SW8040509_APPROVED PLANS_20130218

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 04050n
DOC TYPE ❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20 \3 02I -S
YYYYMMDD

fOfAL fRAG1 AREA ------------ 11 .87 AOK66
OA66 514 AREA --------------- ► 1 .67 A6966
PARGEL NO. ------------ R03600-03pgg-271 -00
0660 GOOK / P06 -------------- 3952 // 333
PRE6ENf ZONIN& ----------------- (GO) R- 1
LAMA LANO USE GI.A6JyMGAflONN5 -----------
-fKAN61 f l ON E WATC 6HE0 RE50UKGE PKMV I ON
EX15fIN& UNIf6 156
PKOP0660 UNIf6 --------------------- 45
UNIf6 PER AGRE -------------------- 16. i
PKOP05E0 OUILOIN&5 -------------------- 3
P90PO660 &R055 50UARE FOOfA&E----30)000 6F ;
PRO1205E0 OUILOIN& HEI&Hf ----------- 35 F1 i 1
IMPROVED REGKMIONAIII, LAND -------- 1 .60 AG ;
MGM OF OA66 51fB AREA ------------ 15% , , N/F
OTHER OPEN SPADE -----------------4.9 AG 1 1 N/F CHARLES FRANKLIN
FRANCEES K. SA NDERS I FOY ETUX
PERGENf OF 0A5E SITE AREA ------------ 41% I D.B. D.B. 2491-831
NG 2 1
IMPERVIOUS AREA --------------- 270,064 5F 1 1 ZONING:: -B-2 I � I ZONING: B-2 I
MGM IMPERVIOUS ---------------- 52.2% 1 , I
REGIEVIN& STREAM ------- Uf fO P066 GR66K
1 1 I
OWO STREAM GLA651FIGAfION --------- 6A ORW
WMIf5 OF 016fU96ANGE ------------ 1 . 7 AG
1 I�
SITE DATA
I I
' '` S46'40'09"E 105.08' ' �s i I Ii S46'32'09"E 1115.4T 1
1
1
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---- �
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--- S \ Jt 2 r /i �t
SITE ' a F O -�' ICI m� � /
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INFILTRATION
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env ORE DR 37
1 UNIT ,nI I P KKINb / ��� j j III- - -II l 30 -- BASIN -2 I 11 I I v
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NO SCALE ®• rni I \\\\ \ . / :TJ Z
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29
1 K I O
VICINITY MAP m; i , ",F
m JABE V. &
—J SHIRLEY L. HARDEE
1 rJ \� / Z C7 �---I (I y I I D.B. 1253-507
1 = 01 I I 18 UNIT r�+. L \ / / / / I I I I /�._ t1 I ZONING: R-15
LEGEND ;III �. 9 N T \� Z -'� _>> 8 ' -
z1 I �� / W o NO'
ZING ZMENj B1-pG
PROJECT BOUNDARY i I �_\ j l Il j ---- CIUNLI APAR
EXISTING CONTOURS1aFE=
2 ,
, I I
TC387 PROPOSED TOP OF CURB ELEVATION
FL31A PROPOSED GUTTER FLOW LINE ELEVATION � � I �
RIM 392 PROPOSED STRUCTURE RIM ELEVATION i N45'16'18"W 134.25' 44 i i 4 1 5'1 ` APIAR1MEUSE '` L' == f It 31,
AA
AREA OF , I i ' c��g 6000 11 _X 1 j J -� -� t- P T A A ,QF i
INV28.B PROPOSED PIPE INVERT ELEVATION I N/F 2 It �', __ � -
' PROPOSED "/` / FE= 'r
1 JOHNNY L. & I 1 MERCER -
1 1 PAMELA C. MERCER I EXISTING PROPERTIES. L.L.C. I 1 ` y -_ I -r 1
x1O" OAK PROTECTED TREE I N - 1 t �__ -k y - , r7
1 1 D.B. 2472-323 I I w 001- OLG 11 -I - _ -
0' OAK PROTECTED TREE TO BE REMOVED i i ZONING: B-2 FFE-30.00 'P OM E PO 1 —_ }-� = �- - - __
EXPANSION BUILDING D.B. 2790-075 r
I I - ZONING: B-2 1Ex 1tN� I I'll �� 11 -_ -r-' -r \ 1 �Y
--------------------
SIGNIFICANTI 0 E0�1P. ` _ l L
x30" OAK TREE -
1
0- OAK
OAK SIGNIFICANT TREE TO BE REMOVED
DISTURBANCE LIMITS i i ---- ----------Z .. I ,y �, ,'�Tl �� 11t k- `�� �� NO 1
SILT/TREE PROTECTION FENCE ' r-' INS��AREA \� 'l=� 5 NG ARTMENj c3�DG 6 ;- , 1 r`4 ..._.
4 ��-_ �1� y f EX UNIZ AP �- �� 3
��C�� 24 24.00 I I
try 1 J_- . �
L
GENERAL NOTES : JOHNNY L. & ; -� r ; `�J 5 _ �_ co ,
PAMELA C. MERCER i _ ___ 00
1 NO PORTION OF THIS PROPERTY IS LOCATED IN THE DZONNG: B32 pp t L G ENj Bt-�C' NO - V)
1 00 YEAR FLOOD HAZARD AREA. BOOK 1881 PAGE 182 N w EX15uNlj ApARTM { r� 65 02 Y'
7.
2. BOUNDARIES, LOCATIONS AND DESCRIPTIONS OF EXISTING Lo m FFE=24.50 N58 06 39 W D /
FEATURES. AND TOPOGRAPICAL INFORMATION IS BASED ON
A DRAWING BY ANDREW AND KUSKE CONSULTING ENGINEERS. _ 6'
INC. DATED 5/18/2004 AND IS NOT THE RESULT OF A w o �' _
SURVEY BY STROUD ENGINEERING. P. A. n I>
_N ip W
`O T AND LINE
OPEN SPACE NOTES : Z
N/F �
1 OTHER OPEN SPACE INCLUDES ALL PORTIONS I HOWELLFAMILV
OF THE PROPERTY EXCEPT BUILDINGS . ROADS , LTD. P616-1 7 M
PARKING , AND THOSE AREAS DESIGNATED AS ZONING- -1O7 z
IMPROVED RECREATIONAL LAND. zoNlNc: a-z iN N/F
ROBERT L. &
''S � KAREN R.
TON
2 . IMPROVED RECREATIONAL LAND I NLUDES THE N D.B. 152 -49
_ B. 1524-491
_ c:' n ZONING: R-15
POOL . CLUBHOUSE , AND AN AREA DESIGNIATED _--��
FOR A WALKING TRAIL AROUND THE PERIMETER.
�n
APPROVED N
NOTE - N/F 00
NORTH CAROLINA ENVIRONMENTAEAM EN RAY
A TOTAL OF 45 SINGLE BEDROOM RESIDENTIAL MANAGEMENT COMMISSIONB> 15-45-1183 W
UNITS ARE PROPOSED ON THIS PLAN.
DIVISION OF WATER QUALITY C)
`dw`3 oyo5oq o
CJ 0D
OUA OUAKOOWN z
POND
EX15fIN& PROPO669 fOfAt,
OU11"1 &S 20) 742 SF I gg,237 5f 43,979 5F ,
PARK I N& 5 )653 SF 24)467 6f 62) 12 6F FEB 15 2013
510EWALKS 6,616 5F 6>071 5f 126,6 5F
Off6IfE 6)508 SF g g5f 9) SF
fOfAIR.VE 99)515 5F 55) 93 6f 154; 1 5F
PARKING GAI,GUI.A1 I ON5 PONO 2 SHEET I NOEX
EX15fIN& UNIf6 ------------' I� EXI6fIN& PROP06E( fOfAL LOVER------------------------- 1 COVER
EX15fIN& PARKIN& SPAGES----- 318 OUILOIN&5 4¢)0?1 5F 0 5F 46)051 5F U11KIWAM ll- &KAOIN ------------ 2
SPAGES PER EX15f IN& UNIT --- 2.04 PARKIN& ) I 15F 1 )930 51, 52Z) I 15F SfORMWAfER GRAOINb----------- 3
EX HG AGGE5610LE 6PAG66 ------13 510EWALKS 1 I )64 5F 345 6( 11 )9 6F 1REE PRESERVA110N -------------- 4
OFF61ff $ 6F 6F 5F 5W E bRA01Nb DETAILS ----------- g Te r ree s
PKOP0669 UNIf6 ------------ 45 RESERVE 0 5F ) 377 61 5)37 5F GFPUA WAFER DETAILS --- W- 15 W502
PROPOSED PARKING 6PAGES ------9 TOTAL 107,862 5F >652 51 115,514 5F GFPUA SEWER OEtAILS ------ 551 - 554
SPADES PER PROP05E0 UNI1 --- 2.08
HG AGGE5510LE SPADES--------- 4 #-,11CARO//`/ OLDEN TOWNSHIP NEW HANOVER COUNIY NORIHSC�NED: JHF
c� Sq/0- ; OWNER THREE OAKS PROPERTY, LLC
O = �� �� ter= ADDRESS 1630 MILITARY CUTOFF ROAD DRAWN: DLM
WILMINGTON. NC 28403
50 25 0 50 100 r`4 910 256-0021
Z � ' � .� APPROVED: JHF
U ' y i� i
''' laaa S STROUD ENGINEERING, P.A. DATE: 10/19/12
O PROJECT NO. : PW-1014 -- - - -
GRAPHIC SCALE: 1 "= 50'Of
DAV[D M NIUS. P.E. 102-D CINEMA DRIVE SCALE: 1 �� = 50'
NA
DRAWING NO. : W:/MASTER/PW1014/DGN/JHF SKETCH.DGN 2�JS zoT3 wI10) 815- NORTH 910)CARO 15
- ------- (910) 815-0775 (910) 815-0593 FAX
TNC ENGINEERING FIRM a C-0647 SHEET 1 OF 5
I
I
1

I CHARLES FRANKLIN
GEORGE E. & '�� i I I i
i' FRANCES K. SAUNDERS. FOY ETUX i
j D.B. 2790-072 ; D.B. 2491-831
1 ZONING: B-2 ZONING: 13-2
NEW I /
POLE
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�DISTTURBANGE \ i I N O�3 z
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__ _
_ _ _ ___ ___
i �_ POLE r
17
(�� T
SIL
I I FENCE
1 - _ I EX CATCH BASIN � I / / \�
I TOP OF CURB 32.28
i T 337�0;8 EX I� TO OF GRATE 31.76 C�P�";LgjTT I�y�,{q Yw ��INSET #1 F32.9EX FII. - --- NEaDJd'C� Nr
- - _ _ X CATGd BAS1N
I I _— - _ ____ _ TOP OP CURB 28.60
-- -- -- --- - - --- -----------------------r---� - 2:.1 =�--- ' NP23RATE
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DISTURBANCES :" - � �• W u x TC 3 INNY
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x / -' UR8 ANCE
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INSET #2 = II 318 I 1 8 UN..I"TS _ _
26 BLDG 9
4 \
�, Fz 9 UNITS , \
292 #
I N
23
$ R I `i it FL i 2S
�l��,gg i Drnl 24 - py'
FL 3&3 ; i z i x TFCL 21d 1
y- --- -------- 25 ----------- FF�'1�8,8
- TC �1,� i \ I I EX'IIPOLEE 26 . ._...._.-..__....-.---.. `� \\
FL 388 3�,qq \ -� -- -. ..- PTsI� \
TC FL 381 kpRj�Q(VIH RAR/ L �\ \fl 298 28 C I L ` I \\\ f
�. FL CLV.,7r,F�N, I R \ �L'N OVERHEAD i F I \ �•
SILT CUR IRJLD \ I ILNSEMENE IN O T i -
FENCE OP g\l1b ;
1 4
FL 3� '.. - FL 28.8 I' IEA 5,. .. .. :. ........._ 27 .
----- ----------- ---- INY57252 ----- ---
NEW
T 1 A )IRY N F ,
JOHNNY L. & i I (POLE
- PAMELA C. MERCER N/F `e t
rr pEg ) D.B. 2472-323 I ' S 20�3
AIO (TEfO EX ZONING: B-2 I STaogWO CI MERCER FEB I
PAPoC , I�Ib bg �I PROPERTIES, L.L.C.
1 I ��11'' SS pp�� � D.B. 2790-075 —
j DIS�URBANC'Eti # - ZONING: e-2 SY:
20 10 0 20 40
LEGEND PROPERTY OWNER CERTIFICATION DESIGNER'S PLAN CERTIFICATE
PROJECT BOUNDARY "I HEREBY CERTIFY THAT I AM THE CURRENT OWNER OF "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN GRAPHIC SCALE: 1 °= 2O
THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION-TO-CONSTRUCT" ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY
26 EXISTING CONTOURS ANY CLEARING, GRADING, CONSTRUCTIONOR DEVELOPMENT, WILL BE PERFORMED ORDINANCES AND STORM WATER DESIGN MANUAL. " STORMWAT R AND GRADING PLAN
25 - IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND
r� RULES OF NEW HANOVER COUNTY. THE STATE OF NORTH CAROLINA AND THE
TC 39.7 PROPOSED TOP OF CURB ELEVATION FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF SIGNATURE:
THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
FL 31.1 PROPOSED GUTTER FLOW LINE ELEVATION CONSTRUCTION WILL NOTDATTTEMPTION TTO TRANSFERND MAINTENANCE THISOF THE RESPONSROPOSED IBILLITYY WITHOUTITHE PRINTED NAME AND TITLE: Ticr Tee s
INSET #3 RIM392 PROPOSED STRUCTURE RIM ELEVATION WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY. DATE: P
o SIGNATURE: REGISTRATION NUMBER: \\��111II1////// OGDEN TOWNSHIP NEW HANOVEA COUNTY NORTH CAROL)
INV28A PROPOSED PIPE INVERT ELEVATION PRINTED NAME AND TITLE: �\ N SAROI���i�
x1o" OAK PROTECTED TREE SEAL o. F� sad y �. OWNER: THREE OAKS PROPERTY. LLC
DATE: �p y' y DESIGNED: JHF
O 0" OAK PROTECTED TREE TO BE REMOVED SEAL �': _ ADDRESS: T630 MILITARY CUTOFF ROAD
35677 WILMINGTON. NC 28403 DRAWN: DLM
Z x30" OAK SIGNIFICANT TREE y ' c� ? :
tzr 910 256-0021
v 00" OAK SIGNIFICANT TREE TO BE REMOVED 7y`pGl �`���� APPROVED: JHF
- -- — p DISTURBANCE LIMITS ` AASTROUD ENGINEERING, P.A.L.
Ld DATE: TTi�9iT2
C7 PROJECT NO. : PW-1014
w — * SILT/TREE PROTECTION FENCE
DAVID L. MEN US. P.E. 102-D CINEMA DRIVE SCALE: 1 = 20'
DRAWING NO. W:/MASTER/PW1014/DGN/JHF SKETCH.DGN 2� S�2O- (910 WILMI
815-. NORTH 910)CARO 15
------ � - �----- (9)0) 8W5-0775 1910) 815-0593 FAX
INC ENGINEERING FIRM x C-0647 SHEET 3 OF 5

COASTAL PLAIN SITE STABILIZATION SCHEDULE EROSION 8 SEDIMENT CONTROL MAINTENANCE PLAN
1 . Fertilize and lime per recommendations of soil 1 . ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
tests or apply 2.000 Ib/ocre ground agricultural CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
limestone and 750 lb/acre 10-10-10 fertilizer. PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
2. Incorporate lime/fertilizer 4-6 inches.3. Roughen steep slopes by tracked machinery. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
\
4. Select species based on season. Refer to tables. PRACTICES AS DESIGNED. \
5. Broadcast seeds evenly and cover by raking - - -
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN
or dragging a chain. Firm soil by rolling.
6. Apply straw mulch at a rate 1-2 tons per acre. 1T BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE - _ _ - - Curb Inlet
` ` \v� ( r �
Anchor straw by tacking with asphalt, netting, WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. _ BASIN
or a mulch anchoring tool . \
A disk with blades set nearly straight can be 3. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY QQpp�.'' Li 4 \{
used as a mulch anchoring tool . SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE �� A� 5+7 PC r BASINN
7• Refertilize if growth is not fully adequate. SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION II \ �-
Reseed, refertilize and mulch immediately OF TIRES. \
following erosion or other damage. �gg
B18AC ��
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
` Will i�
Seeding Dates PER ANENTRecom SEEDING
ended Planting lRate ( Ib/ac) AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE i \ �� z ' i �� )
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. AL J
Feb. 15 - Apra 1 5. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICE /
Sep. 1 - Nov. 1 Tall Fescue Mixture see table 2 WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL I �g : UPI
�•"a a�
Apr. 1 - Aug. 1 Hybrid Bermudogross see table 2 WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ACCUMALATES TO A ` 8.46 AC ` Y��r
Apr. 1 - Jul . 15 Common Bermudagross see table 2 HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER C84AC +ram
Mar. 1 - Jul . 1 Centipedegross see table 2 DRAINS PROPERLY. (_
6. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY -
Minimum 1 foot overlap
PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4 STONE TO MAINTAIN
Site Description Recommended Planting Rate ( lb/ac) PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL I N T E R B A S I N DRAINAGE AREA M A P
Well to poorly Tall Fescue Mixture 80 IMMEDIATELY BE REMOVED OVERALL DRAINAGE AREA M A P
drained soils Pensacola Bahiagross 50 7. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE 1 " = 8 0'
Kobe Lespedeza 40 APPLICABLE NPDES STABILIZATION TIMEFRAMES. 1 " = 2 00'
Dry to well Pensacola Bahiagross 50 . B. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS WHEN G U T T E R B U D D Y CURB INLET PROTECTION
drained soils Common Bermldograss 30 NOTES:
Kobe Lespedezo 10 STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
German Millet 10 WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ACCUMALATES OVERALL DRAINAGE AREAS AND BUA TRIBUTARY TO NTS
SwoIes Common Bermudogross 40-80 1 TO A HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER EACH BASIN ARE UNCHANGED BY THIS PLAN REVISION.
DRAINS PROPERLY. NO REVISIONS TO THE COLLECTION/TREATMENT SYSTEM
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES 9. ALL SWALES SHALL BE INSPECTED AFTER EACH RUNOFF RAINFALL EVENT DOWNSTREAM OF THE PROPOSED EXPANSION ARE REQUIRED.
Site Description Recommended Planting Rote ( lb/ac) FOR EROSION. ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND
Well to poorly Toll Fescue Mixture 200 RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS DRAINAGE CALCULATIONS ARE SUBMITTED TO VERIFY
drained soils Rye Groin 25 FLOWLINE RESTORED IMMEDIATELY. PIPE SIZING INTERNAL TO THE REVISED SECTION
Dry to well Hybrid Bermidograss 50 OF THE PROJECT.
drained soils 10.SEDIMENT BASINS SHALL BE INSPECTED AFTER PERIODS OF SIGNIFICANT
Well drained 10 20 RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
sandy loom to Centipedegross DIMENSIONS WHEN SEDIMENT ACCUMULATES TO WITHIN 2 FEET OF THE TOP
sand, lowns. OF THE OUTLET DEVICE OR WHEN STONE NO LONGER FILTERS PROPERLY.
Notes: CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
For seeding outside of recommended dates and/or for temporary stabilization, refer to temporary DAMAGE AND INSPECT THE EMBANKEMENT FOR PIPING AND SETTLEMENT.
seeding table. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND OTHER
For highly erosive areas or as directed by on DEBRIS FROM RISER AND POOL AREA.
engineer, sod shall be provided.
-EXISTING TREE
TEMPORARY SEEDING TABLE CONSTRUCTION SEQUENCE
!seedingDates Recommended Planting Rate IIb/ac) 1 . INSTALL INLET PROTECTION, SILT FENCE,
Dec. 1 Apr. 15 Kobe Lespedeza with 50 AND STONE CONSTRUCTION ENTRANCES. i
_ Rye Grain 120 2. CLEAR d GRADE STEEL I CONTROL
Apr. 15 - Aug. 15 German Millet 40 3. INSTALL UNDERGROUND UTILITIES Y 1' 1� STAKES FABRIC
Aug. 15 - Dec. 1 Rye Grain 120 4. INSTALL PAVEMENT A7- 3 ' HER UNLESS
5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS. DRIPLINE o° 0 ° I OTHERWISE NOTED
SOD INSTALLATION 6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION. 0 N PLANS
, 3' MIN. STAKE oOQ Q °0 I FILL WITH
1 . fertilize and lime per recommendations Of soil HEIGHT ABOVE o O
EARTH
PROTECTIVE ,' GRADE ° o ° 2"-3" COARSE AGGREGATE 1 ' -0"
tests or apply 100 Ib/1 ,000 sf ground agricultural BARRIER _ , _ O O 00o
° so 6 DEPTH
limestone and 25 Ib/1 ,000 sf fertilizer. In the '- _ - -
fall . use 10-10-10. In the spring, use 5-10-10. 50' ° 0° 0°8 a = _ -
2. Incorporate lime/fertilizer 4-6 inches• �1 0 ° cf o
3. Rake or harrow to achieve a smooth final grade. �J1 11 Y __ u� ,�� ° 00 8
4. Roll to achieve a smooth, firm surface on which NOTES: ). op o O
to lay the sod. 1 . NO WETLANDS EXIST IN DISTURBED PORTIONS OF SITE. 00. o W°
5. Lightly rake and irrigate top layer of soil just 2. DISTURBED PORTIONS OF SITE CONSIST OF KUREB SOILS. 00 8°-.0.° ° r 0 _ 3 ' MIN.
prior to installation. 11 0 BURY
6. Lay sod in a staggered, brick-like pattern with TREE PROTECTION
the longest dimension perpendicular to the slope.
Avoid gaps. Use a knife to fit irregular shapes. NITS
EXISTING ROAD
7. Roll sod lightly after installation to ensure
good sod to soil contact.
J
8• Irrigate initially to wet soil to a depth of 4".
sodphasitokensf fo+r 2-3 weeks thereafter or until CONSTRUCTION ENTRANCE DETAIL
TYPICAL SILT FENCE
NTS
NPDES STABILIZATION TIMEFRAMES N T S
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 61,
1 2" NOTE : POSTS TO BE SPACED 6 FT O. C. OR 8 FT O. C.
PERIMETER DIKES, SWALES, AND DITCHES 7 DAYS NONE 2' RAD.
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE CONC PSI W/ 14 GAUGE 6 X 6 WIRE MESH REINFORCEMENT.
CONCRETE WOODEN POSTS ARE NOT ACCEPTABLE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND FLATTER
THAN 2:1 THEN 14 DAYS ARE ALLOWED. 3 RAD. FOR BAFFLES. UTILIZE 4 FT POST SPACING W/ ,
14 GAUGE 6 X 6 WIRE MESH REINFORCEMENT.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. 4 I e' RAD. SLIT THE FENCE IN EVERY OTHER 6 X 6 SQUARE.
OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE
12 d 5' WIDTH
Q
6 SLOPE PER FT.
N
1 8 4" 3000 PSI
19 gUage hardware cloth CONCRETE
- ------------ 4' max------------- - (- mesh openings)
-- STANDARD CURB ( 18" ) SIDEWALK SECTION SEE SEPARATE CFPUA DETAIL
-- -------- SHEETS FOR WATER AND SEWER
T
NTS NITS SERVICE CONNECTION DETAILS
�
' T
NCDOT#5 or#57 2' . -
washed stone
1 16" p RAD. FB 15 2013
DRIVE ISLE 15.5' 2.5' i't
2' (18' W/0 ADJACENT STALLS) STALL OVERHANGI BY. _-- --- ----- _--
3 " RAD.
4
- ­ � RAD.
SLOPE DETAILS
NCDOT#5 or #57 filtered 1 2 z" I-2
washed stone - . - wa,er a_ _ ,. 6" CABC 14
G.1St�a: y
Ile b SLOPE
T CP 0 PP
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18" SPILL CURB OLDEN TOWNSHIP NEW HANOVER COUNTY NORTH CAROL)
o (SEE DETAIL ) \\\iI II I!//�
3000 PSI SUBGRADE COMPACTED) 4SEAL
CAR
3 TO 95% MODIFIED PROCTOR CONCRETE SIDEWALK • ,Q( //j DES IGNEO: JHF
CONCRETE 18 " 5' WIDE (SEE DETAIL ) / O W N E R: THREE OAKS PROPERTY, LLC(SEE"ETABILIoyTYPICAL INLET PROTECTION �1 = 35677 ADDRESS WIL 2NGTON,RN CUTOFF ROAD DRAWN: DLM
ZQ • 910 256-00 NC 28403 APPROVED: JHF
SPILL CURB ( 18 ) TYPICAL PARKING LOT SECTION
� NTS NTS NOTE : PROVIDE SPILL CURB AS INDICATED ON PLANS ` � ��° �
w NTS rjdL�M� AASTROUD ENGINEERING, P.A. DATE: 11 /19/12
0 PROJECT NO. : PW-1014 -------------------
XDAVID L. MENIIJS. P.E. � 102-0 CINEMA DRIVE SCALE:
DRAWING N 0. : W:/MASTER/PW1014/DGN/JHF SKETCH NA
1(910) 815- NORTH CARO910) 15
----- �Jlzv� ------ (C EN 81EERING (910 815-0593 FAX
NC ENGINEERING FIRM u C-0547 SHEET 5 OF 5
17

