SW8160613_APPROVED PLANS_20191104

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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—SF— SILT FENCE SEWER FORCEMA IN
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MOREHEAD TWSHP , CARTERET COUNTY. NORTH CAROL [ NA
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—W— PROPOSED DOMESTIC WATER DESIGNED :
—W— PROPOSED F IRE L'NE
(//��� \ OWNER : BROWN INVESTMENT PROPERTIES
STORMWAIER/ORAINACE { v I' ROCK DOUGHNUT f CHESTER BROWN, III RDC/GYT
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DUKE ENERGY LIGHT POLE i RDC/GYT
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SHEET: DRAINAGE AREA MAP 60 30 0 60 720 ENGINEERING & SURVEYING SERVICES DATE '
PROJECT#: PM1558BIP-001 151A HIGHWAY 24 8/8/19
F„ wA MOREHEAD CITY. N.C. 28557
DESIGN FILE #: PM1558BIP-•001/PM1558-1 CONSTRUCTION PHASE 3 - Construction.DGN SCALE: t "= 60 (2521 773-0090 LICENSE NO- C-4482 SCALE

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/ \ / LIMITS, TYP 1 1 - -- - •_
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a 0 6% • : WITH 54LF 24"HDPE II /
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5 BOTTOM - �, - y� - - 160LF 18"HDPE 1 �j �� II
- _ G'1'7.50 INYt 3.95 '-----1j}11: Jm
PIPE 9"HOPE 200LF \ 1 •5 \ ?j MDPE2a�0 i♦ , 24 a 0.34x _ _ _ 26LF 24"HOPE 1 -
i/, /fY�'� �. _ 1 \ 7 • �.:, v
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., JB3 1g,5 11(r- 11 1
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POND DESIGN SUMMARY -� �Ilth'/' AC - ACRE LF - LINEAR FEET
OUTPARCEL 1
_ - - BLDG - BUILDING MAX - MAXIMUM
DRAINAGE AREA - 312.000 SF . '� `�. ✓✓ ti ......--. ,8 IIII .. _,-„_, - '- _ CARTERET �} =-�• �/% BRG - BEARING MBL - MINIMUM BUILDING LINE
U
THE _
TRANS IS ION TOP WALL L , ,- ^�'�( _-' - - CF - CUBIC FEET MIN - MANHOLE
IMPERVIOUS AREA ; ELEVATION TO 16.75 - - �� ` °� °' s -�1 _ .:} l _ _
PHASE 1 �:__. ! _.FOR EMERGENCY OVERFLOW / `-4_L_ �/ ��.- _`W/ ` ..v/ �/ � '__� - �� i �„ - CENTERLINE - Y
- - -- -- "Y -i qil? l DR DRIVE N/F NOW IORMFORMERL
STREET = 49.880 SF ! �'_ HARDENED OVERFLOW __.�,' , `�,_ _may_ \V / ���' '� - THE PRESERVE AT .>rIx„ / //�� DI DROP INLET NTS NOT TO SCALE
Y 4
STREET SIDEWALKS = 7.793 SF ` � * /� DIP - DUCTILE IRON PIPE O.C. - ON CENTER
���j� CLASS B RIPRAP �� A �/
*� - LENGTH = 15 +�• ! -- �� -� "`� -- - / .° .'�- Ac °E p%/`f EL - ELEVATION R - RADIUS
SUBTOTAL - 57.673 SF �- ��- � 1-�- ..7� � "�•1
CARTERET PLACE ".
WIDTH 20' 4 EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
PHASE 2 --�St- _ � -_ THICKNESS = 18"�._, _J' `-�1 � �v<�. `�-,, Jr'.. T}:.� -�� �_!y , _� ______ / "'� .. • �.,,�,,,1,T�}- -"yam _ 1�_-_ / ^p} v _ ��/' 1 EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY
BUILDINGS = 5.073 SF _ -- " �., , _
�- '',i , �� i �� """"" 1 _ /�`I 1 /II / FE - FINISHED ELEVATION SHE - SHEET
MANHOLE
PARKING/DRIVES = 23.194 SF �.-". � EX EXISTING
SIDEWALKS = 8.053 SF - �, , �-_. �.- . t 3t i !: I / - -
I, J, / , � ETLANQS :, r �` Ynl iy'",� Y ,- ,
r
POOL = 4.570 SF "� `I -� ></ `,4/ �I<' t. >< _ ,� L. � .�_ �� �_ _�� '/\,: � :' .I, y� rT; 1,^ J ' �"'�' , FES FLARED SIR - SET IRON ROD
_ f Ld�E3ONE A4FF
SUBTOTAL = 40.890 SF �, / - �,- -�/-- - -- - +- - -, 1 , �/ -- �... , , /' - � 11 1 / (i 1 �' FT - FEETSH D FLOOR TCA - TOP TOFF CURB
---- I' w, L l : ` L� W L l 1� �. .� dam..: -U:-y „L. l� �L % Jl
PHASE 3 (OUTPARCEL 11 _ 9t---- 'I '�"" " ' °` [ FT
I I GV - GATE VALVE TSW - TOP OF SIDEWALK
BUILDINGS 23.761 SF - --__ / 1 , ' ' "/ . / - �.� 'v I - -
PARKING/DRIVES = 52.450 SF �1-----------� � , " 7 �� , INV INVERT TYP TYPICAL
SIDEWALKS/AMENITIES - 13.603 SF (�� v� �, •� 7 �' `� �, �� --�' `: •� , I //'
GRASSPAVE = 3.061 SF • ` , / �i__ , r mil/ I L ` . �' '_�! �./__�I' • Ir L__ ` /
- : - / -SF- SILT FENCE
I/ / I11 --Is-- EXISTING CONTOUR
FUTURE = 1,975 SF �� `___ --- -�' , "-._ ANDS \ -' . . _,,, _L_I _. ��'. ...�•�'.... t'� }�/ 1 vI I¢1 -LO- LAND DISTURBANCE LIMITS
SUBTOTAL = 94,850 SF _---tl---r - go-___- -s,- _ ' � _:�J �f_. k �� .,' I- - u':� � -'�' �� �-,. .��_ `�.__ ~,�' Y _ _
PROPOSED SEWER
-- - � A<� � I SS 0 0 E E
_ ..., mow.,; ' '�' ��'_ _': L `�' _�- ��'_ •,I�:_. �L'_ �. __��' �., y/ �� 1€ -W- PROPOSED WATERLINE
FUTURE = 9.787 SF
TOTAL = 203.200 SF ..," r;'., ...,. '"s �I --__- ____ L �`_' �1, y .. , v. I \ � �..� `�__., _`y,' �� , .�' ! .� `J,' j/ `L' i_,�, `� d� �� �' � :. ��' �' _. ��� /DRAINAGE ROCK DOUGHNUT
EASEMENT
%IMPERVIOUS = 65.13% (WITHIN DRAINAGE AREA) STER
60 30 D 60 720
PERMANENT POOL ELEVATION = 13.0 FT - © WETLANDS
PERMANENT POOL SURFACE AREA REO'D = 13,128 SF 60" CONCRETE
PERMANENT POOL SURFACE AREA = 13,144 SF
PERMANENT POOL VOLUME = 55,398 CFFILLED WETLANDS
STORAGE POOL ELEVATION = 14.22 FT (REOUIRED) SCALE: 1 "= 60'
STORAGE POOL ELEVATION = 14.45 FT (DESIGN)
STORAGE POOL ELEVATION = 14.42 FT (AS-BUILT)
STORAGE POOL SURFACE AREA = 18.479 SF
NOTES:
REO'D STORAGE VOLUME = 24,810 CF (REOUIRED) -_- 1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION. 78 - - - - - - - - - - - - - - - -
PROPOSED STORAGE VOLUME - 24.906 CF ;_��\ 2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE AND/OR EMERGENCY POND DRAINING. -
-�\ A 3. SEE SHEET 4 FOR WETLAND PLANTING PLAN.
FFOREBAY OREBAY VOLUME 10.55.0 FT82 CF - WALL TOP EL11.5 I_7 1 111;`(=1:o B 0-- �I�11`1 78 _ _ _ _ _ _ _ _ _ wnl �7,,,5 _ _ _ _ _ _ _ _ 18 _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Rp:G 1 1 t 111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
MAIN BASIN DEPTH - 6.0 FT REJA1 , � � 1 IIIIIY ! !!I III !!IIII 17 _ _ _ _ _ _ _ _ __��.EL 1�7�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - _ _ _ _ _ _ _ 17 16
MAIN BASIN VOLUME = 44.816 CF MARN��' •� 11111111 � ! !!IIII FOREBAY !!IIII 16 - - - - - - - - - - - - - - - - 16
p 1 11 1„ !!IIII IIII) PL ANT BERM PER_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t5 _ _ _ _ _ _ _ _ _ _ _ _ - - -
AVERAGE DEPTH = 5.29 FT (USED 5.5' FROM SA/OA CHART) �� 111115�'1 !!IIII %i/i' 15 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SHEEI3_ 15
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
AU
- _PF- - -- - - - -FIiT- - - - - - - - E- - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -
-� � c11 i - - _ACSLPLSREAT�NTS7UBAGFP90LELt9�42J95OLLLI,LL - - - - - - - - - - - - - - 14 - - - - - - - - - - - - - - - - -
- - - - - - - - - - -
A I I � � - MAIN BASIN ! IIII N111 1 !!IIII �%� � , 14 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14
1 1 1°•1 1 1 1 111 111��� 13 - - - - - - - - -D. �Egl(pyEyT�OQLE;,�-- ----- 1 - - - - - - - - - 13 13 f - -
w r I IaN! IIII 1 IIII%%/i x ���- -������------- ���--�---- 18"MA% CAP WIDTH.TYP
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. - _ _ _ _ _ - _ _ _ _ _ _ _ _ _
- - - - - - -
I'll 1 11 i / 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ u _ _ _ _ _ _ _ _ 12 12 _ _ _ _
/ ¢ �: FOREBAY
11 _ _ _ _ _ _ _ _ _ _ ___ _ _no _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ _ - - _ _ - _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ - - - - - - - - - _ _ _ _ _ _ N- - - - - - - - - - - - - _ _ - - _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ 11 11 _ _ _ _ _ _ _ _ _ _ DEADMAN AS REOUIRED.TYP
TRANS ISTION TOP WALL �. V'j 1 m :- �__ _ _ '� A'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ _ - - - _ _ _ _ _ _ _ _ -
ELEVATION TO t 6.75 / 1 y ,p• - - - - - - - - 10
MAIN BASIN 10 - - - - - - -
FOR EMERGENCY OVERFLOW _ _ w w VINYL SHEET PILE.TYP
_ _ _ _ _ _ _ _ _ _ _p d __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g EXISTING MATERIAL
a EL B.0 SED)MEAT TO BE
POND ACCESS p a _ _ _ _ _ _ _ _ _ _ _ _ _
FORMAINTENANCE 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ G �-- - - - _ _ _ _ _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ - - - - - _ _ - - _ _ - _ - _ _ _ _ _ _ _ _ _ _ - _ 8 9
O 7 - - - - - - - - - - - - - - - in - -. A RA - - P - - - AT N- - - M T T R AI V FR M A- ) - - - - - - - - - - - - - - - - - - - - - OR�EBA' BOTT M - - - - - - - - - - - 7 8 - - - - _ - - - - - - - -
DETERMINATION ONBSTRUCTURAL
L 0
HERS
,E _ _ _ _ _ _ _ _
77.
16.99
5 _ _ _ _ _ _ _ _ _ _ _FL5.5 BASIN BOTTOM 5 _
268.34 S12.01'44"E - - - - - - - - - -
4 4 6
O 5' S' VARIES 24' 5' 13' VARIES 11'
108.82 S84°59'28"E POND X-SECTION A-A
PO
NO '00 O NC' •v1 SCALE: SCALE, NOT ND RETAINING WALL
SCALEAl ,N9
Vs 1"= 5'
149.95 y1 H: t"= 20'
N84.59'28"W yy�
163.3, O TRASH SCREEN REMOVABLE ALUM. GRATING FLOAT
STORAGE POOL (RETAINING WALL) N82.29'37„W IACNIGHOLS GAL - t00A OR EOU IVALENT WkJH"
31 1x �'e BRG. BAR. STANDARD MESH 4"x ,g WITHRTRASITY UNIT
3. SCREEN
LENGTH
RADIUS = 101.00 RADIUS = 19.00
CHORD LENGTH = 29.92 CHORD LENGTH = 20.69 ORIFICE OPENING INSIDE WATER ENTRY UNIT
CHORD DIRECTION = N86°29'24"E CHORD DIRECTION = S20°57'48"W gST�RAC�f„ P-QQ ,L 11i.7� __FL THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC HEAD BEFORE YOU DIG !
RLENGTH ADIUS Q = 29.845 LENGTH 4 = 75.25 51" FLOAT END VIEW
NC ONE CALL
19.00 RADIUS = 99.00 (( TOLL FREE )
+
CHORD LENGTH = 26.87 CHORD LENGTH = 73.45 AA.
02 [
CHORD DIRECTION = S57.01'44"E CHORD DIRECTION = 575°43'S1"W 7T•58'16"E O I,
N SCHEDULE 40 PVC FLOAT
Z 16.99 / 1 RCP53 PIPE (BARREL OR ARM) PVC VENT PIPEIf O
N7T°58'16"E w o 512°01'44"E ACTUAL O F.-PO.{ .:L-14.4?_LA.,5- QjLLT EL14. 2 I Z4 HOPE TD je
19g A9 o n FOREBAY O RF.p�S_TB.B Up"L 1922 6 PVC SCREW 1 I T H 3 SCH 40 PVC PIPE
1 INV12.7 IBLE HOSE (BARREL OR ARM)
n n \ FLEX
n
12" INV12..75��
.
r^ £ 6"PVC TEE _ _ _ - FLEXIBLE HOSE
MAIN BASIN a, .n q,6 yA\ ORIFICE EL12.0 - ;%',J`�EX7ENDED BASE CF4,GT6
N ° - -Eca.7 TOP VIEW of
PERMANENT POOL (EL13.0) N, D, 1114 W s,y 4RA, ( OR 1 -800-632-4949 )
p 7 y
LENGTH = 21.99 LENGTH = 8.00 INSTALL SKIMMER (DETAIL THIS SHEET) AT ATTACH FLEXIBLE HOSE TO ORIFICE I T ' S THELAW!
RADIUS OS = 21.99 RADIUS OO = 94.00 750.93 BEGINNING OF CONSTRUCTION. ONCE SITE TEE PER MANUFACTURERS
CHORD LENGTH = 14.00 RADIUS
LENGTH = 8.01 N82.29'37-W 8 IS STABILIZED REMOVE SKIMMER 4 6"SCREW 2. 5" SKIMMER MMER RECOMMENDATIONS
CHORD DIRECTION = 19.80 '44"E CHORD DIRECTION = S56°23'42"W ON CAP AND REPLACFA WITH 6-SCREW ON CAP 2. ZS' ORIF ICE REVISIONS
DRILLED WITH 2.25 ORIFICE
J. W. FAIRCLOTH 6 SON INC. Na B1' DATE DESCRIPTION
LENGTH = 16.12 LENGTH = 58.20 WWW.FAINE: (919) 732 124
RADIUS © = 15.25 RADIUS = 94.00
CHORD LENGTH = 15.25 CHORD LENGTH = 57.28 TELEPHONE: [phone] I GYT 6/16/16 SWALE
CHORD DIRECTION = 520°57'48"W CHORD DIRECTION = S79.46'08"W POND A OVERFLOW DEVICE FAI RC LOTH SKIMMER- FAX: [phone]
SCALE: 1 "= 40' 2 GYT 6120116 PONDeHRTACCESS
SCALE: NOT TO SCALE SCALE: NOT TO SCALE �� 3 GYT 7/6/l6
SEEDING SCHEDULE 4 GYTB/6/l6 INE RFDW
CONSTRUCTION SEQUENCE NOV 0 4 2019 5 GYT 9/l9/16 To
P NlN
SEED BED PREPARATION 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED 6 GYT 9/l2/19 N P I
LIME----------------------------- 2 TONS/AC 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE BY;d_....----°- 7 GYT l0/30/l9 '
1. INSTALL STONE CONSTRUCTION ENTRANCE(S).
2. CLEAR AND GRUB SITE. REMOVE ENOUGH TREES FOR CONSTRUCTION. 10-10-10 ------ING: I------------- GE OP LBS/AC TO 30 A NEAT
3. INSTALL SILT FENCING AS SHOWN ON PLANS. WITHIN AREAS OF CONSTRUCTION'. SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND STORMWATER.POND A DETAILS 8 EROSION/SED[MENTATiON CONTROL PLAN
4. ROUGH GRADE STREET. IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED INCREASE KOBE TO 40 LBS/AC.
5. EXCAVATE AND CONSTRUCT DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. EXCEPT TO BREAK UP LARGE CRUSTED,
L IF RAINFALL
JUST CAUSES THE SURFACE 4• BETWEEN APRIL 15 AND AUGUST R ADD 10 LB/AC GERMAN MILLET THE PRESERVE AT CARTERET PLACE &
6. INSTALL WATER. SEWER AND STORM DRAINAGE. WITH INLET PROTECTION. DI BECOME SEALED OR CRUSTED. LOOSEN I7 JUST PRIOR TO SEEDING BY OR 15 LB/AC S(GRAINASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE OF PAVED AREA. DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 25 LB/AC RYE (GRAIN).
8. INSTALL CURB AND GUTTER AND PLACE CASC. THAN 3:1 ON THE CONTOUR BEFORE SEEDING. THE RETREAT AT CARTERET PLACE
9. PAVE STREET. PERMANENT SEEDING MIXTURE (SWALES d DITCHES)
10. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS. TEMPORARY SEEDING MIXTURE MOREHEAD CITY TWSP. , CARTERET COUNTY, NORTH CAROL INA
INSTALL ALL PLANTS PER LANDSCAPING AND POND VEGETATION PLANS. (DECEMBER 1 -APRIL 151 COMMON BERMUDAGRASS-------------- 80 LBS/AC
11. REMOVE SILT FENCE AND REGRADE SEDIMENT BASIN TO DESIGN SPECIFICATIONS. RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC MULCHING OWNER: BROWN INVESTMENT PROPERTIES DESIGNED:
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STRAW(WHEAT, OATS, BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) CHESTER BROWN. I I 1 RDC/GYT ,
MAINTENANCE PLAN TO EXTEND BEYOND JUNE) (STRAW DUALITY SHALL BE DRY. UNCHOPPED 8 UNWEATHERED) OggOlO�gp, DRAWN:
(APRIL 15 -AUGUST 15) ASPHALT TACK--------------------200 GAL./TON OF MULCH ,pO�u Cq Ewa, THE PRESERVE AT CARTERET PLACE ADDRESS: P. O. BOX 930
GERMAN MILLET--------------- 40 LBS/AC 0, 'C�;....RO< y'4 PHASE 1 & 2 PREPARED BY GREENSBORO. NC 27402 RDC/GYT
).ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING•OR �' Q'wW gs . CHECKED
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS (AUGUST 15- DECEMBER 301 A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED $ O jpF 10�P* - STRO D ENGINEERING, P.A.
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONg INDICATED ON THE PLAN. AS A MULCH ANCHORING TOOL. 're->/'W� PHONE : [phone] RDC
RYE (GRAIN)---------------------- 25 L85/AC •Q h�
( IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15. 2• A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF SEAL
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT OVERSEED WITH 50LB/AC KOBE. ) SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW 36970 ' APPROVED
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW �w w
PERMANENT SEEDING MIXTURE AS PREVIOUSLY INSTRUCTED. C % -Qaa��Q °][°FILE �[JI,][,][]P](�[]E]F$ GlE3®1[J]P, IlD„�, GYT
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE IN ENGINEERING ENGINEERING & SURVEYING SERVICES DATE :
TALL FESCUE---------------------- 60 LBS/AC O C aw•waw �C' t�(
SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. MAINTENANCE -p F S •`�' 1 151A HIGHWAY 24 6/10/16
SHEET 2OF6 SERICEAPENSACOLLESPEDEZAA55_____________ 30 LBS/AC IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR ,,nhppplhW � '✓ ��� � l MOREHEAD CITY, N.C. 28557
PROJECT# PM1 558BIP-001 KOBE LESPEDEZA - 10 LBS/AC WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED -- - - -- [phone] LICENSE NO. C-4482 SCALE :
DESIGN FILE: PM1558/PM1558BIP-001 CONSTRUCTION PHASE 1-2019 STORMWATER MODIFICATION.dgn FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
GING � TURNER, P.E. DATE 1 "= 60'

THE RETREAT AT CARTERET PLACE
N/IOREHEAD TWSP , CARTERET COUNTY , NORTH CAROLINA
CLIENT: ENGINEER: INDEX OF DRAWINGS
BROWN INVESTMENT PROPERTIES THE CULLIPHER GROUP, P.A. SHEET 1 SITE STAKING PLAN
SHEET 2 MHC LANDSCAPE PLAN
CHESTER BROWN, III ENGINEERING & SURVEYING SERVICES SHEET 3 GRADING & DRAINAGE PLAN
P.O. BOX 930 151-A HIGHWAY 24 SHEET 4 EROSION & SEDIMENTATION CONTROL PLAN
GREENSBORO, NC 27402 MOREHEAD CITY, NC 28557 SHEET 5 UTILITY PLAN
336-379-8771 252-773-0090 LICENSE NO. C-4482 SHEET 6 DETAILS
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M F v, ANAGEMENT COMMISSION
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SHEET COVER
PROJECT#: PM1558BIP-001
DESIGN FILE #: PM 1 558BIP-00 1/CONSTRUCTION PHASE 3.DGN

I =
SITE DATA
0
z
I I, TOTAL TRACT AREA=3.533 AC+I-(153,882.02$9
I I
RNER BASIN=WHITE OAK
D RIVE
RECEMNGSTREAM=PELETIERCREEK
ALA
I
T1c STREAM CLASS SB /
6 0 / PUBLIC RIGHT OF i'V A STREAM ID=20.36.11
PIN NUMBER: 6376.13.24.3225
Z. R2 f CURRENT ZONING:RMF-CU
6` _______ PROPOSED USE:MULTI-FAMILY RESIDENTIAL(SENIOR)
NUMBER OF UNITS PROPOSED:64 UNITS
l ONE BEDROOM:16 UNITS
N87039'58"E 491 .77
i / ✓ TWO BEDROOM:48 UNITS
` A
L �'1 14 0 I ! MAXIMUM BUILDING HEIGHT:5V
CURB & GUTTER 14.0 `2-5 t. NUMBER OF STORIES:4
;r - -- -- -I� --- .9
-----------
- --- - 'j---- + -- BUILDING S BACKS
- _ - ---
1 w 11 - j ! - 36 37 --- --- 1 2 -3
4 4 44� 1
_ _ . N I
-- � _ . _ - 38 39 40 4
o _
_ � I t�- --- --- - -- �. .. �' �I o0 45 1 ; FRONT.25'
0.331 - - 20 _ 25MBL- N'
4 1 30 3 I 32 33 34 35 i,
21 22 23 24 25 26 27 28 29 E - - 0 46 j REAR:3'
----N- `1 116 17 18 19 aD = A I- � - REAR:40'
- _
1 15 ll �'S1 o -__ a Q- A c5� 3.71 47 j STORMWATER PERMIT:SW8160613
_ 27.00
�i5` of of ------- - ------- - t - 1 -{------- - - � 1
14 ! N (Oil S87 39 58 W ,, s.00 10.00 , )
__ ''I - - - - - - - - - - -
11
m A o N 365.16 - 4- r +_-__---------- -- 137.0o A a 48 PROPOSED BUA
o,
+------ - -t--------- - 121.29 �i �I Q- I F
a +> S � �l PARKINGIDRIVES 52,450 S
N
13 I Y - 27.00 - 1 14.16 10.71 1 ,Q o i o i 9 49 I i BUILDINGS 23,761 SF
o I 24"STANDARD
A N 8 5 S - SIDEWALKSIAMENITIES=13 603 SF
} o o 4� ---�I M N o ri �) CURB & GUTTER GRASS - 3061 SF
12 I �1, Q' Ln co 04 o rn CO ro 0 0 0 0 0 o rn 00 ---- 50 1 - 75
o �` r r r FUTURE - 1, SF
- o co cv o o Q cfl r T 4.0 all 5 ( TOTAL IMPERVIOUS 9=94,850 SF
N
N 6�
I I R N N �---� 1
r
fl.
.0
O• 4 52 Ili
a
ON�RETE SIDEWALK t ri °
1 .
/ 1
24"STANDARD w�----� ° o z 97 �S 10 r m PHASE II PARKING REQUIRED:
CURB & GUTTER n
71' �'� 53 1 E
124 h CURB & GUTTER
� - I In, N rr 96 , 0 cn 54 ( N TYPE UNITS RATE SPACES REQ.
0) _Y 1 N 1 BEDROOM UNIT 1 2 PER UNIT 32
li 8 -4 125 n p 95 ' " 2 BEDROOM UNIT 48 2 PER UNIT 96
- - 2a"SPIL �' _ _ I 0 55 �i I 1
OVERFLOW 64 1 PER 6 UNITS 11
N n" 94 N n? TOTAL PARKING REQUIRED 139
I E 7 o 126 CURB & UTTER -41
N
77 cn
j I 6 00 127 ��" T. - 56 ) I PARKING PROVIDED:
00 N - m 93
1 TYPE PROVIDED
I 5 o m 128 PROPOSED CO 57 �) 9�XIFSTANDARDPARKING 132
P j• j 92 I 6'X T HANDICAP wl8 AISLE 5
4 129 D BUILDING � 1 _ _ - 1V X 16 HANDICAP VAN ACCESSIBLE wl5'AISLE 3
j, .. -
i , CURBI&GUTTER 91 1 5g ( TOTAL PARKING PROVIDED 140
130
�I 3 A .` VA -
n 60 i
5 l 131 m i c
j (- 1 II R 132 ° 90 i� 'Q,�•61i
' 2.7s _ osa S "
II 1 -
14 0 � , NOTES:
-19.24 w---•
18.82
3.6��1) i 1 . PROPERTY IS NOT WITHIN 50' OF ANY SURFACE WATERS.
O O O 4 .M fl o A - - a A n c - 14•0 ♦V �ffl 1 2. PROPERTY IS NOT WITHIN 575' OF HIGH QUALITY WATERS.
I
N 00°0°0 0°0 0 0 O n n pf
W °O°o00d000°000 !�O• " n- r� -^� • ` h ° ri > a S 14• (O �i J \ 3. PROPERTY IS NOT WITHIN A FLOOD ZONE.
!� h -. n • O Jt J I
O°O°O°000°O°O°° `' Y n 4. BOUNDARY, TOPOGRAPHICAL AND EXISTING INFORMATION PROVIDED BYE. GLENN
Ix1 O O O C1. 0 O O O o n o .+" n n - 1•90 - i i p� CORBETT. PLS OF THE CULLIPHER GROUP, PA AND PHILIP COLLIER. PLS OF STROUD
o ° 00000
ti r OOO9IOOOENGINEERING, P
ti 'I O O O O O O O O � 1 O A.
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33.83
"S E ARCHITECTURAL PLA S
ITE STAKING PLAN
TRASH COMPACTOR
& RECYCLABLE THE RETREAT CARTEPET PLRCE
ENCLOSURE
MOREHEAD CITY TWSP. , CARTERET COUNTY, NORTH CAROLINA
WETLANDS (< OWNER . E DESIGNED:
BROWN INVESTMENT PV
CHESTER BROWN . III c`; GYT
CAR�° g AWN:
�o°��N �y, ADDRESS: P. O. BOX 930 Nov 0 a 209 GYT
S87039'58"W 411 .38 g�G�.•FEssi•y�.j, f GREENSBORO. NC 274 ECKED-
�'•9 PHONE : [phone] RDC
• 3 0 APPROVED:
EA
- - WETLANDS697 THE CIJLLIPHER GROU , P,A. GYT
20 10 0 20 40 3�'G;�o N';:•', � ENGINEERING & SURVEYING SERVICES
SHEET CE1 9p �U + MOREHEAD CITY, N.C. 28557 DATE :
PROJECT#PM155861P-001 'ysFR Y. , 1 I� - 1 3( 151A HIGHWAY 24 9/23/19
anmmM A/W`s\
DESIGN FILE: 15 558/PM15586iP-001 CONSTRUCTION PHASE 3.dgn SCALE: 1 ' = 20' -- ------ [phone] LICENSE N0. C 4482 SCALE :
ING TURNER, P.E. DATE 1 "= 20'

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20 25. o . o�' o o zs. 3 . (FRJISHED GRADE)
c�n I
c5L
x If
a MOREHEAD CITY TWSP. , CARTERET COUNTY, NORTH CAROLINA
- u DESIGNED:
FE ° FE ' FE ® N�` OWNER : BROWN INVESTMENT PROPERTIES
o zOSB �
D a ' ,,z 320 CHESTER BROWN , III ECEIV GYT
RAMP:` FE W�OnmulUl WN:
FE- °112` - 23,20 a. N CgR��yy ADDRESS: GRP. �ENSBOR0OX 30NC 2740 NOV O 4 �d19 GYT
D
�1pe;aFEss/oe..�7,�•$ CKED:
�r9
Z,QO PHONE : [phone]
RDC
SCALE : 1 = 10 3697L
„ 3 SEAL � APPROVED:
COMPACTOR ENCLOSURE GRADES 20 10 0 20 40 %�•*, .�• ��� ���'�"��URV ��®��' �``�` DATE : GYT
NGINE•.•�' ENGINEERING & SURVEYING SERVICES
C ....• i r
SHEET CE3 FiQ �� 151AMOR HIGHWAY 24 9/23/19
�iry�umn�„ 1 V MOREHEAD CITY, N.C. 26557
PROJECT#PM1558BIP-001 ---- [phone] LICENSE NO. C-4482 SCALE :
DESIGN FILE: PM1558/PM1558BIP-001 CONSTRUCTION PHASE 3.dgn SCALE: t "= 20' -- G NG . TURNER, P.E. DATE 1 = 20,
r `,,

