SW8011103_Approved Plans_20020131

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FOR LF OF SILT FENCE "-xP V PV����_ W_
r\ ", FOR EROSION . SEDIMENTATION AToN ALL ROOFS AND IMPERVIOUS AREAS N/F _____ S,`g"`SIT , .
23 94 CONTROL OF 0.39 DISTURBED PATSY GARNER
<<ha ACRES (0.08 AC. PER 100 LF TO BE DRAINED TO EXISTING STORM-
OF FENCE) WATER DETENTION POND. DB 494 PG 12ELM GREEN
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'-7' \ BLDG E I k• � :°•. 6�� 54 'A % I I LEGEND:
F.F.EL=27.8 I .ri �M BLDG J PLEGEND:
ERM - EXISTING R W MONUMENT
' F. �� ry ti F.F.EL=25.8 II /
EIS = EXISTING IRON STAKE
\ EIP = EXISTING IRON PIPE
Li // •\
-- ---,:- , , ,
.I 1 4'40 ,: ,y,. 440 I �1 BLDG B
> \ x 94 _a EXISTING PLAYGROUND
., ; 1111
I I I ECM = EXISTING CONCRETE MONUMENT
ilINVI 41 DI = DROP INLET
a, CA EXIST 356 tF OF SILT FENCE
50� 'IP 2# + 24.50 '` 24 ., • • la, I DITCH FOR EROSION ec SEDIMENTATION SIS = SET IRON STAKE
10 CONTROL OF 0.45 DISTURBED I N/F
3� 2SU7 1 25.30 ACRES (0.12 AC. PER 100 U
ELM GREEN APARTMENTS
CP = COMPUTED POINT
\ 111111111i111111 , �► 24.40 ; OF FENCE 1-----
- SPK = SET P.K. NAIL
2s.1o ,. 2s.00
0
' IC : � RCP = REINFORCED CONCRETE PIPE
25.10 �� •• ado ��e< 7
- irl 7 WM = WATER METER
TRACT 1 �� � i WV = WATER VALVE
3 SIDE PROPOSEDSLOPES \ NMI �� .'.- 25.20 {, Li 1 T =
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z rL v MH MANHOLE
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+ I d JB = JUNCTION BOX
' \ �4� -9N� � 2810 �. J.J PP =
POWER POLE
11 L� SECURITY LIGHT
N\ BLDG D _� i<t 24.60 8 C/L = CENTERLINE
F.F.EL=27.8 a tootrs' N - �- I
~ �� 2s.3o 4.ao 24. � �1014 ' ' T '�I - IL -� R/W = RIGHT-OF-WAY
4 ,: o' \ iv Ir �4 .` ) oo / N/F = NOW OR FORMERLY
tl ,. W FH = FIRE HYDRANT
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�� CO SEWER CLEAN-OUT
o� �•` 1;_. , VIIF pek,misc4 SIC �ti BLDG K, iiiiI 1 R ,�e. -E- _ POWER LINE
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;,•� � `FFEL=25.8 F, i F L /' __ L 11J____ z
z4.10 = PROPOSED RC pN� Vt, =,=, ..; jG ADE''
' .
I, JOHN L. PIERCE, CERTIFY THAT I HAVE PERFORMED A �.� �� 0
c '�.E W � l �rI ., �_ ��< �,y ��� • • .. ;,- - _ _ ____... .______ __ G = EXISTING GRADEN • EXISTING CONTOUR LINETOPOGRAPHIC SURVEY OF THE TRACT SHOWN HEREON. �O AO � xtat 4III
INVt_17.80 aBOUNDARY INFORMATION WAS TAKEN FROM INFORMATION �� '`� 24.90 + 4 - PROPOSED CONTOUR LINE
PROVIDED BY THE OWNER AND NOT FROM AN ACTUAL SURVEY ] i' \ 9fll N
' / / HANDICAP PARKING SPACE
BY ME.
p x /
l3
11
. • . /
MBL MINIMUM BUILDING LINE
l0111111\ \ �• BLDG C �' ��� � �* � FI PROPOSED STOP SIGN
y \ F.F.EL=27.0 b` I = BLOCK Sc GRAVEL INLET PROTECTION
. �f
JOHN L. P ( I
I RC P S L-25 6 - . I Airt 11 L - PROPOSED DITCH
t SMt \ + ! •zct)j ' , W 38 LF 24•CMP I I I = CHECK DAM
11 t . ' •" -14%'.•:.1.":,-<„:40c,' .' . Y t �� / 0 0.53% 41� DRAINAGE FLOW
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-SF- SILT FENCE
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COMM UNITY BLDG � � 1 - •
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' F.F.EL=25.6
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CONSTRUCTION4.50 iit„' 1
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NOTES: \ ,i 'I( BLDG B 4.90
DOUBLE DRAINAGE DATA:
TRACT 2 F.F.EL=26.1. �� 24. ..