THREE OAKS MIXED USE DEVELOPEMENT
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SR ,J E pR, �T PA
MARKET STREET
7750
,T BA ORE DR
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VICINITY MAP
NO SCALE NEW HANOVER COUNTY , NORTH CAROLINA
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SCALE: : 1 " = 100'
0 20('- 400 600
DRAWJNG INDEX "
COVER
Cl GRADING , DRAINAGE, EROSION CONTROL AND STORMWATER MANAGEMENT PLAN
C2 OVERALL WATER AND SANITARY SEWER LAYOUT PLAN MAC �9a
C3 SITE LAYOUT PLAN , TREE REMOVAL AND SIGNIFICANT TREE MITIGATION PLAN
C4 NOTES AND DETAILS APPROVED
C5 STORMWATER POND DETAILS SECTIONS AND LAYOUT PLAN N { �� LIAENVI„O1SION L
CF WATER QUALITY
C6 WATER AND SANITARY SEWER EXTENSION PLAN COVER SHEET a
C7 WATER AND SANITARY SEWER EXTENSION PLAN AND PROFILE N -�—=�0-�67
OWNER CONTACT: C8 WATER AND SANITARY SEWER EXTENSION PLAN AND PROFILE
THOMAS N. TUCKER, MEMBER C9 WATER AND SANITARY SEWER EXTENSION PLAN NOTES AND DETAILS
THREE OAK PROPERTY, LLC - -. ..-- Andrew & Ku s ke
315 FRIDAY DR. -- —_ — CONSULTING ENGINEERS, INC. �,,�o NSC MEET
C 2004 ANDREW & KUSKE FAX 9,0 343-9653
WILMINGTON, NC 28411 = = = = a ;
FAX [phone]
www.538-5719 (MOBILE)
�A&K PROJECT NO . 04022 ondrewandkuske.com

DEMOLITION NOTES:
49 ff 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING
THE EXACT DEMOLITION LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO
THE OWNER. REMOVE THE EXISTING SITE FEATURES WITHIN THE DEMOLITION WORK 0
LIMITS. SEE THE ADDITIONAL DEMOLITION NOTES BELOW.
w Z
2. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD z Q
DEMOLITION CONDITIONS. 0 Y
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED z
DEBRIS ASSOCIATED WITH THE PROJECT. O o o J
NIr CC Z O
30� 4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE Q W
o WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES,
fYN . SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS. 0 Z Z Q
�C 0
sR r °R 5. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED N O C
U U
PRIOR TO BEGINNING ANY DEMOLITION. CONTACT THE NORTH CAROLINA ONE CALL a
CENTER AT 1-800-632-4949. o ® 0
Z a. W
1 . BA E DR 6N b +ry9� obh 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING 0 O \
UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO m 0 Z W O
' �'•"- - �'` - - �"` - - - - - - �N - - ---pry -\� � -\`� � - � •-'�- - - BE BROUGHT TO THE ATTENTION OF THE OWNER.
VICINITY MAP - _ _ _ _ _ _ _ _ _ + \ \ 2 \ \
NO SCALE �° i \ \ 24 3 \ O 1 t 1 Q Z
ti°'� N/F I �•, as \ \ 2a� \ \ 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING ■C•
1 P cHARLEs FRANKUN \ AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND Z W' \ 0 1 ` �oP \e \ \ \ \ \ \ \ AUTHORITIES UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED }
F. 91- \ \ \ \ \ \ \ PIPING, ETC. NOT iN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND W W
ry, N/F \ D.B. 2491-831 1 I \ REMOVED AS REQUIRED. COORDINATE WITH THE OWNER. •,0 Z
h GEORGE E. & J� i \ 0h ZONING: R-1s I I do-\„ \ \ W Z
�0 \ � o \ 4N0 BOOK 981 PAGE 680 ' �� ' � + \ � 8. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING w Z Q
PRANCES K. SAUNDERS 1 \ TOR TO GRADE-24 t FIELD VERIFY v W
�� ' UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY
^ \) D.B. 2790-072 N I \ \ \ \Nwv.-1a.aa DURING DEMOLITION. Q Q �(J O
ZONING: B-2 �o X
,� 14' SOIL DRIVE •y° \ 3D• RCP SD\*A 2sa 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR Z ^ cc
% I I BOOK 2491 PAGE 0825 TO ADJACENT + / / 3
/ ERU PER THE \ DRAINAGE\FLDw BREAKuINE (TYP) \ \ RELOCATION OF P.� 'i EXISTING UTILITY POLES / GUY LINES WITH THE OWNER AND THEcc
IuIAI k2-8/30 CATCH
N usE Pvwrr I \ \ m 4 qF r 2B11 APPLICABLE UTIL!T ' COMPANY AS REQUIRED. Q
0U1iER 1 U TOP OF'ORATE-23.a1 Q W
0 DOT MOW OF WAY. / TOP OF '� 20 \ / \ .z0.r NOTES:
TOP OF 31.70 SAVE THE EXISTING TREES, F-' '111.
INV.-2a.a3 \ REMOVE THE SEE NOTE 1 SHEEP Cl. <„ W S
DISTURBED AREA/CONSTRUCTON LIARS � � ,� ClAie AND GLITTER � -� \ \ / / \ 0
h FIELD ,M L S THE SITE PROPERTY LINE .?� �o sDEMOLISH rte F �06 / �e2 + _ \ 1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE BUILDINGS PERIMETER Q Q y Z
\ SAVE THE EXISTING TREES. T►E CON11GC10R SHALL + ti0' /�`l AlP� c N \ CURB LINE ASPH"-T PAVEMENT AREAS STORMWATER PONDS AND WITHIN THE O
SEE NOTE 1 SHEET Cl. o ELD VERIFY A� FIELD + ,� Q,r \r° b'
SAWCUf, REMOVE. REPAIR AND PATCH THE EXIS'RNC + � INE 71E REGUIElOTS ti ,r ,• o W BUFFERS SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT \ \ I ATE URIMING / / ^" • " izi ,e RESPONSIBLE FOR MEETING WITH THE NEW HANOVER COUNTY ZONING DEPARTMENT Z Q
PAVEMENT AS REQUIRED TO REMOVE THE EXISTING I \ hti �fIS1IEG SITE FFJ1OWNE 6- CATCH 2 W
SITE DRIVEWAY AND TO CONSTRUCT THE FEW TURN I �, I. 's I °o. TIE WITH THE OWNER P+ a• SIN. 40 PVC PoOF oywRN MP 27,E ) (910-798-7115) ONSITE TO FIELD REVIEW THE EXISTING TREES AND TO FIELD REVIEW S
E' THE E70511NG GRADES LPRIOR TO BEGINNING FIELD I ? S4640'Oa•E 105.08' 4i y 0, + SEE NOTE t' aver Cl. a• et.OR YIN/. GRADE / - Q , .
CONTRACTOR FIELD VERIFY THE \ TOP of oPATE-za.so I THE CLEARING LIMITS OUTSIDE THE BUILDINGS PERIMETER CURB LINE ASPHALT O K oowmucnm. INSTALL FOR POSATIVE DRAINAGE. ,' PAVEMENT� � RESPONSIBLE L FOR SINSTALLI G SILTT FENCE OR TREE PROTECTi0NNFENCING AROUND LL s
" >a nr �-.-n� a a
i, I Y-- P+. I I / • THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY DEMOLITION OR 2 Lo W
>sr T>F a
y + h ti Q r� �° / I .� 96h a• CONSTRUCTION WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE
ROOTS THAT CONFLICT WITH GRADING OPERATIONS. SEE SHEET C3 AND THE ~ Z
.XI
I 76� I ) - 1 _ +ti ,�� \ra`� �? �,r� LANDSCAPE PLAN BY OTHERS FOR THE TREE REMOVAL MITIGATION REQUIREMENTS.
TREE MITIGATION REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER AND THE
OWNERS LANDSCAPE CONTRACTOR.
p a 2. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE DOMESTIC
ah o� r A 1 y WATER LINES, BACKFLOW PREVENTORS, AND THE SANITARY SEWER SERVICES. ¢
TEMPORARY GRAVEL CONSTRUCTION EMRANCE +'S •� +� S° °J Q �F, i a' -t Ni , . w
a, ,r / ,r I ° q TqIle MAINTAIN A MINIMUM 10 HORIZONTAL SEPARATION OR 18 VERTICAL SEPARATION m J
t / ry ` o v + BETWEEN THE DOMESTIC WATER LINES AND SERVICES AND SANITARY SEWER LINES -�
PROPOSED 50' FULL ACCCESS DRIVEWAY. SAWCUT. REMOVE, hti. • ° R" IaCgr 9 ° w
REPAIR AND PATCH THE ETOSTING CONCRETE CURB AND CURER a O QP° • •• ,. . 6• Q`` 8 1 AND SERVICES. ALL SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH. THE NEW w } r
AND OM ASPHALT by NT N REQUIRED TO ° y, ; ' ' SS Q" - } �ulrT� eh `r + ¢ HANOVER COUNTY STANDARD SPECIFICATIONS. SEE SHEETS C2 CIS C7 C8 AND C9CONSTRUCT ~
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CONTRACTOR SHALL FIELD VERIFY THE EXISTING GRADES PRIOR I a, 'q7 (b tiP + \ r�� FOR THE WATER AND SANITARY SEWER UTILITIES. ce
TO BEGINNING CONSTRUCTION. INSTALL FOR POSATIVE DRAINAGE o-i° _ t' �' - + RAT / 'L'-: W w N
30 T h \ o Q01 = 3. DOMESTIC WATERLINE BACKFLOW PREVENTORS SHALL BE _ _� OR Y O U w
h^ . W - - w P 6W. I- w ?'•. .; 90 o, ' +ti^ r - u zs_ APPROVED EQUAL. SEE PLAN SHEET C2 FOR THE SIZE. FIRE WATERLINE BACKFLOW � � a Z m
° +1P 10 \ I PREVENTORS SHALL BE WATTS 709 DOUBLE CHECK BACKFLOW PREVENTORS OR H 11 Z O
1I ` r? APPROVED EQUAL INSTALLED IN THE BUILDING. THE SITE UTILITY CONTRACTOR Y } O 2
/ I I I ��a / I•' , �: _ rQ,r 1 SHALL TURN THE FIRE WATERLINE UP THROUGH THE FLOOR AND PROVIDE THE ¢O
SAWCUT, REMOVE, REPAIR AND PATCH 71E EXISTING I , ,,• , - B' RIXco APPROPRIATE SIZE FLANGE. SEE PLAN SHEET C2 AND THE FIRE PROTECTION PLANS
CONCRETE CURB AND GUTTER AND EASIMNC ASPHALT I ,� •
AS REOUIRED REMOVE _ BY OTHERS FOR THE EXACT SIZE AND LOCATIONS OF THE FIRE WATERLINES. w - n
-1 SITEDDrO�VEWAAY M M CONSTRUCT THEE NEW TOO�"cixaN _ I we= C hoy ':.I aD' 11 I Cam-~• . w • • a ��' Z w F
LANE. THE CONTRACTOR SHALL FIELD VERIFY THE ti ti / . >< I' II ta' R s0 I , v . , Q• 0 Q` , O I t J
EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION. h' / �� I �•-��}� •, I R e .0011 1 `�. -� ''• ';••; ti �' .r 4. MAINTAIN A MINIMUM 1 -12 SEPARATION BETWEEN STORMDRAIN PIPES AND WATER
Lo
IC3t3o,__ 1 w + I AND SANITARY SEWER UTILITIES. SEE SHEETS C7 AND C8.
INSTALL FOR PosATIVE DRAINAGE j tµ,,i� 'Rd:, : I �•
•®J�.10 �,\ .I h 31.50i I I I \•;�' + ...-
5^��y 'F, cATIxN BnsIN
VERI I C m' SAVE THE TOP OF CURB I I I / f/ % \ ` °� .•:. z, E
I = A _ ,o° 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
DOTTING TOP of ORATE-31.70 ,�a .
11 h I I I I DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE MUTCD AND NCDOT '
o � BEE 1 -- � �� I I INV•-20.43/ ( I �°� J / / Chi ` •'� ° ` �� ' :.
SHEET�- 1• I: 'I ILr I 1 / /r STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL NCDOT "� d E
I II /'C �% -- ORATE-30•� I / iEXIST. WOPts LIN/ re`r e` PERMIT CONDITIONS AND APPROVALS. COORDINATE WITH THE OWNER PRIOR TO coo °
e I II I P''� - - - ^� I c ��, %�` �� -- �' N i6. BEGINNING CONSTt`UCTION. °' rn ai E
t1" Ica sD /T�'.• .{ \rP ';. .. I w rry re)U) ' -
''I w e 1 h ^9 -- � I o I/ eac(� 2s " . ` 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT � �
."' o-" '1 $o' a� O O.a01F C 1.107� • p '�+� / ( ` / �0- .Cw� Q•r / `�• \` ``� J 24• POP SO O 0.51 f- C� to In
y
'i 1 0 / 4 h_ r / / r, CJ oe + FOR THE REQUf!RE:". INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY. f/1 z
'� I I I �R • � I ylzg / /1,rY •C. i, 3 / C •C7E.00 ��' �� ,*`L '.:
<� TEMPORARY GRAVEL CONSTRUCTION ENTRANCE I N' , / /1:'•� •F� ` 1B• so ,� H. 0 0 0
I I I/ :// ,, / /;; a.��� a 1.001c .!_:: • <_,�^. I 7. EXISTING BOLiNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY W z 3
".i REMOVE THE EIOSTING CATCH BASIN AND CONSTRUCT A NEW I ay I I II •CStmi I - - - I _/ F,. C2/50 _ �. v &8- CO 1' 0 m O) 0)I 1(sv / r � / /'' - BY MICHAEL UNDERWOOD AND ASSOCIATES, P.A., AND PROVIDED BY THE OWNER. Df I-
JUNCTION BOX. LE FR ROADWAY STANDARD N0. OADWA, INSTALL A , 7- / � I ( + I �\ ', , Q 4 / z_ � T_ � w � \ � : Q� 2 zWSTANDARD MANHOLE FRAME AND COVER. NC00T RWDWAY STANDARD I I I /,�r \
NO.��� m I • '� {ZB ,r 2T /`� NEW HANOVER COUNTY STANDARD NOTES: z
:4 NEW 18• INV. IN - 30.00 FIELD VERIFY I I JH
. -I •: / I 4, / . 1a• RCP N# ' .•.. N 3' / 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS rn 3 ITE, I +yo •:,;� //� : / C�7•+_O, ,U� REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
4� ° e / `LI ` E$�; ��I'° �` '� I `6ehe +o� I �CD� ro/; ' d _� TOP
27Goeim7' r w �10
� ~� 2. WELLS IN CONFLICT ARE TO BE RELOCATED.
o + C •fBa \ oP+ c .'. oPy- \ 'K "' • ' TOP OF ORATE-2a.aO / +
CURB INLET TOP e 1 11- - �[$� ; L�� � •�L / �,r NNv.-zz4e / // •~ • N� / 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT OF WAY (3
INV. 31.6, B1 ` ``' I / I I ` -'_ T J- -' '� 'T -"-` t�qY //•1,'� /8 " B• NDCO // .•• LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE PERPENDICULAR, OR MUST
--1 0 �� R"`'• ' ' a / / + ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT OF WAY LINE. _Z
a I - �� I h\ \I ry 1 I� ff I I / I i re � \\ y/ / 8 � / /f 1B' SO N _h w I 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS
INV. 3'.88 6 /_
/ •7 J
cu9e , F' 'a= e 1 } I� '� �tro r �•, n _ CHID,
\ r° � ► ,'���p / / a t.t t a, ' 50 D.I.P. 401 PROTECTO CERAMIC LINED.
06 UPT
INV. L°.:' V� J/ ✓/ rqp pl,?'I ,E •• ''� / �4.° a• RD :..�... ,. .
I I yo R J 1C?aoo7C2 7 `CXI3o Es24 a• w 5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM WATERLINES OF
10 FEET LATERALLY OR 18 INCHES VERTICALLY WATER OVER SEWER IF IT IS W
0 - _ °� C �_ rg�p� =�\ `r a• D `� NI/ 'RDDO ' . .. IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS I ®0 I � ry. n ` � 1 .r+- �r I^y r -,I o- �.a<+W' r � _ � r� .. W _
18' RCP SD 01.OX H e I '� I J �r e Q ��;�J� 2 a
I
+ e, r` -- / E DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN BOTH THE
{ CONSTRUCT A NEW NCDOT CATCH BASIN. W/ INLET ! I Y \ \ -+ I '= a R :r i • .rQ�'�0Da a `r c _ "''L WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING Z
PROTECTION NCDCT ROADWAY STANDARDS NO. 840.01 `6 2 L{-- - / R r'. `� f
REV.E OR $ 0.02 REV.B. AND 840.03 ° e`N` a I I \� ,,C-- \ // �RI� I I I� asl `i 1;_ I / , r ter' `rNi` Y / ro Cl. .30 WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150
TOP CURB -34.10t FIELD vDIFY ,a ,�°`. 0 �;�we '� I I , :. • •�. PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING OR EITHER THE WATER
- 70P GRATE - W:k FIELD VERIFY t' T` U ``t,
INV.-30.14 FIELD VQtiFYo�S=` _, ` b: a ` -'� ,�\ ; .�• .r + - Q.ry MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH Z ,
> m + o I \ L� r1 EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR W_ _ V EX ST CHAIN N FE E �� Q)
�` 2° f
' a WIB N 34.25'R I . - _ ti ?' TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE
$ I f e M �� N _ II I L_ \ ` g`� ` � Cnao;` REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION.
II cp"N' CPEo7N I C `% �C . I , - - - - - N45•tW57'W 355.15'
y IMF, � � t .'. I CATCH BASIN 1. � re� - - - -- - PHASE l
SAWCUT. REMOVE, REPAIR AIjOVPATCHPTHE EXISTING 1 =I I 1 I I J TOP OF CURB 28.60 J - - - - - - , SAVE THE EXISTING TREES, CATCH BASIN APART
D1�0P INLET TOP OF ORATE-28.10 1' 180 RCP SD SEE NOTE 1 SHEET Cl. TOP OF CURB-24.80 SAVE THE CU1B
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT ,I "' w 70P OF OW1TE-30.10 1a• RCP SD I INV.-25.23 O OJ= I TOP OF ORATE-24.10 DOSING TREES, FFE�
PAVEMENT AS REOUMIED TO CONSTRUCT THE NEW .` '' �- INJ.-24.00 O 0 - N/F INV.-21.03 SEE NOTE 1 t, -
TURN tANE THE CONTRACTOR SHALL FIELD VERIFY --} ;, I °' x - SHEET C7. 1 LEGEND
BASIN 70
/ J
THE EXISTING GRADES PRIOR TO BEGINNING "I ? ` N/F TOP OF CURB 280 MERCER I 24' RCP SD O 0.50% 8• RDCO P-
COIISTRUCTION. INSTMl FOR ROTATIVE DRAINAGE - I _ •t JOA C. L. & TOE} OF CRATE-27.30 RETAINING WALL e�' - - THREE OAKS PROPERTY LI OWHIT OF WAY . ...-.
= PAMELA C. MERCER I INV.-23.33 PROPERTIES. L.L.C. SEE STRUCTURAL PLANSFM1 4, WE7{A!D pF1NJFATION LIVE f^
a , D.B. 2472-323 ` SAVE THE EXISTING TREESI pool V /VERI I x FIELD ZONING: B-2 _ D.B. 2790-075 I SEE NOTE 1 SHEET Cl:. a ` .f .u.v DISTURBED AWJVCONSTRUCTION LIMITS
VERIFY
I .�, � EXISTING SURVEY SPOT ELEVATION
.(p I I • _ _ _ _ _ _ _ ZONING: B-2 .. N 2`
A _ _ � . a EIGS11NG SURVEY CONTOUR
O
0 - - m I
_ .-. 33,98 INV. 32.25 e^� �. hti' REMI>VE AND RELOCATE THE EXISTING CHMNUNK FENCE PRIQR TO 8• RDCO / F0014 T` (1 --• PROPOSED PAUSE 1, FINISH GRADE SPOT ELEVATION / 1
Ri tJ
-- - - - - - - - - - - - -- - - - - - - - -f
o- s 6 BEGI PHASE 2. THE CONTRACTOR SHALL COORDINATE IS \ SF
+��� ! • �� + I f + _ WITH THE PROJECT OWNER AND THE ADJACENT PROPERTY �.� Cam-^ PROPOSED PHASE 1. TOP OF CURB. TOP OF WAX ELEVATION
!1 �, I•�.I P I 1 h �� PROPOSED PHASE 1 CONTOUR III I I
o V� OWN PRIOR TO BIDDING AND CONSTRUCTION OF PHASE 2.I
_ II III
- - PROPOSED PHASE 2, FINISH GRADE SPOT ELEVATION I
SAWCUT. REMOVE. REPAIR AND PATCH THE EXISTING °�. " I ,`' I,'}I \ - - - - - - - - - - - - �Y ~ PROPOSED PHASE 2. TOP OF CURB. TOP OF WALK ELEVATION
1 CATCH BASIN ►•--- PROPOSED PHASE 2 CONTOUR
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT ` - _ _ _ _- _ - _ TOP OF CURB-23.a0 ya. �'•OZ
PAVEMENT AS REQUIRED TO REMOVE AND REPLACE THE I it I o _ - - _ - - TOP OF GRAZE-23.40 rQ �a� PHASE t S10RMORAIN PIPE
EXISTING DRIVEWAY. INSTALL THE NEW CONCRETE CURB o ` FIELD _ _ _ _ INV.-20.48 4S0 I `'� r OR 2 SIO SE RAIN PIPE I I I I I I I
R GURER AND NEW DRIVEWAY FOR DRAINAGE. THE" 6 I I VERIFY , - - - E / - ti"�' 8' RD (8• RD) UK A ION 1 SCR. 40 PVC ROOF DRAINAGE
CON. GRADE
NTRACTOR MR SHALL FIELD VERIFY THE EXISTING GRADES I ill I a6l I 8" 14• FIOl- 8. OR !Y PHASE 2 SCR. 40 PVC ROOF DRAINAGE
PRIOR TO BEGINNING CONSTRUCTION. COORDINATE THE
NEW CONSTRUCTION WITH THE PROPERTY OWNER PRIOR VERILL I P�- 4.10
TO BEGINNING CONSTRUCTION. I ]II I � • , LIE AT IAA MIN. GRADE ( III I(
8. OR 8' ROOF DRAIN CLEAN OUT I I
-.- + 7- 1 --- SS EASING SANITARY SEWER `
SAWCUT. REMOVE. REPAIR AND PATCH THE ENSTING N F {.10 ,��'
�r 8• C-a00 PVC SANITARY SEWER LINE
CONCRETE CURET AND GUTTER AND EXISTING ASPHALT I w ' / - Q -- SS
PAVEMENT AS REQUIRED TO CONSTRUCT THE NEW I I .2 rF UNI.ESS NOTED OTHERWISE
TURN LAE. THE CONTRACTOR SHALL FIELD VERIFY , ^'I JOHNNY L. & -
THE EXISTING GRADES PRIOR M BEGINNING ss SCH. 40 PVC
CONSTRUCTION. INSTALL FOR POSATIVE DRAINAGE. It II lo��:e PAMELA C. MERCER 4'� '• SANITARY SEWER LINE
-) I } � ` 90 - • SANITARY SEWER MANHOLE
10 501L DRIVE +' +6 n D.B. 2472-323 - SSoo SANIMRY SEWER CLE44WT A nn
EXMING SANITARY SEWER
SAWCUT. REMOVE, REPAIR AND PATCH THE EXISTING 1� I I I n° b ` ZONING: B-2 - I 'IO - W CAST LION FIE SPRINKLER WATERLINE O�'FOGG
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT 4R,� ,y
PAVEMENT AS REQUIRED TO REMOVE AND REPLACE THE..6 p�C" h - ` BOOK 1861 PAGE 162 .70 r"1 8• C-M PVC WANERUNE C D: JJAKIII
EXISTING DRIVEWAY. INSTALL THE NEW CONCRETE CURB '--� I 71 W UNLESS NOTED OTHERWISE
CUTTER AND NEW DRIVEWAY FOR DRAINAGE. THE i 1 i
• e` SA SEE E DOS SG TREES. I , " ' ---WM-- WATER 11110
CONTRACTOR aMLL FIELD VERIFY THE EXISTING GRADES \ - _ _
PN
DRIAI DLL
PRI011 tO BEtOM11I10 CONSTRUCTION. COORDINATE THE I I , � BFP BACK FLOW PPEVFMOR
NEW CONSTRUCTION WITH 11E PROPERTY OWNER PRIOR � .3f� ,
TO BEGINNING CONSTRUCTION. 'o-r`',, ,t m `
FIELD ki
CATCH BASIN I ^I,�^ •♦� FIRE HYDRANT ASSEMBLY DATE: 5-18-04
T
MATCH THE EXISTING CONCRETE CURB AND 1 I ��ti VERIFY , TOP OF CURB-23.70 _ry •,
CURER GRADE. THE CONTRACTOR SHALL ,� �o' ° TOP OF GRATE-23.20 ;+ ORANAOE FLOW BREAKLINE
FIELD VERIFY THE EXISTING GRADES - GP 1 ` _ _�-� - INV.-20.58 IQ I I.I \ -...' -...~ PHASE TEMPORARY WIRE BACKED SILT FENCE DRAINAGE SWALE Ny
PRIOR TO BEGINNING CONSTRUCTION. - - - '� _ H
INSTALL FOR POSAIIVE DRAINAGE. I FIELD _ _ _ �I•-N-7!i -M��17F -
I VERIFY '1 _ _ _ - - - -� _ > PHASE 2 TEMPORARY WIRE BACKED SILT FENCE - �••••••••,,.
�� Imp I '1 - \ _T ® EROSION CONTROL AROUND INLETS
RCP SDy^�°' I .,' 1 -- - - SAVE THE EXISTING TREES, TREE PROTECTION FENCE
I�._ V �'"` SEE NOTE 1 SHEET C1. •- --�-< -
SURVEY LEGEND I „*.c =zc - - FOR EROSION CONTROL & TREE PROTECTION
1. - - y'- -�-0 8' OPAQUE FENCE ALONG THE BUFFER LINE
E,LP. EXISTING IRON PIPE e r - \ �� - L 8 s
�.
t J,S. EXISTING IRON NO POINT SET REBAR I £p y ,• • 1 / TEMPORARY SILT-F€NCE _20 - DOTTING PRDIECTED/REpIAATEDHARDWOOD TREES •,�� •~ •
I.'.S. IRON PIPE SET I I j ` / U F E3 EIOSIIIG i+ROIECTED/REOIA/ITED FI.OYYDLNC TREES ,
gIJRVEY REFERENCE I I 1 / �g INSTALL A RE AIIING WALL EXLSING SIGNIFICANT PINE TREES
1 i _ 4.• Cl. SEE STRUCTURAL PLA E RETAINING VIM
DOSIIIG SIGNIFICANT HARDWOOD TREES
0 - V) WALL-24.00t CDC - EXISTING SIGNIFICANT TREE TO BE REMOVED. SEE SHEET C4 -
MAP BOOK 29 PAGE 22 1 5 ' 41
MAP BOOK 14 PAGE 38 I yp 1 / FOR ADDITIONAL TREE INFORMATION AND TREE MITIGATION
B)OK 2790 PAGE 0075 I �L1 , 'Z REQUIREM NTS4 SEE THE LANDSCAPE PLAN BY OTHERS. -
OK 2472 PAGE 182 r, 1 p� -
9 OK 2472 PAGE 0323 �.� I �., f � ^�� � � 20' 9uFFER. THE EXI: n _ I
POSSIBILL INSYALL ClA
N/F Q BUFFER. THE20' BIL SCALE • 1 30
1 / m BUFFER REOUNDA k
' HOWELL FAMILY COUNTY ZONING a'
0 30 60 90