8'MAX.STANDARO STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE CONTINUE RIP RAP
6'CONCRETE SIDEWALK STEEL POST WIRE FENCE GRAVEL UP SIDES OF SPILLWAY
3500P51 FACE
2 OX MAX CROSS SLOPE STANDARD SPILL CONCRETE TOP OF SWALE
--. CURB & GUTTER 2" 5 9.58 4 BA 4 B STEEL POST BACKFILL CTRENCH FLOW LINE
' PAVEMENT + CHAMF CHAMFER L THOROUGNLYT OP ELEVATION
OSTORAGE OR ERI CLASS B RIP RAP
<l / n` ��i [, � 'lr•` %_ - , - - -„ �B"CABC - _ GNATU
ROUNOL T ?. SEDIMENT STORAGE Wp STABILIZED AREA
COMPACTED SOIL SEED PER SEEDING
WIRE FENCE PLASTIC OR o oo° 5Tp SCHEDULE 5
R WIRE TIES T7.5' ti' A
/ # A
E 2'MIN'
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MIN \ \ \ \ \ \ \ \ 3' �' \ \ \
//1`\ �� COMPACTED I :.I NATURAL a o0 o O° (LENGTH AND IN DIMENSIONS GIVEN ON PLAN VIEW) \/ /\//\//\//\//\// \ \//
2' _ GROUND 29' /\\ \�/\\/\\/\\/\\/\\/\\ \\/\\ 'MIN' \\/\
;1,• .\�/� <<, �.`l //:. \`f�i -I -I -I Oo NOTES: WEIR WIDTH 4'MINIMUM
A6
Iv 1v o o Oo° /\ /\/\/\/\/\/\/ /\/ \/\/\//
. 8"DOWN '3 a"'. •:•:•: / \
@+ {)FORWARD ALONG '/ '•'•"•1 1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM. \\ \\ \\ /�g'/}yP CAL// / / /
Uio1 ry Ap�Aj VLL�•�;LL`;•�; 'i-VTHE TRENCH--,-- •_11 2. TRAPS ARE TO BE CLEANED WHEN SEDIMENT STORAGE ZONE IS FILLED.
Vi O 7 U /'4J''E I I APPROXIMATELY EVERY MONTH.
24" 11 FILTER 11 3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT ELEVATION OF
_ II FABRIC II CROSS SECTION HEIGHT OF SEDIMENT STORAGE ZONE.
�Vy��j '� II II VIEW 4. TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED WITHIN SWALES.
�� ` -y SCALE: NOT TO SCALE SCALE: NOT TO SCALE II II 5. OUTLETS MUST DRAIN 70 $TABILZED AREAS.
1 7 s FLUSH CONCRETE ul 6. NO MORE THAN 1 ACRE SHALL DRAIN TO A SINGLE SEDIMENT TRAP. SCALE: NOT TO SCALE SCALE: NOT TO SCALE
® SIDEWALK/PARKING SECTION ® PAVEMENT SECTION e INSTALLATION NOTES:
s RIBBON CURB 1s 20
1 THE
HECBASE
OFABOTH
END
IFPOSTS
SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. 19 TEMPORARY SEDIMENT TRAP DETAIL ® TEMPORARY DIVERSION
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE
© NON-WALK SURFACE CONCRETE DEPTH 6' 4. INSTALL THE FF(BISTS WITHBTHEG POSTS NIPPLESTFACING AWAY SUPPORT HFROMBTHE SILT FABRIC.
WATER PRESSURE.
SIDEWALK "-'• 1/2" EXPANSION RAMP 4 /OEMgL4. 5 FABRIC.ATTACH THE
ATTACHFABRIC
EACHOTIE EACH
DIAGONALLY WITH
45THREE
DEGREESTIES,
THROUGHPTHEDFABRIC. WITH TOP
EACH INCHES OF
ATHLEAST
JOINT (TYP) LAND ING 4" d. CONRACTION 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
AtW> TIGHTENED TO PREVENT SAGGING.
NC AN JOINT 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
6" x 12" CONCRETE CURB ZANO/ Ong 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
O8.33% (12:1 ) MAX RAMP SLOPE y 7X 6 ' 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO (1,2) INTEGRATED DUCTILE IRON
PrM_ X THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT FRAME&GRATE TO MATCH BASIN O.O.
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE
���t O CROSS SLOPE: 2.00X av m' �O" FOR A TOTAL OF 4 TRIPS.
iI
DETECTABLE ''�C " 3000 P51 18'MIN WIDTH GUIDELINE
WARNING O CURB RAMPS REQUIRE A (AXIM") MINIMUM LANDING y CONCRETE
SURFACE (5' PROPOSED) WITH A MAXIMUM CROSS SLOPE AND a . .� '
LANDING WIDTH T3` LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS " TOP OF SILT FENCE
,y .___._.-, _ / O MUST BE AT LEAST 1'
4' MIN. ` ''* !ys„ .PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO ABOVE THE TOP OF 4' MI,,�,I SILT FENCE
5' PROPOSED .- EL, "' :_•CURB. 7X NAX EDGE OF THE WASHED STONE.
I STEEL POST
1/2" EXPANSION " 8'MIN THICKNESS GUIDELINE
JOINT ITYP> :rA Gi� . �'� PAVEMENT
SIDEWALK ' . WOVEN WIRE FABRIC
MINIMUM PIPE BURIAL
R•CM9� *11DTI HARDWARE CLOTH DEPTH PER PIPE
(3)VARIABLE INVERT HEIGHTS MANUFACTURER
2'-0" CURB AND GUTTER CROSS SLOPE NOT TO T AVAILABLE(ACCORDINGTO RECOMMENDATION
EXCEED 2% ON ANY FILTER OF u5T I PLANS4AKE OFF) (MIN.MANUFACTURING (5)ADAPTER (6,7)TRAFFIC LOADS'. CONCRETE SLAB DIMENSIONS ARE FOR
RED.SAME AS MIN.SUMP ANGLES GUIDELINE PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE
PORTION OF RAMP OR WASHED STONE \ ' VARIABLE V-050• DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFTRANSITION TO STREET. 16"MIN ACCOROHK3 TO
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SEED AWING LOADING, OTHER APPLICABLE TRAFFIC
FIC INSTALLATION.
SCALE: NOT TO SCALE V' 3' FILTER FABRIC PUNS SEE DRAWING N0.7001-110.111 FOR NON TRAFFIC INSTALLATION.
APRON ON GROUND
®2 9 CURB TRANSITION 6- OFRFILTER PF FABRIC
PARALLEL HANDICAP CURB RAMP e CURB RAMP 1s NOTES: BURY WIRE FENCE AND 4 II APRON IN TRENCH
JOINT SEALER I,&" 1. REMOVE SEDIMENT WHEN HALF OF BURY WIRE FENCE, HARDWARE CLOTH Z
STONE OUTLET IS COVERED. FILTER FABRIC. ❑ (4)VARIOUS TYPES OF INLET&OUTLET ADAPTERS VMIN ON 8'-24- (3)VARIABLE SUMP DEPTH
R''e' R'.p" 2. REPLACE STONE AS NEEDED TO AND HARDWARE AVAILABLE 4*-36'FOR CORRUGATED HOPE 6'MIN ON 30'&36' ACCORDING TO PLANS ,
I" ENSURE DEWATERING. CLOTH IN TRENCH. (ADS N-121HANCOR DUAL WALL,ADS44ANCOR (6-MIN.ONV-24',TO-MIN.ON 30'
- STEEtr POST SET SINGLE WALL), HP,PVC SEWER(EX SDR 35), •sF &12'MIN.ON 36'
'� MAX 2 APART MIN
6° 18" 6" 18" 4" A A q" - 2' INTO SOLID GROUND PVC DWV(EX:SCH 40),PVC C900/C905, BASED ON MANUFACTURING RED.)
T T • -� CORRUGATED&RIBBED PVC
RAD. ''z" RAD. JOINT FILLER • OUTLET SECTION VIEW
OUTLET FRONT VIEW WATERTIGHT JOINT
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
3" RAD. 3" RAD. SCALE: NOT TO SCALE (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
Q - 3000 PSI 'q" RAD. Q TRANSVERSE EXPANSION JOINT IN SIDEWALK GROOVED JOINT IN SIDEWALK 8'-3V CLASS B,OR CLASS OI MATERIAL AS DEFINED IN ASTM D2321.
CONCRETE �+ ',8 RAD. - BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
' Q N SLOPE PLACED UNIFORMLY IN ACCORDANCE WITH ASTM 02321.
NOTE: NOTE: s SILT FENCE AND OUTLET _
: Q 4 F QF 4 4 s A I1Z, EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. A GROOVED JOINT 1" DEEP WITH "A" RADII SHALL BE
- ,/+ A I.Q" EXPANSION JOINT SHALL BE REQUIRED WHERE THE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS I -V-3T STANDARD GRATES SHALL BE DUCTILE iRON PER ASTM aGli
Q Q Q Q- SIDEWALK JOINS ANY RIGID STRUCTURE. ' GRADE7a500&
]-Ir-W FRAMES SHALL BE WCTLE IRON PER ASTM A538 GRADE 705045.
3000 PSI 6&IV STANDARD GRATES FIT DIRECTLY ONTO DRAW BASINS WITH THE
CONCRETE 5' WIDTH USE OF A PVC BODY TOP.SEE DRAWING NO.MI 114
3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCOROWG TO PLAN
24.. 24" DETAILS.RISERS ARE NEEDED FOR BASINS OVER W DIE TO SHIPPING
3000 PSI CONCRETE RESTRICTIONS.SEE DRAWING N0.7001-110065. THIS PRIM DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY EBC MATERIAL 1130VERMUAVE
4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLCP(AST WAS PROPRIETARY RIGHTS.THE RECIOFT BUFORD,GA 30610
18" 1 MWDU12FORCORRUGATEOHDPE(ADSN-17 CORM&WKL), ORPOSSESSIONMTHISPRINTDOESNOTCMIFER DATE i-2340 PM(770)mItAA3
PER FT., � '� ROCK DOUGHNUT � N-12 HP.&PVC SEWER N4-361, TRANSFER,OR LICENSE THE USE OF THE DESIGN OR 7�i FAX(770)232-M
1- _ TEMPORARY INLET rlylO aSt
PROTECTION. TYP 5-ADAPTERS CAN BEMWNTED GN ANY ANGLE C°T03&0'.TO DETERMINE TECHNICAL INFORMATKW SHOWN HEREIN wwwnWpMMuaean
4 A A A •' A e A A MINIMUMRIGLE BETWEEN ADAPTERS SEE DRAWING NO,7001-11I M2. REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVwm WY NMX PflOJECTNOMAYE TIRE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE �- NCDOT #5 OR 6-1Y-WSTANOM)GRATESSHALLMEETH-201-MRATING. CONTAINED HEREIN,OR MANUFACTURE OF ANY GRAIN BASIN WITH STANDARD GUM
• NCDOT #5 OR " 1 " #57 WASH STONE 7-8'816 STANDARD GRATES ME RATED FOR RIGHT DUTY APPLICA1KXiS ARTICLE HEREFROM FOR TIE DISCLOSURE TO OTHERS �� �121& QUICK SPEC R73TALLAl10N 0ETML
#57 WASH STONE CLASS B RIPRAP CLASS B RIP RAP (12"MIN THICK) ONLY;NO CONCRETE COLLAR NEEDED FOR LIGHT WTY RATING. IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN
e STANDARD 24" e STANDARD 24" ��1 12"MIN THICK)
CURB & GUTTER SPILL CURB & GUTTER "���� � �� f � � f �\� ! PERMISSION FRC#1NROPUST. evo„m,anxiT �'� A SCALE 1:d0 SHEET tMt GWO NO. T00f410.1M REV J
SCALE: NOT TO SCALE
Jium
SCALE: NOT TO SCALE 21 NYLOPLAST DRAIN BASIN WITH GRATE OR SOLID COVER
"'MINIMUM INSTALL REGULAR FLOW SILT SACK
6.6" 9.8" 11 THICKNESS SEDIMENT TRAP AS MANUFACTURED
SPECIFICATIONS BY ACF ENVIRONMENTAL (OR APPROVED EQUAL)
-- UNIT SIZE - (20" X 20" X ," OR 40" % 40" X ,") s TYPICAL SIDEWALK DETAIL
qI AVAILABLE IN 9 STANDARD ROLL SIZES SACK TO BE MAINTAINED AND REMAIN HALLIDAY MODEL PSIR3648 WATTS 6"SERIES
I STRENGTH - N9 STANDARD
PSI ALL SIGNS APPROVED IN PLACE UNTIL ASPHALT PAVEMENT BROOM FINISH HATCH CAST IN TOP W/ 5/8" SENSUS !PEARL METER 957RPDA
IS COMPLETED. & EDGE TOOL LOCKABLE HASP AND TRANSMITTER
COLOR - BLACK FOR USE UNDER _
VAN ACCESSIBLE o 12 GENERAL STATUTE
RESIN - 100X RECYCLED HDPE SIGN (IF REQUIRED) 20-37.6 FLANGE INSULATED d HEATED
SCALE: NOT TO SCALE REINFORCING:H-201 LOADING ADAPTER ENCLOSURE. HEATER
0 : VAN 1000W, 120V SIMILAR
°i ACCESSIBLE 12 1" BUTYL RUBBER TO BFPRODUCTS #HU1000SS.
GRASSPAVE2 SQUARES e ROC!•'. DOUGHNUT TEMPORARY INLET PROTECTION Q Y SEALANT OR APPROVED EQUAL
SIGN R7-8 OR R7-8A -
RESERVED 6 N v CONCRETE 2 OR IN i 2"MIN
PARKING
METAL PIPE z
NEENAH TYPE R-4826 , SUPPORT
0 72" FRAME AND GRATE. OR w FINISH GRADE
SIGN R7-8D o m ALL HOPE PIPING SHALL APPROVED EQUAL 6"DIP W/ 6"DIP w/
PLAN VIEW MAXIMUM BE DUAL-WALL PIPE FLANGE
CONIC
.c �12" x 12" x 3" DEEP FLANGE 6"PVC
0.9" 3.3 SEE ENLARGED VIEW BELOW a PENALTY 3/8" -- SUMP HOLE 6" FROM FIREMAIN
e WATER
0 o $250 �� _
HYDROGROW MIX BELOW " 22 ' (3/8") > '-� SECTION VIEW SUPPLY BOTTOMRE TE TO DEVELOPMENT '
RING SUPPLIED BY LL o (TYP) NOTE: ALL STOpwpRAIN PIPING TO i ¢ THICKNESS)
MANUFACTURER
-- R7-8D RT-SA BE INSTALLED ON MINIMUM 6" CLASS 11
RINGS FILLED WITH CONCRETE _ i FINISHED GRADE OR HIGHER GRANULAR FILL BEDDING HDPE 'M >
SAND )CLEAN. SHARP SAND) in wm R=1-1/2" (TYPI
IAMETE
VARIES m ACCESS DOOR W/ WATERPROOF GFCI
z PRECAST HALLIDAY SIR3648 RECEPTICLE
1 t
'* L!T`4c s rl;k s c , VAULT LOCKING POST CAST
COLORS (ALL SIGNS): ? x }" COMPOUND METER )GALLONS) IN TOP
Z' "nt✓�h, `yG..f 1x: q ::{l : hxa^I/t the a"COMPACTED CABC
95% MODIFIED PROCTOR DENSITY LETTERING AND BORDER GREEN SENSUS ANS COMPOUND METER 4" WATTS RPZ SERIES INSULATED d HEATED
BACKGROUND WHITE WITH TRANSMITTER 957 OR APPROVED EQUAL FL E 6"x4" ENCLOSURE, HEATER
8" 50. 3.000 PSI ARROW (OPTIONAL) GREEN MAXIMUM PIPE DIAMETER ' - - (ABOVE GRADE & ENCLOSED ADAPTER RED 1000W. 120V SIMILAR
CONC. FOOTING FIGURE WHITE ON BLUE FIELD 1-_'_--- _ --_' MIN 6" #57 STONE 3"GATE IN AN INSULATED & HEATED TEE TO BFPRODUCTS #HUIOOOSS.
COMPACTED SUBGRADE DIME 3516N "H" 36-WALL 481WWALL 6018WALL BEDDING LNG VALVE 3" IP PI LNG HOT BOX. NOT SHOWN) OR APPROVED EQUAL
12"MIN • 12"MIN
NOTE: 24' PVC DOMESTIC_
NOTE: GRASS/PLANT TYPES SHALL SECTION VIEW R7-BD PENALTY SIGNS ARE REQUIRED TO M MA TiTPRITJE'GT�
ACCOMPANY ALL R7-8 OR R7-8A PARKING - . ._ _-_- -_ 4"SWING
BE SPECIFIED BY A LANDSCAPE �, e" L SIGNS ERECTED AFTER DECEMBER 31• 3"GATE a '^ CHECK VALVE
ARCHITECT 1990.
TOP OF GRASS ROOT MASS VANE
1/9" ABOVE TOP OF RINGL�t GRASSPAVE2. ATTACH SCALE: NOT TO SCALE SCALE: NOT TO SCALE L _3 x 3_TEE
WITH SNAP-FIT FASTENERS 12 5/8" NEPTUNE E-CODER METER.
HANDICAP SIGNAGE 1s DROP INLET I 9 _6" WITH ATTACHED SERIES 3000MTU 4" $TOR2 CONNECTION
RINGS FILLED WITH CONCRETE L AND NICOR CONNECTION TO WITH BALL DRIP ASSEMBLY
MOREHEAD CITY FREQUENCY
'FY� y-s SST, ,, SAND (CLEAN. SHARP SAND) WATTS 6"SERIES
8"COMPACTED CABC 957RPDA '
95% MODIFIED PROCTOR DENSITY SEED BED PREPARATION I. FROM SEPTEMBER 1 - MARCH I. USE UNSCARIF LED SERICEA SEED SCALE: NOT TO SCALE
NOTES:
LIME----------------------------- 2 TONS/AC 2. ON POORLY GRAINED SITES OMIT SERICEA AND INCREASE KOBE
ENLARGED VIEW 10-10-10 ------------------------- 1,000 LEIS/AC TO 30 LBS/AC 1. CONTRACTOR SHALL SUBMIT MATERIALS TO BE USED FOR APPROVAL TO THE TOWN PRIOR TO 23 REDUCED PRESSURE DETECTOR ASSEMBLY
GUARDRAIL/FENCE. 3. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND
COLOR PER OWNER'S REQUEST SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED WORK BEING DONE. FIRE SERVICE
(INSTALL PER MANUFACTURER'S IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REWIRED INCREASE KOBE TO 40 LEIS/AC. 2. WATER METER VAULT SHALL HAVE 3"DUCTILE IRON CLASS 50 PIPING THROUGHOUT METER 6
RECOMMENDATIONS) EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE 4. BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET VAULT AS PER TOWN STANDARDS.
illi TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY OR 15 LB/AC SUDANGRA55. PRIOR TO MAY 1 OR AFTER AUG 15. ADD 3. PIPING SHALL BE SUPPORTED BY BLOCKS AS REQUIRED.
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 25 LB/AC RYE (GRAIN).
SCALE: NOT TO SCALE 4. VAULT TO BE LOCATED IN AN AREA WITH NO VEHICLE TRAFFIC. HALLIDAY LID TO BE ABOVE
:':CONCRETE':S'ID WA. KEYSTONE CAP THAN 3:1 ON THE CONTOUR BEFORE SEEDING. GRADE AND SURROUNDING AREA SHALL BE GRADED AWAY FROM LID.
e 5. ALL WORK ACCORDING TO TOWN AND STATE STANDARDS WITH INSPECTIONS PRIOR TO BACKFILLING REVISIONS :
TYPICAL GRASSPAVE2 1 TEMPORARY SEEDING MIXTURE PERMANENT SEEDING MIXTURE ISWALES & DITCHES) OVER PIPING. No. BY DATE DESCRIPTION
ry ,� z. KEYSTONE UNIT (DECEMBER 1 -APRIL 15) COMMON BERMUDAGRASS-------------- 80 LBS/AC 6. MAINTAIN MINIMUM OF 3' OF COVER OVER WATER SERVICE AT ROAD CROSSING AND MINIMUM OF
\ AS REQUIRED RYE (GRAIN)---------------------- 120 LBS/AC 18" COVER WITHIN ANY DITCHES.
I GYT I0/30/19 NYLOPLAST BASIN
KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC MULCHING SCALE: NOT TO SCALE
24" _.�.. UNIT DRAINAGE FILL (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) 22 METER VAULT DETAIL
== (3/4"CRUSHED ROCK TO EXTEND BEYOND JUNE) (STRAW DUALITY SHALL BE DRY. UNCHOPPED & UNWEATHERED)
OR STONE) 6
(APRIL 15 -AUGUST 15) ASPHALT TACK--------------------200 GAL./TON OF MULCH DOMESTIC SERVICE
- GERMAN MILLET--------------- 40 LBS/AC
- 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NE TT ING.OR DOMESTIC
SOD (AUGUST 15- DECEMBER 30) A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
SYSTEM AS A MULCH ANCHORING TOOL.
ASPHALT STRUCTURAL TURAL RYE (GRAIN) CESSA---TO EXTEND
TEMPORARY
- 25 LBS/AC 2, A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
DESIGN BY OTHERS (IF IT IS NECESSARY TO E%TEND TEMPORARY COVER BEYOND DUNE 15. SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
OVERSEED WITH SOLE/AL KOBE. )
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
PERMANENT SEEDING MIXTURE AS PREVIOUSLY INSTRUCTED.
DETAILS
GEOGRID DEPTH TALL FESCUE---------------- - - 60 LBS/AC MAINTENANCE
FINISHED GRADE PENSACOLA BAHIAGRASS------------- 50 LBS/AC
------------ - F GROWTH THAN FULLY ADEQUATE. R F RT THE N YEAR
SERICEA LESPEDEZA 30 LBS/AC I G OW IS LESS N ULF DLIZ E E E LIRE IN E SECONDTHE RETREAT at ARTERET PLRCE
KOBE LESPEDEZA------- - - - 10 LBS/AC WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
COMPACTED SUBGRADE. 4"PERFORATED PVC FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
95% MODIFIED PROCTOR DENSITY ,
DRAINAGE TILE_ sa.."
PLATE OR INER TO OR CRUSHED S CONCRETE
BASE COURSE
LEVELINGEPADTONE 17 SEEDING SCHEDULE SEE LANDSCAPE ARCHITECTURAL
6 MIL IMPERMEABLE
PLANS FOR ADDITIONAL INFORMATION MOREHEAD CITY TWSP. , CARTERET COUNTY. NORTH CAROLINA
PLATE OR LINER NOTES: OWNER : BROWN INVESTMENT PROPERTIES DESIGNED:
1. INSTALL PER MANUFACTURERS RECOMMENDATIONS CHESTER BROWN, III GYT -
2-3 INCH WASHED STONE
2. THAN
REQUIRED WHEN FINISHED GRADE OF WALKING SURFACE IS 30" OR GREATER (6" THICK) E G E
THAN THE ADJACENT FINISHED GRADE. _ �W`W,W&BBMEME,p4W4/j ADDRESS : P. O. BOX 930
691 3. ALL RETAINING WALLS GREATER THAN 42" IN HEIGHT TO INCLUDE SAFETY HANDRAIL. PAVEMENT s,Q-�``WCA"O / GREENSBORO NC 27402 GYT
EX. EDGE OF •EWW • ,y' `,
SCALE. NOT TO SCALE z ��OF ESS/01!W2 ♦ 'vOY 0 4 D;
3�=�¢Q PHONE : [phone] RDC
eGRASSPAVE2 AT ASPHALT EDGE 13 KEYSTONE RETAINING WALL a SEAL s - APPROVED:
�50, MINIMUM , 36970 ; _
Q "lI"1H1 ' G�JILILIDP][�]Ell� GROU P, IP.A, GYT
SHEETCEB 3C,,R YE';��IG �� ENGINEERING & SURVEYING SERVICES DATE : 9�23/19
SCALE: NOT TO SCALE �i*�G't,C�Wy I (� ( 151A HIGHWAY 24
PROJECT#PM1558BIP-001 18 ���iuuemmW� � MOREHEAD CITY, N.C. 28557
DESIGN FILE: PM1558/PM1558BIP-'001 CONSTRUCTION PHASE3.dgn e STONE CONSTRUCTION ENTRANCE - -- -- [phone] LICENSE N0. C 4482 SCALE :
GING TURNER, P.E. DATE AS NOTED