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE 5E1 '? RATIONAL METHOD: Q=CIA
TIME OF CONSTRUCTION.FEXIST \ '� `" SIP RAP PRE-CONSTRUCTION
2. CONTRACTOR TO MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN 1110°
•g• Q= 0.25 6.0 3.68
WATER AND SEWER UNES. 1� _
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR. r„) 4\ 45 LF 24•RC� 4
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL *It � ' APRON'S ( )( )( )
V O 8.89% G' (SEE DETAIL) Q=5.52 CFS INv®12.Nso INV=12.54
MEET WITH THE TOWN OF NEWIPORT'S SPECIFICATIONS. G V=4.45 FPS (EXIST DITCH) EXISTING DITCH TO BE
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE \ ` C/L EXIST UNED W/ CLASS "A• RIP-RAP ` - - �5_ EXIST. 48° RCP
FILL AS REQUIRED. �25.10t 2 t� = -_ i 7 4 Q, INV_ DITCH (PER DETAIL) _ _
JJ B► _2 .9 17.80 _
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE - -- ,
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL \ .: 4
7. SITE SUBGRADINC TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
J "
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. (n� 24.•+` 2e - L'-'Px'' F7.tC- -1R- � --
B. ALL STORM WATER HANDLING FACIUTES SHALL BE CONSTRUCTED IN ACCORDANCE / -
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. Fclot {, t _ � ' __ > -ig.,..7i,
�., '�' -'', ---- - _•_
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON �� X '"� """ r �� ;THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE AS MOWN ON THIS PLAN. I �* - "C' -
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER \ N 22 :1 ,+ +� ' ` �_�_STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. \ 3
++ TOP_23 4O 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. \ �'�•� INV_17.8012. MAXUMUM BUILDING HEK#1T IS LESS THAN 35' ' ► S EIS 13. AS THIS SITE iS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. �5�. BLDG A 24.20 23.73 '� t�14. ALL POWER POLES, POWER UNES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE23.61\ O ��. ``S 23.70 c EETPROPosED cONSTRucnoN. \ F.F.EL=26.1 . �° ? S \ ST15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.16. DEVEI OPER TO INSTALL STOP SIGN AS SHOWN. 5 29 \`/ ' �� ' iii \7„ •*� tik ' " ` ' ? 21.70 j -�' NEW W E
-
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR �� ��.,/ �� V 0 P U B L I C R W_ -
12-8 SIGN. ®� _/ - - - -
-
18. NO NATURAL GAS ON SITE. -
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR MATH SURFACE DRAINAGE (AS SHOWN). / \ �' " �• N GE �- __ -
20. ALL CLEAN-OUTS TO BE IN VALVE BOXES IN PAVED AREAS. O �1 _
• s
21. THIS PROPERTY IS LOCATED NJ ZONE •X' ACCORDING TO F.E.M.A. MAP XXXXX-XXXXX \ �}`� ,2 o O NAP
EFFECTIVE DATE XXXXXXXXX. THERE ARE NO AREAS Of ENVIROMENTAL CONCERN. . 5 / /
otH
22. ALL SITE LIGHTING WILL BE POSITIONED NOT TO ADVERSELY AFFECT ANY TRAFFIC ALONG \ �' �� / �`
NEW KERN STREET.
•le_ .°1?1:
2 5 , 0 / APPROVED �'
23. EXISTING DROP INLETS EFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL i .I 1,- - '� 22.30 / / �/
24. A DOUBLE-CHECK VALVE ASSEMBLY REQUIRED FOR EACH WATER SERVICE IN THE POTABLE WATER SYSTEM. �r / � /;/ '\ -i �/ --- NORTH CAROUNA ENVIRONMENTAL