DEMOLITION NOTES:
4, & 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING
THE EXACT DEMOLITION LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO
THE OWNER. REMOVE THE EXISTING SITE FEATURES WITHIN THE DEMOLITION WORK Q
LIMITS. SEE THE ADDITIONAL DEMOLITION NOTES BELOW. Z
W
Y
2. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD o � Q
DEMOLITION CONDITIONS. a Y Z
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED L) z J
DEBRIS ASSOCIATED WITH THE PROJECT. o o z
r gc �g 4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE Q �- w
4 8 WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, Z C
g SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS. o O Z Q
N / 1
°p 5.
5. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED ® / 1 Q 0 �J
PRIOR TO BEGINNING ANY DEMOLITION. CONTACT THE NORTH CAROLINA ONE CALL o V j
CENTER AT 1-800-632-4949. Z a w M
DR 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING m 0 \
�. UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO
BE BROUGHT TO THE ATTENTION OF THE OWNER. (n Z w 0
VICINITY MAP O w Q Z
NO SCALE + 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING LC
+ j / AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND w
l \ / / / STORMWATER INFILTRATION POND NO. 2 AUTHORITIES UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED w w
\ TOP,To GRADE-24. t\FIEND VERIFY '� / g°+ TOP STATE
BANK/BERM
TORAGE ELEVATION-23.00 N PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND �-
INV._79.90 ro ^�+ BOT STATE STORAGE ELEVA710N-21.90 Z
% ry + VEGETATION WITHIN
BOTTOM ELEVATION NOTE- SEE THE NDSCA PE _ REMOVED AS REQUIRED. COORDINATE WITH THE OWNER.
20' BUFFER. THE EXISTING TREES AND POSSIBLE. INSTALL TREE PROTECTION FENCE OR SILT FENCE ADM THE UNDISTURBED PORTION OF THE OTHERS FOR THE SIORMWATER ,3
\ \ \ 30• RCP SD O�°' BY
2S>< �� / ( ^' \ BUFFER. THE 20' BUFFER SHALL BE AUGMENTED wrtH ADDITIONAL PLANTINGS AS REQUIRED TO MEET THE sroRMwATER INFLTwUION POND 140. t INFILTRATION POND LANDSCAPING. I 8. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING /w/�� Q w
\ DRAINAGE FLAW BReAMJK (TYP) '� / \ / ' 20 BUFFER REOLRPEENIS IN THE NEW HANOVER COUNTY LANDSCAPE ORDNANCE. CONTACT NEW HANOVER TOP OF BNIK/01 M ETEVATION-23.00 o UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY V Z w w 0
\ COUNTY ZONING 910-79a-711a, FOR A FEL.D REVIEW OF THE BUFFER AREA PRIOR TO BEGINNING ANY 1.6• STATE STORAGE ELEVATION-21.90
1 G7CH BAST CONSTRUCTION PLAN. SEE NOTE , SHEET C1. SEE LANDSCAPING PLAN. _ STORMwA7ER POND NO. 3 fn DURING DEMOLITION. Q Q
\ TOP QF CURB 24.J0 ,y� .'p \ \ NOTE: SEE THE LA tIANDSCAPE PLAN BY TOP OF BM K/BERM ELEVATION-20.00 v`�i I\ c V
\ OF ( ORE'RS FOR THE SIORYwATFR 1.5' STATE STORAGE ELEVATION_TOP rN�'-2o.�i +tip +` \ CATCH No I. S BYPASS SPECNL .RUNCT1oN BOX INFILTRATION POND LANDSCAPING. BOTTOM ELEVATION_DSCA 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR Z F_
DROP �T .QG GTCN BASIN Nk,.,. SEE DETAIL SHEET Ca. 6'xB' NONE SEE THE LANDSCAPE PLAN BY
,ram 6o w � oP �/ TOP OF ORATE-24.10 '� SAVE_ IT HE EXISTING TREES. TOP OF GRATE-22.s0- 1s• D a o JOs TOP OF ClR•-22.7o REODR M PRECAST BOX Ia xeo VEGEMIID FILTER OTHERS FOR THE S70RMWATER END 20' SUFF°I RELOCAM.1N OF ANY EXISTING UTILITY POLES / GUY LINES WITH THE OWNER AND THE Q cn cr
^r¢ + _ p^ Q NV._79.N , SE' NOTE 1 SHEET Ct. NV._19.67 L
15 r \ O 70P OF ORATE-2L20 ANO TOP• `L OASSOD °EL1RAl10N POND '' AT ' � LINE APPUCA..r_E UTILITY COMPANY AS REQUIRED. w
y \ O` 6 20 ¢ SDMH `� NV.-19.32 lop 70 °RAGE-�3,� FIELD VERIFY. I WITH A 6' OPMIIE
�e � OP 2�" \ 4. ti O r BON" SOD. SEE DETAIL CC CD
^r 2 '0 �? . . I I +� TOP TO ORADE_21.10t 1$7aFY ,GP OF WEIR-Zt.911 ENERGY
FENCE ALONG THE wL u,
^, h^r¢ ^p `4 ZI \ 0`9 ' R 7t7P aF Gl BEEN -19A4 e`r 15 BN. N-19.11 rn CO. pND Oy I BUFFER WE NOTES: 0 r Y w
30' RCP SO e o �L,r, 3a• W. N-19.11 DOT CLASS 9 0,*
•^ • _ •^ ^ OF ORATE-22.70 I WITH AlAla• OPAQUE ,6• RCP SO a 0.2R M. W. OLR_19.11 \ O 0.6MG ,EROSION CONTROL hQ �h
-I9.B3 FENCE ALONG THE 01'L ' �Q•' ^`' 1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE BUILDINGS PERIMETER "Q Q Y 0
?'tlN TOP 27.00 F I J \ • F BUFFER 1UIE PF °vF O 24" W. OUT-2o.10 \ FILTER F �,�s,e + /
70P�707
RATE-26.a0 .? S48.32'O9•E 1115.47' ,r ¢^r �, o ° ^r ,`� 36• RCP SO • 0:30% is CURB U ;E, ASPHALT PAVEMENT AREAS, STORMWATER PONDS AND WITHIN THE `/ � 0 fr z
l' a ?¢ a I r -,a¢r- ^ a ? v �20 ,-1"CP FEES BUFFERS SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS Z Q
-1* � • 1 • o • p o �� r� / w/1o'x1s• r RESPONSIBLE FOR MEETING WITH THE NEW HANOVER COUNTY ZONING DEPARTMENT M w =
w� r ¢ e� NDCDOTY '0 a9 (910-798-7115) ONSITE TO FIELD REVIEW THE EXISTING TREES AND TO FIELD REVIEW
"A ERMOSION ay°" THE CLEARING LIMITS OUTSIDE THE BUILDINGS, PERIMETER CURB LINE, ASPHALT W
O6 ACRES +/- x Fl F718A�bow °9 PAVEMENT AREAS, STORMWATER PONDS AND BUFFERS. THE CONTRACTOR IS Q 0 cc O 3.0
A.
- ? �° RESPONSIBLE FOR INSTALLING SILT FENCE OR TREE PROTECTION FENCING AROUND = LC) w
•''`6b� �\ �* N + s' B°°1 rEEv�NqDHHiae� LINE THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY DEMOLITION OR r�
\ ¢r FeEl�N�CmE e' THE ROOTS THATCONSTRUCTI CONFLICT NTHN WORK. GRADING C OPERATOR TIALL ONS. SHEET CUT ANY EC3MANDR THE
V V� I� � Z
I \ \ LSE LANDSCAPE PLAN BY OTHERS FOR THE TREE REMOVAL MITIGATION REQUIREMENTS.
�2
? I 5^ oP \ o^ • TREE MITIGATION REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER AND THE
+� ° r`2� +�° rim Q ��'•. . 3wmy
/15.9. is OWNERS LANDSCAPE CONTRACTOR.
w/�1a'Yt x,' TOR
2?a .1° Q a, • ,r ( ¢ 1 Nc DOT B 2. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE DOMESTIC
y �' • 7 ¢^ • �, ^ �• STEIt�OS10M� WATER LINES, BACKFLOW PREVENTORS, AND THE SANITARY SEWER SERVICES. W U
s
\ • �'� .. r 'Lp ••• +,N �,. , -•, \ \r4: \000X fL1ER FABRC " m J
r < ••: : '+: `:.:,.': . ..• ,e :,• .; ,. .. . . .• ,ra\ RCP SO a 0,51M BETWEEN THE NDOMESTIC, WATER LINES AND A SEPARATION
AND SANITARY SEWER LINES
^0 3 P ? b o s • t 0'ti" __ ' _ Rau ^p. AND SERVICES. ALL SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW
°"" TOP of1TE=224o HANOVER COUNTY STANDARD SPECIFICATIONS. SEE SHEETS C2, C6, C7, C8 AND C9
+ 26 / c �' FOR THE WATER AND SANITARY SEWER UTILITIES. W N ^
.• ^2¢^ 6' `^�¢ •� \ A ^70 .ram. �.` / \ \ k' NV. 119P28 D: d co
•
4 • i OF 2 ¢� ♦ i W
15' RCP SD • 0.257C
I -... ^r 2 / ^ BACKFLOW - -
6. Roco � ,? + ^ 4 '� titi �r w i �zis'x1' 3. DOMESTIC WATERLINE BACKFLOW PREVENTORS SHALL BE OR (Yj O Z J
:'t • \ h2¢ \ / I �A� APPROVED EQUAL. SEE PLAN SHEET C2 FOR THE SIZE. FIRE WATERLINE BACKF m
?o ^ ^ ¢� 8 ! jf0N NDNTao1 PREVENTORS SHALL BE WATTS 709 DOUBLE CHECK BACKFLOW PREVENTORS OR F' 0' Z O
{
¢ \ r ^�¢ • • \ • ^o I Mw1F1 APPROVED EQUAL INSTALLED IN THE BUILDING. THE SITE UTILITY CONTRACTOR Z >' O
A v. a , o�Z LTER FABRIC
, '9 ¢ SHALL TURN THE FIRE WATERLINE UP THROUGH THE FLOOR AND PROVIDE THE
\ r� �+ 6• ° so a ° APPROPRIATE SIZE FLANGE. SEE PLAN SHEET C2 AND THE FIRE PROTECTION PLANS Q Q W - Z T
o h ^r¢ �¢ 3! 3 m 20 L9 + .� BY OTHERS FOR THE EXACT SIZE AND LOCATIONS OF THE FIRE WATERLINES. Z W U- "
\`'r¢` `'� •- ` e �' �N°df CLASS,' O -j • I,:.:....
DROP • '� \ ,r ti ,� sro qr 4. MAINTAIN A MINIMUM 1'-12" SEPARATION BETWEEN STORMDRAIN PIPES AND WATER O j 3
•l ^ o •^ ¢^r oRAW 2 N ¢,r� � q �-¢pt5!tI��+�;,� °'"'t AND SANITARY SEWER UTILITIES. SEE SHEETS C7 AND C8.
,s i FILTER FABRIC
101,
g .,..„r{OO E R1 ,X BYPASS. SPECNL RRMp�
NDy�O= SHEET C6{67m 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
.ti �X • DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE MUTCD AND NCDOT ANDI � � E
ss• Rs >D • oaoll / ' + c I TOP CRADE.23,eo* LLD VES STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL NCDOT In O o
• .F-- - •,.L ^ ,l 2¢�r r; \?4. \,a4, �- + �' t� LOP Timm. U
PERMIT CONDITIONS AND APPROVALS. COORDINATE WITH THE OWNER PRIOR TO
_ •4 ?¢ y y . �--4. 24' W. IN_79.07 F- � � y
E ? 2' C ,2 ` I o� BEGINNING CONSTRUCTION. w I I y
°• MC0 O^ ... SEE - : 1 `•�' .N•� .0 30• INV.I OIIT_19.07r^ Lij� v l Z) ..::
DETAIL ;�:-. ^` _ 24' Nv OUT-20.00 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT I- U M M-y
P / SHEET c4 �^ B / ¢ Tea IN SWAMP FOR THi. REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY. M!e Ln z
$}G c
FOREST LIHE IA W Z 3 f
/ems P wt�A 61 0P OPAQUE 7. EXiSSTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY p rn rn � k?:z
+• . • , / �.�? ,L _ 20 - / 1 ALONEG BY MICHAEL UNDERWOOD AND ASSOCIATES, P.A., AND PROVIDED BY THE OWNER. < Z w
i' 2 - r +^ �, / �CONCRETE q�T NEW HANOVER COUNTY STANDARD NOTES: � N � p x 3
+,yro' �' DROP INLET to STffi JURY LDED O - 2 Q 3 ,.,,.: '
-- ` / / TOP OF BRA -24M I Y WT' THICK NC DOT r. m 3 0- L, 3
4 NV.-20.20 9 i CLAW B EROSION 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS -:
' �ti°i fig► CONTROL STONE ON MIRAFl REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
r¢
O '; •: . ¢ „ 6 SIX- FLTTGTFABRIC
SEE-ILOO SHEET Ca. '
' ` ,•: `r to eo 2. WELLS IN CONFLICT ARE TO BE RELOCATED.
RO• ° 30' NV. ouT-3Qa.17 • �:}`'
' r / ,• + 171A• NP/RTME^' - / 30- RCP SH# • OJOS 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT OF WAY U
L *� 4: ' � � 460FooTPRrAT + / SOWN LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE PERPENDICULAR, OR MUST Z
s• r ? " ¢2 14'0D k Nv.-ts.oa ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT OF WAY LINE.
. '4, .� �'•• r IDoo r Q` .. y100 ROOF ' TOP TO GRADE-24.60! FIELD VERIFY
O•°RDCQ RD' • ' `.. 1' .. ` 5 � h?° E -•� r4. 9' RD 1" •^ d �� �¢ �¢ i. ¢`'��
•fry•_ •• r �.; T. 06
/� t�/ �°� ^ \ `•� \ �¢� 1 .Z 930' R�ao� 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS
• r° 1 1 ®� 500, I W/,5'XIa'XI' 50 D.I.P. 401 PROTECTO CERAMIC LINED. u
ENERGY DISSIPATOR -
"/ LL
^' 4 E :• ^^ �r �`IIA 7° NC DOT CLASS B
r ,��*y�¢ °�wN CONTROL 5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM WATERLINES OF '-
C1. 1 t ¢\r `^a °• RDCO '4..j ` r• .-.. ' • �iq STONE ON MyIAFT -
60DX FlLTET ANtIc 10 FEET LATERALLY OR 18 INCHES VERTICALLY (WATER OVER SEWER). IF IT IS
•^ ;. ^ ¢^r ¢� e ^ IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS W
4P ¢.�' �r • % : • , 20'X80' VEGETATED FILTER z h ::
AT 1.67X SLOPE. SOD WITH DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE
¢ 2 SHEETBERMUDA SOD SEE DETAIL WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING
+ 6' RI>CD - � '' ���:.- •• 2 ^ + •^ •• ,:. j � SHEET Cs.
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 ('
R BA4N � T g1DG• •�• � aw 3G`ZTJ � °`� / II _ PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFlWNG OR EITHER THE WATER Z
_24ND SAVE THELISTING TREES �fOOTFa'T \r ' e �, `" Y A MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH
MIF \ �t ► per` r �2 SS p EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING. MEASURED PERPENDICULAR W -
.-21IAU MR NOTE 1 > 9 FOB �.....+' a ! it � ^ ra...
TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE
OAS °r'RDGD ' '� .. . r M ��� I _I / REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION. ('
SEE STRIMITNJI ALAL Pw T �+ `y. ' •• 1i. • • , SS . O 1 ..." 30' RCP s0 a 0.30>< ` z
SAVE THE ERasnND TREES IL9a. 2 r : • • r w p� ':. L ..
SEE NOIE I SHEET C1: a Abe4,!� �• •41"•: '"` w . ¢ r¢� + nHANDIER 0011"•' 70
LEGEND t
I s •?, • . •••,2?'`�'•,.' / r w -2 : + ^ r< ^` �' DEPARTMENT JIBE V. &
OF
' 1• ��'l `~- •• # d� r ¢\?�w �. vA •,� .�' ^ t @ / r¢` '• ,� I I �. •I. S� IRLEY L. HARDEE THREE ONGS PROPERTY LIN✓ROHT OF WAY
ll' 1000
M4 �• •• � � .-� ' • �•• - = 1253-507 WETWO OEUNFA110N UIE N
^ _ �•-i:' ' w �� -� /••'^ _ DISIURSED ARFA/OONSIRUCIION LAIRS Z
4. . S ^ �2¢\ O^ I __'ONG: R-15 .u.'nEXISTING SURVEY SPOT
. ';1%. ti: '• ..•b Q •erg` 9] O O. - •^ .. . ar.ro I• EX67M SURVEY CONTOUR ELEVATION O
G1CM BASH 1 C �° •
TOP OF CLRM►-23.90 " F' •' �, Ss t♦ 2-1 T . 6" ^^' ` } r __ ... .. �- PROPOSED PHASE 1, FINISH GRADE SPOT ELEVATION U
LOP OF 9M91V.-10.4B u, ` a 4 eli5 e•.', •:' Q". 6 55 +gyp°' / a• TIDCO ^Q` 4' PROPOSED PNIASE 1. TOP OF CURB, TOP OF WALK ELEVATION
• - J `2 ^p, ¢`?� ¢``� 1iA' • S t .?F'� L�jNITa T • ^ tg ^^ p0�;n y ( -- PROPOSED PHASE 2, FINISH GRADE SPOT ELEVATION III I(I
�2 24- ,6 i
4.1 $:�;,; 4, ..�¢� ,.c .''-h + 'i.' •:�.�.•, 4`' BLOT•21,00 TpRaR B• am / / `� � ��- PROPOSED PHASE 2. TOP OF CURB. TOP OF WALK ELEVATION
- .I } ?¢.? j 4•- '�: �' ? FEE_ F00 SEA • \ f - �••"Q.IN- PROPOSED PHASE 2 CONTOUR
\• ,� ,. 7 .• 11 000 Roof -...� WETLAND AREA 'B' 0.3o ACRES +/-
^ _ t�.500 � 1 - , � � � N>19►SE 1 SIORIpWN TAPE
,~ 1 '. • ��,.r / ry _ ^� 2¢ 2 / ;� tJt Q ^}`, I PHASE 2 SIORMOIWN PIPE
,i .y • ¢^r ' •..�• �, + 06 60 RD W AD) S' OR 6• PHASE 1 SCH. 40 PVC ROOF DRAINAGE IIIIIII IIIIIII
,
7 - 9 • RD � ` 3 Q• •' '\ ^�. ,ti" LINE AT 7.0% MIN. GRADE
L <• • ? - - 'p - - •^ / SAVE THE / 4!� '' \ ^p + �_ i . / LINE AT 1.00[ MIN. GRADE
�05itNG _ -CID _ 6' OR a' PILASE 2 SCH. 40 PVC ROOF DRAINAGE I I I I I I I
15' RCP SO a 0.30E - SEE NOTE I/ SNEEf C7. '� II
c ,z¢` a• RDCp _ o /+ . , ,-/ a• OR a• ROOF DRAIN CLEAN OUT
• •\Ss BO +•y^�� p 't � �..°<+ 't,`;: ,4- m _ .e`�.. P•E ta• RCP +^ e �`P(e �6 shy, a'. SS EXISTING SANITARY SEWER
{ '+....
J6' RDCO '�•. ?° �• O ^� I ml \'^ 0 / ^'�. a _� ' SS 6' C-900 PVC SANITARY SEWER LINE
III �`� °? 0.201G ITCH BASIN ^ ,\r], �✓ 1 °^ a: UNLESS NOTED OTHERWISE
� 1'' t` y M ss SCH. 40 PVC
70P OF :qr�TgE. 1O
_ G1CM BASIN / TOP GF RETANNO TOP OF oIfATE_22.60 � ',g '
• TOP of Cl1RIl-L7.10 Ny f20.4, 1• ` 1 ' .g- �' SA NARY SEWER LIKE
ASE 1 ENT 6' RDCO RELINING WAIL WALL ELEV. 22.a0!24 UNIT � ,,.,� -.,p.�' ' a SEE STRUCTURAL PLANS -1 INV.. FIELD VE�V/BflERYNE +•. •_ 2 6RTM` ^ ��'¢ , 39 5T.02 OF ORATE 22.60 / - _ "} SANITARY SEWER MANFIOLE
SAVE THE EXNSTIND TREES. I .y'� BLDG.11E.2450 fOO�RIN EA `fir^�ti0 1 5f50a �\ /20A' / - 4 =-= ^ / 5 �,�vl '� 6 SSCO SANITARY SEWER CLEADUT 04022
A oAA
SEE NOTE 1 SHEET C7. j' 'IS
� ROOF + /. / ti^ ��J �_ F� �'B �o�.P¢�� EXISTING SANITARY SEWER
+`1p W CAST IRON FIRE SPR96aER WATERLINE •'F LL
CWCH KIN � / TEMPORARY SILT FZ/ICE / / •`� ��� n _ (l ^s
LOP of DIRT-2&70 - 6• ROOD � .� TOP OF ORATING WN1iELIEV. 22.753 -.'-' /-_ �,1= � .~ �� s• c-900 PVC MMTERIl1E DES. JAKIII
TOP OF aMTE-23.20 W �, / `� FIELD VERIFY/per ` 'ge=__t7 _4.6 t �_% ID _ w I111E35 NOTED OTHERWISE
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ti "r�F{Itlof�22 79 �- - ^�- -15+ �f, - 'j ^y. ^p • WM WATER MflQt
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A► _ „'>_ ._ 17 1 E- -- 17-+ + \I S$ -- • BFP BACK FLOW PREVENTOR
FREE HYDRANT- - -_�- - -- ASSEMBLY - B-
SAVE THE E795IIN0 TREES, I �•.0 �_� - _ _ - - - - / / - ..-. .
SEE MOTE 1 •FEET C1. -� --.c. - _ - t 71� = 6 1 B- (' 15 `, ••• DRAINAGE FLOW BRFJ11G111E 1 O .
.� ♦- � DATE:
zo _ a � 1 , � c:
t9 -1 17 I ,2
\ _ 19' -; +e \ y. DRAINAGE SWM•E N„ A M
�I A-a 11 a--aF -
•�� - ,u-- ,�,. ,_ IN
t-7 �19 + TOP OF CURB-23.20 ITCH BASIN i \ +^� OP PHASE 1 TEMPORARY WNW BACKED SILT FENCE '�N .... •
13�-"- TOP OF CURB-23.00 m ^`�' •••
\ °� PHASE 2 TEMPORARY WIRE BACKED SILT FENCE
TEMPORARY STET E7=NCE _-_ 2y •,g ___ __ TOP OF CMS-22.6 TOP OF GRATE-22.50 p6 EROSION CONTROL AROUND INLETS •Q "` -2,. ---_.' WITHIN
2 TREE PROTECTION FENCE
TOP OF RETAINING WALL ELEV. 23.00f 20' BUFFER THE E70571NG TREES AND VEGETATION WfTHIN THE 20' BUFFER SHALL REMAIN TO THE EXTENT
U FIELD VERIFY/DETERMINE POSSIBLE INSTALL TREE PROTECTION FENCE OR SILT FENCE ALONG THE UNDISTURBED PORTION OF THE FOR EROSION OOMR01, k TREE PROTECTION Q,
SURVEY LEGEND ^Q INSTALL A RETAINING WALL AS REQUIRED TO SAVE THE EXISTING TREES, SEE NOTE 1 SHEET BUFFER, THE 20' BUFFER SHALL BE AUGMENTED WITH ADDITION& PLANTINGS AS REQUIRED TO MEET THE I•� _
F.' C1. SEE STRUCTURAL PLANS. FIELD DETERMINE AND FIELD ADJUST THE EXACT LOCATION OF BUFFER REQUIREMENTS N THE NEW HANOVER COUNTY LANDSCAPE ORDINANCE CONTACT NEW HANOVER G�' ' --0-�--+� a' OPAQUE FENCE AIANLS THE BUFFER LINE s rt�j
E.I.P. EXISTING IRON PIPE w THE RETAINING WALL AS REQUIRED TO SAVE THE EXISTING TREES, TOP OF RETUNING -15-W COUNTY ZONING 910-790-7115. FOR A FIELD REVIEW OF THE BUFFER AREA PRIOR TO BEGINNING ANY 1
E.I.R. EXISTING IRON REBAR 2 WALL-24.00t COORDINATE WITH THE OWNER PRIOR TO BIDDING AND CONSTRUCTION. ,� Q EXISTING PROTFCTED/REGUTATED PINES ! CEDAR TREES
CONSTRUCTION PLAN. SEE NOTE 1 SHEET Ct. SEE LANDSCAPING PLAN. _ _ �A=E'. �.
N.P.S. NO POINT SET I I EXISTING PWIECTEn
I.P.S. IRON PIPE SET z RETANNG WALL _ " " �g PENNINGTOP.
SEE STRUCTURAL PLANS - " ^ +, • /REGULATED HARDWOOD TREES ,•
_ _ �Cy1 Ex6T90 PROlEC1ED/REDURAIFD FLOWERING TREES
- _ - 1 I !g D.B. 1524-491 (,.)' EXISTING SIGNIFICANT PRE TREES
SURVEY REFERENCE N/F F 20' BUFFER THE EOSTRE TREES AND vFENCE OR WITHIN THE AL BUFFER STALL REMAIN O THE EXTENT - " ® EXISTING StOMFICANT HARDWOOD TREES
POSSIBLE. INSTALL TREE PROTECTION FENCE OR SILT FENCE ALONG THE UNDISTURBED PORTION OF THE `�° _ � ZONING: R-15
MAP BOOK 29 PAGE 22 THE 20' BUFFER s►w.l BE ALRRJERrED wtTH ADDITIONAL PLANTINGS AS REQUIRED tO MEET THE - .- - .+'� I, '� /h SIGNIFICANT A RE C4
BUFFER ZONING
910 7 N 711 NEW HANOVER ER COUNTY LANDSCAPE ORDINANCE. CONTACT NEW HIND VER
ANY � " " {41-/-} R R ADDITIONAL
IREMERM SEE IN LINATIOPE PUN BY OTTERS.
MAP BOOK 18 PAGE 38 HOWELL FAMILY COUNTY ZONND 910-798-TITS, FOR A FIELD RENEW OF THE BUFFER AREA PRIOR 10 BEXiI1N6NC ANY
BOOK 2790 PAGE 0075 CONSTRUCTION PAN. SEE NOTE I SHEET C1. SEE wOSGwNG PUNT' _
LTD. PRTNRSHP.BOOK 1861 PAGE 182
BOOK 2472 PAGE 0323 " � C1B
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SIGNIFICANT TREF DESCRIPTION PER
NEW HANOVER CO. ZONING ORDINANCE:
HARDWOOD 24" OR LARGER
4i� ♦ CONIFER 24" OR LARGER LEGEND
w
DOGWOOD 8' OR LARGER Z x
Y i•.
a
�•E.. p HOLLY 8" OR LARGER OOF WAY/THREE OAKS PROPERTY LINE/RIGHT � � Z I
w9 • • t FLOWERING TREE 8" OR LARGER — — to 0 L
SIGNIFICANT TREES TO BE REMOVED:® BUILDING SETBACK LINE to w Z r �J
Z z O
i 24' PINE N o
'• WETLAND DELINEATION LINE ¢ Q Z W
' MNOSCALBP 24" PINE �
24" PINE Q TREE PROTECTION FENCE
24" PINE FOR EROSION CONTROL & TREE PROTECTION N
27 PINE
12' PINE ❑ ❑ ❑ 6 OPAQUE FENCE ALONG THE BUFFER LINE F
12' CHERRY EXISTING PROTECTED/REGULATED PINES & CEDAR TREES O a J = L
163 CALIPEW.R
TREE MITIGATION 2 - 2 eTlpN• � EXISTING PROTECTED/REGULATED HARDWOOD TREES � 2 Z W
183 CALIPER INCHES X 2 e 326 CALIPER INCHES TO BE REPLACED w .i
WITH 2 OR 3 INCH CALIPER TREES. SEE LANDSCAPE PLAN BY OTHERS. O O m W
EXISTING PROTECTED/REGULATED FLOWERING TREES CC — W O
EXISTING SIGNIFICANT PINE TREES
Z
NOTES: _ ) ,�R
EXISTING SIGNIFICANT HARDWOOD TREES W _V W >
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE BUILDINGS, PERIMETER EXISTING SIGNIFICANT TREE TO BE REMOVED. SEE SHEET C4 CC (n f
CURB LINE, ASPHALT PAVEMENT AREAS, STORMWATER PONDS AND WITHIN THE FOR ADDITIONAL TREE INFORMATION AND TREE MITIGATION
BUFFERS SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS 4/ REQUIREMENTS. SEE THE LANDSCAPE PLAN BY OTHERS. F D W Z
RESPONSIBLE FOR MEETING WITH THE NEW HANOVER COUNTY ZONING DEPARTMENT
(910-798-7115) ONSITE TO FIELD REVIEW THE EXISTING TREES AND TO FIELD REVIEW _ _ _
THE CLEARING LIMITS OUTSIDE THE BUILDINGS, PERIMETER CURB LINE, ASPHALT t� O
PAVEMENT AREAS, INSTALLING
PONDS AND BUFFERS. THE CONTRACTOR A J . I LU
RESPONSIBLE FOR INSTALLING SILT FENCE OR TREE PROTECTION FENCING AROUND
THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY DEMOLITION OR
cr
CONSTRUCTION WORK. THE CONTRACTOR SHALL SA ANY PERIMETER TREE ^
RC:JTS THAT CONFLICT WITH GRADING OPERATIONS. SEE SEE SHEET C3 AND THE LA:OSCAPE PLAN BY OTHERS FOR THE TREE REMOVAL MITIGATION REQUIREMENTS. cn Cc
TREE MITIGATION REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER AND THE
O'.'.NERS LANDSCAPE CONTRACTOR. Y
2. DIMENSIONS NOTED ARE FROM THE FACE OF CURB / SIDEWALK TO THE FACE OF O
CURB / SIDEWALK OR TO THE EDGE OF THE ASPHALT PAVEMENT / ABC STONE O
UNLESS OTHERWISE SHOWN. ` cr Z
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES PRIOR U- O
•a' ` CHAR LIE MANKLIN TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION AS REQUIRED
-1 FOY EIUx DURING CONSTRUCTION. THE EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY 20' BUFFER. THE EXISTING TREES AND VEGETATION WITHIN THE 20' J LL W
"iF D.B. G -BJ, INFORMATION FROM SURVEY BY MICHAEL UNDERWOOD AND ASSOCIATES, P.A., AND BUFFER SHALL REMAIN TO THE EXTENT POSSIBLE• INSTALL TREE W 7 W
ccoRCE E. PROVIDED BY OWNER. PROTECTION FENCE OR SILT FENCE ALONG THE UNDISTURBED PORTION I L O
ZONING R-t5 LL
FRAncEs K. snunoERs BOOK set =<cE 6e0 OF THE BUTTER. THE 20' BUFFER SHALL BE AUGMENTED WITH
4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE PAVEMENT MARKINGS, ADDITIONAL PLANTINGS AS REQUIRED TO MEET THE BUFFER W
D.B. 2790-072 AN I T
��1///•���
i P,af I m HANDICAP SIGNS AND TRAFFIC SIGNS. THE CONTRACTOR SHALL COORDINATE THIS WORK REQUIREMENTS IN THE NEW HANOVER COUNTY LANDSCAPE ORDINANCE. y
ati zONwc: a-2 - WITH THE OWNER PRIOR TO CONSTRUCTION AS REQUIRED. CONTACT NEW HANOVER COUNTY ZONING 910-798-7115, MR A FIELD )ry
BOOK 249, PACE oe2s z
REVIEW OF THE BUFFER AREA PRIOR TO BEGINNING ANY CONSTRUCTION
n - PLAN. SEE NOTE 1 MEET Cl. SEE LANDSCAPING PLAN.
\ < m m
z UU �
arm
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BEGIN 20' BUFFER 0f arr� W V
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I I N/F I MERCER I f 40 13
i PMIELA C. MERCER
PROPERTIES. L.L.C. :.5.) �.!,'1. :'`'.:•t,�.• a2 4 . '." • Al v h S0 ` L
D.B.24➢2-32J R I A' , •.• . •. $ a •' g• TfP :...: SF TURN 160'
I ZONING: B-2 ....... •.i �. 1 r 4 •• 1.T aD' 'y.
D.B. zz90-°z5 1 TURNDOWN Sill, '..�:BQpL; ' .. '+_ .� : °3 y ; $ •w r••tr ul• —
"0
W' — -- -----I ZONING: B-z SIDEWALK I .;� , . . . 'RiT• .'Qa.'4. 9' r, 1e I���i:I,w m N/F. -
dI I REMOVE AND RELOCATE: THE EXISTING :• ' y ga in RS Qr /' ABE v. a
• .•.•i'. .
3
CFNNT9INK FENCE PRIOR TO BEliMM11NG L----
2F3 RNDOMI 51 153 108' R5'
.w' h 6 9, 193 `• ,•,.,,'.,y •'••`+ J ' � G /• SHIRLEY L. HARDEE
D.B. 125J-507
2. THE COMRACIOR SHALL COORDINATEI7HIS ., . T(P 1 ._,(' �. . ' n e WORK WITH THE PROJECT OWNER AND 1 iE 1 S gbh •5,1. :..%
I .8 c V)
ADJACENT PROPERTY OWNER PRIOR TO --—
•-...1 I (V 1 • ZON'NG. R-15 'I ---__--__--__-- , .. g •fir• ?20.BIDDING AND CONSTRUCTION OF PHASE 2. - —- - — _ _— _ 0 9 ra ;,� 4 ea 108' SF lYP f � 'r. . •' '.•.r ?are• �/ �
329 "FINaQa a BOOK 1ne PAGE lm9 O
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EXIST. SSM� a / �,-t_,_�
�1 I TOP=1E.0 / SS
QI
INV.=12.89
20'BBUFFER.
BUFFER SHALL EXISTING
TO TREES
THE EXTENT ErATIOPOSSIBLE WITHIN
THININSTA THE 20'LL TREE 26 LF 8" / 1 �F� e
AND 04022
PROTECTION FENCE OR SILT FENCE ALONG THE UNDISTURBED PORTION SS 0 0,40% DES. JAKIII
< m OF THE BUFFER. THE 20' BUFFER SHALL BE AUGMENTED WITH (EXIST.) �f
!!!!! ADDITIONAL PLANTINGS AS REQUIRED TO MEET THE BUFFER r cKD: JPN
REQUIREMENTS IN THE NEW HANOVER COUNTY LANDSCAPE ORDINANCE EXIST. SANITARY SEWER PIPE _ NiF DLI.
II CONTACT NEW HANOVER COUNTY ZONING 910-798-7115, FOR A REM SUPPORTS SPACED 20'
BUFFER. THE EXISTING TREES AND VEGETATION WITHIN THE 20' REVIEW OF THE BUFFER AREA PRIOR TO BEGINNING ANY CONSTRUCTION ROBER, L
/ UFFER SHALL REMAIN TO THE EXTENT POSSIBLE. INSTALL TREE PLAN. SEE NOTE 1 SHEET Cl. SEE LANDSCAPING PWI. ON CENTER.
I / KAREN R DATE 5-18-04
_ � I FENCE OR SILT FENCE ALONG THE UNDISTURBED PORTION _-
OF THE BUFFER. THE 20' BUFFER SHALL BE AUGME NTEO WITH - �Q' PENninG:on
ADDITIONAL PLWTINGS AS REQUIRED TO MEET THE BUFFER — DB 1sz<-P91
1 RE 1&MENTS IN THE NEW HANOVER COUNTY LANDSCAPE ORDINANCE. •,►'•,•,
Cz$0 zoNlnc R-15
' NEW HANOVER COUNTY ZONING BEGINNING
8-7115, FOR A FlE].D EXIST. SSIVH #3 ' ' •+ �� � ry
R F THE BUFFER AREA PRIOR TO BEGINNING ANY CONSTRUCTION _ �" TOP=14.75 ,,"•� �N• •./ RSHP PLAN, SEE NOTE 1 SHEET Cl. SEE LANDSCAPING PLAN. i INV. IN_12.39
L PRTNRSPP. - - INV. OU- ? ,.2; ` •
SURVEY LEGEND 26 b-10 — '
E.I.P. EXISTING IRON PIPE 1 � "
BOOK B29 P GE -
E.I.R. EXISTING IRON REBAR ZONING
N.P.S. NO POINT SET I I I 9 PACE 3m ___�- N
I.P.S. IRON PIPE SET I I / - — - �' «•
—'-—__ THOMASALL AY ,I,�N
SURVEY REFERENCE �-- O.B> Is-4ss-„aJ
. ' +1�+++•rf•�
MAP BOOK 29 PAGE 22
MAP BOOK 18 PAGE 38
BOOK 2790 PAGE 0075
BOOK 1861 PAGE 182
BOOK 2472 PAGE 0323
SCALE : 1 " = 40'VMS C3
0 40 80 120