mu
/ r/ 1 `. NO ADDITIONAL DRAINAGE
/� AREA TO BE DIRECTED
o ,' }'I � ', 1 `, N/F FANNY BIANCo
z ----- TO THE RIGHT OF WAY l \
,'-;> / �' ; �► �`, DB. 1503 PG. 42s --- "- ,�a` OR STORMWATER POND „ 1
1 ' / / /T j a�f �.\ N• C• PIN# 637613143525000
.� ZONED( R201 ,r /� ADDITIONAL WETLAND AREA IDENTIFIED ' 71, 1
EXSSMH RIM = .45`� / �)..__ SIG; / ,Ilplll \
PIPE 71 28LF / ' ' ^ BENCH ELV. = 37 . ' I_ --____ \i,_, \;,. BY USACOE APRIL 2015 AND EMAIL AUGUST
/ 24"HOPE a o.3x /) ; }• INV. ELV• = 7. `. _ NO ADDITIONAL DRAINAGE - T -� 2015. ISOLATED WETLAND r ,/ f'fl I A
N� STONE . .. . / D11 _ I
AREA TO BE DIRECTED
CONSTRUCTION ,' \ / GRATE T5,,0 �(�, yG-, _\�/ _ , ` nll 1 �. ram- _ __.\__-_-
INV t1.5S TO THE RIGHT OF WAY LAND DISTURBANCE ------------
ENTRANCE _ r [�o11.Talg;¢ \li °` ! � _:S.=tea. \ \
EY LIMITS. TYP
N IPE 10 141� OR STORMWATER POND (APPROX 3.98AC) ai!Y ` - - - _ _ _ _ _L `-'
PIPE 12"SOLF 24"HOPE a 0.3%
24•HOPE a 7L/ / _ ♦/ 1iC. . _ �!_��i.�• -� .. ... ��
N ♦ WOODS -_ - - - __ - -*� EXFE --- - - -- ----
- - - \Y
CLASS B �♦ �`�� _ - ---- -- ---'------ - ---- ...._ \ __ -.. _._- _ - HI1/Y_6T
LENGTH j(
CL NIDT 1 ff ' / I / I ,/ ♦, ��` _ - __ - _-_.._-. ___-PIPE 7 ___ - --__ 11 - _ _ __ "-
DEPT 18Y' �� ____ 26LF ]S." -
/ -Y - ♦ y PIPE 4 _ __-___ 1-B.-7 • 0.3% 1 _ __ - __-__ _ ` / f / _ �e�, ________-_-______O
/ y TW . \ - _X.RV{-113 r0 JB�f4 D '�___ - _-_-- _ _ _-___-__._-____ --_ ___
M �'/ a / ♦ yLSn � �..- f8"ROPE I3
I'n /.�/ y i '/ �J \�� $IBO _ l _ �'_- --I _ _INV 14.55 �� • 0.S _ __ _ - '-_ _ 1 \ '__ __- r/r 4 ' /
CO
/:(/ rar / • ' I '4 lyf3�6T 26LF5"NOPE �- ... "' _ INv u.o7 -�" L
/ Y' I �� • 0.3x - ��- -""` _ _ N INV= 14.14 y` r1111 / STONE Ta(
-- -•� - "'-^PIPE 2 1 \ S INV= 14.54 / !N p'/�%:// CONSTRUCTION
Z26LF-18-NDPI " \ "SILT II p, r�� ,
/
2 •"� ��\ ` FENCE. TYP / I 1 � S ENTRANCE
/, /r,Y• / \ ��_ F �., � --- \ __--' _---""'' � 1 REMOVED & REPB/kCED rlq /• '
a ND
�� I s• e°rn i - ,, y _ y� F ,e'HOPE I LAND DISTURBANCE I WITH 54LF 24 PE n '
i T7, '� _ _ F-CN'7:50 .-�•� PIPE 6 .3x 1 LIMITS. TYP `\`
' .p Y �- --- - •..... 24•HOPE N 0.34% - _ m
_ 1 IAPPROX 3.98AC1
❑ CLASS flIPR / \ \ •( lllllrl ' /' T�
B AP II \ \
��- t8 ,• / 111E LENGTH 12'
WIDTH = 6'
/ i/ �/ / 11•�8.0 �L�. � _ \L Jam, \ _Su1 1111E DEPTH IS'
RA1 i J 1W
MV 12. TTOM `_- 111111E 111111E /'i
,i/ N/ 7• / , ` 11
\I/ ;/ \I/ � .e•$Y jam -\ PIPET 10LF 11111 1111E i�i/�''/ ♦ ` WOODS ,__-_ _`- - I `\ Ae lr� /'0 LEGEND
24 - -
__ \ \ / / ' \ / \,I/ \/.�/ 1 \ 111111E 1/i I ♦ --
AC AC LT LINEAR FEET
c BLOC _ BEARDING MAX - MUM
TR STIOT `\ \\ _ r,-, ^� WOODS `,ham_>-_ i CFG BEARI- CUBIC"FEET W - MIN MANHOLE BUILDING LINE
\ `''�// I ,/ / --- _ [ \I `.� ,J/ _ -\�j � _ �• t6 \Y `� __-'e �3 I CL _ CENTERLINE MIN _ MINIMUM
Y , // / DR DRIVE N/f NOW OR FORMERLY
XARDE OVERF �[. \�/ _ \\ - / _ �- \ / `�h // / DI DROP INLET NTS _ NOT TO SCALE
/ I - \ `-� '��/ �L�IG ` �� �`` \I✓ \% -.--�- ` DIP DUCTILE IRON PIPE O.C. ON CENTER
-- - -- `- - - / /// , EL - ELEVATION R - RADIUS
- '-St- - I KRF�S$ = 1 �'L �L \� \i/ '� ��yiG\r� �� / \ / A /// EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
\ \ 'A� ---------- -_ y
POND DESIGN SUMMARY - - \L� �'� �G�G \✓,I \/ V/ ��y"�}y=�r _- EDP - EDGE OF PAVEMENT R/N - RIGHT-OF-NAY
EX DRAINAGE AREA 304.000 SF SIG �G �iG ./1 `\�G_ ,G - \
\�} ETLAN4 P
\ \ \i \ /!/ I // / FE - EXISTING ELEVATION SNMH _ STORRMORAIN MANHOLE
\ ys-\ \ FES - FLARED END SECTION SIR - SET IRON ROD
IMPERVIOUS AREA - _ _T• l7Cjl7-L"�IVC7iCr _ y _ A_ _ e'' i1 1 I / FF - FINISHED FLOOR S7A - STATION
PHASE t -91----- 1 I FT - FEET TC - TOP OF CURB
\; 1
�\tC �!. \• V�L _i Ste' a
I \ _ _ \_/ i \ _ Gv - GATE VALVE TSN - TOP OF SIDEWALK
STREET = 49.880 SF -- ________ / :G �L,.G -�LG \,l �,1 �:C.�% \ L .�/.i/ �C :�✓ J/�'G _ __ ._ , I - , /
STREET SIDEWALKS _ 7.T93 SF 'F"----------' T I\ \ \ /' Ixv - INVERT TYP - TYPICAL
PHASE
BUILDINGS = 5.073 SF \ \ '�G1�G �G �G-'� �G_"C- �'� �:/ y/ _"Lades ✓ y "l \}l \l _ -•LJGyG / 1 '//
PARKING/DRIVES _ 23.194 $F - \\\�� -SF- SILT FENCE --18-- EX ISTI NG CCNTOUR
SIDEWALKS = 8.053 $F ` JL - . ` - i � �G' -
FUT RE 46B?637FSF ts-_____________ \`\ ---5r�� -```_'�� - // '/ \\\\ �\ �• „�\�y �y� �C al_ �l!��:L ��,/ \✓_ I� �•G t , ' ,' f r -SS- LAMP DISTURBANCE LIMITS
_
/ 1 , - -SS- PROPOSED SEVER
TOTAL = 167.200 SF - ��-------_ � \I \i/ W \I / _ \ \ Yrr \ \I/ �,'✓ \ �� ' ` � ' \ - - -----1 T'/ / -W- PROPOSED WATERLINE
__-- �,� �,L�l .. �✓ �L -'�1T_ _�%yL_ \✓ / 'v/.�/ _\�/ .V. � ��L \✓ .i/ _ ROCK DOUGHNUT
%IMPERVIOUS - 55% (WITHIN DRAINAGE AREA) 60 30 0 60 120 ® EASSEMEENTSTORMWATER/DRAINAGE
PERMANENT POOL ELEVATION 13.0 FT - _ © WETLANDS
PERMANENT POOL SURFACE AREA REO'D - 10.640 SF
PERMANENT POOL SURFACE AREA - 13.144 SF - - � CONCRETE
PERMANENT POOL VOLUME - 55.398 CF - - SCALE: 1 "= 60' - FILLED WETLANDS
STORAGE POOL ELEVATION = 14.22 FT (REOUIRED) - - -
STORAGE POOL ELEVATION - 14.45 FT (ACUTAL)
STORAGE POOL SURFACE AREA - 18.4T9 SF
REO'D STORAGE VOLUME - 20.710 CF (REQUIRED) NOTES:
PROPOSED STORAGE VOLUME - 25.461 CF 1. FORESAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION. 18 _ _ _ _ _ _ _ _ _ _ _ _ ____
2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE AND/OR EMERGENCY POND DRAINING. - ---- - - - -- - - - - - - - -- - - - - - - - - - - - -
FORESAY DEPTH . 5.0 FT _ _ - -
-_:- =\\\ A 7. SEE SHEET 4 FOR WETLAND PLANTING PLAN.
FORESAY VOLUME - 10.582 CF 1T• tB.A ` II��--=8_C__-1`II„ 18 __ _ _ ____ _ __ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ __ __ __ _ _ _ _ _ __ _ __ _ _ _ ___ __ __ ______ _ _ - 78 17 _ _ _ _ _ _ _ _ _ _ __
WIN BASIN DEPTH = 6.0 FT W T ��� 1 1111T7"'f 0- 1 WALL 9"TA.5
MAIN BASIN VOLUME - 44.816 CF - CAN �/ I I, 1 , 1I1101 1111E 17 - - - - - - - - - ----- - -- - - - -- - - - - 17 16 - -- - -- - - - - - - - -
_ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ ____ ___ ___
.JEIK
_ _ __ _ _ _ _ _ _ ____ _ _ _ _ _ __
NlJ•-� 11111E IIII 11 din 1�11110 FOREBAY I�Ililli 16 - - - - - -- --- - - - - - - - - - - - - - -- - -- - - -- - - - - -- - - - - - - - - - 16- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- AVERAGE DEPTH - 5.29 FT (USED 5.5' FROM SA/DA CHART) 1 1 111 J _ - -_ _��+T$ERM PER____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'S - - - - - - - - - - - - - - -
-��� 111111I1 pN 11 171 j11111 /�/i ijil 15- - - - - - - - _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - _ _ _ - - _ -_ - _ _ _ _SHEEI 3_ _ _ _ - _ - _ - - - _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ - -_ - _ _ _ _ _ _ _ _ _ _- _ 15
A �� b III 1IIIt1I1 '/ /''// 14 =�F.DIL_IUD�ATYFNT SIDRADEJGQLEL14.2D4C,ILII{_SREdT4EdT_.VGBAGE F901. ELL9A4F�c========c===____=====c=c=====__= 14 -- - - - - - -
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' MAIN BASIN 1 I• I 1111E / / i, / / - - - - - - - - -- - - - 14
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It II I111 _ _ - _ _ _ _ _ _ __ __ _ _ i__ _ _ ___ _ _ F- - - _ _ _ _ _ _ _ _-__L _ ___ _ _ _ _ _ _ _ 11 t t _ _ _ _ _ _ _ _ _ _ _ _ _ DEADMAN AS REOUIRED.TYP
_ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _
TRANSISTION TOP WALL - - - - - -- - - - -- --- - --- -
ELEVATIONTO16.i5 � 10 _ _ _ _ _ __ _ _ _ __ _ _-Ma ` ___ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ -_ _ _ _ _ - - __- _ _ _ _ __ - _ _ _ _ - - _ _f,^ __ __ _ _ - - _ _ _ _ _ _ _ _ _ - - - - _ ---' _ - -__ _ __ - _ _ _
FOR EMERGENCY OVERFLOW _ / a M MAIN BASIN ' 1p 10 - - - - - - - - -
_ _ _ _ _ _ _
PONDACLESS � ���/ 9 _ _ _ _ _ __ _ _ _ _ _ _ _ _�+ow _ _ _ _ _ _ - _ _ _ _ _ - __ _ _ _ _ _ _ _ _ _ _- __ _ __ _ _ _ _ _ _ _ _ __ - __- __- - _ _ _ _ 9 VINYL SHEET PILE.TYP
FOR MAINTENANCE _ __ __ __ _ _ _ _________ __ _ _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _. ____ _ _ _ _ _ _ _ _ _ _ _ _ __ ___ _ _ _ _ _
< EXISTING MATERIAL
8 __--___ _ EL 8.0 SED VENT TO BE
_ __� tlp1 _ _ _ _ __ _ _ __ _ _ __ _ _ _ _ ___ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ ___ _ _ _ __- T 9
ZO 7 v 8 p T DEPTH BASED ON STRUCTURAL
5B.1g"E 6 _ _ _ __ _ _ _ _ _ n'• s '. w v -ram .x - - + w�La,t+•!•r s;-- --./• ��ryuµ.i',.yN,'.i: a{.L2•y Si? _ _ _ _ _ __ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ _______ __ _ _ _ __ _ ___ __ _ _ _ _ 7 _ _ _ _ _ _ _ _ _ __ _ _ OETERMI NATION BY OTHERS
5 L
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34 NTT 16.99 - _ A IN __M __ _ _ _ _ _ __ __ ____ _ __ _ _ _ ___ ___ _ _ _ _ -_ __ _ _ _ __ _ _ _ _ _ - _ _ - - - g
268• 512.01'44"E - g ""•-.`:.
4
O 5' S' VARIES 24' S' 13' VARIES II, '
26.82 584.59128"E p POND X-SECTION A-A" POND RETAINING WALL
7
•L�6 SCALE:
A 19 VC 1'- S' - SCALE: NOT TO SCALE
51 H: 1'- 20'
149.95 N84.5g'28'11 Sy1
163.3E N82.2g'37"W O TRASH SCREEN REMOVABLE ALUM. GRATING FLOAT -.
STORAGE POOL (RETAINING WALL) MyNIL"D}5 GAL - 10DA OR Eou MESH 7 1
3' 13 x s BRG• BAR. STANDARD MESH 4"x i` WITH TRASH SCREEN
LENGTH - 30.03 LENGTH = 21.88
RADIUS = 101.00 RADIUS = 19.00 - - -
CHORD LENGTH = 29.92 CHORD LENGTH = 20.69 WATER ENTRY UNIT
CHORD DIRECTION - N86.29'24"E CHORD DIRECTION - S20'ST'48"W ORIFICE OPENING INSIDE
S,�,Q;JZSTQRR�f„ POOL EL 1fi.� EL16.1 THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC READ
LENGTH - 29.845 LENGTH 4 = T5.25 FLOAT END VIEW
RADIUS = 19.00 RADIUS = 99.00 52 15• r
CHORD LENGTH = 26.87 CHORD LENGTH = 73.45 44•
CHORD DIRECTION - S57.01'44"E CHORD DIRECTION - S75.43'51"W I
NTT,Sg 16"E 5O I - J @@V@���.,ry
j Z 16.99 T //\Il- L µGP°3 PIPEOt)BERRELPOR ARM)VC FLOAT PVC VENT PIPE �p� ( �l ®
NTT,Sg'16"E ro o S12.01'44"E SLP9M'eE�P9L.�L_1 Sii5 EL14. 5 I I II 2 MOPE SO ,$ 998 '
199.A9 $ s FOREBAY O 9E9 J1."5im9GE E�14..M 'TrWP�S-LD77DEr I NORTH CAR( �NFY''ViRONSLCMEI1N ar-■^_ar-
/ INV12.7 SBARRELPOR ARN> A ` l:9MM'J77'014 •'-Y""°���
a - INV72\7 FLEXIBLE HOSE - �NACEMEN.
m m 6"PVC TEE 72 -� C FLEXIBLE HOSE ���� \10-��b `R 2 2011
N N •5 �+ DRILLED 2.25" F - 4 8Y. .,ud (f�JL13
MAIN BASIN A. ♦9 ORIFICE EL12.0 - `�'L�EX7ENDED BASE F4'C77/8• -
w i L•La.7 _ TOP VIEW 0:• Ny
PERMANENT POOL (EL13.0) 0 7 55s
LENGTH 5 21.99 LENGTH OO = 8.000 150.g3 INSTALL SKIMMER (DETAIL THIS SHEET) AT ATTACH FLEXIBLE NOSE TO ORIFICE -
RADIUS O BEGINNING OF CONSTRUCTION. ONCE {ITE 2.5" SKIMMER RECOMMENDATIONS
CHORD LENGTH = 19.80 CHORD LENGTH = 8.0E - !'182.2g•37,W g IS STABILIZED REMOVE SKIMMER 6 6 SCREW
CHORD DIRECTION - S57.01'44"E CHORD DIRECTION = S56.23'42"W - ON CAP AND H 2.25FA WITH 6-SCREW ON CAP 2.25" OR 1F ICE
DRILLED WITH 2.25 ORIFICE
LENGTH 6 jq,00 LENGTH
- 94.00
RADIUS O J. W. FAIRCLOTH 6 SON INC.
CHORD LENGTH = 14.00 RADIUS
LENGTH = 5T.26 TELEPHONE-.
(919) T32 COM
CHORD DIRECTION = 15.257 48"W CHORD DIRECTION = 579.46'08'W POND A - TELEPHONE: 732-1 T3z-1244 REVISIONS: -
OVERFLOW DEVICE FAIRCLOTH SKIMMER FAX: [phone]NO. I BY I DATE
SCALE: 1"= 40' SCALE: N07 TO SCALE $CALEe NOT TO SCALE / GYT 6/16/16 SWALESCR/PrION
SEEDING SCHEDULE -
2 GYT 8/20/16 AND ACCESS
3 &yT „6,16
CONSTRUCTION SEQUENCE SEED BED PREPARATION 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED 4 GYr6/6/16 ! R
- LIME----------------------------- 2 TONI 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
1. INSTALL STONE CONSTRUCTION ENTRANCEIS).
2. CLEAR AND GRUB SITE. REMOVE ENOUGH TREES FOR CONSTRUCTION. 10-10-10 ------------------------- 1.000 LBS/AC TO 30 LBS/AC
3. INSTALL SILT FENCING AS SHOWN ON PLANS. WITHIN AREAS CONSTRUCTION.
CONSTRUCTION. SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED 3. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND 5 GY)'9/l9/16
4. ROUGH GRADE STREET. IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED INCREASE KOBE TO 40 Les/AC. STORMWATER, POND A DETAILS 8 EROSION 8
5. EXCAVATE AND CONSTRUCT DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE 4• BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET SEDIMENTATION CONTROL PLAN
6. INSTALL WATER. SEWER AND STORM DRAINAGE. WITH INLET PROTECTION. TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD
DISKING. RAKING 0R HARROWING. GROOVE OR FURROW SLOPES STEEPER 25 LB/AC RYE (GRAIN). THE PRESERVE AT CARTERET PLACE-PHASE 1
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE OF PAVED AREA. THAN NG. ON THE CONTOUR BEFORE SEEDING. -
S. INSTALL CURB AND GUTTER AND PLACE CABC.
9. PAVE STREET.
10. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS. TEMPORARY SEEDING MIXTURE PERMANENT SEEDING MIXTURE (SHALES a DITCHES) MOREHEAD TWSHP, CARTERET COUNTY,NORTH CAROL INA
INSTALL ALL PLANTS PER LANDSCAPING AND POND VEGETATION PLANS. (DECEMBER 1 -APRIL 151
11. REMOVE SILT FENCE AND REGRADE SEDIMENT BASIN TO DESIGN SPECIFICATIONS. RYE (GRAIN)---------------------- 120 LEIS/AC
COMMON BERMUOAGRASS-------------- BO LEI
LESPEDEZA (SCARIFIED)---50 LBS/AC MULCHING BEFORE YOU DIG: OWNER: BROWN INVESTMENT PROPERTIES DESIGNED:
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT NC ONE CALL CHESTER BROWN, I I I RDC/GYT
TO EXTEND BEYOND JUNE) ST(STRAW DUALITY
OATS. BARLEY.RYEI----- 1-2 TONS/AC )AFTER SEEDING) (TOLL FREE )
MAINTENANCE PLAN (STRAW OUALI TY SHALL BE DRY. UNCHOPPEO d UNWEATHERED) DRAWN:
(APRIL 15 -AUGUST 15) ASPHALT TACK--------------------200 GAL./TON OF MULCH aaaaaMalall ADDRESS: P. O. BOX 930
1.ALL
OLLOWINGIEEVERY CONTROL
RUNOFF PRODUCING SHALL
RAINFALL CHECKED
ORFOR
ATSTABILITY
dICEAND
A WEEK. REPAIRSSATGUSTMIS-EDECEMBER 3°) - 40 LBS/AC t AP �CHOANCHORING STRAW.
TOOL. AANCHOR
DISK WITHWBLBADES TACKING
NEARLY ASPHALT.
STRAIGHTNCAN IBE•USED O ���,,,OPf N•'S� OZ/WW4� CHECKED:C/GYT
AND GREENSBORO, NC 27402
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN. AS A MULCH ANCHORING TOOL. O �, • FE si ti o_ RDC
RYE (GRAIN)---------------------- 25 LBS/AC �QD oy,9 PHONE: [phone]
( IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15. 2• A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF . • -
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT OVERSEED WITH SOLE/AC KOBE. ) SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW SEAL 9<: _ ,g STROUD ENGINEERING PA APPROVED:
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW . . GYT
AS PREVIOUSLY INSTRUCTED. '? 70 • H COMMERCE STREET
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE PERMANENT SEEDING MIXTURE ? lOr -
SHEET2OF6 TALL FESCUE---------AHIAGRASS------------- so LBS/ACBS/AC MAINTENANCE (OR 1-800-632-4949) '�G/':;1,GINEEP:'Q �' GREENVILLE, NC 27858 DATE:
PENSSEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
PROJECT* PM1558BIP'-001 SERICEA LESPEDEZA------------ -- 30 LBS/AC IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR IT'S THE LAW gW,y�1 ••..„f. Pa4i,� (�58-9352 � LICENSES N//OTC/-PPPP,047 6/10/16
1-,(-J--I-1-L-
KOBE LESPEDEZA---------------- -- 10 LEIS/AC WITH THE LB/AC E. RESEED.
FERTILIZER. ADD AS NEEDED WHEN SERICEA IS OMITTED Fp MMIRM►aaaaaA, - � �- � SCALE :
DESIGN FILE M PM1558-161P-001/PM1558-1 CONSTRUCTION PHASE 1.DGN
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. GI ER .TURNER P.E. 1 "= 60'
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AC - ACRE INV - INVERT \ \ \ \ \ \ \\ \ \ \```` ,�q\�; ` \ \` ,` ,`\`; ` ♦`,\ \``\ \`\\ ` \ \ \ �\`�\\ ` `\ \\ \\`\ \ `\` \ -
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BRG - BEARING YA% - W%IWY \ \ v \ \ \ \ \ \ ,\ \ \ \ ;;\ \ \ \ \\\ \ \ ♦ \ \ Iw,. `,\` \ \ \ \ \ \ \ \ \ , \\, \`, \` v \ �` \ \ \
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CL - CENTERLINE MH - MANHOLE - \\ \ \ ` ` `�;\;\\\ \ \ \`
CO - CLEAN OUT MEN - MINIMUM - _ / \ , \ \ \ \ \ \ \ \ \` \`,` \ \ ♦ \ `` `` ` �\ \ \ \ /
\ \ \ \ \ \ \ \ \ \ \ \ '\ \ \ \ ,\ , \ \ \ \ \ \
DB - DRAIN BASIN N/F - NOW OR FORMERLY / \ \ \ \ \ , , \ \ \ \ \ \�,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
DR - DRIVE HIS - NOT TO SCALE ` \ \` \ \ . \ \ \'\�\ \``.\ .` ` `\ , IN IN \`
DI - DROP INLET O.C. - ON CENTER ,\ \ \ \ \ \ `;;; ``` \ `/< \ ` \` \`\\`
DIP - DUCTILE IRON PIPE R N I
- RADIUS , v \\`,\`\ \\ . , \�\ \\\\`� \` \`
DI - ELEVATION RCP - REINFORCED CONCRETE PIPE ,\ ` \ \ \ \ \ \ \ \ \ \ `� < \ < \ \` ` `\``\ \ \ \ \ \\`,\ ,` `, ` w`\\`�\\\ \`,
EIR - EL IRON ROD R/M - RIGHT-OF-WAY - ` ` \ \ \ \ ` \ \ \ \` .\ \ \ < ,\, \ ,` \� \ \ , \ \
EDP - EDGE OF PAVEMENT SDW - STORMORI IN MANHOLE `\\ \ \ \`, \ \ \ \ \ \`\. \; \ \ \ \ \ \ \ ;\ \ \ \ < \ \\ ,\`,` \�\`,` \`\` \`
EX - EXISTING SD - SWEET ` ` ` ` DRAINAGE AREA MAP
FE - FINISHED ELEVATION SIR - SET IRON ROD \ ` ` ` ` ` ` ` \ ` ~`\ \ ` `
FES - FLARED END SECTION STA - STATION \ \ \ \ \ < \ \ , \ \ \ \v \ \ \ \`% \ \` , \ ``\`,� : \`
\ \ \ , \ \ \ \ , , , \ \\� \ \ \ \ ` ` �\ ; THE PRESERVE AT CARTERET PLACE-PHRSE 2
FF - FINISHED FLOOR TC - TOP OF CURB \ \ \ \ \ \ \ �V \ \ \ \ / ` \ ` ; \ ; \ <
F7 - FEET i5W - TOP OF SIDEWALK \ \ \ \ \ \ \ \ , < <y`;\``\\`^ \ \ \ \ \ \ \` ` ,` ` \ `
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—SF— SILT FENCE 91 9 SEWER FORCEYAIN -
-LD- uW DISTURBANCE unrs --+e - Exlsnxc cDNrouR MOREHEAD TWSHP. CARTERET COUNTY.NORTH CAROL INA
—19—PROPOSED CONTOUR \ `` `;,\ \ \ \ \\ \\` \ \ \` ``\�\�` ♦ ` \ ♦ ` `\`,`\\` - -
-SS— PROPOSED SEWER
—W— PROPOSED DOMESTIC WATER ,\ ,\\ \� \ \ \ \ \ \ \ \ ` 7,
may- PRovosED FIRE LINE \ \ \ \ < \ \ \ , ,\ \` , \ \\ \ \ ,` ` ` OWNER: CHESTERBROWN INVESTMENT I PROPERTIES DESIGNED:RDC/GYT
\ < \ \\ < \ \ , ,, ,\ ,\ \ \ \ <\ \ 1
STOR/WATER/DRAINAGE ROCK DOUGHNUT ` ` ` ` ` ` ` ` `` `\ `` ` , ` ` `` ` ` ` ` RAW
EASEMENT , `,\` < \ \ . \ice \ \` \` ADDRESS: P. O. BOX 930
DUKE ENERGY LIGHT POLE ` ` ` ` ` ` \ \ \ ` ` ` \v \` \ ,\SSSBfBBWP
® ` ` ` ` ` ` ice` ��••`N pqq �•as GREENSBORO. NC 27402 HECK RDC/GYT
CONCRETE CURB TRANS MST ION ` \ ` \ ,` ,` ,\ \ ♦ \ \ \ \ i`
RBRIBIRIM
FILLED WETLANDS CONCRETE RIBBON CURB \ \ \ \\ \ \ \ ` \ \
\ , , , , :�•�O..oFESB/o �9'I* PHONE: [phone]
RDC/GYT
` = '¢Q SEAL S. S STROUD ENGINEERING, P.A. APPROVED:
SHEET: DRAINAGE AREA MAP 60 30 0 so 120 "s 38970 i 151-A HIGHWAY 24 GYT
MOREHEAD CITY, NC 28557 DATE :
PROJECT#: PM155861P-001 ';�'/•�'�'.I'GINE;�e'�wQ•�� I25�I 247 7479 LICENSE N0. C 0847
/1. /N��A-' I 8/1 /16
DESIGN FILE#: PM1558BIP-001/CONSTRUCTION.DGN SCALE: i "= 60' g,'''O�nF��,;,pe'��,, — ��ITURNER
`� a r /�-- SCALE:
GINGER PE 1 "= 60'