25. ALL APARTMF�NT BLDGS ARE 21'HIGH TRACT 4 .• • ���"�•�� INv-21.so MANAGEMENT COMMISSION _]
26. ALL PROPOSED ROOFS TO BE DRAINED INTO PROPOSED DRANJAGE NETWORK. ,:;� ////�/ !k7 V� /� DIVIS10 OF TER QUALITY /I
27• LEAK DETECTORS ARE REQUIRED ON EACH FIRE SERVICE LINE PREFERABLY AT THE BACKFLOW % /
� cl' � / Date
PREVENTION DEVICE FOR CITY STAFF MONITORING. \ 113i/Oi-
5'B Y �np
28. AU.
COM DISTURBED
DOF ANYAREAS
PHASE BE
GRADING.TIIZED WITHIN 15 WORKING DAYS OF' THE ',\ I ,��/ � �.G01�� N I Permit NO Wes, I! I U
\ /� $tOr1111NOtOf
����G SITE DATA:
h((JNTENANCE PLAN SIZE BASED ON I \ /
29. MO WETL.AN05 OR FLOOD ZONES EXIST ON THIS SITE. TRAP /1 /
0.88 AC. OF DISTURB
30. EXTENSIVE WALKWAYS FOR UNIT ACCESS AND TO �D ' V
ENCOURAGE WALKING. AREA. (15'MIDE, 53'LONG, VDEEP) 2a.5a 4 X�V O Q�
31. SHADE TREES TO BE PLANTED IN PARKING LOT PENINSULAS 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED /V` -A.)
1 / TOTAL AREA = 3.68 ACRES (3.44 DISTURBED)
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- / GRADING/EROSION CONTROL PLAN
32. STREET LIGHTS TO BE LEASED FROM CP&L ALONG PARKING PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ' i / / PROPOSED PARKING = 61 SPACES (W/6 H/C SPACES INCLUDED) -
33. AREA AND AT REAR OF BUILDINGS, PER CP&L RECOMMENDATIONS. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL / ,\\ WATER = TOWN OF NEWPORT
34. 8 FOOT CONCRETE WALK TO LINK RESIDENTS TO eLM gREEN'S PRACTICES AS DESIGNED. / SEWER = TOWN OF NEWPORT OF
FACIUTIES, ALL TO AVAILABLE TO KINGS MILL RESIDENCES 2-SEDIMENT WILL REMOVED FROM THE SEDIMENT TRAP AND BLOCK 4. / = KINGS
AN VISE VERSA. THIS WALK ALSO FACISTATES AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY / 236a ZONING = PUD MILL
OF JOINT PROPERTY MANAGEMENT. HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED / / No. OF DWELLING UNITS44
35. PICNIC AREA EXPECTED TO RETAIN NATURAL TREES OR OR LYCED WHEN THE SEDIMENT POOL NO LONGER DRAINS +`>r+ s9+ / (36 ONE BEDROOM / 8 TWO BEDROOM)(4 PER BLDG)
SHADE. TABLES, GRILLS, ECT. TO BE PROVIDED. �� �(1`I TOTAL BUILDING AREA = 35,455 S.F.
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
36. GARDEN AREA TO INCLUDE WATER SOURCE, BENCH �g0 1,Ln,� � / / BUILDING HEIGHT = 21' PREPARED FOR
AND WASE ETOPTACLE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE: THE
ALL UNITS OWNED BY DEVELOPER
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A / 5-I s. P 3 EAST CAROLINA COMMUNITY
37. CONTRACTOR TO WORK OUT CONNECTION OF SEWER SERVICES BARRIER.
WITH TOWN OF NEWPORT. 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, O ) .S I EXISTING PROPERTY IS VACANT
DEVELOPMENT INC.
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE L EXISTING BARN ONSITE (TO BE REMOVED)
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. i BUILDINGS TO BE ONE STORY WOOD FRAME WITH VINYL SIDING NEWPORT TOWNSHIP, CARTERET COUNTY, NC
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS / PREPARED BY
TO MINIMIZE THE EFFECTS OF EROSION. i
RATIONAL METHOD: O = CIA OWNER: JOHN L. PIERCE & ASSOCIATES, P.A.
' Lc-, 0 = (0.70) (6) (I) CONSTRUCTION SEQUENCE KINGS MILL LLC
= (4.2! 'A) 315 TURNER STREET 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
BEAUFORT, NC 28516 PHONE: [phone] DATE: 11-01-01
.' OUTLET PIPES: 1. OBTAIN PLAN APPROVAL. 252-504-2424 SCALE: 1'°- 30' F.B. , PG.
