
5. INSTALL SILT FENCING AT LOCATIONS SHOWN.
6. CONSTRUCT INFILTRATION SYSTEM.
7. ROUGH GRADE SITE.
8. INSTALL SUBSURFACE UTILITIES AND DRAINAGE FEATURES, CONSTRUCT BUILDING
9. CONSTRUCT PARKING AND DRIVES.
10. SEED ALL AREAS DISTURBED NOT TO BE PAVED, WITHIN 14 DAYS OF
LAND DISTURBANCE.
11. PAVE AREAS TO BE PAVED WITH ASPHALT PAVEMENT.
12. AFTER SITE IS STABILIZED, REMOVE REMAINING TEMPORARY MEASURES
AND INSTALL PERMANENT VEGETATION ON DISTURED AREAS.
SHEET NO. - it- 3
PROJECT Nc,. PM-399-5
rDES I GN F _ f "139/ 199-5
SILT FENCE SECTION
NTc
IOOD POST
SPACING
IC
IOIS OR
JRED TO
EARTH
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STONE
CONSTRUCTION
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--------- /
---------- ___-�___---------- 14.84
-----_ RCP PIPE
-- ,.� _ ___�___--- TE L E MH
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TE� P FRCP -
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13.0 t -
EIR , 199. 84 PP F-b N
1 1 1 (BENCHMARK) t
I I GRATE 13.07 I F R H 0
I 13.1 13418 INVERT 8.28 ��•
13.18 I
_ 1 1 .18 !� w 13.18 t Q0
rn
8 13.18 Ln
I I I! l I f l
13 3 ^o�� 1 1 i I I I II I I I I d I ! m
/� 13.3 1 1 I I I I t 1 I r t I ! 0
3.41 I I I
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13. 36 If - 3.4
13.36 I l , I I I I I f I I
I 11 I i i 1 1 I! I I I I
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ADJ O I NERS 1 14.�5
CHAIN LINK i ,aoo 4 05j(
FENCE, TO BE 0 I16 4.J 4.0 1 1 1 I t J 1 r ADJOINERS
06
RELOCATED w LKNE1D 14. i4.2Y/ , 141121 PARKING LOT
I
W 1 166 0fi --- Z•6' , i !
� 4 16 V.1 �bs l
5.62
15.9 T4.64 f6.07
ADJ O I NERS X 15.64 ,s.s 14.59 t, 100 ' 14.64 0
PARKING LOT I o� 15.37 15.33 i I 5.55 �� �+ COASTAL STORMWATER MANAGEMENT SITE DATA
O I 15.82 0.64% I 16.01
I '�_ ' 15.33 "15.37 re I�
• 5_39_ 0.64%' 15.9 X
O X I o 0 0.64X r --�15.39 0.64X I
P
O I 14.6 �210 2•of 2 IBENCHMARx�-- -- ?JLAJ
LJU TOTAL TRACT AREA = .28 ACRES
LO GRATE 15.26 - - c� AREA ABOVE MHW = .99 ACRES
20.33 r� p �� INV. 10.47 n ou 15.8 f
ALLOWABLE IMP. AREA (25%) = 21,61.i0 5F
IM �I R a +
SILT FENCE h t 12.00 6.0 \\} 033 82,v 14.67 X�
f� I 16.0 16.0 � r 1 �
_ x f __ J o 12.E , _, ACTUAL IMPERVIOUS AREAS:
- ---_ - - -- I 1 �-SEDIMENT STORARE i f N BUILDINGS/DECKS - r, 72'2 26 SF
- --+ 2_ncL_--- _ IVXI 'x 2.02' DEEd ! DRIVE/PARKING -.
J �3.3 �- 12.3 0 -�,-` �T -1 - r ZONED SHADED X ' 1 . r00.60 SF
O l - 12.33 _ _ POOL DECK - 1 . 500. 00 SF
© m ARK I NG GARAGE o 1 , . Ix - - - -- - TOTAL S F
o FF ELEV 16.00 s PARKING GARAGE w -
x 3, 1 OW� ZONED VE ELEV 1 2' 3. 947
FF ELEV 16.00
O ,.33 I V 12.33 n
r 13.42
NO WETLANDS EXIST ON SITE
O ! 1t H X
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z
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120 LARD 13.08 �: \� I
CAM-. SE BACKTURE�` __�-_- 22.00 0.e9°° Y�<83.,SB *�� •42 ^ 1 O TOWN OF PINE KNOLL SHORES
t----__. iX O STORMWATER MANAGEMENT CALCULATIONS
Ln
WINDJAMMER INN I -- 2 I PARKING/DRIVE
REQUIRED STORAGE 1 . 5 "
t �P O IMPERVIOUS AREA (SF) X
0 cP P I 1.5" P POOL GPOP� r 0 1 1 , 729. 62 SF (X) 1 2'1 PER FT
I l l 60'SMALL 1 I P f O
� SANG �n� = 1,466.20 CF
STRUCTURE t 0P P ' �ASTLE
CAMA GP GPeP� I AREA OF 1 LF OF 36" PIPE :,85 C F
!
----- ' 1 , 466. 20 CF / 7.0685 CF LF
1 ACTUAL = 136.00 LF DUAL 3(
+ - 272.00 LF
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ui
BUILDINGS
c ALL BUILDING ROOF DRAINAGE fa L BE DIVERTED
TO THE OPEN AREA BETWEEN 11+E WO BUILDINGS
! ? AND THE POOL
I Q
FIRST LINE OF
STABLE VEGETATIp�j-7+___�----- - cn
,,
- -`�-- ------------------ + EROSION CONTROL CALCULATIONS
SEDIMENT STORAGE
APPROX. LOCATION OF
PRIMARY DUNES LINE,
I TO BE VERIFIED WITH Z 0.25"
CAMA OFFICIALS - ( X) 11 , 729. 00 SF --
i 12 " PER FT
= 11.0 X .0 X Z.t.
-- t- -- 1.1
DUNES TOE LINE M15R,vF AO®�
, r
t REVISIONS
NO. BY DATE REVISION
1 MLM 12/6/01 PLANNING BO•COMMENTS
HIGH WATER 2 MLM 2/12/01 ADDED MHW LINE
--------------------- -----
_---- -_- -��'J� - 3 MLM 3/6/02 TRENCH DETAIL/EASEMENT
f - -f- - - - - - - _ - - 4 MLM 6/18/02 REVISED BUILDING
I " - - 5 MLM 10/29/02 SWIMMINGPOOL / SPA
+ GRADING, EROSION CONTROL & STORMWATER MANAGEMENT PLAN
r
f THE PINNACLE
f
PINE KNOLL SHORES CONDOMINIUMS 101 SALTER PATH ROAD
f MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
------- +
I CLIENT: FMB INC. DESIGNED:
RDC
DP N87° 1 5 / Oo "W ADDRESS: 2207 WEST NAST STREET d
1 99.84 --- - - -- - _ _ WILSON NC 27893 DRAWN: ''
DP MLM
PHONE: [phone]
30' 1 5' 0 30' 60' ATLANTIC OCEAN APPROVED RDC
STROUD ENGINEERING, P.A.
SCALE: 1 " = 30' 151-A NC HIGHWAY 24 DATE.:
MOREHEAD. CITY, N.C. 28557 11 /27/01
(25 7479
/l ZSCALE:
ALD D. CULLIPHE , P.E. 1 "= 30'