NOTES: 2'-0-
/24" TEMPORARY/PERMANENT SITE WORK NOTES: �
jl 1. SIDEWALK THICKNESS H BE 4" UNLESS NOTED OTHERWISE. 6' W ES. FABRC
I 2. CONTRACTION JOINTS �C.J�. L SPACE SAME AS SIDEWALK WIDTH. 1'_g• 6" GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
3. THICKEN SIDEWALK TO 6; AT DRIVEWPYS. 1 1/2"R CONSTRUCTION CONDITIONS.
4. THICKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT CLASS A CONC. STEEL OR WOOD POST
WITH NO CURB. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK ASPHALT I - WIRE MESH FOR STANDARD FABRIC ADVERSE SOIL CONDITIONS. WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC
JUNCTIONS, AT STRUCTURE�SS AND AS NOTED ON SITE PLAN. 1/8 R TOOLED •4 3"R 2. RIP THE ENTIRE AREA To A 6 INCH DEPTH. CONTROL AND CONNECTION TO EXISTING STREETS. z Y
6. PROVIDE A LAYER OF 15;13LDG. FELT BETWEEN WALK AND ADJACENT JOINT 3"R STANDARD OR EXTRA STRENGTH 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
PARALLELING CURB OR 5 UCTURE. MIN. T CA ax6 MESH o o
C4
FOR STANDARD FABRIC I SMOOTH AND UNIFORM. �
7. REINFORCE w/6x6-10/10 W.W.M. FILTER FABRIC 3, CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE y Q
iv 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
• ° NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES,
LIME: as Les. PER loon S.F. BURIED UTILITIES STORAGE TANKS ETC. WITHIN LIMITS OF CONSTRUCTION. z
ABC STONE • " �� ' -' PHOSPHOROUS: 20 LBS PER 1000 S.F. y z
^0¢ DIRECTION OF WATER FLOW FERTILIZER: 17 LBS. PER 1000 S.F. 41 0
° 4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL WOOD LEAVES o O
1/2" EXPANSION 4 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED AND ANY OTHER UNSUITABLE MATERIAL. N o
30' MAX. SPACING J TNT MATERIAL IS PREPARED 4-6 INCHES DEEP. z
1/0
ANCHOR FABRIC SKIRT 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
CURB COMPACTED SUBGRAD 10 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
EXPANSION JOINT (E.J.) I MIN. 8" DEEP aL 4" WIDE. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) d
= 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN o
1/4wx1" DEEP w/AN WOOD IN STRAW & HAY CHIPS AT 500 AT 75 TO 100
PER 1000 S.F. SELECT-FILL COMPACTED AS SPECIFIED. 0 ! ,
N'.I. •. 1 :",: 1/8 R TOOLED JOINT FLOW LINE CURB SECTION 1 JUTE k MESH AS PER MANUFACTURER 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED ® O U
NITS FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE
11 7tKuB. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, CODES. J
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN NOTES: AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 7, BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED W
' ON GRADING PLAN. GRADES INDICATING 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
FALL AWAY FROM CURB SHALL BE SPILL I. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW om >
OFF TYPE CURB, GRADES INDICATING CURB 30 LB TENSILE STRENGTH FOR STANDARD FABRIC OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER OPERATIONS.
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. AND 50 LB/IN FOR EXTRA STRENGTH. AND SEEDING RATES. ] W O
6 DIA. STEEL 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE Q Z
L. CONTRACTION JOINT (C.J.) PIPE BOLLARD 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEl FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO
FILL WITH CONIC. ARE NECESSARY, UP FABRIC POST TO POST. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
BLDG.-STRUCTURE 2'-O" /24" 1* COMPACT THE TOP 8 TO AT LEAST 98X OF BUILDING AREAS TO A LINE OUTSIDE THE
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE 20% CARPET GRASS W
PLAN 1._6 6 SELF-FASTENER STEEL ANGLE TYPE. 24% BERMUDA GRASS
BUILDING AREAS SHALL BE OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT
1 1/2 R EXP. JOINT 20% TURF FESCUE THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS Z
SIDEWALK JOINT DETAILS CLASS A CONC. MATERIAL 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND 10% CREEPING RED FESCUE REPORT FOR ADDITIONAL REQUIREMENTS. Z
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO 24% ANNUAL RYE GRAIN 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS vJ NITS 4 g„�, WOODEN POST WITH NOT LESS THAN /9 WIRE STAPLE W
ASPHALT e " *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER Q
3 R �- t• LONG PLANTING. PURITY OF SEED SHALL BE A MIN. OF 987i AND WORK. _J
0 GERMINATION SHALL BE A MIN. OF 85%. 10. THE SOIL OR EXP. 4" TEMPORARY SILT FENCE ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION UTILITIES DURING CCONSTRUCTIONNSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING < W O
•' : 4 JOINT MATERIAL
ABC STONE 1�8"R •. �o NITS CONSOF ULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR 11. EXISTING BO'INDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY MICHAEL w C
° cc
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION UNDERWOOD Al ASSOCIATES AND PROVIDED BY OWNER. W C
• OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
gel• COMPACTED SUBGRAD W
12 DIA. CONCRETE 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR � W
AROUND POST DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. Z Q Y O
SPILL OFF CURB SECTION �Or � Y �T 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT Z
NTS JOG a>aNP 11NNc CONNECTOR WIRE MESH FENCE STANDARDS. Q Q Q
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE U) W
NOTE: CINtB TYPE DEPENDS ON GRADES SHOWN Q
5 ` Ag ON GRADING PLAN. GRADES INDICATING 0• SYNTHETIC WOVEN PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. W W
FALL AWAY FROM CURB SHAM BE SPILL M/H FILTER FABRIC
IF TxIRe MIDGFIT Is 8•, THIN: OFF TYPE CURB. GRADES INDICATING CURB PIPE BOLLARD DETAIL T- 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. �.
'B7' - 0 1:10 MAXIMUM SLOPE, SIDE ACCEPTING FLOW SHALL BE FLOW LINE TYPE. NTS ��' c �(�
FLARE "A' IS 60• MINIMUM. 1. FENCE MESH SHALL BE MINIMUM N o 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. Lu
'82' - 0 1:12 MAXIMUM SLOPE, SIDE _ JQ 32" IN WIDTH AND SHALL HAVE '' iv FILL SLOPE PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. Z Z
PLAN FLARE 'A• IS 728 MINIMUM. " A MINI M OF 6 LINE MARES
2'-6" / 30 QL� WITH 12�STAY SPACING. 18. REINF. CONC. PIPE SHALL BE CLASS IV W/RUBBER GASKETED JOINT OR "RAM
„ „ GROUND LINE "
2. FILTER FABRIC SHALL BE MIRIFl NECK". INSTALL PER MANUFACTURERS REQUIREMENTS.
CLASS A CONIC. 2'-0" 6 1 1/2"R 6" MIN. \ 11E40 OR EQUNALENT AND SHALL
4. $VEMMx IM OR Twm 6 4' • 2" - 3" �1 THE F YESH W(TH CRIMP-ED TIC c TO ANCHOR BOTTOM DIG EROSION CONTROL NOTES AND MAINTENANCE PLAN:
30M PSI JOINiS 3R 4 CONC. SIDEWALK �� ING CONNECTORS. I IN a DOWN A B' OUT
OONCRM ' "' 4 ' COARSE AGGREGATE iv
• 44 w/6x6-10/10 W.W.M. `i 3. STEEL POSTS SHALL BE 5'-D' 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
RY RUNOFF
3"R IN •AT,ND BE OF
THE SELF THAN ONCE EVERY IWEEIN�NEEDED REPAIRS WILL BE MADE MMEDIATELY-PRODUCING RAJNFALL BUT IN OTOO MAINTAIN �E LESS W J
b TEMPORARY GRAVELLED ALL PRACTICES AS DESIGNED.
e.s-10/10 W.W.M. I t° . ` ; e SUBGRAIN � ' I CONSTRUCTION ENTRANCE 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
4• 6 •_ io NITS STEEL •p p SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILLcr
SECTION T d ° • ASPHALT 3' STAKE SPACING BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING W W CV
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL Y U W
CONCRETE SIDEWALK CONTROL JOINT PAVEMENT SECTION IN THE NCDOT ROW SHALL BE • _ _ _ U O z d
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
SEE NCDOT ROADWAY STANDARDS _ � �
2" SF9.5A � I � m
3. 1 19.0 B NO. 846.01 REV. 0 3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD F-' a � z O
' z Ala r°�0 0 3� 5" B 25.0 8 "G �� OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT Z Y } O .2
���0000 MIN o,FA MARE THE CONSTRUCTION ENTRANCES ON A DIMLY BASIS. THIS WILL REQUIRE PERIODIC TOP a a ~
❑ 'rh• 1. 2 6 /30 4 6 oo�o�uo Tn O p C'3 IoN
IN MxORDIMM WITH NCDOT STANDARDS ,
ti • D" a�1ce DRESSING WITH AN ADDITIONAL 2" OF STONE TO MAINTAIN PROPER DEPTH. ANY a W - z
NCDOT CURB SECTION VOBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS Z 0 W LL 2 1 j `.
„ b NITS STEEL •T• PO SHALL BE REMOVED IMMEDIATELY. 3 = = 1n J ap J"
6x6-10/10 W.W.N. ��,� TURN DOWN SIDEWALK 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE O F- H M � �
SUBGPAOE 6" THICK CONCRETE (3,000 PSI) NITS PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND
SECTION Ile THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN
WHEEL CHAIR RAMP 81T6-Il X W2.9 WWM GALVANIZED " =r v SILT IT BECOMES 0.50 DEEP T PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT
2'-6- RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, r7 sr E :
6' ABC STONE NCDO 6" 1'-6" 6" DRIPLINE� PLAN VIEW REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF to 0 0
TYPICAL SIDEWALK AND ( n 1 1/2"R IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY � � rn 0)
STABILIZE ALL BARE AREAS AROUND THE DROP INLETS.
WHEEL CHAIR RAMP DETAIL t 3' MIN. STAKE FRONT L BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5
NTS = . 2 CLEAR " HEIGHr ABOVE 5. SEDIMENT WTI.
IP; 3 R PROTECTNE BARRIER - EROSION CONTROL FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO z
s • • 3»R ° o •r GRADE AROUND DROP INLET MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A M- p o o
o °. ,,4 •_• i-I-- NITSWIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. Y � � � �
RESERVED < ~` ` 0
VAN ACCESIBLE SIGN I-III-III- COMPAC'�D SUBGRADE � 4 .r-�S--. 6. NO CUT OR 'ILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 a c� w �
ADJACENT IB 8' AISLES ONLY o III-III-I HORIZONTAL UNI LSS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE � z 0
.4_ ^ter-. 1 "� CLSS B SEEDED AND STABILIZED WITHIN 15 DAYS. N o ;
PARKING o -.,�. r rr�l� ,�,, __, Iti I IL jr ��� I DroSION oOIM o = Q ; _
❑ NOTE: CONTRO JOINTS SHALL BE EVERY STOIE
7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED OUT 0) 3 a 3.
-,..:
SIGNS TO BE 0.050 STANDARD R7-8 15 FT. AND EXPANSION WHEN THE LEEL OF SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL
® AUNrNUM. BOLT TO TREATED WOOD OR JOINTS �MAX.)
ALL BE EVERY 50 FT. (MAX). COMPACTED SUBGRADE 1RIl To BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
ALUABNUM POST WITH 3/8' CADMIUM c `-'
CONCRETE GUTTER FLUME PROTECTIVE 94MR S TO BE �TAUID AT THE DRIPUNE. PROPERLY.
PLATED FIU15, BOLTS a WASHERS. CONCRETE PAVEMENT SECTION NITS 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL �
R7-BD DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT 1O SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED V
NITS A A z
THE TIPS of THE OUTERMOST BRANCHES. C ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, r
9B.Nl
2 TYPE I-2 (NCDOT) DENSE VEGETATIVE COVER.
M:ooIO NMo 8P01A - 1�1
on ordwan ON wlc MO°m1"° 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN06
'A°°A01"° N>ttADE ° TYPE A STONE ( TREE PROTECTION ON THIS PLAN ARE NOT EFFECTIVE. N '
ALUMB4UM OR TRFJITED 4'x4" W000 POST. A A NTS 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT
--- -- IS COMPLETED. W
1-1/2T1(nP) 1-1/2Tt(lYP) PIPE ZONE �� ZONE 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT LL.I
MAXIMUM _ e' O.D. a" e' O.D. a• MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT.
7 VAN I I _ III I MIN. MIN. N. IN. Z
," PENALTY -� 1=I I Ed 11= `.J a/e•0tP1 ACCESSI D/6'(,TP) -III-III-I
• ;25Q �❑���- q COMPACTED SUBGRADE 1/4" WIRE MESH
FlHIL BAgffNl FINAL BACKFlLL AS
NOTE: PAVEMENT SECTION MAY VARY SEE SITE PLAN STONE_SHALL NOT
Z
PIPE SIZE AS - BLOCK OR IMPEDE
W
I- DEPENDING UPON FIELD CONDITIONS. NOTE
�Cvq ao �� - 9Rt� 1J3oDND �VM eoROER - oREfN 1. CONTRACTOR MAY USE BRICK WITH MAX.
IMMCxOR0U0 - WHITE IYCIM91101MD - 061E INDICATED 3• Mg,L PIPE FLOW
CONTRACTOR SHALL COORDINATE ON THE PLANS .t o tiY CLASS 1. 2 OR 3Lm
w/OWNER do GEOTECHNICAL _ �: ti• O.D. O O.D. CORBEL t" PER COURSE 0 i:;>: .
TYPICAL HANDICAPPED SIGN DETAIL ENGINEER TO DETERMINE STEEL POST INITIAL BACKFlLL °"`•'`•;=' +�' " CLASS 1 OR 2 _ " •rim :• • 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
70 z r
ffiF-FASTENER CLASS i MIN. SEE SITE PLAN a
NTS ACTUAL PAVEMENT SECTION. STEEL ANGLE TYPE) g• YIN. S1 z
REMOVE EXISTING CONCRETE \ r= - _ -\ Idl CURB AND GUTTER.PAVEANT DIM STING PAVEMENT SECTION ,'>� FOUNDATION FOUNDATION IDIOM� B + J
STABLE STABLE SECTION A - A
STONE
PAVDANT AT EXIST. GRADE. NEW 2' 6" NCDOT CONCRETE N.TS. MATERIAL THE CONTRACTOR SHALL. FIELD ,; NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
VERIFY THE EXISTING PAVEMENT CURB AND GUTTER NCDOT Pie-PIPE UCTiLE IRON PIPE
ROADWAY STANDARDS NO.
GRADE PRIOR TO CONSTRUCTION. 946.01 REV. D �
ENERGY DISSIPATOR 0
INTO EXISTING 1p' SEDIMENT CONTROL ` t 4 PIPE BEDDING DETAILS NTS NITS �o O TIE NEW PAVEMENT 2' 8' MIN. STONE 1'- ; ��,
A�ESTING NOTES: ` JK
1. SEDIMENi CONTROL STONE SHALL BE III III
_ //5 OR 57 AND SHALL BE PAID FOR I$ +
1/2 /FT SECTION A-A AT THE CT UNIT PRICE PER TON
MINIMUM SEDIMENT CONTROL STONE IS
2% MINIMUM MULTI-DIRECTIONAL FLOW 2. WIRE MESH SHALL BE HARDWARE CLOTH
19 GAGE MIN. AND SHALL HAVE 1/4- Y GENERAL NOTES:
HEAVY DUTY TRAFFIC BEARING ((I I I I I I I I I I I I
MESH OPENINGS. FRAME, GRATE AND FXX)D. �
INLET PROTECTION use CLAS JOINTS CONCRETE THROUGHOUT. � 2" NCDOT ROADWAY STANDARD
X X USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. NO. 64G.03 OR APPROVED IIII III
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. II
SEE PLAN FOR PIPE PROVIDE ALL CATCH BASINS OVER 3'-6- IN DEPTH WITH STEPS 12- EQUAL NOTE IF PRE-CAST BOXES
- PbTMCNi SCC'�0: S'!4' B[ ORIENTATION ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86. GRO ARE USED THE CONTRACTOR
3' 1 19 0 b USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
_ • OF SECTION 840 OF THE STANDARD SPECIFICATIONS. RESPONSIBLE CONFIRMING NG do C PLAN
S B 2� P IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB THAT THE PIPES CAN BE INSTALLED $�1j! YE,1 PRECASi 4" RISER NONIi I I
M1 ACCORDANCE WITH NCDOI STANDARDS AS SHOWN ON STD. NO. 840.00. TO THE GRADE$ SHOWN ON THE LFSA66C: UC '� :
TURN LANE DETAIL AND PAVEMENT SECTION FOR 8'-0• IN HEIGHT OR LESS, USE 8• WALL. OVER 8'-0- IN HEIGHT, USE PLANS USING A PRECAST BOX COVER 11120 PRECAST M.H. UNITS WITH
12• WALL TO W-0 FROM TOP OF WALL AND B- WALL FOR THE REMAINING
NITS Ill QUANTITIES TO BE ADJUSTED ACCORDINGLY. PRIOR TD ' THAT' ' CAST IN PUCE STEPS 0 12 DC
Y CONSTRUCT WITH PIPE CROWNS MATCHING. B• - DOT APPROVED
PLAN DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO 26" MIN. CONCRETE 04022
AND DROP INLET FRAME WITH COPING REMOVED CHAMFER ALL EXPOSED CORNERS I•. BRICK 374T CEMENT GG
AND CRATE SHALL BE FfOR AR SEAL
HEAVY DUTY TRAFFIC DES. JAKIII
BEARING. SHALLOW DEPTH w4cK COPM Decum o CKD: JPN
CONC. COLLAR GRATE (4"/0.33') DUE TO TOP ELEVATION
LIMITED COVER OVER THE „w .16GIRA FLOW M.H. 1 O'SOC .-0. '-0" W Oil DLL
STORMDRAIN PIPE
PLAN SYSTEM. �= A 8" T �4- DATE: 5-18-04
ASPHALT a• B e•
i• MIN
sro. o4o.t8 CONIC. M.H.
ELEV. VARIES SM.
0114P INLET O '_ "� BLOCK "
• .. z ,� ' gawp
:� ID
w HO HDIII M)<j 3/4"PI
PRECAST SI E #4 0 12" EACH WAY ONC. FiG. " S PIPE HE g
OR 6" VA IE
BRICK MASONRY i0� "O o FORM FLOW CHA N L
N i SECTION X-X mx. ^^T THIS woe - 1•- '° 1' Q•
�� PROVIDE A 1' MINIMUM DROP FROM THE PIPE w
SECTION Y-Y INVERT TO THE BOTTOM OF THE DROP INLET o "
FLOW j FOR SEDIMENT SETTLING AND MAINTENANCE. a r•. i '• 01
..•
• DIMENSIONS AND QUANTITIES FOR DROP IN BASED ON MIN. HEIGHT, H • • •j ' • '' • ,'4i A. IR1Cj ��,.
2. USE 2/24 CONCRETE CURB AND GUTTER ON r. °•• �`
DIMENSIONS OF BOX do PIPE CUBIC YARD CUBIC YARDS DEDUCTIONS FORSITE.
11116
PIPE SPAN WIDTH MIN. HEIGHT- CONCRETE BRICK MASONRY ONE PIPE
D A B H BOTTOM WALL PE TO��"R C.S. R.C. 3. USE 2'-6" 30" NCDOT CONCRETE CURB AND
GUTTER WITHIN THE NCDOT RIGHT OF WAY. SEE 3'-3" MIN. 3'-1 3/1. MIN.
3000 PSI CONIC. :° � SCAN FOOT H ,". ME1G,R, NCDOT ROADWAY STANDARD N0. 646.01 REV. D.
12" 3 -O 2 -O 2'-0" 0.268 0.313 0.522 0.020 0.032
15" 2'-3" 0.288 0.313 0.600 0.031 0.047
7B 2'-0' 0.268 0.313 0.678 0.048 0.065 CONC.MH BLOCK PRECAST MH RINGS
SECTION 24- 3 _ • 0.268 1 o.e3s D.o7a 0.113 4. USE SHALLOW DEPTH FRAMES AND GRATES ON
77
- DROP INLET DETAIL 30 3 -0 2'-0" 3'-s" o.zse 0.313 o.sae, 0.,22 o.no $�TYpICAL CATCH BA DUE TO MINIMUM PIPE SIN ��
NITS STANDARD NCDOT DROP INLET DETAIL NTS STORM DRAIN MANHOLE DETAIL
NTS
F