2. INTIATE CLEARING ,INSTALL CONSTRUCTION ENTRANCE ,SILT CURVE TABLE ACRES -
PIPE ON OFF GRADE 0(CFS) vlFosj SIZE(IN) LENGTH(FT) FENCE AND ROCK CHECK DAMS. DEVELOPERS: JOB # FILE NAME: REV: 11-20-01
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENTEAST CAROLINA COMMUNITY DEVELOPMENT INC. & REV: 12-7-01
Cl S65'35'44"W 88.89 15'28'48" 330.00 89.16 44.85 / A 0.88 0.32 3.52 5.04 8.20 24 105 4. MAINTAINPSTRUCTURES DURING CONSTRUCTION.IPES. THE AFFORDABLE HOUSING GROUP GRAPHIC SCALE
B 1 .72 0.00 6.89 7.22 11 .6 24 45 5. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. B TURNER ST REV: 1-21-02
BE TURNER
NC STREET 28516 3o 0 15 30 so 120
6. PAVE DRIVE AND PARKING LOT 252-504-2424
7. REMOVE TEMPORARY EROSION CONTROL MEASURES.
( IN FEET ) SHEET 2 OF 5
1 inch = 30 ft.

60'-1" }
60'-1" 4'-4" 25'-8' 30'-1„ f
4'-4" 25'-8" 30'-1" t 5'-8" 12'-9" 4 17'-4" I'1 E W M A N
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N r 3315 SPRINGBANK LANE, SUTIE 104
(f-2 $" CHARLOTTE N.C. 28226
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704/333-3749 FAX [phone]
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0
�, 4'-0" ''-° �, L J J 7 REVISIONS
BIM EMI • — I r i 1
30'-1" 1 25-8" i 4'-4" 17'-4" 12'-9" 5-8"
I 60'-1" i 1 30'-1" 25'-8" i 4'-4"
T"p CAL B , L3I \ G Y3 - I 60'-1"
SCALE: 1 /8" = 1 '-0" ' A- ` TYD CAL SLAB T`/ P
SCALE: 1 /8" = 1 '-0" -
"
76 9 f PROJECT
f 9'-0"% t 29.-4" 38'-5"
_ t
..�, 5'-8" 5'-8" 18'-0" t 18'-1" 9'-0" 11'-4" - 76 -9 -
. 9—0. 29 4"
38' 5"
I— i�
4'-0" ,
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KINGS MILL
-�' ° rg j - APARTMENTS
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NEWPORT, NORTH CAROLINA
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co I TYPICAL BUILDING
L L CD
FOUNDATION PLANS
(1___ AND FLOOR PLANS
M
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4'-0" _
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11'-4" 9'-0" 18'-1" 18'-0" 5'-8" 5'-8' --
38'-5" 1 29'-4" 1 10'-0" 38'-5" I. 29'-4" 9_O"
i
76'-9"
76 _9„ I SHEET
TYDICAL BJ LDI \ G T"DF 2 B
TY I C A SLAP TY E 2 SCALE: 1 /8" = 1 '-0" A-
SCALE: 1 /8" = 1 '-0" A - 1 OF 9

5'-6" 4'-0" 32'-6" NEWMAN
________
If
BOWER
TI
ARCHITECTS P . A .
A. 1 I S TO A G E GAS FIRED-STOCK CUPOLA
r , o A (4) SHELVES DRYERS
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FIBERGLASS SHINGLES ( ) � - — t. _� HEALTH -X A N I \ A T I 0\ HE RE D
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0 " 13'-6"1 �6 LI 15'-0" 4 �" 3'-6' 5'-8"
/ � A-9 RAIN DIVERTER - co -- - - } .
'.._ ® I i +�. 12" I LA N D R Y
...., - ! - 5'-2" 8'-4" A 3315 SPRINGBANK LANE, SUITE 104
— '`, -a .:� -�-�' o El
�'; �(� ; I ;. 22"x36" ATTIC _ CHARLOTTE N.C. 28226
— = .ter _ ■�� — - X 1 l , , I I ACCESS BTWN. W 704/333-3749 FAX 704 333-6131.