71
THE PRESERV AT CART R T PLACE � PHASE 2
PCARTERETCOUNTY , NORTHCAROLINA
MOREHEAD TWS
INDEX OF DRAWINGS
SHEET 1 SITE STAKING PLAN
CLIENT: ENGINEER: SHEET 2 OVERALL STORMWATER & EROSION CONTROL PLAN
SHEET 3 ENLARGED GRADING, STORMWATER & EROSION CONTROL PLAN A
BROWN INVESTMENT PROPERTIES S STROUD ENGINEERING, P.A. SHEET 4 ENLARGED GRADING, STORMWATER & EROSION CONTROL PLAN B
CHESTER BROWN, III T 151 A HIGHWAY 24 SHEET 5 ENLARGED GRADING, STORMWATER & EROSION CONTROL PLAN C
P.O. BOX 930 MOREHEAD CITY, NC 28557 SHEET 6 DOWNSPOUT DRAINAGE PLAN
SHEET 7 POND DETAILS
GREENSBORO, NC 27402 252-247-7479 LICENSE NO. C-0647 SHEET 8 POND VEGETATION PLAN
336-379-8771 SHEET 9 UTILITY PLAN
SHEET 10 PLAN & PROFILE : STA 0+00.00 THRU STA 25+25.58
SHEET 11 PLAN & PROFILE: STA 25+25.58 THRU STA 31 +27.25
SHEET 12 SITE & DRAINAGE DETAILS
SHEET 13 WATER & SEWER DETAILS
SHEET 14 LIFT STATION PLAN (ALTERNATE NO. 1 SEWER)
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PHASE 2 CENTERLINE CURVE DATA GALANTIS ROAD RIGHT OF WAY CURVE DATA _
C1 RADIUS = 33.9T' C6 RADIUS = 50.88' 11 RADIUS - 194.00'54' RADIUS = 477.51' RADIUS = 290.00' - 0
LENGTH = 33.97 LENGTH = 50.88' LENGTH 94.54 LENGTH = 36.51 LENGTH = 49.07 - _
CHD.BRG = 529'41'10"E CHD.BRG = S64.12'04"W CHD.BRG = S27.03'19"W CHO.BRG - N45003'00"E CHD.BRG - N82.4 '07"E O -
CHD.DIST= 33.68' CHD.DIST= 46.52' CHD.DIST= 91.06' CHD.DIST= 36.56' CHD.DIST- 49.01� - - - Z
C2 RADIUS
= 132.83' © LENGTH = 62.83' ® LENGTH = 124.02' ® LENGTH 300.28, ® LENGTH = 35/.T6' -
CHD.BRG = 542°04'S0'E CHD.8RG = S22.31'38"E CHD.BRG = SO4.33'37'W CHD.BRG = S77.27'01"E CHD.BRG - N77.27'01'�' - -
CHD.DIST= 128.54' CHD.DIST= 56.57' CHD.DIST= 24.00' CHD.DIST= 291.16' CHD.DIST= 341.OT' - -
C3 RADIUS = 35.00' C® RADIUS = 100.00' 1® RADIUS - 350.00' - -
/ LENGTH = 34.27' LENGTH = 59.27' LENGTH WN 59.22'
> - - CHD.BRG = 505°30'17'E CHD.BRG - S39.27'19"W
CHD.DIST= 32.93' CHD.DIST= 58.42' CHD.BRG = 59. 49'07'w
N C• / / - © RADIUS z 35.00' C9 RADIUS = 212.50' - CHD.DIST= 59.15' �I �� ��� _ I I
N
/ > LENGTH 62.63' LENGTH - 74.47'
CHD.BRG = 584 49'S8"E CHD.BRG = �
N77.37'33"E
24.17 c , SS?° / CHD.DIST= 54.61' CHD.DIST= 74.09' - �'� ELy{141'ID�`V N
RADIUS = 35.00' 7® RADIUS = 212.50' �� ,/ G11/_ r 96.19 „
= 72.11' LENGTH = 49.86' N87 39 58 E _ CL
LENGTH , „
CHD.BRG = N15.07'370W CHD.BRG = 560.51'45'W N87.39 58 E 1 --___- .---------
/ j/ '•\ '';\ CHD.DIST= 60.02' CHD.DIST= 49.75' - --- -- - ----- ---_- --- -- --------- -- -- t' -!--i---+- IN
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GENERAL NOTES R \ ; « �'� �w _. y/_ _� � FFCtLAP, JI _ _l v� z ----- ---
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1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
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2. ALL RFOUIRED PERMITS AND APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED x sr - - F PROPERTY
PRIOR TO BEGINNING CONSTRUCTION. EGs9szg,as EIR s rrEto a, 1P,fi� \• \ / �L \��/ y' 4� _ .f. , -
3. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND FIELD °sT sE•7G ,G.S/Gx. Tr "' R2K.5 E -
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CONDI-i-IONS TO THE ENGINEER. c z ` / q rcNN
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4. ALL UNDERGROUND UTILITIES. STORM DRAINAGE FEATURES. CONDUIT. ETC. SHALL BE IN PLACE xVE m "`
S
E< 1, `�, / :_� ° rox '" P•. , - __�/ / i _�I\ u_ i V �� �-_ . .�[_. N/F
PRIOR TO THE PLACEMENT OF ANY BASE COURSE MATERIAL FOR PAVEMENTS. ,67,6 ,ry '-�-' \� > ' :xi rEq pr B( l - -_-*'c - yl-,l_ �::- u_ ✓ -/ vc -ICJ! -\.-=Wit_ /_1G _
3, "-. ,w/ pFr a ks \ •a ,o°ryW.•gE TA�i �/ I BENJAMIN E. THOMPSON
5. CONTRACTOR SHALL INSTALL EXPANSION AND CONTROL JOINTS IN PROPOSED CONCRETE PAVEMENTS IN AN a / a P Ey63gegE C<p" tt �, !� ,, , \ / \;/, \ \/. ,,;� � i yam_ I - DB.748 PG.374 - -
ACCORDANCE WITH THE DETAILS AND IN THE LOCATIONS SHOWN ON THE LANDSCAPE ARCHITECTURAL PLANS.
��` - N.C.PIN# 637614236821
NN
6. SEE LANDSCAPE ARCHITECTURAL PLANS FOR FENCING AND GATE POST LOCATIONS. ^� x 5 ! s 5 y\SG\3 3p-% � . iyE.tgq�3,g � ZONED PD
T ,
7. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS. tx /} /1 Pt \ \ss, d5
- M 'N6 � 2iu�/�k t@ { �_ V a AB 5\. �`'� ^T/
8. SEE LANDSCAPE ARCHITECTURAL PLANS FOR PARKING REOUIREMENTS. INCLUDING HANDICAP PARKING. '//•1 4 �✓ t % E ^ a �-
s
PROVIDE ACCESSIBLE CURB RAMPS WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB.
/ RDA \ Nr � s / \Ir �--20 DRAINAGE EASEMENT
4t /9C EyEJ'53E-91 38°l9•gl f�,\ s s.... � ., V, „/ i - PER MB.15 PG.38 -
9. SLOPE IN HANDICAP PARKING AREAS NOT TO EXCEED 2% AS PER ADA STANDARDS. _ • 9 s> !' { -
�ryR4.5 { /
10. PROVIDE SIGNAGE AND STRIPPING OF HANDICAP SPACES AS PER ADA STANDARDS. A.
-
11. ALL RETAINING WALLS GREATER THAN 42" IN HEIGHT TO INCLUDE SAFETY HANDRAIL. • "�Br
ryry y6a�s,q° % R2 ...... . W �^^ t / ' i` : \q.tl p i O+� •. , r .../,�„r/ ur,,, y� \j - -
? CP -.--_---.--.---
12. BOUNDARY AND TOPOGRAPHICAL TAKEN FROM MAP PREPARED BY PHILIP A COLLIER. PLSOF STROUD a 9 / F/s �t ° e�0 F;GT, i m NPr ?fE}sr \I, ! BEFORE YOU DIG:
ENGINEERING. PA MOREHEAD CITY. NORTH CAROLINA. ENTITILED MAP FOR SUBDIVISION FOR BEST '�` �:' g is GB ssrZs.'o j ' a \\ �'L, \i - - - NC ONE CALL
VENTURES. LLC PROPERTY TRACTS 1. TRACT 2. TRACT 3 AND DATED 3/19/10. t ,�/ 1'''11' 'r • o - .may'' ' (TOLL FREE)
13. WETLANDS TAKEN FROM MAP PREPARED 8Y E. GLENN CORBETT. PLS OF STROUD ENGINEERING. PA E<s>, -/- O
MOREHEAD CITY. NORTH CAROLINA. ENTITILED WETLAND SURVEY FOR BEST VENTURES. LLC -
PROPERTY TRACTS 1. 2 8 3 AND DATED 9/24/15.
i4. CONTR�;CTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO ^�\ �'.t,• ,�/ 9 tt '• _ t -'. ,-_/ zs'/ - _, `�! -U/ R.,�P v-
CONSTRUCTION AND REPORT AND DISCREPANCIES TO ENGINEER PRIOR TO ANY CONSTRUCTION \Bt' q _. r'� y' s - t tt t DODPINI , '°•� -�•/ y/ \��'L I ' _ I
ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF UNDERGROUND UTILITIES. �� EIR \�\�\P5 / x'I'Yotc4p
15. PLANS ARE SUBJECT TO CHANGE UNTIL ALL ENVIRONMENTAL PERMITS ARE APPROVED. '°' `' r - - / M• 28' - .p-7' DRAINAGE EASEMENT
a P1, '" w% \I� S7« I PER M8.15 PG.38 (OR 1-800-632-4949)
16. SEE LANDSCAPE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION ON PAVEMENT MARKINGS. R \`\ ' Rv y4 rS, r - ,.._ " + g IT'S THE LAW:
� 12^ �' �)P REVISIONS:
17. ENTIRE TRACT IS WOODED. \ '� s , y6jsa�z.rr �+ �•' /� a qG -
9\ a •q9 G1 • EV6jq(sr ' N0. BF DATE OES'CINPTIGW
18. BUILDING OUTLINES SHOWN ARE OF THE FOUNDATION AND NOT ROOF OVERHANGS. REFER TO h o \'t % �// RA•5/" sa•9ts I I GYT 8/24/16 SW EASEMENT
NN
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR VERIFICATION AND DIMENSIONS Rq•5� \ SG>• -
If
" /
LEGEND LF - LINEAR FEET EIP 0.15 SOUTH \P;.� • S'k�t� e<835ZS93 - , �, • ^� - I ' -
AC - ACRE '1F PROPERTY LI► E A.5 • r / ">
- slot - BUILDING MAX - MAXIMN . rotc .. ' e .
ONG - BEARING WBL - MINIMUM BUILDING LINE / '\, KK7• A` ei^_D -
BIC FEET WIN - MANHOLE
CL - CENNTERL INE YIN - MINIMUM / /CF P,, '�qt,H x, E$TjptE. /9 t W/((w
CO - CLEAN M HN/FIS - NOW OR SCALE
xkl 3, // t SITE STAKING PLAN
DO - DRAIN BASIN HIS - NOT i0 SCALE NOS. rrn A.5 -,\ n/ it
DR - DRIVE D.C. - ON CENTER
pi _ pppp INLET R - RADIUS , 8?> \`\PM15 p w. ;P� t - - 1HE PRESERVE AT CARTERET PLRCE-PHASE
2
DIP - DUCTILE IRON PIPE RCP - REINFORCED CONCRETE PIPE '36 >;�,\�, �D Srq°, y"�EL - ELEVATION R/W - RIGHT-DF-WAT -EIR - EX. IRON ROD SDMI - STDRIORAiN MANHOLE \ s%
EDP - EDGE OF PAVEMENT SH - SHEET
_ N6 �\,\o / N/F
EX - EXISTING SIR - SET IRON ROD - >• LONGLEY SUPPLY
FE - F INISHED ELEVATION STA - STATION 37.3 « \-"� - iy, / 'PE COMPANY INC. - MOREHEAD TWSHP, CARTERET COUNTY.NORTH CAROLINA
iF5 - FLARED- FINISHED TSW - TIP OF SIDEWALK 9 W y 9\ P "� / i EjE3g95T•r3 ,a DB.543 PG.4o5 -
a DESIGNED:
FT - FEET TYP - TYPICAL - SC B\, .a V. N.C.PIN# 637613231048 OWNER: BROWN INVESTMENT PROPERTIES
CV - GATE VALVE VA - VAN ACCESSI&-E - xHADG� ` �� A"• /PIA• ;' �, - CHESTER BROW RDC/GYT
INV - INVERT ,P ,CE `ti ' p / Q ZONED IU
DRAWN:
-SF- sill FENCE .SEWER FORCEWIN N/F S'gtEe,y \'� Erg ;f j% yn;� - ADDRESS: P.O. BOX 930 -
-LD- LAND DISTURBANCE LIMITS --IS-- EXISTING caNrauR THE BLUFFS LAND COMPANY LLC. p '\ rem RDC/GYT
19-PROPOSED CONTOUR DB.1146 PG.137 : % GREENSBORO. ���0 7r�' CHECKED
-55- PROPOSED SEWER % R 4.5'\?.°-C•. IC'AJZQx
-■ PROPOSED F,oAiWATER N.C.P1N# 63 761 31 37254 Y \ A• o QL yiY✓J'°
- W- RocX oo11c1eN1T ZONED OP 9 00 "ESSrp 'yy PHONE: [phone] BY:
EASEIEW7TER/ORAIWGE RDC/GYT
_ :a� � = A STROUD ENGINEERING, P.A. APPROVED:
© WETLANDS 60 30 0 60 120 '*; SEAL ; R_ RDC
SHEET C1 OF 14 ,Q DUKE ENERGY LIGHT POLE 133 = MOREHEAD CITY,NC 28557 DATE
0 CONCRETE rt CURB TRANSISTION ( 47-7479 LICENSE NO. C-0647 8/1 /16
PROJECT 9: PM1558BIP-001 CP ESTABLISHED BY DISTANCES �/LFAGINE��Qz�`
FILLED WETLAi6 ,'3I ? i CONCRETE RIBBON CURB " ,
DESIGNFIi.E #: PM155861P-001/CONSTRUCTION.DGN SCALE: t = 6o PER DEED %q��fD�IGU ; - (J4� *11�0 SCALE:t,
ONALD D•CULLIPHER E. 1 = 60
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?
TYPICAL
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/ ' WALL \
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ACO
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ITH WAT S OF \ HE U PRE NT \I /
E/ \ \ ` `/ �/ \• \Ii- � - / / \;'_� _�/� \/. -v/ /
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_ ,✓: , :tip'. iG. _. { .0 .. � •\IG. -t y! _ fir'. -\�_. :\)<' ��:1
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\`'•._i �...,;:,:�•,�... \ SILT FENCE. -
'\: TYPICAL ' .c \i • i � I. \: I \ / i � li / . I/ I \ i ll I -
^-'-r�^�, '`,r "•',: J.J , • .. 'Bl, > �:�._ \�/�Ix� \ \�/ , \k/ �i/ , \ / \ / \I/ \ \'/ \�/ / \a� ' .11:� ��}�J.: / y I -
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"'•-'�..•.,,,� k/�!�v'. \�L /. L`.alc_�y[ _\L!,I.! \!_" .'�' �_ \JL_�'G -
CONSTRUCTION SEQUENCE , If/_ _ G ;
r
I /
'e•J�..+e , aa,•� ' � ' : ` 4' v./�:v;qy..._ 11 /��G v�'! \�_\k�
1. INSTALL STONE CONSTRUCTION ENTRANCE(S)•
2. CLEAR AND GRUB SITE WITHIN THE LIMITS OF DISTURBANCE. `J! \ I. �!. ? ,iG _ A l :L! �.)<yG / `y/ -
3. INSTALL SILT FENCING AS SHOWN ON PLANS. WITHIN AREAS OF CONSTRUCTION. `\ ••J n "m=\ m ALL T
4. EXCAVATE AND GRADE DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. \'' S `�'- - = I' " ' =• u- `�' =
5. ROUGH GRADE STREET. -Y+l \ 1a- \ / __I-' I / \ \' \I /,�/ I /„ \
6. EXCAVATE AND CONSTRUCT DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. N ��G i ��
\\ �` r n rJs % `\ V- 4i RETAI ING _ _ i \�/ `
7. INSTALL WATER, SEWER AND STORM DRAINAGE. WITH INLET PROTECTION. - `\ -'- � .. / \ WALL \
8. FINE GRADE SITE. ROADWAYS AND BUILDING PADS. \ Y 1 -- /- /�,G \,L ` \I`�
9. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN \`\
7 DAYS OF LAND DISTURBANCE. r
-a
10. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE. --- __-__ � .
11 . CONSTRUCT BUILDINGS. J a br - II
12. REMOVE STONE CONSTRUCTION ENTRANCE
13. PAVE DRIVE AND PARKING AREA. -
14. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
INSTALL ALL PLANTS PER LANDSCAPING AND POND VEGETATION PLANS. Y zp•s a,\ q �T �'xi -w / -SL '\�i „_� Y`\ 1 Y -
15. REMOVE SILT FENCE AND REGRADE SEDIMENT BASIN TO DESIGN SPECIFICATIONS. d- _
•__`_
�\ a` /Id� � ,a � •u ��/ '�! --- -\ Ail. �.:G; . .ems_. \\. ll 1 I
MAINTENANCE PLAN P ff;
,
1 .ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS IS FENCE. I i'T g a �^ \
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN. TYPICAL *r / \ \ \
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT _ `\ III Al/
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. \ /•. s- `\ '/w s _ / , ;, Y,
\ P1,
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE \\ / �' ' +�' __-- a$ er ' 'O•a �G \�-/ S"�' l\r( I ''
` O R /
SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. \ s ^' m $ "- I
ETAINING
.� A .•x / r� S n n � � WALL
H
O � BEFORE YOU DIG:
• `�G � \I' �i/ SG NC ONE CALL
aT n �\ ✓ S/ S! � 5�:.. L + (TOLL FREE)
DOWNSPOUT AND FOUNDATION
DRAIN DRAINAGE SYSTEM _ _
� ,� "tee _�� �/ /
1. ALL DOWNSPOUTS TO BE DIRECTED TO BELOW GRADE DRAINAGE SYSTEM
2. ALL DOWNSPOUT HEADERS TO BE SCH40 PVC.
3. PIPE DEADENDS TO BE FITTED WITH SOLID END CAPS.
4. PIPE TURNS AND DOWNSPOUT CONNECTIONS SHALL BE FITTED WITH 45 ELL OR OYES.
5. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS. '0J
6. PROVIDE 4" SCH40 PVC FROM EACH DOWNSPOUT TO HEADER. / ' /
7. TIE IN FOUNDATION DRAIN MINIMUM TWO LOCATIONS TO DOWNSPOUT HEADER OR a \ter • '? �/ �'� �, 1 'j1 ' 0 - - - 9)
CLOSEST DRAIN BASIN. L'\\ ( RIT'SOTHE3LAW94
LEGEND �' REV 1 S I OHS:
_,., --�� i
AC - ACRE INV - INVERT NaB1' DATE DESCRIPT)UY
- s.i `� & • \ \ 1 '
DO - BUILDING LF - LINEAR FEET tr agJ / / /
SRO
- BEARING MAX - MAXIMUM
`.`r \ i>
CF - CUBIC FEET MBL - MINIMUM BUILDING LINE
CL - CENTERLINE MH - MANHOLE Qa.p ?a / I • vT/
CO - GLEAM OUT MIN - MINIMUM ' ( • �/ '''
/ ?
08 - DRAIN BASIN N/F - NOW OR FORMERLY - -
DR - DRIVE NTS - NOT TO SCALE I -- _ / - - - -
DI - DRGP INLET D.C. - ON CENTER
-- - l ,) 9a '/p -
DIP - DUCTILE IRON PIPE R - RADIUS F NCE•
/ \
EL - ELEVATION RCP - REINFORCED CONCRETE PIPE - __ \\` 1 a I AL MENNEN
EIR - EX. IRON ROD R/W - RIGHT-OF-WAY - YA ` OVERALL STORMWATER & EROSION CONTROL PLAN
EDP - EDGE OF PAVEMENT SOWN - STORIORAIN MANHOLE y \ • `\ //\ ///j
EX - EXISTING SH - SHEET - - - _ t•'' \ -/ U,Q -,E-
FE - FINISHED ELEVATION SIR - SET IRON ROD SEE SHEET C6 OF 14 ., ,. >�-- ,r \\\ $$$ \\ 'z -
FES - FLARED END SECTION STA - STATION - FOR DOWNSPOUT DRAINAGE - �- -
FF - FINISHED FLOOR TG - TOP OF CURB .a A� -� \\ • �/� - - THE PRESERVE AT CARTEPET PLRCE-PHASE 2
FT - FEET TSW - TOP OF SIDEWALK
GV - GATE VALVE TYP - TYPICAL A.J -. I) ` \ / '
-SF- SILT FENCE IN IN SEWER FORCEMAIN -
-LD- LAND DISTURBANCE LIMITS --I$-""' EXISTING CONTOUR ' \\ / -
-ss- PROPOSED SEWER -+W--PROPOSED CONTOUR a aJ --�� a .. _\ .\ 1 / X, MOREHEAD TWSHP. CARTERET COUNTY•NORTH CAROL INA
-W PROPOSED FIRE WATER -_-" •� \I /, �•
_ PROPOSED , ' DESIGNED:
e NTEaORAINAGE a �\ \ OWNER: BROWN INVESTMENT PROPERTI DRAWN:
ROCK DOUGHNUT I,/ y,/ / CHESTER BROWN. E�'E� RDC/GYT
® WETLANDS \•�� „ i�/' ADDRESS: P. O. BOX 930 p�; 2(I1Ij RDC/GYT
_ _. .� DOLE ENERGY LIGHT POLE \�` - 'i�/ '' „anHHIrNNN,,,/„< GREENSBORO, NC 74Q2`
L CHECKED:
�� concRErE CURB TRANSISTION �0.\` \O��FES oNq�91 PHONE: [phone] BY: RDC/GYT
FILLED WETLANDS :; CONCREtE R1860l1 CURB �p�`;\\\ /, a?4�O r • APPROVED:
SEAL ;*_ A STROUD ENGINEERING, P.A. RDC
i _ 1334 - 151-A HIGHWAY 24
60 30 0 60 120 %s , , ✓;r ��= MOREHEAD CITY, NC 28557 DATE
F 0 S� 7-7478 LIC SE N0. C 0847 8/1 /16
SHEET C2 OF 14 ./ i i/ �'y�0a;.NGiN�. Q�\mac`
PROJECT#: PM 1 558BIP-001
DESIGN FILE#: PM 1 558BIP-001/CONSTRUCTION.DGN SCALE :
SCALE: i "= so' ONALD D.CULLIPHER P.E. 1 "= 60'

3m 3"1 3M 3m
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r • N N ••t Y
mm UO. UT Old• t�GKL`.
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SCALE, NOT TO SCALE i3- - �-'' s • '.'s `\•\ a - may' \ Q
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, y_ f1 / , I - - Yam\ ;•'. _.�, y, t, \ a KEYSTONET /
TOP OMA6AEL A6"�H*[GHWA TWAN EWALK) l /
c,� /r� .' . \\ G ".'.- 'yti.• `, r, - :s� ^y,-,-'', j ✓- ! } �.,,--" /' as sa ^T t T \�--Y-"' -�.;;;:.,,,� . / i -
EMERGENCY` OVERFLOW - „ ''' �' %
20 WIOE.....BANK"LINED
1 i - WITH R[PRA - } -
: � E 6. /
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F. B OUStET - _ RETAINING
- _ --
S" TOP OF WALL 17. -
R
- GNAT 17.9 �i. %
__ FEi3:0- _ 18 ;
IPE 8LF [r r€ ti / I RI�I 13. \\ 7 .` .. -- ---- -- -- - _ - -_ __ g�`i - --- _ 18.5------
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1 1 1 I I II l' / IIIIII \
` . .. III 11 ri 111 r41r1 IIIIII i / _ ® _.._- `�_
,• PHASE 2
11 1 1 1 11 ' rl I I I I I I
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_ LQ�/• I--1<�'Q� � � / \, I \ ������`���� I I li•� I it 1 I - ! NE � ,Y ,
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I I r I I I a i
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20.S TSW23.8R
TRANSISTION e a w Ps
TOP OF CURB ®
WITH FF �• s a d , % t
E19.84 FE19.84 FE20.0i FE20.07
- - - -__ _', ' I ' Y ../ T 1 4 • • K • • U* 'Ps F itf955
- -- - '1 '� I V_7 0 •
-- -- -- ---- -- -' ---- �, TC .84 • • VIE m e • • P i 80 � R
.\ o F 1 8 FEi NK 19.5 0 • P '
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- C19.85
.-
/ ! r \ � 18 q , TC 1 1 T t .7 •
\ ?- / .' 8 h... - T..1 .7 TC19r73 C19.35
T i .45
\ r I T 1 a 'aQ� INV 1 0
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- 7 T 1 4 19 T...1 1 g e -SMt9 25 ♦ 1 `0 FE2152t 719
C
�� _ t 1• F "H P m .49% FE78.84 C 9 360HOPE B 0.30% F E T 20 0
¢ - - -- - - 99 - 4 -- - - - - 8 Q 0.30X N IFE79.6 F .
FEl-S ' 1 1 T i .
2
142LF 36"HDPE a 0.50% 1 5 TRANSISTION TOP OF 6 FE18.84 6LF 36 HDPE o 0.30% 3sS V 14.62 T 0.03 --- - -.,
T 19.4 CURB FLUSH WITH FF 1g. GRATE 18.25 D1 7 ----60- s
�S ! V 13.70 a GRATE 18.04 i T 19. ATE 18.00 T 19. 4 F i INV E 18. GRATE 18.44 W19.t8 T5W19.25 - M tV
WT LF 30 H 0.
iNV 12.72 TC19.58 13 3 -- . T i .
1g• i
- -' TC19.50 7 T "1 T 1 4.t 0 .41 Tsr1
1 _
8 0 rsr9.T23
T T 1 T i NV ;
- INV 14.21
h T 181 3 15.5 T t 19 T 1 .. grt9.85 \ 7 19 PB 30`
V 4
FF1 .00 FFi .00 - - - _ D1 Y \ ZODP
` _ r _ 9 INV 74 8G
E
F F 19.00 9b 18 ,AL / ... a Qx t 9 F 2
- - �' - T 44
- -
` � / 1$ CURB FLUSH WITH FF. 8 = \9 5 �' ^ `o E - --
( \'-� \� - 18 17.5 1 7 GARAGE L AT i ONS .' 2 p"0 j i 2 1 - - ...>
17.5 ikG'E TYPICAL ALL a 0 Q •3 ( Di 2T
\' = j 17.5 18 t 8.5 Gjt 20.0 0 1 15.08 T W
w
18.5 V 14.49 20.5 Di 26
0
( ^ GRA
\ ® ® ® N H- 15.5
FE7�
BEFORE YOU DIG:
NC ONE CALL
(TOLL FREE)
DOWNSPOUT AND FOUNDATION 2 0
0_._ 20
DRAIN DRAINAGE SYSTEM p
" V101 VIQ+ 1n0. NOf
^ -
1 . ALL DOWNSPOUTS TO BE DIRECTED TO BELOW GRADE DRAINAGE SYSTEM 20•5
2. ALL DOWNSPOUT HEADERS TO BE SCH40 PVC.
3. PIPE DEADENDS TO BE FITTED WITH SOLID END CAPS. a mo
4. PiPE !URNS AND DOWNSPOUT CONNECTIONS SHALL BE FiTTED WITH 45 ELL OR WYES. -
5. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS. m aTu + ORI1-800-632-4949)
6. PROVIDE 4" SCH40 PVC FROM EACH DOWNSPOUT TO HEADER. ^ cam Um Ll
7. TIE IN FOUNDATION DRAiN MINIMUM TWO LOCATIONS TO DOWNSPOUT HEADER OR � rLL ~^ ~^ �� �S i ;/ SW20. IT'S THE LAW!
CLOSEST DRAIN BASIN.
col j' ; FE21.34 ?1 TSW2
LEGEND a
N 1 / . FE21 REVISIONS:
AC - ACRE INV - INVERT
BLDG - ION
BUILDING LF - LINEAR FEET 7E-�------ � / - Afa BY DATE ���
11
BRIG - BEARING MAX - MAXIMUM Wm Wm 21. A F 2 /
CF - CUBIC FEET NBL - MINIMUM BUILDING LINE W^ 4•- - - GYr 8/P'/�
CL - CENTERLINE MN - MANHOLE a -
CO - CLEAN OUT MIN - MINIMUM - -\\ e %
DR - DRAIN BASIN N/F - NOW OR FORMERLY F .27 EZ1
DR - DRIVE NTS - NOT TO SCALE N ° E21.
DI - DROP INLET O.C. - ON CENTER C - \�� T .15 a -
DIP - DUCTILE IRON PIPE R - RADIUS INSET '�' W21
EL - EX. INN RCP - REINFORCED CONCRETE PIPE - - _ ENLARGED GRADING. STORMWATER & EROSION CONTROL PLAN A
EIR - EX. IRON R00 R/W - R REINFORCED
t
EDP - EDGE O PAVELENT SDMH - STORMDRAIN MANHOLE - SCALE= NOT TO SCALE -
EX - EXISTING SH - SHEET -
FE - FINISHED ELEVATION SIR - SET IRON ROD
FES - FLARED END SECTION STA - STATION - -
FF - FINISHED FLOOR TC - TOP OF SIDE .° THE PRESENE ATCARTEPET PLACE-PHASE 2 -
FT - FEET TSN - TOP OF SIDEWALK -
GV - GATE VALVE TYP - TYPICAL O
\�\\ S / FE21.02.
-SF- SILT FENCE -0 SEVER FdrcEMAIN ° ° MOREHEAD TWSHP, CARTERET COUNTY.NORTH CAROL INA
-LD- LAND DISTURBANCE LIMITS --IS-- EXISTING CONTOUR _ _ -
S11••s,,- PROPOSED SEWER -19-PROPOSED CONTOUR .. -' ..� A e ° ° DESIGNED:
-W- PROPOSED FFI PROPOSED �RESLINEWATER _ \� _ ° eS ^ ` e° , �I
_ S OWNER: BROWN INVESTMENT PROPERTIES
e ORMWNTER/WAINAIWETLANDS ROCK DOUGHNUT �s? ° CHESTER BROWN I i �^ "� f r; DRAWN:
\ ADDRESS: P. O. BOX 930 RDC/GYT
GREENSBORO, NC 27 2A' u 3 O '.
`,�1„IIIUI04 CHECKED:
r-. 1 DUKECONCRETE CUM ENERGY LIGHT POLE TC20.0 FE20.21 ``\�,..,�NCARp�� /,
cURe rRANslsn xt pQ•F�ssipy.9''% PHONE: [phone] BY: RDC/GYT
Z,- r FILLED WETLANDS ,.v.,aa�s CONCRETE RIBBON CURB ° ° ��•�O 9( •
FE19.6 _ ° SEAL *= g STROUD ENGINEERING, P.A. APPROVED:
�_.._ _.._ • 13343 _ 151 A HIGHWAY 24 RDC
SHEET C3 OF 14 3o t 5 0 30 60 p Q :1: MOREHEAD CITY, NC 28557 DATE :
47-7479 LICENSE NO. C-0647 g/1 /16
PROJECT#: PM1558BIP-001 t U otiq�D.... \ ```
INSET C p,f,,�_
DESIGN FILE PM1558BIP-001/CONSTRUCTION.DGN scaE: NOT to SCALE "rr'I:IIninH""` _ �1 _ SCALE:
SCALE: 1"= 30' ONALD D. CUL IPHER L. 1 "= 30'
r
1 1 1- 1 I

a�.F fSItOPE�o.sx -
.-__--. AMENITIES ARE TO BE NYLOPLAST DRAIN BASINS ALL BASINS AROUND THE POOL AND CLUBHOUSE
19. 6 1936 9. - 2
�� - 19. - -
t9.86
f \ • a
' - 20 2
j • i
M 19. 70
_
us L g( )¢(.89 19.80 g:68'---j_-
20
O FF 20. 20.3 202 19.505.03
INV
to 19.7620
•19.5220
. < ��
19,
DO i
1168
D"-"�' \\ \\ � +- RIM iB.�
W 1527 a 3%
TC74. 6 f- `
.HP 20.50-INV 1&30
,
F
mimmimmommm
18. INY / ���� /• i j
•S \
TC20.14i A / 66 2A NO �
19.5 \ I -9R7:- BgYF POOL GRADING
GENTLE SWALE a AL e t .
19 '
Q1' -IC19. 6 O.2h TO DI 33 ELEVATIONS PROVIDED BY LANDSCAPE ARCHITECT --
C20.03 0, 1 Et .08
/ n 0.00 9.
" .1 ..
T 3 C2 \ t
p \
W19
T 1 yt59 5 K \ C20 44 .57 GRATE 179�95 j
..
.� INY
- 14.55
l �
V9
-
fr,' C20.00
JJ.
'' /'' /' � \ /,4 Z, •1•' 8.96 `{' -y S 4 FF - r /
IRR�GATIOFO d,, ., � 0. ,6,�i?y¢b'
4"CONDUIT FOR f"
IRRIGATION
4"CONDUIT FOR !% r
\\\,\` t IRRIGATION
\ I -
_, °� ,'$ •yp N . t .5 ' FF20.59 `• , .i
KEYSTONE RETq�,IN[N,G�Y(-ALL
/ \ 30. ' " TOP OF WALL`,1" 0 `
/ \\\\` \ '' !/,/ O, a ALL DOWNSPOUTS TO TIE IN BELOW _ " l tOPE', WALLS TO 1T.0 \ -
/' o" 4"CONDUIT F
IRRIGATION GRADE TO STORMDRAIN SYSTEM ° .l , - �,}i,,,� -
k
4 ATE 17.
S\:� RETAINING WA(:L�. -' a`,.J-, `' ; ` '_ , �::; :.:... �' =�� ���� - SEE LANDSCAPE ARCHITECTURAL
s �:'
gg
8"PVC TYP \ TOP 0. WALL 19
f4.
PLANS
r8.5 : ; w,. y.. AMENITIES i
> POND A S -
NAL GRADING
i
;;l �� �=- � ' S CLUBHOUSE
t 1
/ ' s PHASE �,.
Ni 1� - ••\' !
T , 8. j\-- .,-- . KEYSTONE RETAIN ,Nr- L '„- -,
`• - _= TOP OF WALL 19.0; AI ., \. !'
SLO E E� NTD 0 b,'"4- ;
f DOWNSPOUT AND FOUNDATION
��' DRAIN DRAINAGE SYSTEM
DRAINAGE SYSTEM
! i. ALL DOWNSPOUTST B DIRECTED T BELOWGRADE DR
y KEYSTONE RETAINING WALL0 PVC.
�, /' .` 3. PIPE 2. DDEADENDSTOABERFITTTED TO E WITH 4SOLID END ACAPS.
A
OF WALL' (18 HIGHER THAN 4. PIPE TURNS AND DOWNSPOUT CONNECTIONS SHALL BE FITTED WITH 45 ELL OR WYES.
i'.
CENTERLINE"OF DRIbE1 w / ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS.
/ TC1 $ TC NOS 6. PROVIDE 4" SCH40 PVC FROM EACH DOWNSPOUT TO HEADER.
7. DRAIN MINIMUM TWO LOCATIONS TO DOWNSPOUT HEADER OR
- --� >. I ,;.- j � , - CLOSESTFDRADINTBASIN.A
KE 5 Cvl RETAINING WALL I w ,
WAIL i18"HIGHER THAN,; - 52LF.-36'HDP�..°"
R!��+f= 0F DR.IYE1
111
B(JR 1 ED. �S
BEFORE YOU DIG:
NC ONE CALL
(TOLL FREE )
i
y
... CIA ��
i
PN�S s \ 4
>< r 6
(OR 1-800-632-4949)
[T'S THE LAW:
IP
KEY S •�+
V�
o - \ TOP / •J+�E, a
\ + BACK, f m
T 19. �`. - T \\,.:-:...<. - �- �� N� I S I DNS:
LEGEND 4 T m Ta 9
AC - ACRE INV - INVERT
_ r ,$ E C E DATE a�scR,Priav
BLDG - BUILDING LF - LINEAR FEET , � 1, F
ORD - BEARING MAX - MAXIMUM _ 1\ ,.,'$ ' - INSET 'A'
CF - CUBIC FEET MBL - MINIMUM BUILDING LINE _ 7 -. r. n
CL - CENTERLINE 1A1 - MANHOLE t _ P T 9/l3/!6
CO - C,EAN OUT MIN - MINIMUM ^_/ ,IT }� 80 SCALEe NOT i0 SCALE
DO - DRAIN BASIN N/F - NOW OR FORMERLY - -
DR - DRIVE NTS - NOT TO SCALEBY:----
DI - DROP INLET O.C. - ON CENTER uy \ S
DIP - E7EVATE IRON PIPE R - RADIUS ENLARGED GRADING. STORMWATER & EROSION CONTROL PLAN C
DI - E DUCTILE
N RCP - REINFORCED CONCRETE PIPE / t _
EIR - EX. IRON ROD R/R - RIGHT-OF-WAY 4 ,`
EDP - EDGE OF PAVEMENT SOWN - STORMIRAIN MANHOLE I
EX - EXISTING SH - SHEET
FE - FiNi SHED ELEVATION SIR - SET IRON ROD `9
FES - FF:.ARED END SECTION $TA _ STATION _ THE PRESERVE Al CARTERET PLACE-PHASE
FF - F?NISHED FLOOR TC - TOP OF CURB j
FT - F.'-ET TSW TOP OF SIDEWALK j �
2
GV - GaTE VANE TYP - TYPICAL
MOREHEAD TWSHP, CARTERET COUNTY.NORTH CAROLINA
-SF- .SILT FENCE. -p SEWER FORCEMAIN
-LD- -AND DISTURBANCE LIMITS __IS-- EXISTING CONTOUR -. - DESIGNED:
-SS- "ROPOSED SEWER ---19 PROPOSED CONTOUR
OWNER: BROWN INVESTMENT PROPERTIES
-W- �ROPQSED DOMESTIC WATER CHESTER BROWN, III RDC/GYT
-W- PROPOSED FIRE LINE
STORMWATER/DRAINAGE , ~' ROCK DOUGHNUT
EASEMENT .^ DRAWN
WETLANDS ADDRESS: GRE BOX O, CHECKED:
,Q DUKE ENERGY uu+T POLE GREENSBORO. NC 27402 RDC/GYT
o\NICA'Rp4�., PHONE: [phone] RDC/GYT
ssi'' APPROVED:
; Q 9�9 STROUD ENGINEERING, P.A.
CONCRETE \\\
"; CURB TRANSISTION pip Q` A.
�ILLEO WETLANDS : CONCRETE RIBBON CURB O
SEAL * 151-A HIGHWAY 24 RDC
30 15 0 30 60 *. 13343 _ MOREHEAD CITY, NC 28557 DATE :
SHEET C5 OF 14 � (252 7-7479 LICENSE NO. C-0647
PROJECT it: PM1558BIP-001 iyFHGINE _ �r �3 ){o SCALE :
8/1 /16
DESIGN FILE #: FM1558BIP-001/CONSTRUCTION.DGN SCALE: , "= 30' „O D.Guy \`O\
ALD D. CULLI ER, Pi 1 = 30'