� 6 6'x8' REINFORCED PRECAST CONCRETE 6' 6'x8' REINFORCED PRECAST CONCRETE 12' WIDE BERM
BOX WITH A PRECAST H-20 LOAD BOX WITH A PRECAST H-20 LOAD
h of RATED CONCRETE TOP RATED CONCRETE TOP
a 4-RCP SD TOP OF BANK 23.00 TOP OF BERM 23.30
ANHOLE STEPS AS REQUIRED INV. OUT 0.50' WIDE x 6.0' LONG - W
20.00 BAFFLE WEIR WALL 3:1 SLOPE r 3:1 SLOPE
2' DIA. HEAVY DUTY MANHOLE TRAFFIC , TOP=21.90 I y
BEARING FRAME AND COVER CAST BAFFLE WEIR WALL SHALL BE P N BOTTOM 1 .00 - POND TTOM 119 Y Q
INTO CONCRETE TOP. CONSTRUCTED OF 6 SOLID -TTT _ Q -
TOP=23.SOt FIELD VERIFY BLOCK OR CAST IN PLACE T Z
CONCRETE WITH ADEQUATE Q O
REINFORCEMENT ANCHORED C
36"RCP SD j7D
WITH DOWELS INTO THEINFILTRATION POND N0. 1 & Q co W36"R y : ` BOTTOM AND SIDES OF THEINV. IN 19.11 INV. REINFORCED PRECAST INFILTRATION POND NO. 2 SECTION A-AoQ
CONCRETE BOX.. 24"RCP SD NTS ox INV. IN 19.07 .Y cli® Q O• vn - T- A- a. S� 9p� BERM BERM W
A L
o^ A A d • •C� TOP OF BERM 23.30 W r
o r >a. > c. <;. - - - ,yp 0 / _I INFILTRATION POND N0. 1 TOP OF BANK 23.00 � \
24"RCP SD s' �� / STORMWATER POND NO. 3 3:1 SLOPE m-•- _
INV. IN 19.07 / TOP OF BANK EL 20.00 TOP OF BERM 20.30 -TT- - _ 3:1 SLOPE J W O
0.50' WIDE x 6.0' LONG e / 5:1 SLOPE _j�� EL. 20.00 - Q
c BAFFLE WEIR WALL N 3:1 SLOPE _ - -� EL 19.00 _ _ PON TTOM 19.00
O
a TOP=21.90 P N OTTOM 16. 0 �� -TIT-TTT-117-TTT T T
BAFFLE WEIR WALL SHALL BE _ _ 2' DIA. HEAVY DUTY MANHOLE TRAFFIC T-lltl� -�
CONSTRUCTED OF 6" SOLID BEARING FRAME AND COVER CAST
BLOCK OR CAST IN PLACE INTO CONCRETE TOP. CD
••.' • e•''. • �,,• CONCRETE WITH ADEQUATE ••.' •'•, •.. ' a; •' TOP=23.50t FIELD VERIFY
REINFORCEMENT ANCHORED Z
24"INV. O SD WITH DOWELS INTO THE MANHOLE STEPS As REQUIRED INFILTRATION POND NO. 1 & STORMWATER POND NO 3 SECTION B-B J Z p W
INV. OUT BOTTOM AND SIDES T THE O W O
20.10 REINFORCED PRECAST �
CONCRETE BOX. PLAN
BERM Z ^ X cc U
PLAN LL
PRECAST H-20 LOAD RATED PRECAST H-20 LOAD RATED 5. VADE TOP OF BERM 23.30 INFILTRATION POND N0. 1 TOP OF BANK 23.00 ir 2 CD ir
CONCRETE TOP CONCRETE TOP BERM w w 'c^ L- W
TOP=23.50t FIELD VERIFY TOP=23.50f FIELD VERIFY 3:1 SLOPE _ _ n-1_ W W V J f
STORMWATER POND NO. 3 - - O
0.50' BAFFLE WEIR WALL m TOP OF BANK 20.DO IT` TOP OF BERM 20.30 �{
TOP-21.90 p %' •'• • . 0.50' BAFFLE WEIR WALL - -rrr - 'rt T -
'`• •` TOP=21.90 - 3:1 SLOPE *r-_ - N 1 O ir Z
- I - ^T- Q
f el -NJOU9.07
P Ti 1 3:1 SLOPE 2 M W T
36"RCP SD ' 360RCP SD 30" I y.
INV. IN 19.11 f INV. OUT 19.11 - - f INV. �' W
--------------
24"RCP SDO O
\ 24"RCP SD INV. OUT 20.10 INV. IN ,9.D7 INFILTRATION POND NO. 2 & STORMWATER POND NO. 3 SECTION C-C
- - CD cn
t:<:..; .: , .,,::.::.. •. .:.... :': ;.....: , .." 15"RCP SO INV. IN 19.11 " .
1.11' SEDIMENT TRAP :,. ..' ,'. .::- 1.07' SEDIMENT TRAP ` '` : ' ` `''" 24 CP SO INV. OUT 20.00 BERM
BOTTOM=18.00
o •. . r + o BOTTOM=18.00
(00
0 ° o00 . ' . : .. oo TOP OF BANK 20.00 TOP OF BERM 20.30
°0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8" /57 STONE OVER MARIFI 600X o B" 57 STONE OVER MARIFl 600X 000°0°0°0°0°0°0°0°0°0°0°O0o00°0°0°0°0°o FILTER FABRIC 1' BEYOND THE BOX o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _
0 0000000000000 0 0 0 0 0 0 0 0 0 0 0 o FILTER FABRIC 1' BEYOND THE BOX 3:1 ;SLOP,,E %�- �- 3:1 SLOPE
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o BOTTOM ON ALL SIDES. o 000000000000000000 0 0 0 0 0 0 o II-
0 0 0 0 0 0 0000000 0 0 0 0 0 o BOTTOM ON ALL SIDES. W P N TiOM 16.00 J
THE SEDIMENT CLFJWOUT BENCHMARK IS THE SEDIMENT CLFANOUi BENCHMARK IS -� - r-
ELEV. 18.83 OR 4.67' MEASURED DOWN ELEV. 18.80 OR 4.70' MEASURED DOWN LU
FROM THE TOP ELEV. OF 23.50' SECTION A-A FROM THE TOP ELEV. OF 23.50' SECTION A-A
T
r
OFFLINE BYPASS SPECIAL JUNCTION BOX NO. 1 OFFLINE BYPASS SPECIAL JUNCTION BOX NO. 2 STORM TER POND NO. 3 SECTION D-D Y a c w
NTS NTS NTS (� Z _I
LEVEL SPREADER 20' 4.0' m m
SECTION 15" RCP 15'x15'x1' ~ a o Z O
SAWCUT IN HALF APPROVED EQUAL ENERGY
CDLASIPABTOR ZNCDOT Q Q O
EROSION CONTROL m O o o p)
..J �.� STONE. W/ KNOCKOUT
PRECAST ELLS . BASIN 48.83 Z 2 Lu LL �
ALL 4 SIDES c Otr � J
A 1'67% STOP[ A � 14.10 � O H H M � 119
. . • NOTE $ 47.99 �.
. .
1. VARY 6N NONNESSQITIAL, FRAME AND GDIMENSIONS.RATE MAY s °°0 Q
o✓ 0t
0.
2. INSTALL TWO (2) 3'UCTU' WEIR OPENINGS Ln o 0
- • - • - STO30"RM TE FROM S THE OUTLET STRUCTURE SIDE
ELEVATION 18.50. 5 BERM c0 c0 0
` STORMWATER POND No. 3 SEE FRONT ELEVATION. SEE SIDE ELEVATION.
OUTLET STRUCTURE
SOD VEGETATED FILTER STONE SHALL NOT 5' BERM W M M v,
WITH BERMUDA SOD. BLOCK OR IM ¢4 STEEL REBAR SG<LV. OR ASPHALT COA W I I Y
PIPE FLOW. ACKWELDED AT 4 I EACH WAY. LAID
2 10' S' +I IN OR BOLTED DOWN TO TOP OF STRUCTURE PLAN � U Of r) M v
Z
ATTAC; SCREEN TOP=18.60 100 ~ o
W Z 3
GALV. LAG R WEDGE 0� i• O m rn
AN(210TLS Q C�
SECTION A - A MIRAFI 60OX FILTER FABRIC 39.66 ,- 10 M Z LJ O
EROSIONUNDER ?' NCDOT CLASS B CONTROL STONE. ON 1W0 2) SIDES LNG �a. ; c R8 N _j ZO x 3
NOTE FILTER FABRIC AND STONE SHN-L BE TOED UNDER FLARED END SECTION OF 01 STRUCTURE x 'x' >,' 16.85 rp �ry o) 3 a 3
. ` TOP WEIR=
20'x60' VEGETATED FILTER DETAIL
AT STORMWATER POND NO. 3 OUTLET `"ETALUSCREEN
EXPANDED
r
BOTTOM WEIR-16.50
NTS BOTTOM-14.50t y_L t0
0
LEVEL SPREADER 15' ��•
SECTION 15" RCP 30' RCP SD OUTLET CRUSHED STONE ON ' RCP SD 15.51 1 oy
15'x15'x 1'
SAWCUT IN HALF OR W. 15.17 �P�� SUBGRADE OUTLET SD
APPROVED EQUAL ENERGY DISSIPATOR
NCDOT CLASS B
06
EROSION CONTROL v I -
so. STONE. SECTION FRONT ELEVATION c
R �
ATTACH SCREEN TOP=18.60 RS 00 ?�3S 7. 7 W
,� W
- o:soa StQPe . • • A GALV. LA NI: WEDGE x 9 ft Z
in . . . . .
3' X 0.�' WEIR OPElp O
• ON TWO (2) S TOP WEIR-16.85 in C) 37.53
30"RCP SD FROM OF STRUCTURE .p _ Z . ..
• ` OFFLINE BYPASS i 2" OPNG. GALV. OR ,�,� 0 W
+ SPECIAL JUNCTION
SOD VEGETATED FILTER STONE SHALL NOT BOX NO. 1 AND SPECIAL ALUMINUM EXPANDED ' ^
BLOCK OR IM JUNCTION BOX NO. 2 METAL SCREEN I
WITH BERMUOA SOD. PIPE FLOW. . TD °O
2 10' 5' -i �j0 _ BOTTOM WEIR=16.50 w
RCP 15.17 , a >. ,�-, 12� BERM 12g.6'S 0) oO Z
BOTTOM=14.50t
Of
CRUSHED STONE ON
COMPACTED SUBGRADE m N D
SECTION A - A MIRAFI 60OX FILTER FABRICUNDER LASS 8 SIDE ELEVATION ip
EROSION I CONTROL CSTONE. 117,58 Z
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECIION STORMWATER POND OUTLET STRUCTURE o° O
15'x60' VEGETATED FILTER DETAIL M
AT OFFLINE BYPASS OUTLET M 7719 II II
NTS � N IIII III
NCDOT CLASS B EROSION o
III
CONTROL STONE KEYED IN ® o IIIIIII (IIIIII
0.5'
5' 60OX MARIFI 5, 85.17 O
FABRIC _
OR EQUAL TOP = 20.00
1 0 1 III
5 5 ?'� II
ELEV. = 1 s.00 m �� 04022
5
0�
DES. JAKIII
20' CKD: JPN
56•
Dm: DLL
STORMWATER POND #3 EMERGENCY SPILLWAY
DATE: 5-18-04
NTS
S
O° 14.2
.L
• L
INFILTRATION POND NO. 1 INFILTRATION POND NO. 2 & STORMWATER POND NO. 3 DIMENSIONS
:!�►,s
C5