Ds-�_ �� mum �I ��� DS icf Ix_; . , I i TRUSSES
in
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-- i � me = in CPT. STR ' 2X6 STUDS to
��� ® DROPPED HEADE,f? ABDVE ,
cam, BOTTOM 8'-0 ABOVE FLOOR ( /W
-n { (�-{- HANG AND BRACE FROM TRUSSES B
BRICK VENEER -- HORIZ. SIDING - 4" LAP (TYP.T `-�i_ 2'_O" 9'-0„ oI —
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RIG -1- L _ VAT 0 \ 17'-6" r 7'—O-J 17'-6" L� LL 1-
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SCALE: 1 /8" = 1 '-0" NOTE: CPT. STRIP
GAS FIRED FURNACE B
I c° AND WATER HEATER .49. _
—1 — B LOCATED IN ATTIC oo
�(2) SHLV S ABOVE v)
I I I HI-LOW
I I a �' WATER \—COUNTER TOP
STOCK CUPOLA 1 � COOLER �� A2" oc
——— `" 7 2X6 STUDS o
STEP FLASHING (TYP.) 16'-3" 9'-6" 16'-3" M
FIBERGLASS SHINGLES (TYP.) 42 -0 ' 651-. SYRiP '
©72
„ 4V .- LTI — D .� POSE EV. � FILES
(1 �6 CO \ CR - I- SLAB o N STCAC_
6,-) SCALE: 1 /8" = 1 '-0" ;f, WN \ '
24'-s" 8'-3" C •-3" ISSUED DATE 10/01/01
j CPT. STRIP 41 L t B `n REVISIONS
CPT. STRI? ----
Ds �U5 1 /2" PLYWOOD OR 7/16" OSB
ROOF SHEATHING W/ 15# FELT - (B� F OYES 0
` a < _
!; r' _ AND TYP. ROOF SHINGLES
1 -6"r 15-10"
BRICK VENEER HORIZ. SIDING - 4" LAP (TYP.) ILE, r—
LF- FT - L - VATIC \ 12 t O OFFICE
�\ 6 1 -2 CE
SCALE: 1 8" - 1 '-O" I 1 _
= cn REV. ( I cn
TRUSS TYPE A mII 1I m
� CONTINUOUS FLASHING j,
PROJECT
1 �
srocK CUPOLA r '- •' ' ALUM. GUTTER ON
�1 X8 •FASCIA 8-3 „ 9 -3" 9'-3" 8'_3"
17-6 7'-0" 17_6" '
, k a
FIBERGLASS SHINGLES (TYP.) WHITE VINYL SOFFIT - )' VI 07
\`�.___-VEN TED SOFFIT Lc7
z - 2-2X10'S 3 SIDES, 8'-0"
KINGS lviILL
CD RAIN DIVER R ,z 1 /2 MDO PLYWD ON BLK \ v FLOOR DLA \
�5 p METAL CAP © COL A'� ____��__ STRAPPED TO
\- TRT'D 4X4'S
►- SCALE: 1 /4" = 1 '-0" APARTMENTS
2X4 TRIM
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STRUCTURAL COLUMN,
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DS � " � t"`� III ,DS � 12';P� BASE, 10"�0 TOP d- �
mom _ NEWPORT, NORTH CAROLING
. ._ mom 0 L ,
BRICK VENEER J HORIZ. SIDING - 4" LAP (TYP.) /2� D 0 R C S (- CTIO \ 0)�
RFAR FLHVAT 0 \ 1r a — � SCALE: 1 = , - o"
SCALE: 1 /8 = 1 -0 N
4'-6" 4'-5'' 8
• y
TYP. ROOF CONSTRUCTION
T --
EDGE© INTERSECTION EDGE FLASHING
1 I --S OCK CUPOLA W/ , �' ,
SCREENED LOUVERS NAIL SHEATHING TO 4 1 �f, FA , 1 X6 TRIM
—■ 2X4 BLOCKING BTWN.
i/ 11 TRUSSES PI' '/ AROH PLYWOOD ELEV.
--STEP FLASHING (TYP.) VALLEY TRUSSES 2X4 BETWEEN x
SHORTEN TRUSS ( vA © 24 OC TRUSSES © --•
© ENTRY 4 RIDGE a
FIBERGLASS SHINGLES (TYP.) DIAGONAL BRACING AT MDO PLYWOOD
7 TRUSS TYPE A -
ENDS OF TRUSSES, MIN. /
OF 2 BRACES ® EA. END 1 ROOF TRUSS _ �`� --1 X4 TRIM
OF EA. TRUSS TYPE -TYP.-�1 -
© 24 O.C. � MDO PLYWOOD ON
1 12 TP!_ SS BEYOND -SHEET DESCRIPTION
: 2 -32-8 A-7 MAJOR RADIUS=36" x 2XS © 16 O.C• ` x ' y f _ -TYP. TRUSS ' yMINOR RADIUS=1'-1"" 6 ` ' * ' x . * f 2-2X10'S , COMMUNITY BUILDING
© � %x i•* ,�. 1 , UPLIFT TIES � `- TYP. GUTTER &
A- �� '• x ' ` ' �- ` ' � � � FASCIA BEYOND EXTERIOR ELEVATI
Y a Y f y
TRUSS
- L �- FLASHING FOUNDATION
BEARING — _ TRUSS HANGER_____ iii t WHITE VINYL SOFFIT O PLAN
_____� '� ��" \_ 3-1/2"VINYL TRIM — z 2-2X10'S WITH 1X10 TRIM FLOOR PLAN & DETAILS
/J .` - 2X4 BLOCKING �'1
DOWNSPOUT _ O FLASHING OVER
- — -- O SPO I VINYL SIDING 1--
COLUMN CAP
, — — \
WOOD, POLY. CARB. z_
O �\
— �� STRUCTURAL COLUMN, \ �`-
fi I 12;0 BASE, 10 /O TOP --1-- f p1 FIN. FLOOR 61- o ~
-
18" PANELED SHUTTERS TYP. '` SHEET
4" WOOD TRIM SAFETY GLASS HORIZ. SIDING - 4" LAP (TYP.)