PENETRATE RETAINING PENETRATE RETAINING
WALL FOR PIPE OUTLET WALL FOR PIPE OUTLET - -
RB 2 IM211 .35
8"PVC DOWNSPOUT HEADER L TYPICA ' BN 1 17.5
DB 3 Amor-
/ DNV276.0 INV 16.25
: e
• • V • e • ��. 1 • • • •
•� .�. -�,° a `e
•e1 W1 � C� CW• ---..
PERIMETER FOUNDATION = a • PERIMETER FOUNDATION e
_$ DRAIN. MINIMUM TWO /
-° DOWNSPOUT. DRAIN. MINIMUM TWO •"' # LOCATIONS PER BLDG too
TYPICAL LOCATIONS PER BLDG a 1 .._._.__ ....-._..............._
e777e •
FF20.34
FF20.17 x ,. • e ,! 0 1 1NV18.0 Q�
° •a, "re �!° a • • e • e e DOWNSPOUT. G1
e e • W I : • e • e e TYPICAL
DB 1 I D8 17
D 4
INV 76 0 - INV16.00 _. • FF22.67 , INV
-
D 15
i ru is ATE 22.85 (� "iNo ON
PERIMETER FOUNDATION - ® I , 77.19 I •
DRAIN. MINIMUM Two
Y
LOCATIONS PER BLDG
- - - - •
- -- --- _. .. • • I NV119.0
DI 5 DOWNSPOUT. f DI 6
GRATE 18.00 TYPICAL GRATE .92 )i DI 7 - OWNSPOUT. -
�i-� INV 13.43 INV 13.92 GRATE 18.44
,.�_- -...- ---- • INV 14.21 t
° TYPICAL °
8"INV 15.00 • • • - • • 8"INV 75.5 DI 17 e •
GRATE 20.00
IDB 5 INV 18.72
r
li INV 5.35
FF1 .00 18"INV 18.72
DB
• • INV 15.5 • -
i
DB 18
6"PVC DOWNSPOUT HEADER.TYP r e -
Nis m0
BUILDINGS 1 , 2 AND GARAGES BUILDING 6 -ft, i6 - � ® FF24.67 E �
RATE 22.50 I
NV 18.14 --
j
Di 24
-- �INV 14.Tl
. / ..
4,e� • •� / j ......-_.-.- PERIMETER FOUNDATION •
e
j V DRAIN. MINIMUM TWO
LOCATIONS PER BLDG
" � •: iAi DB 11 !
e • I I e ° DB 10 INV 19.0
I INV 19.0 S e t IN • e j
PERIMETER FOUNDATION • e
DOWNSPOUT. pERIMETER FOUNDATION
DRAIN. MINIMUM TWO t
LOCATIONS PER BLDG
TYPICAL LOCATIONS PER BLDG ® j
DRAIN. MINIMUM TWO
• PERIMETER FOUNDATION a $ � - • ° [ • •
DRAIN. MINIMUM TWO --- - -- r
• LOCATIONS PER BLDG ° --- _ - _ I --_
a I; -
Rw
• • t ATE 19.50 •� I -- -
IV216.50 v
� r y
• • e •
° ° .$ saw • • • NA e e
DB 18 •
INV
i DI 18 DOYPICADB 7OUT.
INV 18.0 % F INV 18.25 __.._ - GRATE 22.34 _
DB 9 e 6NINY919404 DB 9 • • •
�. _...
INV 18.5
- - INV 19.3
DOWNSPOUT. � I I FF 3.50
e TYPICAL I Imo---� e • DB 20 '
ee _ DI 19 INV 19.52 • • • •'
a -- -- - - - - -
DOWNSPOUT.
e JB 3 TYPICAL
RIM 21 .80
GRATE 20.0 1 INV 17.68
INV 15.89 DI 34 • • •
I e e e IRATE7200.3
• ° j DB 21
. •, ,� • ;• ," � � FF21.67 INV 8.15
W� DB 2
e e INV 8. 15 •
� � i4s � ram: s=, =. I s _ • • • •
BUILDINGS 4 AND 5 BUILDING 7 AND GARAGES BUILDING 8 AND GARAGES
BEFORE YOU DIG:
; NC ONE CALL
•
(TOLL FREE
f
• • e e • e GRATE 20.5 '• • t O
$N'"V7„.5 DOWNSPOUT AND FOUNDATION
PERIMETER FOUNDATION D8 15 REV I $ IONS:
DRAIN. MINIMUM TWO INV 17.75 - -
LOCATIONS PER BLDG DB 16 '
DRAIN DRAINAGE SYSTEM DR 1-800-632-4949) Na DATE AESCpip>pA
[NV 1'�.60 • 1 IT'S THE LAW.
e • ( t
DOWNCPOUT. t . ALL DOWNSPOUTS TO BE DIRECTED TO BELOW GRADE DRAINAGE SYSTEM
2. ALL DOWNSPOUT HEADERS TO BE SCH40 PVC.
z y FF22.67 • AL 3. PIPE DEADENDS TO BE FITTED WITH SOLID END CAPS.
4. PIPE TURNS AND DOWNSPOUT CONNECTIONS SHALL BE FITTED WITH 45 ELL OR WYES.
DOWNSPOUT. ` 5. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS.
TYPICAL ! • 6. PROVIDE 4" SCH40 PVC FROM EACH DOWNSPOUT TO HEADER.
e • �.....,� ., •- I 7. TIE IN FOUNDATION DRAIN MINIMUM TWO LOCATIONS TO DOWNSPOUT HEADER OR
t I 11 CLOSEST DRAIN BASIN.
DOWNSPOUT DRAINAGE PLAN
-, NV • • ° e THE PRESERVE Al CARTERET PLACE-PHASE 2
MOREHEAD TWSHP. CARTERET COIINTY.NORTH CAROLINA
-- -- ---J
OWNER: BROWN INVESTMENT PROPERTIES DESIGNED:
CHESTER BROWN. III RDC/GYT
ADDRESS: P. O. BOX 930 �-+ DRAWN:
P�pp`NH"CARuu���i
GREENSBORO, NC 9PEiVE I RDC/GYT
BUILDING 3 AND GARAGES zO oFESS/�ti9s PHONE : 336-379-BT71 CHECKED:
*; ¢ sEAL S STROUD ENGINEER :G. P.A. APPROVED: RDC
30 15 0 30 6o p 13343 MOREHEAD CITY.NC 28557 DATE:
SHEET C6 OF 14
PROJECT#: PM1558BIP-001 'Fh E? '�`� 7 7479 LICENSE N0. C 0847
2 GINB . Q��� 8/1 /16
����6, 4"` __ SCALE :
DESIGN FILE #: PM1558BIP-001/CONSTRUCTION.DGN SCALE: 1"= 30' lT" L
NALD D. CULLIPHER P.E. 1 "= 30'

R[PRAP EA�RGENCY - N44°22 5O E _
OVERFLOW WEIR 10 _
:1 r La9Ll , P E T6..85
; it .`• ,.� _ © 0
PERMANENT POOL (EL12 .5) Z
1 _
\� 3. 97 LENGTH - 800 5 RADIUS � O
3. 00 RADIUS 00 0 9 q •3
CHORD LENGTH = 3. 68 CHORD LENGTH = 85. 69 q3„
CHORD DIRECTION = N82° 19' 03"E CHORD DIRECTION = N42004' 50"W F
POND OUTLEX ` `� `',` �,��.�; `:` %-5y�\ - LENGTH = 10. 76 LENGTH = 52. 35 _
STRUCTURE , ,`��,,,, ~'`-.., -s`\\, RADIUS = 7. 50 RADIUS = 125. 00 -
\ CHORD LENGTH 9. 61 CHORD LENGTH = 51 . 97 6° a
CHORD DIRECTION = S17° 17' 47"E CHORD DIRECTION = N28° 42' 32"WLA
N
LENGTH 3 = 43. 23 LENGTH 6 = 4.45
�\ \ RADIUS O = 27. 50 RADIUS O = 3.00
CHORD LENGTH = 38. 92 CHORD LENGTH = 4.06 £
�• _ _ MAIN BASIN
CHORD DIRECTION 567 30 52 W CHORD DIRECTION NO1 50 11 E 90q •S
1 0,�``,b4t MA I N
`c`� �� / ', ram` �"^ ti . ``~•' -
r
F QIT
__
0 ti
�`��. V ` •� ; ` „r / , - ' r rrrrrr r , � �� � --__ � � n/ - -
1
�; • ` - rr' ', rrr , rrrrrr 1- f _
ti If FOREBAY a ti
r
FOREBA , ---- _
TRASH SCREEN REMOVABLE ALUM.
, r WALL 77.$ - -
=� � S)y4 �-� "�.�� H62 • >2 �� GRATING McNICHOLS GAL 100A
l Lf @ ?➢ OR EQUIVALENT WITH 1 " x i' ':
`�7. BRG. BAR, STANDARD MESH 4 x i5/i6'
�`�``:, _ , r rrrrrr , r/, `f j / , \7 ". /� �• - ' r
r� ` a 62°2� 02 O 3 3
rNfC k \ OVERFLOW--- --- 16. 7
44t
/ t7
i �
ENV 1 .50 - � 0 FE14. 6Pv
�-
��- POND DESIGN SUMMARY
POND INLET -
> w
~'�-----'
44LF507. HDPE 0) O jF A\,)- �d 301
0. DRAINAGE AREA = 450. 550 SF STORAGE POOL EL 13. 70 EL13. f "N�pE
IMPERVIOUS AREA 6'PVC SCREW i 2
TO JB 1
DRIVES = 169 . 575 SF ; INV 8.4
i TYPE PLUG E 1
SIDEWALKS = 21 .927 SF 12" <'INV9.b,
BUILDINGS = 89 . 413 SF 6"PVC TEE
OTHER = 3 . 297 SF 3"ORIFICE ELIILD O
FUTURE = 10. 188 SF _ -;- ,-' -�'- EXTENDED BASE
TOTAL = 294 . 400 SF
%IMPERVIOUS = 65 . 34% ( WITHIN DRAINAGE AREA ) `INSTALL SKIMMER (DETAIL THIS SHEET ) AT
BEGINNING OF CONSTRUCTION. ONCE SITE
PERMANENT POOL ELEVATION = 12. 0 FT IS STABILIZED REMOVE SKIMMER & 6"SCREW
ON CAP AND REPLACE WITH 6"SCREW ON CAP
PERMANENT POOL SURFACE AREA REQ' D = 16, 521 SF DRILLED WITH 3" ORIFICE
PERMANENT POOL SURFACE AREA = 17 . 528 SF
PERMANENT POOL VOLUME = 83, 349 CF OVERFLOW DEVICE
STORAGE POOL ELEVATION = 13. 70 FT SCALE: NOT TO SCALE
STORAGE POOL SURFACE AREA = 27 ,925 SF
REO' D STORAGE VOLUME = 35.934 CF FLOAT
PROPOSED STORAGE VOLUME = 38 .576 CF
WATER ENTRY UNIT
FOREBAY DEPTH = 5 . 0 FT WITH TRASH SCREEN
FOREBAY VOLUME = 16, 474 CF
MAIN BASIN DEPTH = 9 . 0 FT ORIFICE OPENING INSIDE WATER ENTRY UNIT
MAIN BASIN VOLUME = 66, 875 CF THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC HEAD
AVERAGE DEPTH = 5 . 90 FT ( USED 6. 0' FROM SA/DA CHART ) FLOAT END VIEW
NOTES: FLOAT
1 FOREBAY AND MAIN BASIN TO BE CLEANED OUT SCHEDULE 40 PVC
TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION. PIPE (BARREL OR ARM) PVC VENT PIPE
2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE
AND/OR EMERGENCY POND DRAINING. -
3. SEE SHEET 8 FOR POND VEGETATION.
SCH 40 PVC PIPE
17 - - -- -- -- - - - - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - -- - - - - - - - - - - -- - - 17 FLEXIBLE HOSE (BARREL OR ARM)
16 - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -- - - 16 FLEXIBLE HOSE
15 - - W- - - - -- - - - - - - - - - - -- - - - - - - - - - -- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - PLANT BERM PER SEEDING-- - --- - - -- - - 15 4FiyCT 6'
_ _ _ _ SCHEDULE SHEET 11
H �
14 - -- -- TEMP�FFAl2Y- �A �' � L - - - - - - -- - - - -- - -- - - - ----- -� - - 14 TOP VIEW F qRM
13 - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - a
- - - - - - - - - - - -- - - --- --- - .� - - - 13 4 rr$KIMMER ATTACH FLEXIBLE HOSE TO ORIFICE
12 _ �07-- - PERMANENT POOL EL 12. - -------------��� _ _ _ _ 12 FENCE OR HANDRAIL TO BE PROVIDED 3 . ORIFICE TEE PER ECOMMENMANUFACTURERS ES:
AROUND THE STORAGE POOL RETAINING WALL TIONS
BEFORE YOU DIG:11 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - --- - - -- - - NC ONE CALL(TOLL FREE)
10 - - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - --� - -- - - 10 18 - - - - - - - - - - -- ---- - - FAIRCLOTH SKIMMER `
FOREBAY 18"MAX CAP WIDTH.TYP
17 - - - - - - -- --- - SCALE: NOT TO SCALE
9 -. _ . _ ... _. - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � - -- - - - -- - - - - - - -- - - - - -N - - - - - 9 W N - NQ BY DATE DESCRlPTlaY
J. FAIRCLOTH 8 50 INC.
_ _ _ _ _ ____ __ _ DEADMAN AS REQUIRED. TYP WWW.FAIRCLOTHSKIMMER. COM O i GrT 812116sammER.ParDTmm
g - - - N - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 7. 0 SEDIMENT - BE - - - - - - 8 t6 TELEPHONE: ( 919) 732-1244 Q 2 G7 9//3//6
ry REMOVED FROM BASIN
7 - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - 7 15 - - - - - - - - -- - - - -- VINYL SHEET P1LE.TYP
MAIN BASIN
6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ 6 - - - (OR 1-800-632-4949)
- - - - - - - - - - - - - - - - 14 - - - - - - - - - -_ --- IT'S THE LAW:
EXISTING VARIES FE13.0-FE14.6
13 - - - - - - - - - ---- POND DETAILS
5 - .. ._ - - - - - - - - - - - - - -- - - - - - - ' - - - - - - - 5 MATERIAL DEPTH BASED ON STRUCTURAL
12 - - - - - ---- --- DETERMINATION BY OTHERS 4 _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 THE PRESERVE ATCARTERETPI�CEPHASE 2
L 3. 0 SEDIMENT TO BE REMOVED FROM BAST _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 _ _ _ _ __. .. .. . .
3 - - - - - - - -
10 _ _ _ ______ _ _ _ _ _ _ ___ MOREHEAD TWSHP.2 2
CARTERET COUNTY.NORTH CAROLINA
`
- - - - - - - - .. . - - -- - - - - - - - - - -- - - - - - - - - - - - - -
_ _ _______ _ _ _ _ _ ____ OWNER: BROWN INVESTMENT PROPERTIES
DESIGNED:
1 - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - -- - 1 9 CHESTER BROWN, III RDC/GYT
0 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWN:
- -- - p ADDRESS: P. O. BOX 930 RDC/GYT
13. 5 5 5 19. 0 111 ' ( LONG SIDE ) 20 12 33' ( AVERAGE ) 12 513. 5 GREENSBORO. NC 27402 CHECKED:
RETAINING WALL FOR �NCARp PHONE: [phone] RDC/GYT
POND X-SECTION A-A o�"""Essio..
STORAGE POOL ��F ati�9 APPROVED:
scalE: SCALE: �1 10 scu¢ s � STROUD ENGINEERING, P.A.
SHEET C7 OF 14 ° = SEAL
V: 1 = 5 =*; - `51-A 47G7479Y 24 LIC NSE N0. C-0847 RDC
MOREHEAD CITY, NC 28557 DATE :
PROJECT#: PM1558BIP•-001 H: 1"= 20' _ 13343 _ 8/1 /16
DESIGN FILE #: PM1558BIP-001/CONSTRUCTION.DGN %�O'•FH �c� - o4x - 3 ) SCALE :
,,tip'• ciNE.• R NALD D. CULLIPHER l�.E. 1 "= 30'

0
z
WETLANDS SHELF = 3950 SF LEGEND \
\ ( 988 PLANTS)
\ \\ WETLANDS PLANTS
\ \ f GRAPHI CAL ONLY)
CENTIPEDE SOD
ON
VEGETATE PER SEEDING SCHEDULE= 9, 908 SF
" ' \ OR USE CENTIPEDE SOD
( ABOVE EL13. 5)
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER -
200 SF OF SHELF AREA (MINIMUM OF 3 SPECIES):
\ 1 . 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC-INCH CONTAINER
\ 988 HERBACEOUS PLANTS (AS SHOWN ON THIS SHEET )
" MAIN BASIN \
\ ` `�•� PET4ANE=NT POOL ',i"/' ' ''''r' ,',' ' rr' ``,�/
• r , r /
FOR E B A Y ;';
WETLAND PLANT RECOMMENDATIONS
SHALLOW WATER SHALLOW LAND
\\\ • i',` ``' ' ,` %%%' / BOTANICAL NAME COMMON NAME BOTANI CAL NAME COMMON NAME
\ c HERBACEOUS PLANTS HERBACEOUS PLANTS
ACORUS SUBCORDATUM SWEETFLAG ASCLEPIAS INCARNATA SWAMP MILKWEED
\ - - - , ALISMA SUBCORDATUM WATER PLANTAIN CAREX TENERA QUILL SEDGE
\ - - --- / HYDROLEA QUADRIVALVIS WATERPOD CHELONE GLABRA WHITE TURTLEHEAD
IRIS VIRGINICA BLUE FLAG IRIS EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
LUDWIGIA SPP. PRIMROSE WILLOW EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED
PELTANDRA VIRGINICA ARROW ARUM HIBISCUS COCCINEUS SCARLET ROSE MALLOW
PONTEDERIA COROATA PICKERELWEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
SAGITTARIA LATIFOLIA DUCK POTATO KOSTELETZKYA VIRGINICA SEASHORE MALLOW
SAGITTARIA LANCIFOLIA BULLTONGUE LOBELIA CARD[NALIS CARDINAL FLOWER
SAURURUS CERNUUS LIZARD' S TAIL LOBELIA ELONGATA LONGLEAF LOBELIA
SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH LOBELIA SIPHILITICA GREAT BLUE LOBELIA
SCHOENOPLECTUS AMERICANUS THREE-SQUARE BULRUSH RHYNCHOSPORA COLORATA STARRUSH WHITETOP
SCHOENOPLECTUS PUNGENS VAR. PUNGENS SACCHARUM BALDWINII NARROW PLUMEGRASS
SCIRPUS CYPERINUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS
- VEGETATION SCHEDULE
SO FT IN PLANT • PLANTS OF
GENERAL NOTES: PLANTING SEASONS: WETLAND AREA AREA D CATEGORY IN
CATEGORY
WETLAND AREA
1 . TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS ( SHALLOW LAND) . . . . . OCTOBER TO JUNE WETLANDS PLANTS 3950 HERBACEOUS PLANTS 988
ZONES PRIOR TO PLACEMENT OF PLANTS. HERBACEOUS PLANTS ( SHALLOW WATER) . . . . APRIL TO JUNE ( RECOMMENDED)
2. WET DETENTI ON BASI NS SHOULD I NCORPORATE SEVERAL ( MI NI MUM OF THREE ( 3) DI VERSE MI D-SEPTEMBER TO MI D-OCTOBER
SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE GRASSES. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . YEAR ROUND
VEGETATED SHELF.
3. SPACING SHOULD BE APPROXIMATELY 24' -36' CENTERS. YIELDING COVERAGE IN APPROXIMATELY PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE PLANT REQUIREMENTS:
1 -2 YEARS, RESPECTIVELY. AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS ( UPLAND AREA
4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION 1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
CONTAINMENT BERMS. CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON. 2. A MINIMUM OF THREE ( 3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT
AND SHALLOW LAND HERBACEOUS VEGETATION.
SOIL SPECIFICATIONS PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS ( I. E. MASSES OF A SINGLE 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS: SPECIE) WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
OF THE PLANTING AREA EDGES IS RECOMMENDED. AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
1 . THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD 4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
SIMILAR MATERIAL GREATER THAN 2 INCHES. WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED. FERTILIZERS, PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE, BEFORE YOU DIG.
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND. NC ONE CALL
WITH NO MORE THAN 107 CLAY ( USDA SOIL TEXTURAL CLASSIFICATION) . PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS (TOLL FREE)
3. A MINIMUM ORGANIC CONTENT OF 1 0% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY THE LOCAL REGULATORY AGENCY. SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND REVISIONS:
SPECIES AND 5% FOR TURF AREAS. IRRIGATION.
4. THE PH SHOULD BE BETWEEN 5. 5 AND 7. 0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED 5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR 0 R0. BY DATE DESCRIPlpM
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST LOCAL SOURCE TO ENSURE SURVIVABILITY.
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL SUMMER FOLLOWING PLANT INSTALLATION.
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION ( IF USING ON-SITE SOILS) OR SOURCE OF TOPSOIL IF DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION. (OR 1 IT'S THEE LAW!
FACILITY.
PLANTING SPECIFICATIONS: POND
I VEGETATION PLAN CE-PHASE
1 . FOR EROSION CONTROL PLANTING AND BANK STABILIZATION f UPLAND AREA) FOLLOW EROSION THE PRESENEAT
01ARTEPET
P
CONTROL SEEDING SCHEDULE. I �H
2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL MOREHEAD TWSHP. CARTERET COUNTY.NORTH CAROL I NA
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS. DESIGNED:
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER OWNER: BROWN INVESTMENT P I
CONSTRUCTION SEQUENCING SO THAT CHESTER BROWN. RDC/GYT
DRAWN:
ADDRESS: P. O. BOX 930 PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS. � RDC/GYT
,,,,,,wmuu,,,,/, GREENSBORO. NC 7402
`\\����N CARpZ CHECKED:
.�FESS/p .'19 PHONE: [phone] BY' RDC/GYT
*: SEAL .* STROUD ENGINEERING, P.A. APPROVED:
13343 _ 151-A HIGHWAY 24 RDC
MO EAD CITY, NC 28557 DATE :
SHEET C8 OF 14 �O'.c( ? •'4 ' 1 7-7479 LICENSE NO. C-0647
PROJECT#: PM1558BIP-001 'I''•:I'GINE�•' ,o° 8/1 /16
DESIGN FILE #: PM1558BIP-001/CONSTRUCTION.DGN �'� Lvm�` -- _ SCALE:
NALD D. CULL PHER 1 "= 30'
4.