r
^ Q
II3'-fl'
-
28'-5'
a 3m 42" H. RAILING (TYP)
io 30 9
DECK STOR
JAMB. 51LL GUARD a STOR DECK
m ALL EXT. DRS. ICE 4 WATER SHIELD =
2, ?X 46 6mX 68 ° (TYP) PERIMETER ALL
DRS. 4 WDWS. (TYP) 6mX 2, 28X 46 John
14'_0' 9 3 DECK a e m g Stirewalt
s. TOR DECK 13'_I' g, 1 5TO 14 -©' _ N II 5.
a ,
Architect
EDROOM ") 5m a 6m 6B 2, 28 46 2, BX 46 6m 68 h -,�' 0
PR I 0! 5 BEDROOM 1 458 Biscayne Dr.
`t Wilmington NC
2, J n'-I ' u'-I ' li. 14,- I Tele.: (910) 686-3131
LIVING ROOM I
L I V I D ROOM
m h i 5m BEDROOM I EDROOM 01 5m I e'
I PR I m
CARPET - h PR I `I
1 v IJ
210 210 I = = I 210 210
LIVING ROOM 3 LIVING ROOM 11'
A_CJ `v 14'-0' 3'"g2 10'.2j'
21m CARPET 10
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210 2tm 10 210 BATH "l
1 Q' -
-- 7-3v n 14'-0' 3 -9 ' 9'-11' 9'-II' 3 _�. 14'-0 . n DINING D n
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m 12'-m `' "g�' BATH 01 BATH MI 5'-g1�' I IS' SHELF
o ° DINING 2X6 WALL 2X6 WA m 12
LAUNDRYF� � DINING - ° LAUNDRY a
BATH "2 s '' '�
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21m 18 SHELF ^ �� 1
r 18 SHELF ' L 21m
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b LAUNDRY �� FURR ' 2 RODS
GLG Im m / l C RPET LAUNDRY VINYL o e m 16 r MECH' , CLC
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m C 5 SHE vES 10 BATH "2
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REF m m ���� 2 LIN 21m 21m LIN M REF
0 KITG EN j m�
m 2 1 FURR m 2 RODS 2 RO S FURR KITG EN
BEDROOM "2 `� I b GLCs �� MEGH l I ��-- I 2
/ \ I l MECH.m -•+ Im TO `1/N I HELF �i S ELF tp Im 2 N 6 1 BEDROOM p2 -
3 / 60' M EAR
pR �- I / 60' CL AR
E FL. A A I P I_ 0' A A 0 '
C10 REF
KITCHEN I
VI YL 1 CER m BCARPET M BE ROOM M2 „, 2 I IT HEN —
\ I ❑ ml
- I b0CLEARI 3 m' LEAR I
. REA \ 3m , -2�' ml -2 ' — - ( FL. A A o
4 F, W MT —
2, 28X 46 2, 2 X 3 ' - W \\\ 9 / �b 5' 0 3' 3' 3'-3' S m' d� \ 0 2, 2�X 30 2 �C 46
I /
� I ❑ I m ❑ I -- _ _ _ 2
I I
i
DN ❑ 2 24X 30 5' m' 2, 28X 46 2, 28X 4 2 24X 30 `'N
in ,n
- CAa-r THREE OAKS
APAR7 LENT
42" H. RAILING (TYP)
VI O- ~_
TYPICAL UNIT FLOOR FININSE5 4 FLASHING NOTES
�0
4
26 -g'
FLOOR PLAN DATE 5/29/03
A-2 5CALE: 1/4' = 1'-0'
REVISED
SHEET A
_ n
N0. G
p� n, A

SMOKE PARTITION IN ATTIC SPACE
----------- --=-- =__= 1/2' GLU5. ONE SIDE OF TRUSS LOCATED —ti====—_______=___
/ 1 s UNIT DIV. WALL. TAPE JOINTS II l � /12
SEAL TO ROOF DECK W/ SEALANT i I I 1
I I II I \ I
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DEC i1 FF________________�� �-___________—_— ECK
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458 Biscayne Dr.
I \ L_lJLL LI=J �ROOM
LIVIWilmington NC
Tele.: (910) 686-3131
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II i A-3 SCALE: 1/4' P-0'
II 11
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DATE 5/20/03
o REVISED
SHEET A - 3
NO.

12
6�-
12
I
-__ John
_ — -- Stirewalt
Architect
-- 458 Biscayne Dr.
Wilmington NC
Tele.: (910) 686-3131
ALd
Ll IL
INSUL. GL.
2 REAR ELEVATION TYP.
A-4 SCALE: 1/4' -"-0'
t
• 12
12 12 �1
12 '�F — 6
6 COMPOSITION SHINGLES
CLG
VINYL
INSUL.
LL �I'
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I THREE 04<S i!9 _ -IN �
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j
- 15T
DATE 5/20/03
I FRONT ELEVATION
A-4 SCALE: 1/46 •1 -m' REVISED
SHEET A - 4
NO.

Nam
vHM
1/2' GWB ON CEILING
1/2' GWB a EA. UNIT DIV. WALL FOR
SMOKE - BARRIER
-icv
2 LAYERS 3/4' PLYWD
SERVES STRUCTURALLY E m John
AS FIRE STOP.
Stirewalt
Architect
458 Biscayne Dr.
1/2' OSB OR PLYWD. a SHEAR WALL SEE STRUCT.
Wilmington NC
AIR SPACE
� Tele.: (910) 686-3131
2x4 0 16' o.c
STAGGERED
I
I LAYER 1/2' 055
i
14' TRUSSES 424' O.0
3/4' T / G PLY WD. SUB FLR
CARPET ON PAD
J
1/2" GWB CONT. FOR SMOKE BARRIER 2 L EFT SIDE E L E V 'rT I GN
— 2 LAYERS 3/4' PLYWD A-5 SCALE: 1/4' =1'-O'
0
INSULATION (R-13)
1 LAYER 1/2' 055
14' TRUSSES e24' O.0
3/4' T 4 G PLY Luc). SUB FLR
Ul/ 3/4' GYP. CRETE TOPPING. COMPOSITION SHINGLES
CARPET ON PAD —
CLG
c0
V2' GWB CONT. FOR SMOKE BARRIER
2 LAYERS 3/4' PLYWD
3 RD 'dS'
i I
m
VINYL SIDING
THREE OAKS
1=7 RAILINGS APARTMENT
I"
2 NO
3 - 05 CONT.
'v
P.T SXS PILES
- — -- — — ---- 1ST DATE 5/20/03
_ — -- --- -
3 SEFAR'ATION W,4LL SECTION RfCHT SIpE EL E�/ATION REVISED
A-5 SCALE: I' = 1'-m'
A-5 SCALE: 1/4' =1'-0' SWEET
NO.

PRE-MFG.WD.TRUSS 624'0.0
12 UNLESS NOTED OTHERWISE
6 RG SHINGLES ON 300 FELT ON
1/2' OSB PLYWD. W/CLIPS
F.G. INSULATION (R-30)
INSULATION
BAFFLE
R 30 INSUL.
(2) HURRICANE CLIPS O ALL TYP,
RAFTER ENDS SEE STRUCT.
QQ ALUM. DRIP EDGE
VINYL COVER
3/4' X 11/2' TRIM ❑ H P ❑ a
2' CONT. VENT
KITCHEN LIVINCa 17
VINYL SOFFIT 3:
2x4 W/ VINYL WRAP. DADO TO RECEIVE o o John
SIDING a ❑ a w Stirewalt
2x4 016'c.c
c � - -- -__ --- -- - -- -- — a Architect
3/4' GYP. CRETE TOPPING
3/4' T4G PLYWD SUB-FLOOR (- (� R 19 INSUL -- _ m 458 Biscayne Dr.
1/2' PLYWD. SHEATHING ❑ l-J LJ Wilmington NC
LAP FULL WIDTH is FLOOR JOINT
���ti I Tele.: (910) 686-3131
F,G. BATT. INSULATION (R-13) TYP. KITCHEN I LIVING -
15 " BLDG FELT
a ❑ � Ell i
—
F.G. BATT. INSULATION (R-19) TYP.
14' PRE-ENG. FLOOR TRU56ES --
_ ❑ ❑ R 19 INSUL __--___
VINYL SIDING KITCHEN LIvINn
tp
in— it
000
2X4016' O.G I I I I I I I I I
I I I I I I I I I I
C i t I I I I
co 3/4' GYP- CRETE TOPPING I I I I BU I LD INCH SECTION
A-6 SCALE: 1/4' . I'-C'
VINYL SIDING
3/4' T4G PLYWD. SUB FLOOR
v
m
FLs. BATT. INSULATION (R-19) TYP.
14' PRE-ENG. FLOOR TRUSSES
iV
24' O.0
1 1/2'
() 4' 4'
} VINYL SIDING
2X4 STUD WALL
iv 1/2' SHEATHING (OSB)
VINYL HOUSE WRAP
14' PRE - ENG. TRUSSES
2 X 4s 12' O.G. a ALL GROUND GALV FLASHING
w24° O.0
FLOOR BEARING WALLS U.N.O. GALV COUNTER FLASHING
3/4' GYP CRETE
C 3/4, T4G PLYWD. CARPET ON PAD
GALV FLASHING
m 5/4' X 6' P.T DECKING
2XIO P.T FL. J5TS 9 16' O.0
4' SLAB W/ ILL SEALER P.T. 2X12
WWF 6X6 - W 1.4XW I 1/2' X 6' BOLTS W/ 2' WASHERS A 24" G
OVER 6 MIL VAPOR 2X4 P.T SOLE PLATE COUNTERAUNK AND STAGGERED
BARRIER AND AFTER G F 15 INSTALLED
COMPACTED FILL-Q - W/ I/2' BOLTS a 12' O.0
12' LONG W/ 3' HOOK AND 2, P.T 2XI2 2X2 LEDGER
2X2XI/5 WASHERS
v ^^•��r�;`'`y'i?Yl, D \ SEE STRUCT.DUJCs 3 NAILS A EA. J5T
6' COMPACTED—
CLEAN SAND FILL
III-III-�I -I� p m
�III�IlI�I��_ � • � ��
20 5s CONT
-5 3 DECK DETAIL 2 FLASI-IINC; DETAIL AT DECK
TYPICAL LUALL SECTION A-6 SCALE: r = I'-0' A-6 SCALE- ,'
DATE
A-6 SCALE: r = r-0'
REVISED
SHEET1. A - 6...j
N0.