BRICK VENEER 1 SECT 0 \ @ E \ TRY & D O R C °'
RO \ T _ HvATIC \ -7 A- 7
SCALE: 1 /4 = 1 -0 SCAL-• = — 0,,
A . 7
OF 9

r
` Y rd
../ EXISTING ROAD
" ', .,r., SEEDINGSCIfEDLJIE(MICUIOAVG POND FIDE SLOPES) 116.
SPACE CHECK DAM
SPREAD 4' TOPSOIL OVER AREAS to BE SEEDED AND ESTABLISH UNIFORM L e• •••
GRADE PRIOR TO > APPLY UME AND FIFER AND WORK INTO
4.:,,,,,, ,, SEED BED, DISTRIBUTE sec) UNIFORMLY AND COVER MOLY. AV ..
APPLY BEAN STRAW MULCH OVER SE!DO AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK 4
20' WHERE SLOPES EXCEED 4% ° _ _
1 [-Imill ,.
111.
'.:,.. � \ R/W R/W
MATERIAL
A. APPLICATION RATE r`
uME 2 TONS ACRE La THE DISTANCE SUCH THAT POINTS I�1:
�' 20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTnuER(1a10-1o)APRloon PauNros/ACREA AND B ARE OF EQUAL ELEVATIONvon.v..
ir-
50MIN.
xt�at'z r
FESCUE, KY-31 S0 POUNDS/ACRE LENGTH
,a " BERMUDA (HULLED) 10 POUNDS/ACRE !'
JANfUE�SL'dYJE, CONSTRUCTION ;� •,:�
0 0
ENTRANCE '�•`"`•
/ i: s%
a + RBERMUDA N)NHULLED) 25 POUNDS/ACRE
PPOOUNDS/ A 1.5 PROFILE
`' '-- 0
_ 12 MIN.
" 11
a� min. 1
T ' 0 SEP KYNJt� s50 POUNDS/ACRE �� 9BER "min �� (SEE NOTE)
R.C.P. 12'
0 MULCH 2 TONS/ACRE
• PLAN VIEW
ASPHALT TACK 300 GALLONS/ACRE '
. FILTER y Nwebai_m_ailligrlir-
NOTE OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. FABRIC
fix. NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED, 1. Stone size - Use MSHA size No. 2 (2-1/2" tot-) or AASHTO
/'`� _0 0 0
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
( \ crushed stone.
��,/J 2. l.sngth - As efhctiw, but not less than SO f«L
r 3, Thickness — Not'loss than six (6) inches.
S�OBED PREPARAT1011 NOTES ^+ A 4. MAdth — Not lea than full width of ofl points of
a* "d' 0
i. SURFACE WATER CONTROL M1EA19URE8 1D BE INSTALLED ACCOROINfJ TO PLAN. 5. Mngress - n
• Ingress or eQr«a Minimum of 12'.
. When
A CLASS RIP-RAP 2, AREAS TO BE QED SHALL TIE .• AND SPREAD IMTH AVAILABLE STONE CHECK DAM remove sediment to entrance onto pub rsghtt ot-
w 12' 9" THICK T� 3' DEEP. TOTAL .710f1 pl�TH SHALL BE 4•-6• DEEP. ' woy. When washing Is required. It shall be ROCKS, ROOTS AND 0 « ..I:k+. > SHALL BE REMOVED FROM THE area stabilized with crushed stone which drains Into on
3. SURFACE SO THAT THEY WILL NOT +• WITH 1HL ESTAB*,�MENT AND Class A or B approved sediment trap or sediment basin. All sediment
SHOWMAINTENANCE OF VEGETATION. lWR1'� MFMAL SQDBEID PRIEPARATION, Erosion Control shall be prevented from entering any storm drain, ditch,.