8'MAX.STANDARD STRENGTH FABRIC
WITH (FIRE FENCE -
6'MAX.EXTRA STRENGTH FABRIC - -
WITHOUT WIRE FENCE
6'CONCRETE SIDEWALK STEEL POST - SEED BED PREPARATION 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
--• _
WIRE F
2.0% MAX CROSS SLOPE STANDARD SPILL �2"SF9.5A - • T POST TER FABRIC ----------------------------- 2 DRAINED SITES WIT SERICEA AND INCREASE ROBE
-►--. CURB dGUTTER - 6 4GOOPSI CONCRETE STEEL OS 10-10-10 ------------------------- 1.000 L 5/AC TO REA / -
FILTER S
PAVEMENi _ �. SACKFIMP T NCN SURFACE ROUGHENING: IF RECENT TILLAGE ATI AVE RES0.TE 3' NOffASE�KOBE APPEARANCE OLBS/AC.DESIRED. W17 SERICEA AND
�- AND COMPACT A ROUGH T OPEN ONS H D
THOROUGHLY IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
/i '~6"CABC NATURAL EXCEPT TO BREAK UP LARGE CLQUS. IF RAINFALL CAUSE$ TxE SIRFICE 4• BETWEEN APRIL 15 AND AUGUST 15. ADD /0 LB/AC GERMAN MILLET
/�,•,. WIRE FENCE
r}Z4i-4'CABC 4 PLASTIC OR �•,Oo• aN6 70 BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY ORI5 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD
o• •° • • 25 LB/AC RYE (GRAIN). -
- IL11 UP DISK INC. RAKING OR NARROWING. GROVE OR FURROW SLOPES STEEPER
i ° •° THAN 3:1 W THE CONTOUR BEFORE SEEDING.
I COMPACTED FILL •I ! • O o •°•
_ -- YIN
I I I I�COPACTED FILL NATURAL c o° ° B" _
GROUND 24' • ° O G• TEMPORARY SEEDING MIXTURE PERMANENT SEEDING MIXTURE tSBBLES d DITCRESI
COMMON BERWDAG ASS------------- 80 LBS/AC
,\. :.•..'............B"DOWN X ".:; •.'.'• O°••o o Oo (OECEIBER 1 -APRIL 15l
I'{'.•.'.'.'.•'•`•''.•''''''TORWARD ALONG.:.:.:.....) RYE (GRAINI------------------- 120 LBS/AC
I t:•,_•••_•�•_; 1�'•'•dNfiTH€N�11 KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC OLCLIING -
II V II (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STRAWt WHEAT. OATS. BARLEY.RYE)----- 1-2 TOMS/AC (AFTER SEEDING)
II lll......FILTER II - 70 EXTEND BEYOND JUKE (STRAW DUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED)
24' II FABRIC II CROSS SECTION CAPRIL 15 -AUGUST 15) ASPHALT TACK------------- -200 GAL./TON ff GULCH
SCALE: NOT TO SCALE SCALE, NOT TO SCALE II li _ VIEW GERMAN MILLET--------------- 40 LEIS/AC - 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.O(
e1 6 CONCRETE PAD I GUST 15- DF MR R 301 A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
SIDEWALK/PARKING SECTION e PAVEMENT SECTION e RYE (GRAIN)--------------------- 25 LBS/AC AS A MULCH ANCHORING TOOL.
11 1 OUTSIDE COMPACTOR (IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JIBE 15. 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
QVERSEED WITH SOLB/AC KOBE.) SCALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
INSTALLATION NOTES: WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
i. THE BASE ff BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE ff THE FENCE.
PERMANENT SEEDING MIXTURE AS PREVIOUSLY INSTRUCTED.
NON WALK SURFACE CONCRETE DEPTH CHECK WITH A LEVEL IF NECESSARY. TALL FESCUE---------------------- 60 LBS/AC
- )RAM 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. PENSACOLA BAHIAGRASS------------- 50 LBS/AC - MMINTENANCE
SIDEWALK i••-:--u - 1/2' EXPANSION I 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE _____
.•.vr JOINT (TYP) !LANDING a' I RAMP SECTION TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. SERICEA LESPEDEZA----------- 30 LBS/AC IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. KOBE LESPEDEZA------------------- 10 LBS/AC WITH 500 LB/AC 10-10-10 FERTILIZER. MBN AS NEEDED WHEN SERICEA IS OMITTED
WITH DETECTABLE WARNING SURFACE 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP B INCHES ff THE FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
LAST-IN-PLACE SYSTEM FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
y - 6" x 12" CONCRETE CURB 1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
1 8.33% 11211) MAX RAMP SLOPE 6. WRAP APPROXIMATELY 6 INCHES ff FABRIC AROUND THE ENO POSTS AND SECURE WITH 3 TIES.
\ r O - 7. NO MORE THAN 24 INCHES ff A 36 INCH FABRIC IS ALLOWED ABOVE GROAN LEVEL.
C CROSS SLOPE: 2.00% (4' MIN LANDING) SLOPE 12:1 MAX (5'd" MIN.) S. THE INSTALLATION sHouD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. 1 SEEDING SCHEDULE SEE LANDSCAPE ARCHITECTURAL
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RHE TRACTOR.COMPACT THE EOIL R IMMEDIATELY NEXT TO ® PLANS FOR ADDITIONAL INFORMATION
DETECTABLE THE SILT FENCE FABRIC WITH THE FRONT FFECT ff THE TRACTOR. SKID STEER. OR ROLLER EXERTING A7
WARNING `� C� CURB RAMPS REWIRE A 14'-0') MINIMUM LANDING LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE
SURFACE '"r+ IS' PROPOSED) WITH A MAXIMUM CROSS SLOPE AND 2' DETECTABLE DEPRESSED CURB -
LANDING WIDTH LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS
FOR A TOTAL ff 4 TRIPS.
4" MIN. y PERFORM TURNING MANEUVERS. SLOPE TD DRAIN TO WARNING DOES
5` PROPOSED 'fi -_ --_ - - .tIRB. SEE NOTE ul
1/2" EXPANSION ' ., Ili •' CO)VC'.S/ STANDARD 2'- 6"
JOINT (TYP) 'r?JCCESS R �A'4Lk- CURB d GUTTER
SIDEWALK - TOP OF SILT FENCE
EXPANSION JOINT MAST BE AT LEAST i' -
2'-0" CURB AND CUTTER ABOVE THE TOP ST ff {.�4• yi� SILT FENCE - -
ABOVE
WASHED STONE. II STEEL POST - _ -
CAST-IN-PLACE
DETECTABLE WARNING 110VEN WIRE FABRIC - (1. 2) INTEGRATED DUCTILE IRON
SURFACE SYSTEM FRAME d COVER TO MATCH BASIN O.D.
HARDWARE CLOT
SCALE: NOT TO SCALE SCALE: NOT TO SCALE -
FILTER ff AYJ7\
WASHED STONE _.
e PARALLEL HANDICAP CURB RAMP e PARALLEL HANDICAP CURB RAMP 16'MIN IS'VAR ADAPTER ANGLES
11 1 1t VARIABLE 0• - 360•
' FILTER RFABRIC
OUND
- APRON ON GROUND - ACCOOING TO PLANS -
(4) VARIOUS TYPES ff INLET d OUTLET
2' STRIP IF CUT THROUGH 6 ADAPTERS AVAILABLE& 4" - 30' FOR -
IS GREATER THAN 4' IN LENGTH. 6' UPPER EDGE CORRUGATED HOPE (ADS N-12/RANCOR DUAL
OTHERWISE PLACE DETECTABLE 6' NOTES: I II OF FILTER FABRIC WALL. ADSMANCOR SINGLE WALL)• -
WARNING ON THE ENTIRE SURFACE BURY WIRE FENCE AND 4 APRON IN TRENCH
ff CUT THROUGH. F 6 / MAL4' : HARDWARE CLOTH N-12 HP. PVC SEWER (EX& SDR 35).
GR R414 1. REMOVE SEDIMENT WHEN HALF OF u BURY WIRE FENCE. u PVC DWV (EX: SCH 40). PVC C900/C905.
4, NUN RAC EF1)„_ 2. STONE OUTLET
IS
OVERFED.TO FFILTAND HARDWBIC. CORRUGATED d RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED
5' ```RF L'N40/,1L. - - ENSUE DEMATERING. CLOTH IN TRENCH. STONE OR OTHER GRANULAR MATERIAL
10. IN �- STEE4 POST SET
MEETING THE REQUIREMENTS ff CLASS 11
�. ALIGN CURB PARALLEL MAX 2 APART MIN MATERIAL AS DEFINED IN ASTM D2321.
F k • WITH CROSSWALK ?r 4tA(• 2' INTO SOLID GROUND WATERTIGHT JOINT BEDDING d RACKFILL FOR SURFACE DRAINAGE
. � LABOUR RA1� Qk_ _ (CORRUGATED HOPE INLETS SHALL BE PLACED d COMPACTED
1HG B•3 '0• - OUTLET FRONT VIEW CURET SEL"I70N VIEW SHOWN) UNIFORMLY IN ACCORDANCE WITH AST" D2321.
p0.F-O -_�•�CFFa:. MN 4.w.. NOTES&1. -
2. 12` -330 SOLID RAMESOVERS SHALLS"ALL BE BE DUCTILE IRLE RON PER"ASTM A536 GRR ASTM 3ADEGRADE 70-507-05 0eo & 10' SOLID
��•" SCALE, NOT TO SCALE
- 29 YAX COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. -
3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED
z� _ `iLR&E •s;3Sfe r> O� e SILT FENCE AND OUTLET 4. DRRAAINAGE"CON CTRION STUBTJOINT'TIG14TNNEESS SHALL"CONFOM TO ASTM D3212 FOR CORRUGATED
• _
�°A'70J'- MOPE (ADS N-12MANCOR DUAL WALL). N-12 HP. d PVC SEVER (4' - 24').
5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0• TO 360•. TO DETERMINE MINIMUM ANGLE
CROSS SLOPE NOT TO BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. _
EXCEED 2% ON ANY 6. 12' - 30' SOLID COVERS SHALL MEET H-20 LOAD RATING. -
• 18 ' T. 8" d 10' SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLYt NO CONCRETE COLLAR
PORTION ff RAMP OR I <P^ 1 ROCK
DOUGHRARY NUT NEEDED
'�"- NEEDED FOR LIGHT DUTY RATING. - -
TRANSITION TO STREET. TEMP•;yry--: PROTECTION TYP Y.
• ,� > s ' NCDOT X5 OR SCALE: NOT TO SCALE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE Ny .9 P >
NCDOT 05 OR c �. x '- - z x, r; ,. - U57 WASH STONE
,SST WASH STONE CLASS B RIPRAP'Si {155 8 RIP RAP` _ :. (12'MIN THICK) 1'J NYLOPLAST DRAIN BASIN WITH SOLID COVER
1i CURB RAMPS AT MEDIAN ISLANDS e CURB RAMP (,2"MIN THICK) p;, „ s Tisa gn >„ {,�.n ,,,,>ti�; .
1-11'DIA.TO MIN 1-'.{.TYP
4'MINIMUM INSTALL REGULAR FLOW SILT SACK 1-Ps'D I A..T1'i' C RAIL 12'EARANCE TO OILYDNUMDERI860
THICKNESS SEDIMENT TRAP ME MANUFACTURED A VERTICAL SURFACE
ALL SIGNS APPROVED BY ACF ENVIRONMENTAL (OR APPROVED EQUAL) WITH GRATE B62 BY
12' FOR USE LINER t R'■`M1 AST. INC OR
'•1 6" 18• GENERAL STATUTE / ASPHALT PAVEMENT APPROVED EQUAL
HAD.- VAN ACCESSIBLE SACK TO RE MAINTAINED AND REMAIN
SIGN (IF REQUIRED) 20-37.60 - IN PLACE UNTIL ASPHALT PAVEMENT ADA HANDRAIL INSTALLED AT EACH 1 5'
IS COMPLETED. PER ODE. POST A$ REWIRED
PER ADA CODE. POST RETURN EACH a.- 1111114
3" BAD. 0 VAN END ff TERMINATING HANDRAIL.
_ � 1=� ACCESSIBLE t2"
BAD. SIGN RT-8 OR RT-8A I ,
❑ WP1xcFWaMSKCM RESERVED
< GUARRDRA IL/XANORA IL.
PARKING 111�1=! I-[ l!
COLOR PER OWNER'S REQUEST -
ar
. i SCALE: NOT TO SCALE e x HECSOMENDAPRTpOiS�ACTURER'S I (�I- CONCRET�
SIGN RT-8D o f
I �CII ASTREWIRED BY
MAXIMUM ® ROCK DOUGHNUT TEMPORARY INLET PROTECTION T��CIJ� , . - _j,L ACTUBER
3000 PSI < PENALTY 3/6, _ 1 A KEYSTONE CAP
CONCRETE 24" Uo $250 (TYP)
3/e"
��i -11�T Cal IT I I II I I I Ir�`) II' r
)TYP) KEYSTONE STANDARD
_nt NEENAH TYPE R-4826 UNIT (DARK BROWN)
RT-OD R7-8A FRAME AND GRATE. ON -
mm FINISHED GRADE R•1-1/2" (TYP) - APPROVED EQUAL -
m 240 UNIT DRAINAGE FILL SCALE: NOT TO SCALE
SCALE: NOT TO SCALE (314'CRUSHED ROCK
LETTERING AND BN I R GREEN `.. OR STORE) -
4 BACKGROUND WHITE W � 22 TRENCH DRAIN
11 STANDARD SPILL CURB & GUTTER ( 24") 8. �. 3•� PSI ARROW (OPTIONAL) GREEN
CONC. FOOTING FIGURE WHITE ON BLUE FIELD NOTE: ALL STORNDRAIN PIPING TO STRUCTURAL
BE INSTALLED W MINIMUM 6' CLA55 II DESIGN BY OTHERS
i OR HIGHER GRANULAR FILL BEDDING HOPE DESIGNu
RyT7-BD PENALTY SIGNS ARE REWIRED TO VARIES e i -
ACCOMPANY ALL RI-8 OR RT-BA PARKING
JOINT SEALER h" l SIGNS ERECTED AFTER DECEMBER 31. GEOGRRD DEPTH
1990.
R"E P FINISHED GRADE
-)< SCALE: NOT TO SCALE MAXIMUM PIPE DIAMETER ,,. ' x- BEDDING
• DIMENSION -H" 36"WALL 4B'MALL 60'WALL �� MIN 6' 057 STONE
• 4" 4'PERPORATED P
- HANDICAP SIGNAGE 3'-C' ,B"_ 1B" DRAMA T
4 -6' 24 30" 30 DR CRUSHED STONE
•�,Z"_, JOINT FILLER ® - UNREINFORCED CONCRETE
TRANSVERSE EXPANSION JOINT IN SIDEWALK NOTES: LEVELING PAD
1. INSTALL PER MANUFACTURERS RECOMMENDATIONS
SCALE: NOT TO SCALE SCALES NOT TO SCALE _
2. HANDRAIL OPTION MAY INCLUDE THE SLEEVE-IT SONOTUBE. -
NOTE: 17 DROP INLET 3. GUARDRAIL REWIRED WHEN FINISHED GRADE OF WALKING SURFACE IS 30' OR GREATER
A ).{ EXPANSION JOINT SHALL BE REWIRED AT 45' INTERVALS. CONRACTION THAN THE ADJACENT FINISHED GRADE.
A Rp EXPANSION JOINT SMALL BE REQUIRED WHERE THE 3500P51 �tA�w JOINT 11
SIDEWALK JOINS ANY RIGID STRUCTURE. CONCRETE p 4. ALL RETAINING WALLS BEATER THAN 42' IN HEIGHT TO INCLUDE SAFETY HANDRAIL.
1/2" 04 BAR 04 BAR 1/2`
F" CHAMFER CHAMFER A 4500 PSI Nov DIAMETER HOLE -
q , �• 30W PSI ® KEYSTONE RETAINING WALL
CONCRETE FRR REBAR ANCHORS
DRILLED INTO APRON
1" _t CONCRETE DRAINAGE BEFORE YOU DIG:
: . 4' ARCHES NC ONE CALL
-4 (^ 2" I •' EDGE of (TOLL FREE )
•I •', PAVEMENT Q REV IS [DNS:
GROOVED JOINT IN SIDEWALK 6'
SCALE: NOT TO SCALE
SIDE VIEW END VIEW O A(0. � DATE DESCR/PT10N
NOTE: y - SCALE, NOT TO SCALE - -
AEGROOVE11xOINT THE I' DEETE WITH
SIDEWALK ADIIS`SHALL
BE
REQUIRED SCALE: NOT TO SCALE
CONCRETE RIBBON CURB e CURB TRANSITION 18 CONCRETE PARKING BUMPER DETAIL
(OR 1-800-632-4949 )
IT'S THE LAW:
S' WIDTH -
3000 PSI CONCRETE
SITE & DRAINAGE DETAILS
- THIS PER _
PER FT.-� _ THE PRESERVE AT CARTEPET PIACE-PHASE 2 _
,�_ D 1• 4 1 > ?6��H ICKWASHEO $TONE ' X. EDG OF 4/,1, 5.00 ;:1
I M1E 4 AVE N 'TTi VAN -
f l } ~ Jf1yY MOREHEAD TWSHP. CARTERET COUNTY.NORTH CAROLINA
��,� /I ��� lr .
Q OWNER: BROWN INVESTMENT PROPE j ES DESIGNED:
CHESTER B _.,,c V • RDC/GYT
DRAWN:
ADDRESS: P. O. BOX 9
SCALE: NOT TO SCALE SCALE: NOT TO SCALE " o./ GREENSBORO NC 27402 CHECKED:C/GYT
5 °°O• FESB/0'ti9' PHONE: [phone]BA:_ ---- RDC/GYT
11 TYPICAL SIDEWALK DETAIL 1 STONE CONSTRUCTION ENTRANCE 11 SWALE SECTION "�Q``° � . APPROVED:
SEAL .*_ 5 STROUD ENGINEERING, P.A. RDC
SHEET C12 OF 14 * 13343 MOREHEADH CITY.NC 28557 DATE :
PROJECT#: PM1558BIP^001 �p4i FyGINE`G 47-7479 L ENSE NO. C-0647 8/1 /16
DESIGN FILE #: PM1558BIP-001/CONSTRUCTION.DGNC�Nm(NDC'1 ` �ti �5 jUV l(J �Q (� _ -N-`
[gyp _ SCALE :
NALD D.CULL PHER P.E. AS NOTED
`4

THE PRESERV AT CART R T PLACE � PHASE 1
MOREHEAD TWSHP , CARTERETCOUNTY , NORTHCAROLINA
CLIENT: ENGINEER: INDEX OF DRAWINGS
BROWN INVESTMENT PROPERTIES A STROUD ENGINEERING, P.A. SHEET 1 SITE PLAN
CHESTER BROWN, III 107-B COMMERCE STREET SHEET 2 STORMWATER, EROSION & SEDIMENTATION CONTROL PLAN
SHEET 3 POND VEGETATION PLAN
P.O. BOX 930 GREENVILLE NC 27858 SHEET 4 PLAN & PROFILE:EXTENSION OF GALANTIS
GREENSBORO, NC 27402
�,��``Q,tN„C,';4RO��r�� STA 0+00.00 THRU STA 10+00.00
, o . 252-756-9352 LICENSE NO. C-0647
336-379-8771 = :¢Q° °ti9 9
SHEET 5 PLAN & PROFILE:EXTENSION OF GALANTIS
SEAL 's_ �LI .. �( t .1%ILL ''� � �� STA 10+00.00 THRU STA 16+55.86
36970 = GINGER ' . TURNER, P.E. DATE
SHEET 6 DETAILS
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;o,:UP? [PRELOMM ARV DRa �nMON Q
DO M07 USE FOR
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PROJECT#: PM1558BIP-001
DESIGN FILE M PM1558BIP-001/CONSTRUCTION.DGN

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ADDITIONAL WETLAND AREA IDENTIFIED
BY USACOE APRIL 2015 AND EMAIL AUGUST
2015. ISOLATED WETLAND X CUT
\ , WETLANDS FILL #2 CONCRETE
N4 0 / / I 1 SIIDEWALK
/
(V / / �,/ AREA = 3.354 SF 1 I ' 15.43 _-_- - -_ --
0 24. 17 / S 2e / / W N87°39'58"E
N47020 17 E / ; \ S?, C7 ✓ �= " N87.39'58"E 96 19
0- / /6-, / N87°39' 5B"E 1 --- _ nn C
o / s /o``, F / - -- --- I - 60 PUBLIC RIGHT OF AY
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/ / a: - - - -
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\ !�( a 2' F AREA = 437 SF 309. -
7`J / / �9 , / --""� _ G2- --� 60' PUBLIC RIGHT OF WAY -- - - _ _ - _ --- - --- -- "- - - 331 .43 N67 38 59 E PIP
B• /
P 1¢ 1yYo, ?i F \ T 16'W yl -1-
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N.C.PIN# 637614247334
/ / WET "D ��E PION 0..59 ZONED PD
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pJ ✓ MEEVIO Y A OVE SAC �' v;/
LIMITED PARTNERSHIP
1� YE"N@✓ G l l � �� •/ � Lam- _ � . DB.617 PG•61 LEGEND
1R ✓ �i ,/ �JA T MIE� O .-�� �.�� � LAG _A `I AL �G: y, y� N.C.PIN#637614248028
. [ _ �✓ _ � �
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ZONED PD AC ACRE
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,��„� �'�--� �L �/ �L_ ✓ �G_ �. / �G. �C_` \,z v \i/ �''',/ \./ ;/ �I/ \/ / .:/ % -/ `.!/ Jz .: I�yG �i/ J/ ���I BRG - BEARING _
/✓ �;�. �` ' '�✓ �.' vl.. ` / �/- �_�/ -✓_ �.,1 �� _ AG. . EGG "G yI/ sG, CF - CUBIC FEET
N6 jO 0 / `,✓ �G `u' u u�/ /_ ,� vl_- a �l �L�l. �� \ .L �/ �.G G��; A� �� �/ �/ �1L_ 1G .�L yL tic_' `.Il_ AIL_-.Il ` DR - DRIVEOWINE
" - �- �G DI - DROP INLET
W DIP - DUCTILE IRON PIPE
_ .✓' �1 -,�C _ ! � .. �/ �G �� �V -AG �G `v E( - ELEVATION
Q, _ �✓ v \,.� ` _� ,h ` _ yL yL ,� 1- _ �✓ �i/ til_yl_ L v'l ;° R - EX. IRON ROD
\/ ✓ EDP - EDGE OF PAVEMENT
�I
EX - EXISTING
FLOWERS DEVELOPMENT CORPORATION = FE - FINISHED ELEVATION
.v -W- ,/ „ ,. ti._ 1 -,;, ,/ ti/ �,l ./ �,l y!_ �J� �IG-V_ \ �.,l`�j �� .I/ ��yC �/ ./ ` �L_ �G FES - FLARED END SECTION
N.C. PIN N6376U 3131941 \ ��� _, \I/ FF - FINISHED FLOOR
' _ -LAG y/ \✓ • 13 FT - FEET
�✓ ��✓ ._„l_. Jl., �!_ J! �./ �•/ �.L, _�G, INV - GATE VALVE '
ZONED I �✓ _ v _, - - - - - - -- - - - - -
/ `,✓ \.G / ` �✓ ti `` `,Il. .I/ 1✓ SIG`yG �C�iG `� �L.G / ` / / �.i/ �✓ v/✓ v/ �✓ ,� �I
\ - LF - LINEAR FEET
� �' � � � `�- � �, vG �. EIP 0.13'
/ �/�, \�� � -`. �I �� � \/./ MAX MAXIMUM
EAST OF PROPERTY MBL MINIMUM BUILDING LINE
EIR LINE MIN - MINIMUMOLE
\I/� r N/F - NOW OR FORMERLY
NTS - NOT TO SCALE
O.C. - ON CENTER
- SITE
� �/ ./ .i \,' i ,jam N/F R - RADIUS S I TE DATA I BENJAMIN E. THOMPSON RCP - REINFORCED CONCRETE PIPE
/ `.✓ tiG .
TOTAL TRACT AREA = t .290.638.825� t29.629 +/-AC) DB.748 P61423 R/w _ RIGHT-OF-WAY
/mil N.C.PIN# 637614236821 SDMH STORMDRAIN MANHOLE
`' 1 I ZONED PD SH - SHEET
lc -
UPLAND AREA = 995.237.52 SF (22.848 +/-AC) `.✓ •�i/ ( .I �aIG„lyG / -
TOTAL WETLANDS AREA = 295.401 .3 SF (6.781 +/-AC) SIR SET IRON R00
STA STATION
TC - TOP OF CURB
RIGHT OF WAY TO BE DEDICATED = 90.953.42 SF (2.088 +/-AC) TSW _ TOP OF SIDEWALK
TYP TYPICAL
��` ----20' DRAINAGE EASEMENT
PER MB. 15 PG.38 -x- SILT FENCE
RECEIVING STREAMS
PELETIER CREEK CALICO CREEK ti \
- CLASS = SS CLASS = SC � _`i v/ �1/ ✓ _�.�� STORMWATER/DRAINAGE
ti EASEMENT
STREAM INDEX = 20-36-11 STREAM INDEX = 21-32 ti /= i,�-SIG. \,IG_ V- __ _�.c, WETLANDS
1. BOUNDARY TAKEN FROM MAP PREPARED BY PHILIP A COLLIER. PLS - \, ' I '� - -
OF STROUD ENGINEERING. PA MOREHEAD CITY. NORTH CAROLINA. '��- ��yG �C�L Al CONCRETE
ENTITILED MAP FOR SUBDIVISION FOR BEST VENTURES. LLC PROPERTY
TRACTS 1 . TRACT 2, TRACT 3 AND DATED 3/19/10• yG -� � '
2. WETLANDS TAKEN FROM MAP PREPARED BY E. GLENN CORBETT, PLS -�\,� FILLED WETLANDS
OF STROUD ENGINEERING, PA MOREHEAD CITY. NORTH CAROLINA,
ENTITILED WETLAND SURVEY FOR BEST VENTURES. LLC PROPERTY
TRACTS 1 . 2 8 3 AND DATED 9/24/15. __ �" '
�� . � ROCK DOUGHNUT
BEFORE YOU DI CALLG:
EIR la
�� `�✓-_ N6j°2g- F-7' DRAINAGE EASEMENT I(TOLLEFREE )
h S7 W PER MB.15 PG.38
/ 0 REVISIONS:
GALANT I S ROAD GALANT I S ROAD RIGHT OF WAY g2' '� Ilpip N/F
CENTERLINE CURVE DATA CURVE DATA GUARDIAN AVENUE. LLC O Na BY DATE DESCRIPTION
EIP 0. 15 SOUTH ' DB. 1482 PG.346
C1 RADIUS = 380.00' CS RADIUS = 477.57' OF PROPERTY LINE h f N.C.PIN# 637614236505
LENGTH = 326.02' LENGTH = 36.5T' � 'l ZONED PD (OR 1 -800-632-4949 )
CHD.BRG = S77027'01"E CHD.BRG = N45603'00"E
CHD.DIST= 316.11 ' CHD.DIST= 36.56' "� 1 � IT'S THE LAW:
C2 RADIUS = 320.00' C6 RADIUS = 350.00'
LENGTH = 54.15' LENGTH = 300.28 22 fp1 f1(1 (III M fib M/1 I�p(mil -
CHD.BRG = N82.49 07"E CHD.BRG = S77°27'01 "E PQL5L5°lNll if Ly/ o-a VI% ° IIVL�.I SITE PLAN
CHD.DIST= 54.08' CHD.DIST= 291.16' Im Ir U
C3 RADIUS = 320.00' © LENGTH = 350.00' 82),36 D O ° O v [FOR
CHD.BRG = N85°41 '43"E CHD.BRG = S82.49'07"w It f
°a ��r��c °°� THE PPESERVE Al CAPTEPET PLRCE-PHRSE 1
CHD.DIST= 22.00' CHD.DIST= 59.15' N/F
C4 RADIUS = 320.00' C8 RADIUS = 290.00' N67. LONGLEY SUPPLY '
LENGTH = 23.59' LENGTH = 49.07' COMPANY INC. MOREHEAD TWSHP , CARTERET COUNTY, NORTH CAROLINA
CHD.BRG = N85050'13"E CHD.BRG = N82049'07"E 38'• r3
CHD.DIST= 23.58' CHD.DIST= 49.01' K'
c9 RADIUS = 410.00' p oe.543 PG.405 � OWNER: BROWN INVESTMENT PROPE �E� D NED:
O LENGTH = 351.76' cry N.0 P► ZONED 6IU3231048 CHESTER BROWN, III "-` �EI RDC/GYT
CHO BRIG = N77.27'01 "W a DRA
CHD.DI$T= 34t.07' N/F �0q+1s111„rr ADDRESS: P. O. BOX 930 °
THE BLUFFS LAND COMPANY LLC. ���P(N•CArIC GREENSBORO. NC 27402 CHE ED C/GYT
DB. 1146 PG. 137O•a• ASS/ 4'�y�'•. BY:
N.C.PIN# 637613137254 '�;QO '_�
PHONE : [phone] RDC
ZONED OP - '¢ SEAL 970 s STROUD ENGINEERING, P.A. APPROVED: GYT
60 30 0 60 120
SHEET 1 OF 6 ''•.I;GINE:�•' �4�• 107-B COMMERCE STREET
IN
� GREENVILLE, NC 27858 DATE :
PROJECT#: PM155861P-001 �,, ✓� .....�Pa�� (2 2) 756-935$ LICENSE NO. C-0647 6/10/16
DESIGN FILE #: PM1558-161P-001/PM1558-1 CONSTRUCTION PHASE 1.DGN SCALE: 1 "= 60' CP ESTABLISHED BY DISTANCES ''+•.Fq Y• .�`�, ( J�
''��mn�.... �_�: �-42�Ltz-- SCALE :
PER DEED GINGER Y.TURNER P.E. 1