e - �
r x ,
5 Vf
HERBERT E. PARHAM, ETUX 30' EMERGENCY SPILLWAY. LANE THE BPBCIAL JUNCTION BOX. SEE DETAIL. B'X15' 41 Y
COW SPILLWAY INCLUDING AROUND CONCRETE Box WITH A
DEED BOOK 2630 PAGE 659 THE CUTLET STRUCTURE WITH 1' THICK
MANHOLE FRAME ANDZONED R-15 MINIMUM NCDOT CLASS B EROSION MCESS AS COVER AND s 20• PLANTED BUFFER WITH A 6' OPAQUE FENCE ALONG THE
CONTROL STONE ON MIRAFI 60OX FILTER T0P-39,50tFELD VERIFY TOP OF THE STORYWATER POND BANK AN ACCORDANCE W
t7 SITE FABRIC. SEE DETAIL 36' iNV. IN. 35.28 WITH THE NEW HANOVER COUNTY LANDSCAPE ORDINANCE. 30' RCP SO • 0.25% O N
\ rf� a'XS' PRECAST CONCRETE 36' INV. IN, 3528 SEE LANDSCAPE PLAN. SEE NOTE 3 SHEET Cl. I
C
1 36' INV. OUTa35.20 FES INV.-3320
' OULPT STRUCTURE. SEE DETAIL 3-24' INV. OUT-3520 W/10'X1S'X1' ENERGY � n W
SDMH DISSIPATOR NCDOT CLASS B
Y TEMPORARY SILT FENCE TOP-39.00t EROSION CONTROL STONE ON 8
30 RCP SO O 0.25% FIELD VERIFY MIRAFI 6OOX FILTER FABRIC. ,� 04 �+ '
CATCH BASIN 36' RCP SO • 1JXX% DROP INLET 30' RCP SD O 0.25% INV, 3325 / © a
STORMWATER Pot 36' FES INV.-3S.00
W/ INLET PROTECTION TO INLET PROTECTION tom -/ - ISEE
ZZICURB-40..0 IV/10'ATOR ' ENERGY TOP-37.QOt Z
TEMPORARY SILT FENCE TOP OF BANK-39.00 DISSIPATOR NCDOT CLASS B 39.32 • 32.05 Q
JADES A LAMER, JR. BOTTOM-35.00 -40.to INV 3383 TEMPORARY SILTJVICINITY MAP NTS DEED BOOK 2668 PAGE 0116 MERAn CxNL�s ICI+ 00 34.3031 32,5020 PLANTED BUFHIR wrrH A a'ZONED R-15 1. • 33.50 24- RCP SD O OAMOPAOUE FENCE ALONG THE TOP OFTHE STORMWATER POND BANK IN 3 0 S4T51 -W24' FES NNV-D o QwW/loxtsxr ENEacrACCORDANCE WITH THE NEW NE \ DISSIPATOR NCDOT CLAHADINAN COUNTY ANDSCAPE + EROSION CONTROL SIZ Z
NOTE: ORDINANCE. SEE LANDSCAPE PLAN. MIRAFI 600X FILTER FAOTHE EXISTING TREES AND VEGITATON WITHIN THE 30' BUFFER SWILL REMAIN TO THE EXTENT � 3.a8
POSSIBLE. THE CONIRAC1pR SHALL INSTALL TREE PROTECTION FEiRdNG ALONG THE SEE NOTE 3 SHEET Ct_ cUNDISTURBED PORTION OF THE BUFFER. THE 30' BUFFER SHALL BE AUGMENTiD WITH + t2PINE 1DOAK E x--
ADDITIONAL PLANTINGS AS REQUIRED TO MEET THE BUFFER REOUREME NTS AN THE NEW SOAK - A o8 ISO' MN. VECETIQED WHANOVER COUNTY LANDSCAPE ORDNANCE. THE CONTRACTOR SHALL CONTACT MIKE A.LEN OF �� E ��+1 NNE 0 00 SOD WITH BERMUDA SONEW HANOVER COUNTY ZONING 910-798-7115 FOR A FIELD REVIEW OF THE BUFFER AREA CATCH BASIN c • 34.20 10 IN NE 4P �. °6oAMIN NO.7 �� 12 1 DETAIL SHEET C6•PRIOR TO BEGINNING ANY CONSTRUCTION• SEE LANDSCAPE PLAN. SEE NOTE 3 SHEET Ct. W/ INLET PROTECTION f1 SPINE 33.41) • 16P1NE 16P 9.5 ATPINE ° 0`'N�BAIi � o \ 32.95 - Z ,R_ o Y 24- RCPSD O 083% (iSv� TOP CURB-41.00 • 16P1NE 9.5 � 13RINE 'SINE - q G �V/41.88 -�/ 18' RCP FRS INV. 41. W/ INLET PROTECTION INV.-36.53-40.50 x 37.48 t0�1XE3 0 15PXNE 12e FES INV.-35.00A 10'13'X1' CATCH BILSIN TOP CURB-4120 IOOAK E 80 �� rt W/10'XiWX1' ENERGYO Q ZENERGY DISSIPATOR W/ INLET PROTECTION TOP GRATE-40.70 36.70 _ _ ° SOAK �3g 120A i , DISSIPATOR NCDOT CLBASIN NO.2 zIN EROSIN4 , INV.-37.408OAK I20AK ao.11 6 Nr ) oi EROSION CONTROL S 0.
at.69 I STONE ON MI 42.2t A71 TOP GRATE-42.00 X 39.50 A>at 1.t0 36- RCP SD 00. 0.t0 0 HW 36.24 X rf / 2.6 TEMP AIRY FILTER FABRIC. O
X FILTER FABRIC. ° 16PINE 3e 0.6 S 0 i� 1
TEMPORARY SILT FENCE X I x ANV.-3B.11 38.aa i � ��0 80AK GS 1 �• � 9 THE TEMPORARY SILT FENCE SWILL NOT
r v - LIEF 36� CP SD 80 - 1\ 7oAI o �/ �3 Ir99,IPEDE, BLOCK OR OBSIRLR,47LE O S O _I 3.00 �� 0 t00AK 597.03' _ x = -Fj i'1�'i�U
PROPOSED 36' FULL FlEL CURB END � 57�'4n1�� �� wL 2. r �4-~ r r r r r r ,.._yam 0 0 70AK,� SOAK 60AV FIDW IN THE EXISTING DITCH.
ACCESS DRVEWAY. � SM DETAIL _NOTE ft .- ��� `- � - 1- - BB I ,6 PINE I "'�• o APLE �- _6_LOAK 1
MATCH THE EXISTING "' 1� 17'OK RCP SO O 0.30% BpAV K 7LOAK o
S ��� �"� �"� �K� �.�57 0 12 K 1.1 O• ' • • 0 70AK �� 24- RCP SD • O.BO%
ASPHALT PAVEMENT I 5 a2.29 x 24' RCP SD O 0. v - 1 1.6 1.3 JB. • 9.9 OAK - 0 3 - 'S6 36.13 L �, 24- FES NV.-3S.Op
ORADES. THE x �r 0.5 0 110AK ' • 5� BL �� " W/10'%15'ILt' ENERGY O ui
CONTRACTOR 91 431 5 09' 24- RCP SD O 0.40% A 15PIN r 9-2-8-0-1 0 13PIN 5.00 12 NNE O • 70 // %/
' 4.0 1.40 .80 p °-7LOA ° DISSIPATOR NCDOT CLASS 8 M r W
FEND VERIFY & p 0.5 AK �G I EROSION CONTROL STONE ON L{ o
EXISTING ORADES 0 80 RCP SD O 0.30% 0 0.9 r I // / / "S MIRAFI 6DOX FILTER FABRIC.
PRIOR TO BEGINNING x o 1.70 GS SOAK t20AK 710 B- r 2' o • O 0 0 80A I Pp/d//
42.4;5 1.85 39.9 0.4 0.3 0. O //
43.50 I 1. o t1 /v � I 1 R 0 0 14PINFa 36.115 L-'� ��/J6.80 � 11Ni11 >MELT FILE WAIL 10 DIYDE THE � � � O I
ODNSTRUCTDNL - 12PI1 0 14PINE CATCH BASIN 90AK 14 AK 0 0 K / -� Q I
24- RCP SD O 0.40% 1.2 v 45' TOTAL 20 a0.53 Z
-�1 3.0 x 43.52 - OOAH r R - c Q O60AK o70AK 36.56 I NFILTRATION POND INTO 116EE � ,
TEMPORARY ORAVELLJ�D I OAK 1465 SF 2 7 �i 6PINE 1„FILE o 9 '/ NiLE[, 1 ,OAK \ EQUAL AREAS. SEE VRY SHEET PLE '
CONSTRUCTION ENTWrICE 44. '74 I 080AK - v -r 525 SF 4-BOLLARDS TO c 40.60 c `10P CURS .B0 5• 0.8 BASIN N0.36 \ \ ��/ •50 0 � WA•L DETAILS. TOP OF WALL-36.00 -
.9a 4.00 2, - v w 1• O 1 8 CT TRANSFORMER X 90AK TOP GRATE-39.30 1.4 0 60AK \ \ Z t Q ,
TINT' WWA 0 1 DOAK 0 100AK 110AK x 40.60 o ^UM \ / W/CAT IN BASH = I I
EXIS 3.5 3• .6 IN.- 35.46 t t OAK A
t o 0 7 0 x 4 0 9I 3 1 3.3 0 �t17< 0 0 TEMPORARY SILT FENCE W/ INLET PROTECTION Q O
20L r 1.8 150AK o OAK C , TOP CIW 1-4020
_ 0 r 0 SOAK o 11OAK o 120AK r s 14PINE ° 80 10 0 2.1 TOP GRATE-40AO
I 4.5 r = r O 60AK o }9
16- RCP SD 0 .4 __ 120AK X o 4. I A TOP OF HANIf-39.00 _ - <
P SY r r v 42.50 41.2a kGUM 0 J L J t ° 47 R d 1 6M. 36OD Q Y 1
44.31 G110P INLET 43.52 o x 1 �P SD 120)< 0 1 x1 •I' 3.6 0 3I qp �/�
NCDOT DROP INLET gI n x 43.78 x W R6ET pR� 90AK o M 120 .8 1 4 0 12PINE SEE ARCHITECTURAL PLANS o 0 90A'c LOAK 49 � STORAGE ELEVATiON•37A7�1-t1-3800 V)
STANDARD N0. 840.1 �'I 1 C110N FIe71LT FLITL ° ° o W� BLDAK o OAK OAK • x 42.44 100AK 120AK STAIRS AT PI�PO$ED 2 8 2 ( 7 X 35�99 BOTTOM-3a.00 I
PROIECTONI. NtOOT Y 5.8 I` 1: o OAK 80AK �t OA 90 0 1 OAK
TOPos"A t FIELD FY a SEE /TOTE 3 SBEET Cl 1jDp=�� SOAK 90AK SEE NOTE 3 TREE �1 E o 100AK 3. 1 73PINE 2. ° THE NNYTRATbNI POND SF1AL4 BE EXCAVATED UNDER THE �1'T 0 O
o FOR FUTURE 420 3.4 2.8 I0 62 SUPERVISION OF THE OWNERS OEIDTECFN6C11L REPRESENTATNE.
41.83 0
TINSTING G FIELD FY I SAVE THE STING 20 11GUM TON 20AK r 0
EXISTING GRADES ;�7�;^R TO;,N. OAK TREE. INSTALL TREE INN.--37 ° {• 0 ° 7PINE • o �4 I
FIELD ADJUS'TNG C TOPELLVAT FIELD I 15PINE N FENCE. $EE HOLLY 9 6 4� R1 S T�,f� mir
° H � AK \ �A , C
AS REQUIRED FOR VERIFY I ° NOTE 3 S 44 ° .1 SOAK J.1 + SOAK o 110AK IVI'1 P'�fJ ��K X° 15PINE 0 11 „ I 401
P��T1VE 42.46 90 o 0 1 IN
ORAVOE AN THE R17 OF ��a.02 GTCF BASIN - x 0 41.79 I
WAY. I ,� �� x 45.30 x 44.82 INLET 4�.303.95x G N i 112GUM ucvm ' 7.7 iS- !N. IN-36.B9
b 9 0 100AK OFFICE o qK o720AK C I .°!'•1fw4,,P1 13 I TDP TO GRADE
,+ 47.419 FUTURE 0 ° B6FelaIBQs+•+T2.eo 43.62 O t AK 0 1 7 MAPLE o BOAK 0 12PIN 45.00 i 0 21OAK 0 8 30- INV. OUT-MAC
90AK INV.-35.40 �E m 45.00 0 12GUM 12PINE W g
I O� 14LOAK NL ° 130AK O SOAK 4 .�B Map of Division for
I b I DEi FiX�E T AREA 4. o f 1 PINE 0 130AK OAK 1 �.j4D
i BEGIN1�4UM o 14PINE ° 90AK AK
T o K 1 la- RCP :D • 1.3% A E.R. RUSHER O W W/V
EX. DRI WAY c I O 130AK NOTES. 1, \�A 15 SO O O.5C* 6 4' A o o SOAK ° o t OG :' T O"�D 20AK ° SOAK K 7 'l' CATCH DAMI. - �j p �V N
6/ O 13MAPLE N DUSTING TREIES SHALL N O 70AK GRADE COURTYARD AND PLAZA 70AK .00 c 9TAI c E CURB HEIGHT. OAK \ 2.3 AA W/ INLET PROTECTION i W a d V Z C
o 0 1DOAK B610YAAK TOP CURB-42.S0 W
I tOMAPLE E nv \ AREA FOR POSITIVE 0RA91AOE I 8GUM 42.91 t.99 I O - tjZOI _
0 0 BMAA. SEE NOTE 3EMT 4a.8A x x 0 15PINE o TOP GRATE-42A0 Z
1 \ 7 4 ,�0 90AK 4S x 44J6 {- 6 K t2GUM °Q 6DAK 75PINE 111iNB AK 42 - .• W 101 - _
I 70AKc A'' F 0 100AK°2. FUTURE MEA WILL SOAK o 0^ 80AK ' 0 ,2��,1��1pQFgI�[TF ORNN O.SOR M&. BETXN 24' 4al g 7 1 a 5 9N. 37.50 �• •WWI g 10
1 49. 8 I \ TIONS PRIOR 0 1 OOAK 8 K 4.30 X 4.6 -•M+� ••+ ^ UP THE SOAK AND CUTTER CK� 6 AK 3.8 4. 0 14 P . Ax N
48.82 ° 100AK o T ° 120AK ° 120AK CATCH BASINW � o x .2 F1NOM 11E01MMI9 TEETER SEE TO 6' CURB HEIOHRT. o .5 3.5 SOAK f 15.28 I ' c_ 0
ARpI1ECRIN&OLANS. 0 14PINE {31 S O ° w fA
OAK `` Wt ^CC
�) i 70AK TOP CURB-43.30 4.1 • AK o K 0 0 56' 8 1 4 NOTE: L O O C9O �hSv
° t7GUM o t00AK TOP GRATE-42AO ° 90av .6 .3 t00AK SOAK 130 90A 4.8 9 w 4. { y THIS SECTION OF STORM DUN_��01PE SHALL BE 308 RCP SD a
49.96 50 OB\ 0 11GUM ° ~ 4. ° 0 \ tD 3.3 K ACCORDANCE WITH WITH
C443 APPROVED EQUA.
I I \ 0 36.65 2 SF 0 BO SOAK U I ACCORDANCE WITH
I 1 49 3.6 ��� 110 {.5 4.6 0 BLOA o � w,�t,,�,,,,
/ 0 10OAK 16 2 0 CL 6i CONTACT THE ENGINEER FOR DI CiON A$ REpI.1ED•
to/ .� .L4 1 x 45.81 •O 4. I�.49.07 N1' x 5.9 0 12PI 2.8 .30 {.9 • 01DOAK ( 0 4T.Ba I C. {• {• r7 A E
EXISTING DRI WA x _ _ \ _ - 70 16.02 A r- - - - T7RI {40 ARC 4 -�-10 <- - - RY SOAK K A3 i °
_ 3.6 _ 4.6 x 1 .77 4.1 x
o uPwE 4.80 {. 45. • 3.9 {• 3.10 O
CATCH BASIN o 110 E r 0 2
'* a.3 3 2 •� 9 ° 0 4.20 3.90 4.10 D 13PP
0 t00AK W/ INLET PROTECTION 3.7 p IOAK a.t 1 0 4. 3. 3. I E B to P 2, J.MK3LAELS I W O7 0Y
I TOP CURB-43.60 0 3. ° 9 .4 ,7 NNE : PHILLY DEU I Y
I 50.53 1OOAK I TOP GRRi'@�415.10 4.60 K • 319 SF 3.7 31 F 0 60 i
W M M to
11 OAK 1 •-39.65 ••�•• A4 319 SF 6PINE 1 SF 319 SF 11 N O ° 144 I � L)t7 FM ,
- 4.1 - 0 0 319 10PINE 4.1 y RESTAURANT Y
I I I I 47 24' RCP SD O 0.40% KCLUST o 4. 5.00 5-� a P C' FINISH FLOOR ELEV.- 46.80 N Z C
---- -- -- - - - - - ---- - - - - - - ----- -- - i
-f- -- - - - 3.7 _ t H 00 0
5t.52 50.22 p.g 16 RCP • 1JI% - - - - ------- --- - - - -- 3.7 -- -- - 4. - - - i.06 - ---- TEMPORARY SILT FENCE W Z 3
9 M
x X x49 41 x x x - 5.3N SD • O 24' 3.4 4. 4a. I Y O CD 01 N
CONSTRUCTION
A TEMPORARY I xa .06 16.9
COSTING i L THE 48.55 1 47.81 47.5t 4 x MRW•ATIN x x x43.46 I Q C~7
EXISTING SOIL ROAD 51. 50 I ' I P•M -43JO 46.06 ' 45.2 W 1a1lCP Bo ti'a�% INV.- 3.4 j 6 I z Z . O
POWEHLNEJF-F-1� -- --- --------- ----------- ----------J - INV 6 %LPCURB-4&00 4J 1 75� C. n � 3. � N O 3
-- ------ ----r7prRr r
CONSTRUCTION. r4rr � �� ram � � Ire rr• � 1� r� � � � � � � - --- - ---- -i�'-�----- - -- 43. -- ------- - -- - ------ __ _ INS.= k:v . , 0�2x 3 1
CATCH BAM-
AK
52.y5 0 ? \� I S i ° BHICK SEE S 3 SLEET N TOPS TOTE ° 1 PIN 5. o tUOAR MAP 4.6 ° 060 76 24: 0 1 AK A 41 o RE O THE G 15- SD PIPE. I rn3O_� 3
TREE PROTECTION FENCE W/ INLET PROTECTION 8 90 ,aE REPAIR THE EXISTING DROP INLET BOX
52 73 r 50.50 4.6 4.6 18
w I I1 x U 46 17MAP�E TOP GRATE-45.00 I s� K o ° 4' 49 J THE EXISTING DROP INLET
/ TOP AS REQUIRED FOR POSRNE
OFFSITEI K 47.99 BH1C ORY o 9 2PINE 4.40 1 P 2 C 1 12 r
O /�yy GA 4g 1a NV••4020 5.2 14PINE 0 .7 K '-'t 4
539: � I x 4D 4J I DEVELOPMENT 47'S2 0 6 K � 16P1NE 46.51 x 0 9S 0 1 PINE 3.9 ° t o o 0' AR E. I -
} 1 \ 0 BMAPLE M/ JET � 6 x 17.77 IONo t x 44.94 4 32 0 12 12 .6 DROP INLET V ,.
Y I m I IRAN A ROSEMAN, x I� TOP CURB-4s.5o 9 ° 66A ,D o
0 10 I) 10 P TOP RIM= 44.87 Z
Z 53.12 I 53-2� - 1 1. THE 6KISiTING TREE$ SHALL 15PINE ORATE-45.00 I ° SOAK O 90A. ITT PROIECTxXN .4 {•1 0 0 1 P 0120 INV.= .37.47
tE£D BOOK 2753 PAGE 402 puRe• ,o o° 0 I
0 -�` 5 I WITHIN THE FUTURE DEVELOPMENT INV.- o IS N 0
C) I Z 75 \ 0 I o �Oc� SEE NOTE 3 SHEET Cl. 8'2 C BOA, TOP ORATE-43.10 12 0 0 0 2 i O • , -
5? 51 1 \ 7HICAP6k DE��SHEE AREA WILLNCDOT So CONCRETE MONILITHIC 5 I O O IN O U P �Ol 4 D W YRIEE PROTECTION FENCE
SEE NOTE 3 SHEET Cl _
U } - I 5 1 49.26 PERMIT MODIFICATIONS PRIOIL ISLAND. NCDOT ROADWAY STANDARDS ° 1 OOAK 90 oK 100 O o 11 PIN ° 1 'Nr C 106 lc/
NNE P 12 P o t 5.536 CONCRETE PARKING I
Y < S4 54 I $ °� o 90AK a6.7 6.7 7
3 \
Uw MIN \ 0.54 7.50 0 0
z 54 3W pp 55 54 so X x 48.68 •01 REVISION FOR 7• 6.3 0 0'L'O \a 6.2 6. 0 NNE 6.2 0 6.3 6.2 6.2 --
I CIF' S'
L>' I - TREE PROTECTION FENCE st9 xa8.43 taPINE §� 7.20 0 t0 P TEMPORARY SILT FENCE SL
w Z �`\\ 1 W % 5E 25 Fool 5a THE \\ x 319 SF 48.0 19 SF o OAK 319 319 SF 4 f 2 C o8
ae 1.00 1 SF 45.89 0 . 4390 W
MUTUAL RIOCE ES I SEE NOTE 3 SHEET Cl 1.00 0.5 0 1 0 14 01 W o \ 48" CMP
( O I 55.92 AT IAel 6.7 10 0
MATCH THE EXISTING CONCRETE CURB AND GUTTER X 0 BHICKORY p.5 7.7 VEOAK 7.10 0 70AK 7, p 7.10 SPINE 5.70 Z
a w a N I 7• I 6.6 ° 9 0 6.5 L1 .6 0 7. 0 j 24HN0 GRADE. INSTALL THE NEW CONCRETE AND GUTTER
6.6 6. 1 HW \ DRIVEWAY RADIUS FOR POSITIVE I TFIE
7. •0 0 6 1 45.46 •0 , 7.0 � {91 �F ° ° 4641 PRIOR TO BEGINNINGCONTRAC70R SHALL FIELDCONSTRUCTION.VERIFY
ERH1 CON GRACIES
TRACTOR
55.76 I 55.73 I m� x 14MAPLE ° 49. 6 t2P E 90�K LOSS S 14 P 8 1 P 10 0 6, , SHALL COORDINATE THE NEW CCINCiIIT!lM�WTTH THE Z
55.27 \ 0 REED x - R 3 x 0 0 so NP 4 PROPERTY OWNER PRIOR TO BEfpNIN910 CONSTRUCTION,
I I I ao 72 t2MAP_C B9 6.43
511 ° P 2 10 t A5 120AK W
1 t3P,r;r o 12MAPLE o AKCL UStERB FIELD IFFY r 4 .58 46.9
R/W 6.16 - - - - - - - 5} 4c L9NE - - - - - - - - - - - - L
1 JS.- .-c}� - -57.1.^, - _YER_FY Ol RIFY R1 C. \ .80 16 1 66 7 My .1 ►� I i (N�
5 02 I 55.97 56.L9 _ I FOR FUTURE WATER��'1E E�QNSION BY NEW HMIOVER C00HTY _ �' t` A, .66 • 48.32 v
55.9 SA • u��V t� - - - -Ss trig- - - A _ v
56 61'..I R M. 56 7L 7 1 p SANITARY X$EWER M.H - - - -n- - - -a- - 7.64 - R/W Z
q.. - 32 94' 56 E " = 55.52 55. _-- „_ _
56.2Fin n
0 �, - IN 32.8' 54 5 _�1 DIP 2.5 5 68 - 1.83 5q, 51.38 51 - - - L 4 - - -.73 DIP 74" RCP / --947.62 -�W�- .�a8_27 - - --- 6j r
56.63 54.7 3.86 .85t 2 9 2.53 5 52.31 p�7 _ _ 50 8 4 $Mu Y N. CCLu� -- TOP PRAG47 90'47.73 a7.89 J
' .35 2.97 _____FIELD LD_____ 2•� NV= 4 t__ 1L fR-77.70 1,p A 50.52 50.94 AN RLS .25 TOPBRIM� 50.28' ,� 4 ' FIELD INV.= 41.80' -__________________________________________________ ____________________________________________________________ INV.- .9S' _ I s 44 _ .00
-------------------- T. -------'--�E -----____ RIFY VTRI�I'_ _- AIrY TTELU -- - --- -- '---_ -- ------------_-_------- _-____-------------------------------------------------------
so -
�+ L,.��A�y _ ___ _____________________________________________________ _______________ __ VERIFY
0 c
---------------------------------------=------------------------------------ U. $. H i . 7 VERIFY VERIFY t TREE P-----710N FENCE .03 y`----- VERI VERIFY r --
.� LEE NOTE 3 TEEET C1 __ ,�//��
VERIFY • RIFY _- ________- • Z
-- - - - __ -_----------------------YA� ♦
______________________________________________________________________________________________________ _
_ _ _ __ __________ ____ ____ ______ __ ________ ___________________________ ______________________________________________ ___ ____ ________ __________ __________ ___________________________________r♦_______________________-__-_____________________�___
_ _____ _________ ________ __ _ _
(100' WIDE PUBLIC RIGHT OF WAY _ 'h, -
------- ------------------------------- ----------------------------------- U
-------------------------------- --- ---------
57.29 56.89 57.06 55.91 54.93 51.06 .B6 50.7t 50.13 I ------------- ------------------------------------ ----------
-- 6------------------------- ------------------- ----- ------'�_--------__ - ------- -------------- 51. ------------------------- -- ------'SP -_------- -__
57.64 57.32 57.02 .4 --_-_ ------_
56.99 56.86 56.31 55.33 - ,
57.39 57.33 53.OB ------------------ ----------------------------------\ CURB INLET 4f
51.47 49. 1 I i A TOP RIM 48 ;5' I
54.32 - 53.50 53.2 51.46 51.27 51.15 INL 8.66 8.44 48.16 INV = 42.53' -
- 50.26' 49. 5 a� 5. 2 i v _r_,64.17 �,62 4,
INV.- ZT.EBr �e2 - � � - - - - - � 48" R.C.R16.54
TOP PIPE- 46.5D' IIIIIII
CONSTRUCT A NEW NCDOT CATCH BASIN. CURB INLET 51.62 SAWCUT. RELDVL REPAIR AND PATCH THE EXISTING IIIIIII
�7 5 51.88 CONCRETE CURB AND GU1Tr_,4 AND EXISTING INV= 42.56'
57.33 56.91 NOTES FORT C1: W/ IN S - 52.37 PAVEMENT AS REQUIRED TO CONSTRUCT THE NEW - SAWCVT. REMOVE, REPAIR AND PA CA
REV.E �A02 REV.ELRAN r03 INv . RIM. 5 t FOOD LION THE EXISTING CONCRETE Ct RRd AND
INV - a7.J8 5206 ',..� 51.98 51.90 TURN CAE. TIE CONTRACTOR K IMIN VENT '
56 71 NO KNOWN WETLANDS EXIST WITHIN THE DISTRUBED AREA / CONSTRUCTION TOP CURB - a2.90 HELD VERIFY THE 011SiNC WADES PRIOR TO OEORMII4G ANEW NOT CATCH BASIN. OUTIIR ARO ORSfNC ASftiMLT LIMITS. TOP TOP GRATE - a2.40 FIELD VERIFY CONSTRUCTION. TEMPORARY GRAVELLED W/ INLET PROTECITOV P/WEMIM AS 11MOUIRED TO I��� III II
SURVEY FGFND INV.- 48.40 FIELD VERIFY NCDOT ROADWAY STANDARDS NO. 640.01 CONSTRUCT THE NEW TURN LANE. II
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES 24' RCP SD • O SD>Z-3 S2 42 ESE REV.E OR 640.02 REVA. AND IM0.03 � FOR SILL FIELD
fL - EXISTING CORNERS AS LABLED INSTALL NEW CONCRETE CURB AND OSITiVE W/ INLET
ANEW IICDOf CATCH BASIN. TOP CURB - K.10 FIELD VERIFY VERIFY TiE EXI rm GRADES PRIOR
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR AROUND 111E EXISTING � FOR POSITIVE W/ NLET PROTECTION REMOVE TNIE EXISTING CATCH MSI4 AND -
0 - CORNER SET AS LABLED DIRECTION AS REQUIRED DURING CONSTRUCTION. THE ONSRE BOUNDARY PROPOSED 32' NOW N/RIOHT OUT DRNEWAY. DRAINAGE. NCDOT ROADWAY STANDARDS No. 640.01 CONSTRUCT A NEW JuNC•IION BOX. MM, TOP ORATE - 46'p INLLD VERIFY 70 �!D CONSnwc ON.
SAWCUT. REMOVE. REPAIR AND PATCH THE NV.- 4639 FIELD 1AIRIY
AND TOPOGRAPHIC SURVEY INFORMATION FROM SURVEY 8Y STUART Y. IIEV.E OR 640.02 REKB. AND 840.03 ROADWAY STANDARD /D. M0.34. INSTALL A II
(� - CENTERLINE BENSON AND ASSOCIATES AND PROVIDED BY OWNER. THE ONSITE TREE EXISTING CONCRETE CURB AND CUTTER AND THE REMOVE THE EXISTING CATCH BASIN AND TOP CURB - 49.90 FIELD VERIFY STANDARD MANHOLE FRAME AND OW".
SURVEY INFORMATION AND OFFSITE TOPOGRAPHIC SURVEY INFORMATION L7ISTNG ASPHALT PAVEMENT AS REQUIRED TO CONSTRUCT A NEW JUNCTION BOX. NCDOT CONSTRUCT A NEW NCDOT CH BASIN. TOP ORATE - 49.40 FIELD VERIFY NCDOT ROADWAY STANDARD ND. B40JA4 PROPOSED 45• FULL ACCCESS DRNEWAY, SAWCUT•
T❑ - TELEPHONE FROM SURVEY BY STOCKS LAND SURVEYING. P.C. AND PROVIDED BY OWNER. CONSTRUCT THE NEW DRIVEWAY AND NEW ROADWAY STANDARD iOO. 840.34. INSTALL A W/ INLET PROTECTION INV.- 44.89 FIELD VERIFY REV.0 REMOVE. REPAIR AND PATCH THE EXISTING CONCRETE
TURNLANE. THE CONTRACTOR SHALL FIELD NCDOT ROADWAY STANDARDS NO. 840.01 TOP TO ORADE OLIN AND GURER AND THE EXISTING ASPHALT LEGEND
VERIFY THE EXISTING GRADES PRIOR TO NCDOT STANDARD ROADWAY
STANDARD
FRAME AND COVF_R. PAVEMENT AS REQUIRED TO INSTRUCT THE NEW
M . SPRINKLER C�NTP Boxes 3. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PER9ETER CIRtB BEGINNING CppNN NCDOT ROIW^XYA� SUWDARD N0. 64F.S{ i�EV.E OR 640.02 REV.B. AND 640.03 NEW 24- INV. IN - 44JI0 FIELD VERIFY DRIVEWAY AND TURNLAINE. THE CONTRACTOR SHALL
TOP CURB -51AO* FIELD VERIFY
WV LINE. WITHIN THE BUFFERS AND WITHIN THE FUTURE DEVELOPMENT AREA '[ TOP ORATE -51.30t FIELD VERIFY FIEND VERIFY C THE CONSTRICTION.
EXISTING EVtADES + TO PROPERTY LINE 01151
- WATER VALVE SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS TEMPORARY GRAVELLED TOP TO ODE BEOMMD CONSTRUCTION.
RESPONSIBLE FOR MEETING WITH THE NEW HANOVER COUNTY CONSTRUCTION ENTRANCE NEW 24' NV. IN - 47.85 HELD VERIFY INV'-4793 FEND VERIFY
- WATER METER ZONING DEPARTMENT (910-798-7115) ONSITE TO FIELD RENEW THE EXISTING � � � �• DISTURBED AREA/CONSTRUCTION LIMITS DES. JAK III
TURN LANE NOTES: 45 EXISTING CONTOUR ae. JPN
EP - EDGE OF PAVEMENT TREES AND TO FIELD DETERMINE THE CLEARING LIMITS OUTSIDE THE 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROLORIO+. K�
i C = CONCRETE CURSING PERIMETER CURB LINE, WITHIN THE BUFFERS AND WITHIN THE FUTURE _ -
DEVELOPMENT AREA THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING PLAN AND DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL X 48.88 EXISTING SPOT ELEVATION
TREE PROTECTION FENCING AROUND THE EXISTING TREES BEING SAVED MUTCD AND NCDOT STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR
- CONCRETE < PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION WORK. THE COMPLYING WITH ALL NCDOT APPROVALS AND CONDITIONS OUTUNED IN THE PLAN AND DEVICES DURING CONSTRUCTION IN ACCORDANCE WiTH THE
CONTRACTOR IS RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING APPROVALS, COORDINATE WITH THE OWNER PRIOR TO BEGINNING MUTCD AND NCDOT STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR PROPOSED CONTOUR DATE: 05/27/03
SURVEY NOTES OR SILT FENCE OUTSIDE THE PERIMETER CURB LINE IN AREAS WHERE TREES CONSTRUCTION. COMPLYING WITH ALL NCDOT CONDITIONS AND APPROVALS. COORDINATE
ARE BEING SAVED PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION.
1. THESE PARCELS ARE EL 0 3 IN 8 CK> -c" WORK. THE CONTRACTOR SHALL SAWCUT ANY PERMITER TREE ROOTS THAT , •dAt"111j4
FIRM COMMUNITY PANEL / 370166 00.5E 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING J.9 as
DATED. SEPTEMBER 3. 1997 CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR --� SPOT
EED FINISH GRADE •`,�N. O4
NCDOT FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT
(NOT LOCATED IN A FLOOD HAZARDOUS AREA) ADDITIONAL REQUIREMENTS. SEE THE LANDSCAPE PLAN FOR THE TREE RIGHT-OF-WAY. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING CONCRETE SPOT ELEVATION �.` ••
2. ALL DISTANCES ARE HORIZONTAL GROUAID REMOVAL MITIGATION REQUIREMENTS. TREE MITIGATION REQUIREMENTS CURB AND GUTTER, EXISTING ASPHALT PAVEMENT AND EXISTING DRIVEWAYS
_ Oe`�f
3. THESE PARCELS ARE ZONED -8-1- AS P:R ARE THE RESPONSIBILITY OF THE OWNER AND THE OWNERS LANDSCAPE B. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED WITHIN THE TURN LANE CONSTRUCTION LIMITS ON US HIGHWAY 17 / MARKET �•� PROPOSED TOP OF CURB OR - ' o.
NEW HANOVER COUNTY ZONING MAPS CONTRACTOR. AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION STREET. TOP OF WALK SPOT ELEVATION O.S
4. NO UNDERGROUND UTILITIES LOCATE[ B. CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS.
THIS SURVEY EXCEPT NOTED
sHowN. 4. ROOF DRAINAGE FROM THE PROPOSED BUILDINGS SHALL BE DIRECTED TO IN ADDITION TO THE EROSION CONTROL MEASURES SPECIFIED, THE 3. AS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE -•'�"�"�'•�"� DRAINAGE FLOW BREAKLINE
UNLESS OTHERWISE Norto THE PROPOSED DRAINAGE SYSTEM USING SCHEDULE 40 PVC PIPE AT CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKETS / TURF EXISTING GRADES ALONG US HIGHWAY 17 MARKET STREET
5. SITE BENCHMARK TOP EXISTING MANHIZI F 2 A 0.5% MINIMUM GRADE OR SHALL SPILL OUT AT GRADE IN AREAS SUCH THAT REINFORCEMENT MATS IN ACCORDANCE WITH THE MANUFACTURES / / SR 1402 AND
NORTHEAST TOP RIM. ELEVATION - 50.25 IT IS DIRECTED TO THE PROPOSED DRAINAGE SYSTEM. THE CONTRACTOR IS PORTERS NECK ROAD PRIOR TO BEGINNING CONSTRUCTION OF THE TURN so-*
REFERENCE DATUM WAS PUBLISHED AT SITE RECOMMENDATION AS REQUIRED WHERE NORMAL SEED / SOD STABILZATION O 11 TREE PROTECTION FENCE �• -
RESPONSIBLE FOR FIELD LOCATING THE ROOF DRAINS AND CLEAN OUTS AS LANES. SEE TURN LANE SECTION MARKET STREET US HIGHWAY 17 TURN
Nccs MONUMENT 'n1s'. IS UNSUCCESSFUL THE CONTRACTOR SHALL COORDINATE WITH THE OWNER /
REQUIRED FOR PROPER INSTALLATION. SEE ARCHITECTURAL PLANS AND TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE TEMPORARY AND LANE. MATCH EXISTING PAVEMENT GRADES. 41N
6. THIS 70POORAPHICAL SURVEY WAS BASED ON A ow. 100' PLUMBING PLANS FOR EXACT ROOF DRAIN DOWN SPOUT LOCATIONS. Q
BY 50'+/- ( TRIG SHOTS ) CONTOURS AT I' INTERVALS. COORDINATE THE TYPE OF MATERIALS TO USE WITH THE OWNER. PERMANENT STA ONST UC MEASURES AND THE TYPE IL MEASURES PRIOR - 6 OPAQUE BUFFER FENCE
- TO BEGINNING CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING 30- / 2'-6• N000T
t. THIS LOT S. SUBJECT To ALL unLlTr SWILL BE IN PUCE AND ACCEPTABLE TO THE OWNER AND ENGINEER PRIOR GRADING EROSION CONTROL DRAINAGE CONCRETE CURB AND GUTTER WITHIN THE NCDOT RIGHT OF WAY TO THE SITE TEMPORARY SILT FENCE
EASEMENTS, RESTRICTIONS. OR 5. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND PROPERTY LINE. TRANSITION THE CONCRETE CURB AND GUTTER WITHIN THE • «.
COVENANTS of RECORD. WATER SERVICES, FIRE LINE SERVICES, BACKFLOW PREVENTERS, AND THE I N
ENGINEER PRIOR TO PROJECT CLOSEOUT. _
B. PORTIONS OF THIS MAP ARE A MODIFICATION OF SANITARY SEWER SERVICES. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION C5. T0.24- / 2 CONCRETE CURB AND CUTTER. SEE DETAILS ON SHEET
AN ELECTRONIC REPRODUCTION. TOPOGRAPHIC OR 18" VERTICAL SEPARATION BETWEEN THE DOMESTIC WATER SERVICES 9. THE CONTRACTOR SHALL DESIGNATE A TEMPORARY SOIL STOCKPILE AREA ON & STORMWATER MANAGEMENT PLAN C5' - EROSION CONTROL AROUND INLETS
ELEVATIONS r BOUNDARY SURVEY INFORMATION WERE AND SANITARY SEWER SERVICES. ALL SERVICES SHALL BE INSTATED IN SiTE FOR USE IN LANDSCAPED AREAS. THE SIDE SLOPES ON THE TEMPORARY SOIL -- - ����Y"""
TAKEN FROM A SURVEY PERFORMED BY SMART Y. ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS. SEE SHEET C2 NI H 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING 15"PINE
BENSON a ASSOCIATES ON DECEMBER 31. 2000. STOCKPILE SHALL NOT EXCF_ED A 3:1 SLOPE. THE CONTRACTOR IS RESPONSIBL- /� EXISTING TREE SEE NOTE 3 SHEET Ci
STOCKS LAND SURVEYING.P.C. ASSUMES NO AND SHEET C3 FOR THE WATER AND SANITARY SEWER UTILITIES. FOR STABILIZAT104. THE SOIL STOCKPILE SHALL ALSO BE SURROUNDED BY SP_TFENCE. 1 =40 NCDOT FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT -
RESPONSIBILITY FOR DATA COLLECTED BY OTHERS RIGHT-OF-WAY. -