AT FINISH GRADES SHOW SHALL BE Y I OE ACCORDING
AND UNIFORM. Stoneor watercourse approved
met use of sandbags, grovel. boobs
RIP—RAP APRON �.�
`�T . � � IF
IN ADDITION. �WI
OF SUPER or other
� = OUTLET PROTECTION s. PHOSPHIF ATE.
IS Tr -\#1w.
• s Maintenance frocking�o:'rio a a
24 max at center sediment onto put>tla�A ►ts—ot—rights-of-way. This may require
� REPORT. �, PROVIDE LArtE AND FERTILIZER ACCORDING TO SON. TEST Filter -• • periodic top dresllklg with additional stone as conditions
(NOT TO SCALE) 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL demand and ressI and/or dditi na storm
any measures used to
- DURING SEEDBED PREPARATION. iv, - • of` Fabric iii %id trap sediment. All sediment. spited, dropped. washed or
e=, tracked onto public rights—of—way must be removed
�-ft w _ _•,` immsdiataly.
SECT. A-A STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
CHECK DAM �.
;4
r
a
itItt
w
L.
,,
-I,',4'
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
>',x FINISHED GRADE AROUND PLANT TO BE THE SAME DO NOT TRIM BRANCHES AT INSTALLATION;
AS ORIGINAL GRADE OF PLANT IN POT;
TRIM AS REQUIRED DURINGA
MAINTENANCE PERIOD
t
SET PLANT 1" ABOVE FINAL GRADE TO ALLOW
:--/r/
FOR SETTLEMENT
, WRAP TRUNK GREATER THAN 2 IN. CALIPER
- "'
WITH BURLAP OR WRAP TAPE DURING TRANSPORT;
,
,< a 3___ _ ;4:_. �- REMOVE WRAP FOR INSPECTION AFTER INSTALLATION
.�, � «� DO NOT CREATE SAUCER AROUND SHRUB -
` ,g' FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY x ,.
��� ' . USE "ARBORTAPE" FOR GUYING 2 T-BARS 1,5"x 1,5"x 96" LONG '
�• �t,,,� 11:• CAREFULLY REMOVE TOP 1/3 OF BURLAP OR 0 SET NATURAL BASE OF TRUNK 1"-2" HIGHER THAN
_ �. Iss._ CONTAINER (IF CONTAINER IS NON-ORGANIC, - ` EXISTING GRADE TO ALLOW FOR SETTLEMENT
— I REMOVE COMPLETELY) ATTACH "ARBORTAPE" TO SUPPORT POST
�� � I-111=11 I-111= .s:4444.44❖;�►' ----- —T 11 k=1 I (� —
;i., _ I $••••••i:'�•.•04 —I — I POST PER MANUFACTURER RECOMMENDATIONS MULCH TYPE AND DEPTH PER SPECIFICATIONS
i_.,,1 11—I , 1_, 1 'A`4+: •:1, .—.a �_ CUT SEVERAL SUTS IN ORGANIC CONTAINERS
i = i = — I -`+=III=III(= TO FACIUTATE ROOT PENETRATION; REMOVE
�1+, I ' �` It' ll— IIy I— BOTTOM OF CONTAINER COMPLETELY SOD OR OWN GRASS .
- =, 11� 11 1 I irtf /
A. •^ � —I i1 i�= 1 1--11— �I 1—I 1 i—__----I j I=�=—� SCARIFY PIT BOTTOM AND SIDES MINIMUM 6" ___� __ __
1 I I1 1 1 1 1 I I—-1 I 1—I 1 i I I I I I 11 1 1I I11 I 1M17 I111 1111 1111 _ CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL �
" • •anA.::eIk.. , -- SCARIFY ALL:1_1—_ ► v.,41►• - 1.4•1— DIG PIT TWICE DIAMETER OF ROOT BALL,
# © n — 1 I— 1 — , — ;— 1 1— 1 , SIDES; AMEND SOIL PER SOIL TEST AND SPECIFICATIONS;
* ' SHRUB DETAIL -I — I-1 1--i —I I •—I I— — USE AS BACKFiLL IN PIT AROUND ROOT BALL
(POTTED, BALL & BURLAPPED OR CONTAINER) EXISTING SUB-GRADE I—I04
B & B ROOT BALL ,..0
I » NOT TO SCALE
, , TREEETAI L
D
(FOR DECIDUOUS TREES)
NOT TO SCALE
4,
4
b
'a:
ot,,'' r ))
BJRK OR EaNVALET4T 9EClAiEO TO MIRE n =FA
ULTRAVIOLET RESISTANT(BLAcx win
." 12 GAUGE 4'X4' OR YX4' MELDED SIRE HOOKED ONTO CENTER
e wnH METAL CLIPS aR *IRE AT IF ON
'"` & .,. PREFORM CHANNELS ON METAL POETS, OR FASTENED
k tt. 10 CEDAR OR WOOD POSTS VIM NO. 6 STAPLES.