It Ihj
NO ADDITIONAL DRAINAGE
T f I
� , ,' 1\ AREA TO BE DIRECTED
p m / ,' }' \, N/F FANNY BIANCO __---- / TO THE RIGHT OF WAY fill
�` DB• 1503 PG• 425 --- "- y4\ ; OR STORMWATER POND fit
1 `,
1 / / / � � �♦ N. C. PIN# 637613143525000 ZONED( R20 ) ,T Mtn
EXSSMH RIM = \45\ ADDITIONAL WETLAND AREA IDENTIFIED ' ,
BENCH ELV. = 37 . - NO ADDITIONAL DRAINAGE 1='�--------_ � � BY USACOE APRIL 2015 AND EMAIL AUGUST i/,' 1n°0,'
\ / 24"HDPE S 0.3X /I /}' INV. ELV. = 7. \ _�'
_ 2015. ISOLATED WETLAND
MOMSTONE ' / D 11 \\ ✓�~'
/ /
,-. AREA TO BE DIRECTED
CONSTRUCTION ,' `(/ ,-� INWTE tsS TO THE RIGHT OF WAY 1 • '`-�
/ \ ENTRANCE LAND DISTURBANCE \� � J/ I L�A214D�`� I b� l{ ,I` _- -�-� - ----- -�-�
E / LIMITS. TYP / •!jam - -+•- �* _
10 14LF OR STORMWATER POND IAPPROX 3.98AC)
(\[ PIPE 12„50LF � / 24"HDPE _
24"HDPE • ]'./ / 1 �_ - \✓ \ \
o WOODS - `
WIDT
N cuss a � , - , .\ -_ ------- _ . . HIy13 67 ��' EXF��--- -- - r --"---- y�
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CD LENGTH i �� , \
DEPT ie% \�\ \��� ,..- •.: . 26Lf_S910PE- - ----- "-_-_---" --__ - ^-_ / r�� +r•r 3��as__ -- --
Pn / / ry / / ! t le .� ~.t .....•.i •JBt ________-__-___ - -
1
\ 19'81�
�✓ / _ , PIPE 4 48,-4 • 0.3Z ,1 Li'• I 1 ,^ f yL:- ---------------_�O
VI - .~ _-X.P-V{-1S3A IN 14.55 \\� • 0.%TB
P I
I, / /an'- v /1 = aB7` - 26LF 15'nDRE -� - INV 14.07 --- - - _ - _ _-/ 1(.,8"CMP / Ili Ill`/�___- STONE
lY' � - a0.3% - -- _ _ N INV= 14.14 3^` Alp T
S INV= 14.54 / n / /
1 / /)/�S�'' CONSTRUCT ION
226LF'18rHOPE �� SILT FENCE. TYP ENTRANCE
L EX. 18"CMP TO BE-
REMOVED
I __ Y B REPLp'C�ED
ND
�\ 1 LF518'HDPE 1 LAND DISTURBANCE WITH 54LF 24" PE
'��, y \�/ \W �aJ la•1 \ PIPE-8 DDtF� F-CHT.�O PIPE 6 .3Z 1 LIMITS. TYP I �o\
IAPPROX 3.98AC>
^,+J11Tr_
/.�/ / / �' / \ tb \ n \111'�aT•b/ 11 T LENGTHS N72NAP
•'d1•I , / RIM 1 11\i. 11 111 WIDTH
/ I rys )II�1I I/1 /
/ IN 8.0 IRPM 17 \ iB.S ` it
-__ lul + 11111 /i /i/, DEPTH - 18' / II // II / / LEGEND
11 /i/, Il /
/ l /' / \�/ �/ rrCWAtk�p X _\ PIPE 7 IDLE\\ N1111111 1j1111 /G,f/i ♦ WOODS / I `\ Ali 1/1 ,�b�, / / �`�----- -S1LL�E 0 .�X a 1111ii/ / / \ y0�- �rB�
,,^ \ 4 24"HDPE111111\ / - I \ ' /)III , _ -
\ t6 \ 1111111 �, \\ 1 \ i' I / AC ACRE LF LINEAR FEET
BLOC _ BEAR[NOG MAX - WXIMum
\ / / TR ST ION -"•� WOODS - / BRG SEAR ANC MBL - MANHOLUE BUILDING LINE
pN i� _- � \\ � � - ! CF - CUBIC FEET W - MANHOLE
/ CL - CENTERLINE MIN - MINIMUM
' 'yell \Y>. / OR - DRIVE N/F - NOW OR FORMERLY
/p , - - HARDE OPERF �` 1 ' I �` I � \\ / �- _ � / ��r\ 1/ I III - DROP INLET N75 - NOT TO SCALE
- \\ 0IP - DUCTILE IRON PIPE O.C. - ON CENTER
I , 9 � � \\ `\� - _----_-_t 7-_- / ` � - �6 /I/ 1 EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
I `�'st-�_` IUS
TH/TKBFIYSO= 18 ' ` I � �ILI I JAL �' I �ILI ' I AIL �` I AIL` ' ` [\ I ' I /1 J. EX - EXI- EDGE STING 9T F SDW - STGRYDRAIN
PAVEMENT A1WNXp.E
/ I FE - FINISHED ELEVATION SH - SHEET
SIG i --S SIG SG +1 ETLAfRDS s`�G rya ' /
\ d ; � f \\\~���-\ \�� ��' 11 /' 1/ /// FFS - FLARED- FINISHEENDLSE ROD
FLOOR
STA - STATION
t-__-\ AIL AIL J\L " \� ' T' I / I Ae' FT - FEET TL - TOP OF CURB
POND DESIGN SUMMARY -- �� �� �� �� �� �� �'� �� �� �'� �� �� �� �'� �� -' GV - GATE VALVE TSW - TOP OF SIDEWALK
\\ C�, •J - /, I I // INV - INVERT TYP - TYPICAL
-_ \ AIL AIL AIL .AIL J�L AIL AIL ��/ AIL \v AIL AIL
DRAINAGE AREA = 265.000 $f \\� \�� �J; �� �� �� ��) 5�� �� �"G �� �'� �� �� �� / I i//
\\ �_�L�� �\ -LD- LAND DISTURBANCE LIMITS
IMPERVIOUS AREA \ \_ / \ ' \ ,/ , l I -SF- SILT FENCE --16-- EXISTING CONTOUR
ROAD = 49.880 SF _- ______ _____ \�/ \�/ �[� �/ �/ \I/ ,�/ \�/ \�/ \�/ ,�/
ROAD SIDEWALKS - 7.793 SF -�_8.92T SF _ ) / ` I ' ' ' ,
FUTURE= 156.600 SF \ \\ r- --_____ ____ ,��'S' / \ "/ � � � �� L� ��V IIL�_��JC� ��V�L��V�L��G�L \� ____r y' I 1 -SW- PROPOSED WATERLINES- PROPOSED TE
STORMWATER/DRAINAGE ROCK DOUGHNUT
%IMPERVIOUS • 44% (WITHIN DRAINAGE AREA) 60 30 0 60 120 ® EASEMENT
PERMANENT POOL ELEVATION = 13.0 FT I I
WETLANDS
PERMANENT POOL SURFACE AREA REO'D = 8.163 SF
PERMANENT POOL SURFACE AREA . 13.144 SF
CONCRETE
PERMANENT POOL VOLUME = 55.398 CF -
STORAGE POOL ELEVATION = 13.88 FT (REQUIRED) SCALE: 1 "= 60' FILLED WETLANDS
STORAGE POOL SURFACE AREA = 18.479 SF
REO'D STORAGE VOLUME - - 14.775 CF (REQUIRED)
PROPOSED STORAGE VOLUME = 14.835 CF NOTES:
1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT TO PERMANENT GRADE AT COMPLETION OF CONSTRUCTION.
FOREBAY DEPTH = 5.0 FT - -'='_" 2• PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE AND/OR EMERGENCY POND DRAINING. 18 -
FOREBAY VOLUME 10.582 CF -" =\\` A 3. SEE SHEET 4 FOR WETLAND PLANTING PLAN.
_ MAIN BASIN DEPTH = 6.0 FT 7 17.5 11,B.4 1 11�� -g -��I`11`� 1S i /7 _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - --- - -- - - - ---- - - - - -- - - - - - 1B
MAIN BASIN VOLUME = 44.816 CF TA V 1 � 1 +1111y , 1111111 1111W 17 J(ALL..EL.1 a.5 _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ ____ _ _ _ _ _ _ ___ __ _ _ _ _ _ 17 16 _ - _ _ _ _
O�,fd, 1 + 111 to 1111 ��Lifk f.L 1. 0s11 - - - - - - - - - -_ _-_ _- _ _- -_ _-_ --- _-_ _-_ _-_ _-_ _-_ _-_ _-_ _-_ _-__-__-__-_ _-_ _-__-_ _-_ _- - -
AVERAGE DEPTH = 5.33 FT (USED 5.0' FROM SA/DA CHART) P Nj� 1 11 11 l�iP 1 1111//11 FOREBAY J))1I ll 16
Y' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
PLANT
'-r +\111111 1`111111 /i'i'%! 15 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ ___ __ _ _ _ _ _ _ _SHEEIE3- _ _ _ _ _ _ _ _ __ _ - _ ___ _ _ _ __ _ _ _ _ - - _ _ _ _ _ _ _ _-- _ _ _ _ - - _ _ 15 15 _ __ _ _ _
11
11 1�.N1 + 111111 /'/''i'/'' 14 _ _ _ _ _ _ _ TTT�.TCi�r,� s�.------���--����.,---��- -���-- 14 _ _ _ _ _ _
A r� MAIN BASIN , 111 \ , / // /// -� 14
10' ♦! 11111J11111 11+1+\11�i,/'/iii'/ 13 a0 TPDIN FI t --------- _ - 1 _ _ _ _ -_ _ _ _ __ _ _ _ _ _ _ _ _EEBYAtlEf( i.II_____________________________ 13
12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 18'MAX CAP WIDTH.TYP
Im� 111i1 1✓ ¢ w _ _ _ _ _ _ _ _ _ _ _ __ __ __ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ __ _ _ _ ___ __ __ __ _ 12 12 _ _ _ _ __ _ _ _ _ _ _ _ _
1 •}
A. I�x11 11 , 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -_ _ _ _ _ _ - - - _._ _ _ _ _ K _ _ _ _ _ _ _ __ FOREBAY _ __ __
_ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _
- _ _ _ _ __
ZiMm
TRANSISTION TOP WALL -� - N111 + t 11 t- o - --- -- - -- - - - >> 11 - - - - - - - - - - - - - DEADMAN AS REND)RED.TTP
ELEVATION TO 16.75 -•-..� - 10 _ _ _ _ _ __ _ _ _ _ _ _ _ _r z a - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ __ z ti
FOR EMERGENCY OVERFLOW a ¢ y -- - - - -- - - - - --- - - - - - -- -- -- --- - - - - 10
_ _ __ _ _ _ _ __ _ _
w D w MAIN BASIN 10
.► - �.�I y _ _ _ _ _ __ _ _ _ _ _ _ _ _o „ _ _ __ - _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ __ _ _ __ _ _ _ _ VINYL SHEET PILE.IYP
POND ACCESS -+ a EL 8.0 SEDIMENT TO BE - - 9 EXISTING MATERIAL
FORMAINTENANCE _o _ _ _ _ __ _ _ _ _ _ _ _ _ _ _6 _ _ __ _ _ _ _ _ _ _ _ min _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 r _ _ _ 6 9 _
_ _ _ _ _ _ _ _ _ L .0 .A... __ _ _ _ _ __ _ _ _ _ _ _ _ __ 7 6 _ _____ _ _ _ _ _ __ DEPTH BASED ON STRUCTURAL
L."'- = 1�, t - ' r i'+•. '.x g. r.4'�a _ _ DETERMINATION BY OTHERS
NTT16.99 - 14" -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _
265.3A S12.01'44"E - - - - - - - -- - --- - 5 _
5' S' VARIES 24, 5' 1. 13, VARIES IV
13.19 108.82 S84.59'28-E POND X-SECTION A-A POND RETAINING WALL
N �b a0' SCALE:
SC
V: 1'- 5' ALEI NOT TO SCALE
y�149.95 N84.59'28"M g5� H: 1"= 20'
163.31 O FLOAT
STORAGE POOL (RETAINING WALL) IN82.2y 37"W TRASH SCREEN REMOVABLE ALUM. GRATING
MCNICHOLS GAL - 100A OR EQUIVALENT WATER ENTRY UNIT
_ - WITH 1' x t,b" BRG. BAR. STADARD -- - - -- - - - - - - -- - --------- - - - - - - - -- - -- - - -- WITH TRASH SCREEN
LENGTH
RADIUS 0 = 101.00 RADIUS 0 = 119.00 WATER ENTRY UNIT
CHORD LENGTH = 29.92 CHORD LENGTH = 20.69 MESH 4'x 'bry6" -Q11E1�+(f.L�t:L- ---- - - - --
ORIFICE OPENING INSIDE
5.00 16.0- - --- - - - - - ------- - - - - - - - - - - - - -- - - - -
CHORD DIRECTION = N86.29'24"E CHORD DIRECTION = 520.57'48"W THE HORIZONTAL TUBE WITHA CONSTANT HYDRAULIC HEAD
LENGTH O = 29.845 LENGTH O = 75.25 0.50 2.00 2.00 0.50
RADIUS = 19.00 RADIUS = 99.00 Y C FLOAT
B2 1s.o- - --- - - - - - ------- - - - Y�EDUcEML - -- - - ----- -- - - - END VIEW
CHORD LENGTH = 26.87 CHORD LENGTH = 73.45 44. _________ _
CHORD DIRECTION = 557°01'44"E CHORD DIRECTION = 575°43'S1"W - t6"E O - 1 (2)-10" PVC SCREENED ORIFICES
NT7 5B. I ----I 14.0.2ULPXQWL.Pq& LLm 13�AL- _JU-EL..) LF 24• RCP 0.34%
- -- - - TO JB3
"E N 16.99 PIPED('BARRELPOR ARM) FLOAT PVC VENT PIPE
T,58.16 p , S12'01'44"E I 13.0 PERMANETNT POQLF,L_1py- - - - -- _ cLvrL5 m13
N1 o - - INV EL.12.75
o FORE BAY BZ F 6'PVC TEE INTO BOX =-------- -----
_ 10"PVC ORIFICE ____ B j99�Ay a O __________ _ w -�- SCH 40 PVC PIPE
a a _ _ _ ___ _ __ _ - )BARREL OR ARE)
s : - - FLEXIBLE HOSE
• E o - - - - - -- - - - - -DRILL 2-1/4' OR pt BOTTOM EL. 11.53
6"PVC M/ORIFICE
r 10LF 2TO RCP 0.34%
FLEXIBLE HOSE
INV EL 1
MAIN BASIN j A %6 ,9`6 GRILLED ORIFICE TO J83 11.0- - - - - ------ - - - - -- 4'- 0'
p A• .� 10"PVC ORIFICE- ______________ __ �� - 0' TOP VIEW <FNGlN Qc
PERMANENT POOL (EL13.0) N 0 7 hag r
S 10.0- - - - - - - '�� INSTALL SKIMMER (DETAIL THIS SHEET) AT 4R
��� ��� BEGINNING OF CONSTRUCTION. ONCE SITE 2. 5" SKIMMER a
LENGTH = 21.99 LENGTH = 8.00 / IS STABILIZED REMOVE SKIMMER d 6"SCREW .� ATTACH FLEXIBLE HOSE TO ORIFICE
RADIUS = 14.00 RADIUS = 94.00 150.93 i ON CAP AND REPLACE WITH 6-SCREW ON CAP 2.2 5 ORIFICE TEE PER MANUFACTURERS
CHORD LENGTH = 19.80 CHORD LENGTH = 8.01 N82.29'37"If 8 ! �V i DRILLED WITH 2.25' ORIFICE RECOMMENDATIONS
CHORD DIRECTION = S57'01'44"E CHORD DIRECTION = S56'23'42"W -----'
LENGTH © - 16.12 LENGTH O = 58.201,,'
\ SECTION B-B
RADIUS = 14.00 RADIUS 6 FT. SUPPORT L
CHORD LENGTH = 15.25 CHORD LENGTH = 57.28IR LOTH SKIMMER REVISIONS :
CHORD DIRECTION = 520.57 48"W CHORD DIRECTION = S79.46 08"W POND A w; XZ'o A. BOLTS i 12' D.C.00
OVERFLOW DEVICE J.ALE*. NOT TO SCALE
J. W. FAIRCLOTH d SON INC. N0. 6Y DATE OESCR/PTlON
PLAN VIEW TELEPHIRCLOT912)UT32-12M
SCALE: 1 "= 40' SCALE: 1". 3' FAX: [phone] / G7 g11 �rq�
SEEDING SCHEDULE 2 GYT 6/20/16 POND ACCESS
3 GYT 7/6/16
CONSTRUCTION SEQUENCE SEED BED PREPARATION 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
LIME----------------------------- 2 TONS/AC 2. ON POORLY DRAINED SITES QUIT SERICEA AND INCREASE KOBE
1. INSTALL STONE CONSTRUCTION ENTRANCE(S).
2. CLEAR AND GRUB SITE, REMOVE ENOUGH TREES FOR CONSTRUCTION. 10-10-10 ------ING: I------------- GE OP LBS/AC TO 30 LRS/AC
3. INSTALL SILT FENCING AS SHOWN ON PLANS. WITHIN AREAS OF CONSTRUCTION. SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED 3• WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND -
4. ROUGH GRADE STREET. IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED INCREASE KOBE TO 40 Les/AC. STORMWATER, POND A DETAILS 8 EROSION 8
5• EXCAVATE AND CONSTRUCT DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE 4• BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET
5. INSTALL WATER. NEWER AND STORM DRAINAGE. WITH INLET PROTECTION. TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD SEDIMENTATION CONTROL PLAN
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 25 LB/AC RYE (GRAIN). THE PRESERVE AT CAPTEPET PIRCE-PHASE 1
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE OF PAVED AREA. THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
B. INSTALL CURS AND GUTTER AND PLACE CABC.
9. PAVE STREET. I'"� �/�1 nn M n �p
10. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS. TEMPORARY SEEDING MIXTURE PERMANENT SEEDING MIXTURE (SWALES d DITCHES) d p d (a
INSTALL ALL PLANTS PER LANDSCAPING AND POND VEGETATION PLANS. LDFCEMBFR 1 -APRIL 15) COMMON BERMUDAGRASS-------------- BO LBS/AC �W���111711�OVQ� u D2��FOR
�n�� �" MOREHEAD TWSHP. CARTERET COUNTY.NORTH CAROL INA
11. REMOVE SILT FENCE AND REGRADE SEDIMENT BASIN TO DESIGN SPECIFICATIONS. RYE (GRAIN)---------------------- 120 LBS/AC DD OO HIV O ll U C�J LS I1- O R D E SIGNED:
G N E D
KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC MULCHING BEFORE YOU DIG: C�OG.1j �S�G�MC�400G`\lI OWNER: BROWN INVESTMENT PR � �� RDC/GMT
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) NC ONE CALL CHESTER BROWN, III
MAINTENANCE PLAN TO EXTEND BEYOND JUNE) (STRAW DUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED) ( TOLL FREE )
" AWN:
(APRIL MI -AUGUST --- ASPHALT TACK--------------------200 GAL./TON OF MULCH ADDRESS: P. O. BOX 930 '
nL•.
GERMAN MILLET--------------- 40 LBS/AC ,,6N66Cfgflff •' IJ RDC/GMT
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL RE CHECKED FOR STABILITY Miq EFFECTIVE 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTINC.OR � O �x.P.�H CAgO�i,� GREENSBORO. NC 274
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS (AUGUST 15- DECEMBER 30) A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ��0 �E.^,..A4., `,f�jl, Y:__ H E C K E D:
REOUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON THE PLAN. RYE (GRAIN)---------------------- 25 LBS/AC AS A MULCH ANCHORING TOOL. .�0 O Sy PHONE : [phone] RDC
( IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE ,5. 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF Q. 2y
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT OVERSEED WITH 50LB/AC KEXTEN SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW 'a "( APPROVED :
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER. WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW SEAL S STROUD ENGINEERING, P.A. '
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE PERMANENT SEEDING MIXTURE A$ PREVIOUSLY INSTRUCTED. - GY T
38970 107 H COMMERCE STREET
SHEET2OF8 TALL FESCUE---------------------- 60 LBS/AC MAINTENANCE (OR 1-800-632-4949 ) =;�,� .Fti �Q.�.Q,�.� GR ENVILLE, NC 27856 DATE :
SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. PENSACOLA BAHIAGRASS------------- 50 LBS/AC IT'S THE LAW. .,��j.C•.,GINE•,. ��,�� (2 2) 756-,9352 LICENSE NO C-0847 6/10/16
PROTECT#: PM1558BIP-001 SERIKOBECEA LESPEDEZAE-A---------------- 10 LBS/AC WITHR500H IS LB/ACESS 110-10A10FULLY FERTILDIZER. MOWRASENEEDEDE IN WHENTHE SERICEANDISYOMITTED '�fo Y. ,` i /' j
DESIGN FILE#: PM1558-1BIP'-001/PM1558-1 CONSTRUCTION PHASE 1.DGN FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. SCALE :
GI9a1GE�Y.TURNER P.E. t "= 60'
4a

o:
0
z
WETLANDS SHELF = 4239 SF
( 1 060 PLANTS)
1 � 11 11 1
FOREBAY 011
VEGETATE PER SEEDING SCHEDULE= 2, 302 SF
OR USE CENTIPEDE SOD
g ( ABOVE ELl 3. 5) RETAINING WALL
o FDE14. 0 ( TOP EL12. 5) �� '1:
v•
0.3% - - - $ J
- -- - _ _ . , MAI N BASIN t It
swA 11111 /%/i/
LE 0. 3% : i
• cT 11 j/j/ CENTIPEDE SOD = 1. 206 SF
PERMANENT POOL
EL 13. 0
RETAINING WALL
( TOP EL1 7. 5)
LEGEND WETLAND PLANT RECOMMENDATIONS
WETLANDS PLANTS SHALLOW WATER SHALLOW LAND
BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME
CENTIPEDE SOD HERBACEOUS PLANTS HERBACEOUS PLANTS
ACORUS SUBCORDATUM SWEETFLAG ASCLEPIAS INCARNATA SWAMP MILKWEED
ALISMA SUBCORDATUM WATER PLANTAIN CAREX TENERA QUILL SEDGE
HYDROLEA OUADRIVALVIS WATERPOD CHELONE GLABRA WHITE TURTLEHEAD
IRIS VIRGINICA BLUE FLAG IRIS EUPATORIADELPHUS OUBIUS DWARF JOE PYE WEED
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
LUDWIGIA SPP. PRIMROSE WILLOW EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED
PELTANDRA VIRGINICA ARROW ARUM HIBISCUS COCCINEUS SCARLET ROSE MALLOW
PONTEDERIA CORDATA PICKERELWEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
SAGITTARIA LATIFOLIA DUCK POTATO KOSTELETZKYA VIRGINICA SEASHORE MALLOW
SAGITTARIA LANCIFOLIA BULLTONGUE LOBELIA CARDINALIS CARDINAL FLOWER
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER SAURURUS CERNUUS LIZARD' S TAIL LOBELIA ELONGATA LONGLEAF LOBELIA
MIN
200 MIN SF OF SHELF AREA (MINIMUM OF 3 SPECIES ): SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH LOBELIA SIPHILITICA GREAT BLUE LOBELIA
SCHOENOPLECTUS AMERICANUS THREE-SQUARE BULRUSH RHYNCHOSPORA COLORATA STARRUSH WHITETOP
1 . 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC-INCH CONTAINER SCHOENOPLECTUS PUNGENS VAR. PUNGENS SACCHARUM BALDWINII NARROW PLUMEGRASS
1060 HERBACEOUS PLANTS (AS SHOWN ON THIS SHEET ) SCIRPUS CYPERINUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS
VEGETATION SCHEDULE
SO FT IN
GENERAL NOTES: PLANTING SEASONS: CATEGORY " PLANTS OF
WETLAND AREA WETLAND CATEGORY IN
AREA WETLAND AREA
1 . TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS ( SHALLOW LAND) . . . . . OCTOBER TO JUNE WETLANDS PLANTS 4239 HERBACEOUS PLANTS 1060
ZONES PRIOR TO PLACEMENT OF PLANTS. HERBACEOUS PLANTS ( SHALLOW WATER) . . . . APRIL TO JUNE ( RECOMMENDED)
2. WET DETENTION BASINS SHOULD INCORPORATE SEVERAL ( MINIMUM OF THREE ( 3) DIVERSE MID-SEPTEMBER TO MID-OCTOBER
SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE GRASSES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YEAR ROUND
VEGETATED SHELF.
3. SPACING SHOULD BE APPROXIMATELY 241 -36' CENTERS, YIELDING COVERAGE IN APPROXIMATELY PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE PLANT REQUIREMENTS:
1 -2 YEARS, RESPECTIVELY. AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS ( UPLAND AREA
4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION 1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
CONTAINMENT BERMS. CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON. 2. A MINIMUM OF THREE ( 3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT
AND SHALLOW LAND HERBACEOUS VEGETATION.
SOIL SPECIFICATIONS PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS ( I . E. MASSES OF A SINGLE 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS: SPECIE) WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
OF THE PLANTING AREA EDGES IS RECOMMENDED. AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
1 . THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
SIMILAR MATERIAL GREATER THAN 2 INCHES. ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD 4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES, BEFORE YOU DIG!
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND. WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, FERTILIZERS, PESTICIDES. OR SOIL AMENDMENTS AT ANY TIME BEFORE, NC ONE CALL
WITH NO MORE THAN 107 CLAY ( USDA SOIL TEXTURAL CLASSIFICATION) . PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS ( TOLL FREE )
3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY THE LOCAL REGULATORY AGENCY. SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
SPECIES AND 5% FOR TURF AREAS. IRRIGATION. O REV I S I ONS :
4. THE PH SHOULD BE BETWEEN 5. 5 AND 7. 0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED 5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR N0. BY DATE DESCRiprrav
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST LOCAL SOURCE TO ENSURE SURVIVABILITY. ) GYT 6A D,�
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL SUMMER FOLLOWING PLANT INSTALLATION.
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION ( 1F USING ON-SITE SOILS) OR SOURCE OF TOPSOIL IF DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN POND ACCESS
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION. (OR 1-800-632-4949 )
FACILITY. IT'S THE LAW!
PLANTING SPECIFICATIONS: POND VEGETATION PLAN
1 . FOR EROSION CONTROL PLANTING AND BANK STABILIZATION ( UPLAND AREA) FOLLOW EROSION
THE PRESERVE AT CARTEPETI pCONTROL SEEDING SCHEDULE. PL.1 ICEPHASE 1
Z. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL 1�n 2 pp I�/� np p o M 10� p 11�1� �0 MOREHEAD TWSHP, CARTERET COUNTY, NORTH CAROL I NA
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS. 1l' R E LS O N O IIV A R 1I DD W Q W O N 8
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER DD pO Moir U SS IE FOR OWNER: BROWN INVESTMENT PROPERTIES DESIGNED:
CONSTRUCTION SEQUENCING SO THAT CONSTRU6490MJ CHESTER BROWN, T
GE'lVE RDC/GYT
PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS. �/ CDRAWN•
ADDRESS: P. O. BOX 930CAgp"4•• GREENSBORO, NC2 RD CHECKED C/GYT
..oFEssipy'ky•,,• PHONE : [phone] gy; RDC
S STROUD ENGINEERING, P.A.
APPROVED: GYT
36970 107-B COMMERCE STREET
SHEET 3 OF 6 GREENVILLE, NC 27858 DATE :
PROJECT#: PM1558BIP-001 •,4%y'•�;�;NE�•'��,.•� (25 ) 756-9352 LICENfSE� NO. C-0647 6/1 0/16
DESIGN FILE #: PM1558-1BIP-001/PM1558-1 CONSTRUCTION PHASE 1.DGN •�''CpR►�au,�`P,,, — � �1f6 SCALE '
GIN ER TURNER P.E. 1 "= 20'