x7 > _ ..I � � _J S►! -- !� 24' RCP SD O 0.30G
1 S vc
o ���VE �.ye..• F DEMOLISH AND REMOVE THE ?U, b tl J v
//BOOK ;49j, PAGE 0825 , I r, 7 K1, f i \ I �.20, 3 l Z
I NSTALL 2 -6/30 CONCRETE EXISTING SITE FEATURES. / \ CATCI�vSASIN /6 , \ \ , Q I+4
I CH '05¢SIN #I\ �+G I THE CONTRACTOR SHALL TOR OF CURB��24 2 .tip ` \ 0 4
I FURS k GUTTER WRHIN'THE T P O KURB= / ,TOP ' GRATE�33 80 o
t7 3220 \ FIELD VERIFY AND FIELD l� �F\ +° DROP INLET /1 CFI�I►SIN �7 CATCH BASIN �8
$ .86 C DOT RIGHT OF W F 7d `'T P $RATE.31. DETERMINE THE I�WUIRE14E3YTS / �� ;,' pf y7 •_- OF GRATE=24.10 OF CURB=23 30 TOP OF CUlTB=23.00 o CATCH B.IS?! 9 STORMWATER INFILTRATION o
SMDN TO 2'/2 , u.00 1 ,FOR DEMOLISHING AND REMOVING 10 , ��' �° �' ,'` �7 1 15'
THE EXISTING SITE FEATURES. y ° + / INV..19.88✓ P OF RATE-70 TOP OF GRATE-22-.Wag• TOP OF C�=22.80 R$P SO O 0.30% TOP OF BANK ELEVATION-23. W
VERIFY f NCRETE CURB AND t`.l1TTER i \ ��� 94:r I I /9,'g3 INV.=14"JO tlRATE= 2
11►4T THE SITE PROP ERT LME. I�T� 2 COORDINATE WITH TH OWNER ' RCP SD O , l9•S 2 O�OF r 22.30 1 S - tCP FES INv.=19.0 1.5' STATE STORAGE ELEYA 3 �.
TOP AF CURB=32.210 h 0.4oF , RCP tD O 0.25X 15' RCP SD O 0.25X } Z W/10'X15'Xl' ENERGY DISSIPATOR BOTTOM ELEVATION�19.00 I r L G
$EE ETA�L SHEET C?. pL, 40pp ITO�UF =31.7I . � ;` PRIOR TO BIDDING = E p
t r i 1 � �e CONSTRUCTION. SEE NQTE ? SHEET C1. -
1 FlE`n F 546'40'09"E�105OB' t4-3'09-E 1115.47' i � Y?- 19`� NC DOT CLASS B EROSION CONTROL - y��D AREA h'2� F
` vE 1FY f / i l 1. 36' RCP SO O `2SX STONE ON MIRAFI 60OX FILTER FABRIC 0.06 ACRES +/- IQ *'S0
_ . I ♦ ' .t ,�. ,�,;.�.. 15. - ,R+•. ;V 1.40 ��' tii \ - ``' � - _ <_ � �� .ao 10 �, ,� ST to � A _.- �- - �.� . . h ti� -
�IST.
I 9.0
RE s3 Q 28. u' oNTJ c4 ' m? 4.00 I�ro/ Or zs n 1 O RCP FES
z D i!=O.Z8 24.00 0 �-� iK
y� • Qq c O./6Ac 1 • /eetO. r. p, uy •DA= 0. /fAc O./o 1J.35 V•=
W /e�HF 9lD� ba CH BASIN'S Q �� �Bi1c 23' �� V 2350 • G[EC�= I W/10,X15'Xt'
' V -V~ = Oslo JR F CURB-2 .00 ° > oy O /.•I/, C /�r� 4.00 _ I �NC DOT CLASSB DISSIPATOR
,
I? ENERGY
•,piq c a /SiIC ,� � TOP TE= �+> z p� ' � Y - -
i I Q • /r'f/. = O. /Si/C 1 60 • 6�c V.:. _Z Xp o� in 'EROSION\CON�L
STONE ON NI
c o•//qG _ RFq No 1 r°
I M � � •!•'7P r O. //r'fC I: I c r 9 ,rc. I ° �F. 24.A •• � _ FILTER FABRIC
z47� V 600X LTER
4S0
_ _ y � I� ,` © �16P rQx .� 4 r' �^�. �� .C•►s0 07AG' ' a`' � :: '� 24' RCP FES
' 3 J r31 x e D c a Y `, i•//y/. CaOW.4k NV.�19.0
VERIFY I 1)' C SD yea �.. F . -^ a O .' %T1 ♦ 9n 0. •G e O.aSAc c• - ENERGY DISSIPATOR
60r J I 160 11 R H` ° \ 4 • O.'/ = D. S'/ x �j
55 IpgcGa34.fc 1 I J `. 1 _
1 I 100 • /M/. = 0.4/•I! YQ .. + x x 0' NC DOT CLASS B
x °' w F G� I I EROSION CONTROL
E •/M�= 0.2'44c ATCH ASIN / /� �`� _ o B S • Gr��..�=0.loglC _ ' D�t/r O./SAC ao ��+ '3g00.KE ON FlLTER FABIRIC
1 - - -- 27.50 r a -
I - / D - - /�✓ O. ri o
I RI ,• (,,eEE..J=D•/o'lC I �, •D�`/: b.S2 7C li !. �!: �.� - . G n 0r aS_, i- o
'� �+ $ i 124' RCP SD O
1 I I •/. JPe v NIJ` _ N • Oi!= o Q,7.�e - P 'uZ 0 • • m
' BD b, of 1 ®r'I •G[6EEi./r p./2�C / e�: . !�•f/. = 0.71/!L' 1 or ,' / o 4 u i c r� \ - INLET 0 �.
p/ 1 ' �. t/ -�•„/=0.20/K`J^/ o � . �Ai. `r I r^:.:o : (/1 .1 > ¢ DROPO GRADE,
�- w I' 1 1 1 awl x �� ' v/y' w� / !. ,= O`r ''. ' . • n _ •. 1 �' - I
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FLUME c r t V
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4.E0 III 1 > 1Q . n •o.r = a 2z •c = O./ DJo
W/IO'X15'Xt'
M1 L l•.., I m z I / �• r� !' g v . Irv/.= o. •r 8' P „ ENERGY DISSIPATOR
I I e V p II - I ( z ti OG z / /. �. CP c J 1530 y , f4 a 7. - Im
NC DOT CUSS B
V f' • D.1 =034�K / .o = aop �C N / x� EROSION
ON M'•ITTROL
_;r.l I r "• /r; '.'� - --� ' [ n r,� D4.:�1„ dl.f P,.
p. r-- °, -� 1 I 1 I / . . • / = D34r11C // No _ _I :� zI l°d yo Qs a 900x FILTER FABRIC
Rom«
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134.25 ' I - - ARTM ��J G h : O.? 7� � � p - - - -_ - ° 1 1 L• 1 I v v
�'�7"W � �
�
TOP OF CU 8-24.6D • / /r J: G.,o �, v �/n glc.q°' ! SWW SST LIK Il
D. TQP QF =24.10 9DOF • " , • n N y AS F1AOM 9f NOV e
gg • 404 y � y "r r' �. $5 I wWOIl1t ODU(IY v1.
5 tr� i FAMELP C. MEP I I -"'o MERCER µµdl<< .-20.4S M `
ai 15 D.B. 47?-323 I rr 1�i/Qv Sn PROPEPTIES. L L.0 Ib So�� RCP �O N �'� ° ate/ c • O�i = O.ZT�IC °p
I O.zc
RE I ZONNG: B-2 `'• �M Ix�� DB 2790-075 nRL�O?• R rn ' �. ` . A' 1 1 n . W SS //YP. =O.Zs(rjC Y ' P+ :q: N/F
I ELD Wm� ie _ o I
e;� •9 F RIFY- - - -- - - (�� �4 ZONING B-2 q :� 'e`+ K�� �O.YZ/rC t i j I ( JA.EE V
'a At_ S /or< c,•,ce <' .fvl' •F c I 1 .70 w` i :� ' ' I /. ISHIRLEY L. HARbE_
L - - --- - --- ---- - - - - - - - - j /ns� 1'2` S° Y �1 s °p+ JM • //'4p� 0.32AG /._. ,a 6, � ' Q D.B. 1253-50' 1
Q.., 1
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FIE +%} `�1� sF,
tF •� • . ' �) �V;r j8N 1 � : Z �RI �/s QorF - ✓1 I, . 1 t WETLAND AREA 'B'
} FIE II V u /'�" 1 �' _ F AftE �. 0.30 ACRES +/-
D.4 _ o.3alc l/•' SF - aQ� J / 1 ::
i /`7� - C•90ilIC a oV �Q`� �e�Q �' :'.
` Q CN
15* RCP �D 0 4. 7L c ` 'Q - -t8- L % .` s vPe I J , �.
�e t DRAINAGE AREA LEGEND 50 `.' o, r hpnnr' I�
9l� N a U ,U',~/ ,th• I fst c / ...� • *o / '�•.
c I - CATCHBIf1 114
p .L DRAINAGE AREA NO. 1 DRAINING TO STORM WATER p��'"�F� RNj "I ' , off �p �� �"t'' - -
.it`d` �'� E'n rz' `n.y TOP CURB=23. O
INFILTRATION POND N0.1 INCLUDING OFF SITE DRAINAGE 8� �P
/ r�tT FF^' G TOP OF GRA 50 _
c ,ti s!' . / .02' SD O (NV.=19 _CATC+i_'- 1S �j^:• 1�� 0°"` .
I �� <Q � I ,+° AREAIPORTION OF MARKIET STREET WITHIN NC DOT ROW ,� N58'06'39 o.3oX - _ >3r case 2 = -t
l _ TOP 1 F�--G TE=22.50
p hM 1 E L N 1 �i / ! 18' RCP S� O 0.30X _ - _ = _- _ _- - -- P4 V.=19.31
OFF SITE DRAINAGE AR OF MARKET STREET WITHIN -
zI E�v.13 r - t. Z
�NC DOT ROW DRAINING To STORM WATER INFILTRATION POND _ - - _ - _ - -1 .- _ r ~ _..
=1 - 1B- , �t7 CATCH BASIN
NO. I _ - TOP OF CURB-23.1 CATCH TOP OF CURBIN 113 \ EYIST�
00
TOP OF GRATE=22.60 ) -
I (` PIPE DRAINAGE AREAS WITHIN DRAINAGE AREA NO. 1 DRAINING INv.= TOP OF GRATE-22.so
c�'w...�o •r>e Vo p
�. SAVE THE EXISTING TREES. SEE NOTE 1 SHEET C1.-tNSIXt-A 2...03 �V.• l�.J �/�/c 4 c -i F PIPE
I ••�� `♦TO STORM WATER INFILTRATION POND NO.1 INCLUDING PHASE � SEE STRUCTURAL FILMS. FIELD DETERMINE AND 1 sc � '�"-' r
FIELD ADJUST THE EXACT LOCATION OF THE RETAINING WALL AS c_ `T 'htTE / e� r ccnT L &
'Z REQUIRED TO SAVE THE EXISTING TREES. TOP OF RETAINING �/ �i�
WALL=24.00t COORDINATE WITH THE OWNER PRIOR TO BIDDING V '
DRAINAGE AREA NO. 2 DRAINING TO STORM WATER AND CONSTRUCTION.
�oF `)✓ c0 c23o" G.P . O LIEs�� :.
INFILTRATION POND N0.2 RETAINING WALL �' 14✓ 7° � , Zz s c
a �' fP �u - n
SEE rnt,crti�1L ✓ i9. a9
Fc. mil'.
PIPE DRAINAGE AREAS WTHIN DRAINAGE AREA NO. 2 DRAINING
TO STORM WATER INFILTRATION POND NO. 2 c)
OFF SITE NC DOT DRAINAt;E AREA DRAINING TO THE EXISTING
NC DOT PIPE SYSTEM DIN,. TO REQUIRED IMPROVEMENTS a
WITHIN THE NC DOT ROW o
z
I � �
F '
SCALE : 1 " = 40'
0 40 80" 120 DMIN145�-ir oc"J