MAXIMA SEDIMENT STORAGE LEVEL REYovE
v k
' III I ! 1 3 i I i I I I I • SEDIMENT MEN THIS Ln�Is REAQIcDx, OR AS DIRECTED BY cCNSctVATiON ID ECTOR. "2 DEWEY BIOS. INC. 24" X 36" / s DROP INLET CH—BN-2 t ;: f _ I • PRELIMINARY PLAN
7r1N.
Hiiiitill
`f 4n------Th—a"\---1
:,:'.
�,�°b : PIPE u� VARIES -- 3' MIN. / ' NOT FOR CONSTRUCTION
TRUCTION x;.
`,, BRICK WIDTH AS
CONC. GROUT REQUIRED '%"
;1,, ,' , PIPE ID + 12
kFILL
DIH DETAIL // / <� V,
F. / 6 OR AS NOTED NO SCALE — DETA � SHEET b
\ / PREPARED FOR * ,;d
CONC. J. iJ11�—�I iI- a 1 ''-�-��'��'-�-���-.-.. 2" BITUMINOUS 2" BCSC TYPE 1-2 ASPHALT\*•- ,----. • KINGS MILL
k d a 4, d 4 . 4 O a° 4 a d IL-II;,ii'wiI--II=II- •
� a v �� FOOTING 11-II= /�
, /J //J/// //J//J / / //J//J
., 8" 8" =II ii. 6"ABC STONE (TYPE E 2) PREPARED BY
NEWPORT TOWNSHIP, CARTERET COUNTY, NC
Yv e
4— B 3.0., ---.� 8 .f-" ,,-►. --1i=lt oo °O
,,- ' II=I1-
4.
+" 2'0' -- 4• 1_Ii -1 0o g° 00 o g° 00 0 00 0° JOHN L. PIERCE & ASSOCIATES, P.A.
t 5•0* 2500�F CONC. °° 6" ABC STONE • I ----NATURAL GRADE 409 JOHN50N BLVD. JACKSONVILLE, NC 2$540
o T'"
" " o o°° DO ° oo °ODO opO DO o0 0° Iflilliilatlll tllnr-=lllui==lluu=Ills!!= IILRII�I►i�LL PHONE: [phone] DATE: NOVEMBER 1, 2001 f`
4�° a e ° o a I. •il Illlll IIIIII-IIIIII=IIIIII. IIIIII==IIIIII `--IIIIII=II
CARRY APPROXIMATTIY tY OF FABRIC INTO TRENCH,
0 a a IIIIII III III II�IIi:. iIIiII IIIIII Illlii IIIIII =IIIIII 001ER NTH SOL Ave TAMP eAacnu SCALE: AS NOTED F.B. PG.
tt • 1 _ CARRY e• of WIRE INTO TRENCH. JOB #' FILE NAME: t'
` � TYPICAL PAVEMENT — --
I 3 � TYPICAL, EMENT & SIDEWALK DETAIL IlII.I iiII1l�Ilil{I` =��
fi. DROP INLET L PAVING DETAIL r MINIMUM / IIII iI
NO SCALE Flou METAL. CEDAR OR 4'X4• TREATED Waco POSTS AT 6'
I NOT TO SCALE NOT TO SCALE 1... <N, IN OFF CENTERHASIMUM. CEDAR AND WOOD PORTS sHouLD
6E 3' OUP
EEP WNW
a.sa r
(Ill!
SILT FENCE DETAIL SHEET 4 OF 4
V4T
y.,
...A.,..._£ r .:' i.. i� L+.R.z:.pp�
w -n v..::.,fi�x ank�,,e:,z:a,a ,.,.._i5t ^..0 vxrv....,.r», e.... 6���1
Car--.,...Sr..,..,ti e. A N. 49 n„ y= s ,.--. Ia " . _ �.»r,, _. , ie