hX�3MH NOTES: '
1 . NOTIFICATION TO THE TOWN OF MOREHEAD ( 252 ) 726-6848 o >w
AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. z t o
f 2. AT LEAST 48 HOURS NOTICE TO THE TOWN TO LOCATE EXISTING
/ f > WATER AND SEWER LINES ( 252 ) 726-6848. as
N/F FANNY BIANCO
3. CONTRACTOR SHALL SUBMIT PROPOSED MATERIALS PRIOR TO I o
BTRED DB . 1503 PG . 425 CONSTRUCTION FOR APPROVAL . 0a
8X8 TAPPING SLEEV /d VALVE N . C . PIN# 637613143525000
wi 16" CASED STEE� BOR / / .'T fJ4 -� e ' A . A LICENSED UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL - O w
UNDER FRIENDLY ROAD �� /' / / ��Q / ` ZONED ( R20 ) �T THE UTILITY LINES AND A RESIDENT INSPECTOR WILL BE REQUIRED TO BE `� z < tD
EXSSMH RIM = . 45- ' -I�-__ � Z c �
/' / f^ BENCH ELv. = 37 `. ON SITE FOR INSPECTIONS WHILE UTILITY WORK 1S BEING DONE. -----_ _ _ o ,o
PIPE 11 28LF / CL
24"HDPE @ 0.3% / I / -�• INV. ELV. = 7. -'�y, i� , "
/ 9 ,�------- 5. ALL MATERIALS AND LABOR SHALL BE TO THE TOWN AND STATE STANDARDS. ✓ x �� c� M CO
T D11 I \ , co �W
GRADE M.0 >
Z
INV 11 .55
\ 8X8 CROSS
IPE 10 141f ( GV FOR C'
O. X 24"HOPE @ � FUTURE SERVICE.
3
/�i/ •I/` a M
CAPPED � � �� \ U H LD
WOODS ~-
EX 8"WATERM41N / \ \ W6* Of 0
W 3 . �. , z � •`._ - - - -
'.Z
/ _ \s FN ��
`P C SEWER - - U 0 F
'Y r I I ,�15-._ 26lL FF 15"HOPE ,� - - - -'- IN 14 07 �� ` a A� U Q p
// / Y' / l r I __ .k •_\ a 0.3X ------ _ - _-- - 5�� PIPE 4 �
// / / / /' ♦� I ` -----I 24"FES .\ ' .� - - PIPE 2 ._.SJS 245LF 18"HDPE `� �
� - 226L--F TB"HDPE ! _ S� J81 n 0.3% -}- } }
- - D! 0.3X - SS RIM t4.0 `I � CO C9 �
q .- YX
14y 50
/��// •�i / \IG�L N \.G e �.6c N ` .\... _._. \�� - - PIPE 5 1 I T_ U U Z
15 . _ �,q- - - Y \7� - - 144LF 18"HDPE
PIPE 6Of Of Ln
0 0.3X 1
S i• 1NV13.95
��g B' - 26LF 24"HDPE
L+ 0.3% LLJ
\ I p Q
I�\,I/ �` \ 41
3 RIM 18b 5 Y / / I C9 Z W
/ -- ] / INV 12. _ / /
/ , .S LEGEND a a
" ./ EX. CMP l -1,
JBqq/ \ \
GE L�
/ I \ - AC ACRE LF LINEAR FEETW G_ U
Z INW 8.0 ` ` v `�
INV 7 . c \I/ -�I \\* A V 12.10 / \ `- \\ / ---- BLDG - BUILDING MAX - MAXIMUM p p N
/ _ p \ \L ;l >�._�l �, �?, / SM4L�`D.3X `\ WOODS ' BRG - BEARING NBL - MINIMUM BUILDING LINE
/ S INV 7 ✓ 4 \ \ PIPE 7 1OLF / - - _ _
` + SWALE 0.35Ln
//4'i'^� \\ ti / i /' �� 1I/ \�.. \ 24"HDPE o 0.34X \\� - -
' --� 1� CL CENTERLINE MIN MINIMUM W
- OPE INLET NTS - NOT TO SCALE
Y ~
� `� \ - `� , DIP - DUCTILE IRON PIPE D.C. - ON CENTER O:
h" / ///♦ ,/ T�f` \' \ \ \ / / / , _ _ � � � - � \� --._ ._. T ..-.. \\ \ \ -- ` \\ - EL - ELEVATION R - RADIUS W N
E-m°•^-'mot \f_ ,� \„/ ' / \,/ \,/ �> \ / \\ ` EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE d O
RA[4��SO1ONpT•QQ,1fAtt-
E6-i+i44�+-- -41f.-i - --._ .� � , \ / _ NT R/W _
\� // //N / __ \:�. \yam HARDE °VVERF �le� \�� tiL \f , ,\\\\ n ,6 / yam\\ y� FES - FINISHED O OF PELEVATION SNMI - SXEDERITORA INAMANN0.E N
/^ �$ EX a
/ +Si / / / I• ' _ _ € - / Ail A./ \,- ti/ VIC' \_i , , , i .�-.
- FES - FLARED END SECTION SIR - SET IRON ROD
WIDTH ? 2D' - _ FF - FINISHED FLOOR STA - STATION ~'1 U
/ �// / / :� -b t--_ �\`-__ / I 'St'___ •• `✓. -TH(CKN 'fwfrS._._ 18'� \ _. L�_. �\L_ \ -. �\.-' \,'- v_! �i'... _z -- _ .�rv-i__"` R �� FT _ FEET TC _ TOP OF CURB
Z Z
- .. - __ �� -1�`-__-- GV - GATE VALVE TSM - T� OF SIDEWALK "
\t \ \_ "IL' INV - INVERT TYP - TYPICAL 2 Z (n I-
/ w . ./ -/ \ �i\i .\ �� NO OTC 00
//// _vL \ i ...� �_. �� % \l . \._-_ �__ _ -,.l .��:� _-mil . _�L�
\ I I ETLA D - I
�� '/// /�, \ I- `, / _.� .�i./ _ "_\it ' " `y/ \,'.;� \1 ✓ \y' �✓ ,l "✓ �. ...\ice _ �� _ �L/ � - \ y�\ W X O
L--__ \ -SF- SILLAN FENCE --,8-- E%UST ING CONTOUR >� OZ r-
/ . , , , ) „_.r _---I _ -SS- LAND DISTURBANCE LIMITS Z EON Ie
/ / - - -- \ \ - - \ - -SS- PROPOSED SEWER F_ •W I
rell
// ; �\�� ✓\- ��/ / .ar- _91------- / 50 25 0 50 100' 3. D_C�O IM
�',� � �;�� _�. � � .� �,/_� -W- PROPOSED WATERLINE
0 Ili
` \\ ROCK DOUGHNUT
EASEMENT i , \ I \�/ � - EASELENT X 2
" l _L �/_ ,� am= �� l :�✓ L v�G _ al vJG_�� Al v� �_ A��)L. �� �� L:% CCU
- / •)
H-SCALE' 1 50 \.�. ` l _ ' // \\�� �!� =tip L _\�. _�� �L \ - WETLANDS .. N ..
\ <�
_ l vl .. _ �y,G ` .
' _- -- W CC Z
-tt________________� " _ \ \ _{� / � �'/--. � ,, \ �� �L_�G \a/ \;l \J�.y \.�L \�L_ � CONCRETE Z 0 O
V-SCALE: 1 " = 5' \ FlueD WETLANDS
O Q d
NOTES: Z
1 . ALL SEWER MAINS MUST BE SDR35 UNLESS NOTED OTHERWISE. o
2. ALL WATER MAINS MUST BE SDR21 UNLESS NOTED OTHERWISE. <
3. SEWER MAIN MATERIAL CHANGES MUST BE MADE WITH MECHANICAL W U
JOINT SLEEVES.
4. MAINTAIN 36" COVER OVER ALL WATER MAINS OR USE DUCTILE IRON PIPE. _
5. MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER 8. SEWER o
MAINS OR USE DUCTILE IRON PIPE.
6. MAINTAIN 18" VERTICAL SEPARATION ( WATER OVER SEWER ) @ CROSSINGS r z
OR USED DUCTILE IRON PIPE FOR BOTH ( FULL LENGTH JOINTS CENTERED ) Q >_
7. ALL STORMDRAIN/WATERLINE & STORMDRAIN/SEWER FORCEMAIN CROSSINGS U 1 1 1 Z
CB3 SHALL BE CLASS 50 DUCTILE IRON & REMAIN DUCTILE IRON UNTIL PIPE UJ ZD
STA 4+17.35 ' �_ f� O
LEFT 15.50
RETURNS TO 3 OF COVER. �+-► v
HOOD 17.74 -
INV 14.83 Q S^
W� W
RIGHT 15.50 1 �� 1 w
CBI HOOD 17.74
L 0. 15, STA 0+35.5.LEFT STA22+10.91 INV 14.75
K 3.31 HOOD 16.32 RIGHT 20.50 oC
25DIU 10 An
L 100.00' MH 5 ��-�^� ca)
I.l v • I I NV 8,94 V� I STA 0+00.00 STA60+51 .63 LLI V J -
c _ _ _ K _t2 .52_ RIM 19. 10
T - - -� - - -1- - - - I - - � - -- -t}ifl4' - - - i - - -,- - - - - -� - - -- - - - -� - - �/Q -- I - - -, - 7 - - - - - -,- - - 1 - - -1 - - j - - - - - -1- - - - - - I - - -I- - - - - -� - - -I- - - - - -I- -. r - - -I- - - � - - - � - - - - - - - - -� - - -I- - - 171- RIM 19. 10 J W d
ICB2 I I I I I IP, I� �� i I I 'N INV OUT 11 .64 INV OUT 11 . 96
'- IRIGHT 1 10, ti ,ti I� 1 +^ I I ,p INV IN 11 . 74 INV IN 12. 06
> > 1�D[}1�6,_32_ _ _ _ _ _Un LMJ _ _ _ L _ _-I_ _ _ _ _L _ _ _I_ _ _ 1 _ _ _L - _ _ - _ 1 _ _ _I_ _ _ J* �_ L _ - _ - __ _ _ - I_ __ _I r 1 __ _ _ _ J_ _ _ 1 _ _ _I_ _ _ J _ _ _ _ _ _I_ _ - J _ _ _ L _ _ _I_ _ _ _ _ _I_ _ _ J_ _ _ I __ _I_ r > _ _ _ L _ _ _I_ _ -J _ _ _ L _ _ _ _ __ 1_ _ _L _ _ J_ _ _ 1{� O W� H
W ' INV 11 ,401 I� Ipl b IP > ,_• m �'
• w- I IpI I IU >� M 1� IF a FIR HYDRANT dw I 25 a.
G I I+ I> - r I> - STA 5+38:00 >-
20 m - 0 1 C I> a _
+ + i x W _ Im I I 1 0.40y r0.40% - � O Z F�
+ - - -- -i- - 0 40X L - - -1- - - - - -I - - - - -0 ~ - - - - - -1- - -- - 1 - - - - - - - - - - - - - -I- - - - - - - - - -I - - 1 �J �L�'�+� ---- - - - - - - - - - - - - - N a W
_ _ _ _ _ _ _ _ _ _ __ _ _ _ _ -� ...J +.... -.....
+ > 1 1
CL
AEMBLY - - - - ' - - - i - -��.- ��-..1�+-L.� - - - - - - i - - - - - -I- - i - - -1- - -' - - - - - -I- - - � - - - L -- - -'- - - - - -I- - - - � - - - 1 - - - - - -I - -� - - - '- - - ----�- - -� - - �- - - 1 - - - 20
1 .98x �I. 15 I I I I I
1 , I LL_ Ln
a w EXISTING A
i B D 21 w TER L E 1ID
.- I LG I I 1 1 GRADE
- - '- T - - - - - - -1- - - - r - - -I- - - - - - - - T - - -I- - - - - - - -I- - - - - 7- - -T - - - - - - 1 - - - - - - - - - 7 - -- r - --I- - - - - -r - -'T - r - - -1 "j - - - r - - Q 0-7 - - - r 7 - - -r - - -I- - - r - - - L.C-1 - - .. --
1 1 Ill 1 1 1 I I I I I I I I I I I tS 41 I I Ql I I I -
8"X 8" I > I •M �� +� 1 > - I I w I I I I �'� PROPOSED „ U •�
T58V I m_ - ' _I_ - + - - - - '- - - -'- - - - - - - - - - - - - - -'- - - - - - _ _I- - - - - - _ - - - - - '_ _ - � 1 1 1 I_ 1 I 1 1 1 W GRADE _--. ... 8 WATERLINE
- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - Ic>4Zr
- -- - - - - - - - -- - - - - - - - - - - - - - - - - 0. w
> I >W I p,W - I I _w I I I I I I �� 2H
- Fy W
16°CASED BORE QW Q 0 1
1 F S V @I 1 L 00. 0' I I I J B" SEOWTR SERVICE W V 'f•
8"DIP WATER I II I I MH 13 1 1 p. I I I I I I I 1 I I I I I - 1 1 1 1 1 U� 6 STUB OUT 14
- - "'�_ - - - -STA 4+22�.37 -- - - --
EX. 10' , r - - - , � - - - r - - -1 TIP SEWER 0.42 - - -1 r MH r1- - -,- - - r - - - r - - r - - -r - - � - - - r - - � - - - r - --1- - - r - - � r - - 1U-175.85- - r - --1 � - - - r - - -- - - r - - -r - - -r - - r " - P:L�"-• �a
SEWER 18"MIN I L 70.00' , I I I ,X RIGHT 2d 50 I , STA 4+22.37 1 1 I 1 1 1 1 L I 1 1 1 - z GO-4
SEPARATIO 80 F 8"nnIP SEWER s.s 0.4�s 7. Rill 17. m RIGHT 20.50 1 MH 5 0-4 rn�
OR1)SED11 _ _ J e - J - - - L - --'- - - - Y- - Y- - - 7- - -t - - - - - - - tNV- - - RUL1Lb- - - ' - - - - - - - - - 1 - - -'- - - J - - - - - - - - - ' - - - - - - -'- - - - - - - - - - - - - - - - -'- -ST _7+85.05_1- - - - - - L - - - - - - - - -1- - - -'- - - ' -
ICI Y3 - - - - - OUi-9:49 - - - - - a - - - - 10 (7
1 FOR, WATER 8 1 ' I 1N� IN .59 INN OUT ,10.03 I I 1 I 1 1 1 1 RI HT 20.50 1 1 1 1 1
SEWER 1 ' 1 1 N I INV IN 110. 13 I I 1 j 1 ' 1 1 RI 19.40 1 1 1 1 1 1 1 r�
+ - - -r - - -1- -- ,- 1 - - - r - - -1- - - - 1 1 1 7 IN OUT, 11 .64 1 1 1 1 1 1 PVC SEWER
8"SDR35 I F+ =z
__ PVC SEWER @ 0.42% BEFORE YOU DIG. Lv
- - -IRIGHT 28.44 - - - + - - - - - + - - -� - - - - - + - - - - - - y - - - � - - - - - - - - - -I- - - + - - - - - - - - + - - -I- - - - - - - - - j - - - - --I- - - - - - - - - - - - + - - -I- - t - tN N1 .a41- - -� -- - - - - - - - + - - - - - -1- - - + - - - - -- w C4 .
I I i , 11 .81 1 1 1 1 1 1 NC ONE CALL mwv)
I I I I I I i I
,MIi1_ --
(CUTr[N) 1 SERVICE, ( TOLL FREE )
,STA 0+16.63 1 1 1 1 1 1 1 1 I Q I I I I I 1 i /•� �a�
1 1 1 1 1 I 1 1 1 I I I I I I I I 1 L••1
,Rrm TS.b_� _ _ _I_ _ _ _ _ _1 1 ,_ __ _ _ _r _ _ _i_ _ _ r _ _ _ - _ _ _ _ _ i _ _ _i _ _ i _ _ _ i _ _ _ _ _ji _ _ _ i _ _ _i_ _ _ i _ _ _ _ - _1_ _ _ i _ _ _i_ _ _ r _ _ _ _ _ _i_ _ _ i _ _ _ r _ _ _1_ _ _ _ _ _� _ _ _i_ _ _ i _ _ _1_ _ _ _ _ _ i _ _ _1_ _ _i__ _ i _ _ _ _ _ _ i _ _ _r _ __1_ _ _ i. _ _ _ - _... ..-.-.{-.-... � U'�
INV 8.10 INEW) a l I I 1 1 1 5
I (FIE D VERIFY) , O g �r4
I•il I w LV
o L"'o F c x
0 0 0 0 0 0 0 0 0 0 �� V] �c9�
0 0 0 0 0 0 0 0 0 0 p .-
O O to
0 0 0 0 0 0 0 0 0 0 (OR 1-800-632-49491
ul w OD m o 0
IT'S THE LAW:
PRELONUMARY
- WWtSHp/B/WR��,
DO Moir USE FOR
COO �1STRUC400M i a �� max: ,
U .tto N�
y:;>o
GALANTIS DRIVE EXTENSION MH4-MH5 :bONb.......00(§�•°•�,'`
STA 0+00,00-STA 10+00.00 ECEIVE
AIL.Lt.
z
W W ••
SHEET 4 OF 6 BY:------- _ `o
PROJECT#: PM1558-1 V
DESIGN FILE M PM1558-1BIP-001/PM1558-1 CONSTRUCTION PHASE 1.DGN

111 lip/ /� \
T _
O o
III II IA z 1
111j
It ly) I -
i
0 w w
-ems 111 ,il 1 T \ I \
III d/! /I / \ \\ N
1 ` 1j111 ✓ I \
\ ` III 11Ilf ' I \ ON N H
CL
1 / if If / l^�� \\ IMn N m cro
\ / II(I1IIIl l \
\ / d111)1 \ >
\ J111111 t� / �� II ` Z ^ N M v m
\ / ilhlli, I l REMOVE CAP/PLUGS
\ dh lllll' 7 / ATV PED INSTALL NEW \
6" GV S 6x8 ENLARGER
ul f r UGCATV EXFH
y1!! STATIC 58PSI O >
1111tf1r RESIDUAL 24PSI E�. CONCRETE 0
\ ' 'uIJJJJI i� }� q{ FLOW 787GPM SIDEWALK O
All IIf[ ' 1� E WM6"-EXWV
✓.�, ! 8x8 CROSS W/ S _-- 1 IN�,i \ J �✓`, 2-EXWM( S ) �\ 0 W
(2)8" GV FOR @----- IIIIIylII iil \ ..� A.... -� _ - W >
FUTURE SERVICE. Y.Il�lllr<�II I _ ---_- -----,-- _�F- _ _ Y O
LJ- •� �; / \�'�� CAPPED WW111 1i _21 -- "sue^.�: - - -- _�. - -•- -' '- - WATER _ u cr w
%AHB EX. 6 = Cl-
Q
.d ` FH �_. T - - = 2„-EXWV c� a 0
---------- N
1 H 11/�.67LLI
"SDR35 - - - T.d2 CU BLAND GUTTER 0 0 o
\ � PVC SEWE_R__-__- -_
= z_ ✓ _\ -- - - - - - - - - - X PV18 9-8(B _ _ - -�j�X ?� \ U O
NOTES: U� - 1 2ti 35. - - - __ -_ --------------- - - ET
- - 01 3$ - - - - - -
----- � � AL ACRE LF LINEAR FEET
- a 0.3X _ _ 1 . _. _....__\ _-_- --- f'P€Ll'- � O Z
_ ----- ASS BLDG - BUILDING MAX - MAXIMUM N
1 . NOTIFICATION TO THE TOWN OF MOREHEAD ( 252 ) 726-6848 W .._. ® - MH S-�S-'�5- -55 - ++��t�:+ '-- RpZ�E P I F BRG - BEARING MBL - MINIMUM BUILDING LINE •• Q
AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Cf� r J! 111 111-' B-EXWM( S ) CF - CUBIC FEET MH - MANHOLE o
l +l ll' __ ET , CL - CENTERLINE MIN - MINIMUM LLJ
----- l i111 III ,' DR - DRIVE N/F - NOW OR FORMERLY z ••
2. AT LEAST 48 HOURS NOTICE TO THE TOWN TO LOCATE EXISTING --- 0 18"CMPI ll"i5l cj-- �9 ExSCO of DI - DROP INLET NTS - NOT TO SCALE 0 z w
WATER AND SEWER LINES ( 252 ) 726-6848. O N INV= 1q. 14 % h111gJ/ �= ' ,r DIP - DUCTILE IRON PIPE D.C. - ON CENTER 3 -)
S INV= 1p.54 ,' h11' iltrx„ i EL - ELEVATION R - RADIUS 0 Q Q
3. CONTRACTOR SHALL SUBMIT PROPOSED MATERIALS PRIOR TO o l i EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE 0 0 V)
CONSTRUCTION FOR APPROVAL. EX. 18 CMP TO/BE/ j i EX. GRAVEL FOR EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY O N
o REMOVED 8 REF�L�(CEDI , PARKING LOT
if I!l UNDER CONSTRUCTION UATV EX - EXISTING SDMH - STORMDRA IN MANHOLE
4 . A LICENSED UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL \ WITH 54LF 241�i DPE I V� @ EXWM( S ) FE - FINISHED ELEVATION SH - SHEET w
THE UTILITY LINES AND A RESIDENT INSPECTOR WILL BE REQUIRED TO BE �[ � r�' FES - FLARED END SECTION SIR - SET IRON ROD -
i FF - FINISHED FLOOR STA - STATION F-
ON SITE FOR INSPECTIONS WHILE UTILITY WORK IS BEING DONE. ,' EXSSMH RIM = 17. 98Of
FT - FEET TC - TOP OF CURB
vJoy , S INV IN 8"PVC = 13. 65 Ld
5. ALL MATERIALS AND LABOR SHALL BE TO THE TOWN AND STATE STANDARDS. I uT 4iT ' ' ' N INV IN 8"PVC = 12. 07 GV - GATE VALVE TSW - TOP OF SIDEWALK
' INV - INVERT TYP - TYPICAL O v
' )IIII'h ,' E INV OUT 8"PVC = 11 . 75
w ' Il11 III" ,' i Or r`
I dn14 '� � a- N
\Y ,' / -SF- SILT FENCE F-.-, U
q /lilt , , _ --18--- EXISTING CONTOUR
\ jlllly i �� -LD- LAND DISTURBANCE LIMITS W oz .-
,vim llillt �d ,
\ - - - _ _ _ -SS- PROPOSED SEWER Z a) r-
i i
'1 �Jp lti ,' - 1- - - - - - - - - - - - -W- PROPOSED WATERLINE F- 3 010 P-
/ I ' WX XO 00 Of �I
_ - ROCK DOUGHNUT >m O m m
STORMWATER/DRAINAGE
50' 25' 0 50' 100' '-_-__�r`'" &T l i EASEMENT Z m z ~
- K Lj M
WETLANDS z l- O W tD
3(n o rn
/ NEW �j/Y I i' CONCRETE Ot= O'O 1+1
i
/ !Ill l i CO U ..
FILLED WETLANDS N
H-SCALE: 1" = 50' �11 /ilt !1 ,' � Lai W
V-SCALE: 1 " = 5' / /'' i 11 i - Z O O
I fly x
o a OL
a
NOTES: z
1 . ALL SEWER MAINS MUST BE SDR35 UNLESS NOTED OTHERWISE. �_ o
2. ALL WATER MAINS MUST BE SDR21 UNLESS NOTED OTHERWISE.
3. SEWER MAIN MATERIAL CHANGES MUST BE MADE WITH MECHANICAL u
JOINT SLEEVES. 1 1 1 x
4. MAINTAIN 36" COVER OVER ALL WATER MAINS OR USE DUCTILE IRON PIPE.
5. MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER 8, SEWER o
MAINS OR USE DUCTILE IRON PIPE.
6. MAINTAIN 18" VERTICAL SEPARATION ( WATER OVER SEWER ) @ CROSSINGS r ?
OR USED DUCTILE IRON PIPE FOR BOTH ( FULL LENGTH JOINTS CENTERED )
7. ALL STORMDRAIN/WATERLINE & STORMDRAIN/SEWER FORCEMAIN CROSSINGS
SHALL BE CLASS 50 DUCTILE IRON & REMAIN DUCTILE IRON UNTIL PIPE Cf� >
SEFT105 5053 RETURNS TO 3' OF COVER. Z
HOOD 18.24
INV 15.32 1 1 1 w
RBIGHT 15.50 1 1 1 F-
HOOD 18.24 MH 7 L 40.00'
INV 15.24 STA 12+96.04 L-i-J U
L 100.00' RIGHT 20.50 m K 14.83 25 MH 7 MH 8 C/D
25 c m m STA 0+00.00 STA 0+51 . 63
I 1 1 P1 W W
K 24.Bi - - -i-- - - - - - - - - - - - - - - - - - - INV OUT 91$.42 - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - _ ` - - - - -:- - - - - - - RIM 19.25 RIM 19.25 0--
^ - -'- -- - INV IN 13L52 1 - -- - - t0 - tpl IN -• V- - - - � - l J
I m 1 1 1 1 1 1 1 1 1 I °D 1 +1 rA �1 '^, ^ v 1 1 INV OUT 1 3.4 INV OUT 1 4.08 -- _
yn 0 1 ° INV M 13.52 INV I N 14. 18 tl 3
^ ^ + O� I ^ +I I r I I IE XMH � N
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_� _ _ O
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b 1 1 ^ 1 FINE HYDRANT 1 1 1 1 1 -i - 1 m 1 i al w -1 0 ' N 1 1 IRIGHT: 23. 0 25 O- W
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GALANTIS EDGE OF GRADE a
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--
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b ^ I 1 2DLF 8-DIP 15EWERI
LLJ 1 r 1 1 1 1 1 1 1 1 1 1 1 1 PIPE 0.4517. 1 " X.1 MP 1' III 1 ^� 16 8" SEWER z
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IT'S THE LAW: �pv?�14 S•S•
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STRuciroo
GALANTIS DRIVE EXTENSION MH6-MH7 '���•" "��,'',
STA 10+00.00-STA 17+32,00 ECEIVE z L L
SHEET 5 OF 6 _ r l
PROJECT* PM1558-1 V o.
BY:__�----- N
DESIGN FILE* PM1558-1BIP-001/PM1558-1 CONSTRUCTION PHASE 1.DGN

AT 150ANT THRUST AT FITTING TYPES OF THRUST BLOCKING
E FRIENDLY ROAD -
AT 150 P.S.I. WATER PRESSURE I I I I
24"STANDARD CURB d GUTTERPOUNDS - ¢
SEE DETAIL THIS SHEET II�L TOTAL 4 - 22 1/2• It 1/4-
6' 1 " DEAD EN
IPE OIA END BEnO BEND BEiW BEND
J 3' f5.5 15.5' I„J" RAD. M H RING d COVER USF 753 RING MV-ORS COVER. 4' 2.700 3.800 2.100 1.100 530 I I I I
/J CONCRETE
PSI EXISTING PAVEMENT
$K� �E. � WITH CAWOCK. WATERTIGHT GROUT SEAL AND 6' 3.600 8.000 4.700 2Q00 tow
6 Bx 8'CABE 2" SF9-SA S CONCRETE S. 9.700 13.600 7.400 3.600 1.900 I I 60'
V 9NF1-SHIELD UNI-BAND ON THE OUTSIDE OF THE
77
1/4-PER F7 1/4"PER FT 8X- '° 3" RAD. MANHOLE SEALING THE JOINT BETWEEN THE RING EDGE OF PAVEMENT
.- FINISHED GRADE to, t4.Soo 20.500 11n00 5.700 2.eaD
• '" 4 '•" RAD. AND THE MANHOLE OR APPROVED EQUAL. V FIELD VERIFY_ I
12" 20.500 29.000 15.100 8.000 4.000 - PA
N TOP OF PAVEMENT 14• 27.600 39.000 21.100 11.000 Sd00
IS- 35.TOD 50.400 27.300 14.DOO 7.000 I EXIST. a, PVC Z EDGE OF PAVEMENT
\ \ \ •, \ \ / \ / A 4. . d - m B"z 6" TAPPING . - WATER MAIN a - MAINTAIN
\ d i8• 44.800 63.400 34.400 I7.500 &ON SLEEVE d G.V. I -- ---- I 36' COVER
ROAD CROSS-SECTION a - - - - -
24' 20, $5.000 TT.800 42.100 21.500 10.800
SCALE: NOT T SCALE ECCENTRIC CONE NOTES: 24 78.500 t11.000 60.000 31.800 15.400 -
B" OIP {1'1 8" PVC
SECTION < 30• 120.800 170.600 98.300 47.100 23.600 FIELD VERIFY SOR-21 W/L
1. ) THE DISTANCE FROM THE
TOP OF M.X. RING AND END CASING ENO CASING.
24" y 36" 1T2.e00 2T4 d00 t32.300 6T.500 ll.900 SEAL ENDS MIN. ` YS q. SEAL END
r COVER AND FINISHED 42' 233.300 330.000 17 L
DINTS SHALL BE SEALED WITH w 8.600 91.000 45.700
SCALE: NOT TO SCALE SRAM-NEK" PREFORMED PLASTIC m GRADE MAY VARY WIDELY. 48" 304.OW 430-000 232.TOO 118.600 59.800
ROPE OR ASTM C-443 RUBBER - SEE PLAN. 76' CASING INSTALLED
GASKET. OR APPROVED EQUAL 54• 384.100 543,200 294.000 149.OW 75.300 .0,�. CASED BORE NOTES BY DRY BORE METHOD
e ROAD CROSS-SECTION s STANDARD CURB & GUTTER ( 24") 0 2 SLOPE INVERTS AT SEWER
LINE GRADE. MATERIALS:
BEARING LOAD
WRAP THE EXTERIOR OF ALL JOINTS V1 cn li (LB./SD FT.) 1, THRU LINE CONNECTION. TEE i. CASING PIPE - SPIRAL WELDED STEEL PIPE MEETING ASTM A-211. 16" I.D.. MALL
WITH POLYETHYLENE BACKED FLAT < THICKNESS OF 0.188 INCH
BUTYL RUBBER SHEET NO LESS THAN m SOCK 0 2. THRU LINE CONNECTION. CROSS USED AS TEE.
1/16" AND 6" WIDE. w SOFT CLAY 1.500
SILT 1.500 3- DIRECTION CHANGE. ELBOW 2. PVC PIPE - POLYVINYL CHLORIDE PIPE - SR027
SANDY SILT 3.000 4. CHANGE LINE SIZE. REDUCER
< INSTALLATION:
0 - 16' ASTu C-478 > PIPE SIZE D SAND 4,000 S. DIRECTION CHANGE. TEE USED AS ELBOW
ANY CLAY 6.000 1. MAINTAIN A MINIMUM OF 36' DEPTH FROM TOP OF PAVEMENT TO TOP OF PIPE CASING.
TYPICAL MANHOLE STEPS W LESS THAN 24" 4' HARD CLAY 9.000 6. DIRECTION CHANGE. CROSS USED AS ELBOW
'D 16" O.C. d SHALL NOT BE 24"-30" 5' T. DIRECTION CHANCE 2. CASING ENDS SHALL BE SEALED TO PREVENT WATER FROM ENTERING ANNULAR SPACE.
5 ALIGNED OVER INVERTS SEAL SHALL BE PORTLAND CEMENT GROUT.
MORE THAN 30" 6'
FLEXIBLE SLEEVES AT-­, 'D" TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK. DIVIDE 3. CASING SHALL BE INSTALLED BY DRY BORE ONLY. NO JETTING OR WET BORING IS PERMITTED.
'12" EXP. JOINT THE TOTAL FORCE BY THE BEARING VALUES OF THE SOIL. THE
ALL POINTS OF PIPE ENTRY QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST 4. IN DRY BORE OPERATION PROGRESSES. ENCASEMENT PIPE SECTIONS SHALL BE BUTT WELDED
DOUBLE STAINLESS STEEL BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS TYPES IN -20. WELDING.
WITH NCDOT STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURES SECTION
GROUT CHANNEL STRAP W/RUBBER BOOT OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE 107-20. WELDING.
SLOPE 1:12 TYP. ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE 5. IF OBSTRUCTIONS ARE ENCOUNTERED DURING BORING OR JACKING. CASING PIPE SMALL BE CUT
.0 FRAME GRATE 'zlWIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE. OFF. CAPPED AND FILLED WITH 1:3 CEMENT GROUT AT SUFFICIENT PRESSURE TO FILL ALL V010
�0 FANDANDRAME
HOOP 2-,j INCH WASHED STONE ' SEED PER SEEDING EXTENDED BASE
(6 TH CKI ; EX. EDGE OF " IN , BEFORE NOTING TO ANOTHER BORING SITE. SCALE: HOT TO SCALE
_ PAVEMENT
STANDARD STANDARD CURB 4j'V 3J7 �•5-.-0-0�•- y,\N; 1 100X COMPACTION°NE BEODIN 14
CURB d GUTTER d GUTTER I I ® THRUST BLOCKING DETAIL 17 WATERLINE BORE
.2" EXP. JOINT UNDISTURBED GROUND
t2 y
gq` CURB TRANSITION e
10.00 10.00 ALL FIRE HYDRANTS SHALL BE AMERICAN FLOW
CONTROL. 3-MAY. 5 1/4 VALVE OPENING.
SCALE: NOT TO SCALE - STORM SEVER COUNTER-CLOCKWISE TO OPEN
FIRE HYDRANT PUMPER NOZZLE TO BE
PERPENDICULAR TO STREET
CURB TRANSITION DETAIL ALL MANHOLES TO HAVE EXTENDED BASES SCALE: NOT TO SCALE PVC PIPE DIP PIPE DIP PIPE PVC PIPE
TYPICAL PRECAST MANHOLE MOTE:SHOULD LOCAL CONDITIONS
$
A 4�Q4' i K PREVENT CONF ICURATION
SCALE: NOT TO SCALESCALE: NOT TO SCALE 6 i0/ R 4 SHOWN. ALL JOINTS SMALL
< O� 71 2 BE RESTRA)NED.
s TIE ROOS OR
GRIP RINGS• to
s STONE CONSTRUCTION ENTRANCE s DITCH SECTION
IP PIPE TYPICAL
FINISHED GRADE
JOINT SEALER 1TEs '
WATER SHALL BE FERROUS MATERIAL
.1 �• 0 O
FOR 10' ON EACH SIDE OF CROSSING
• •' - 8'WX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE �+ O" SQUARE OPERATION NUT
• I,"_,� JOINT FILLER -# 6'MAX.EXTRA STRENGTH FABRIC WATER UNDER STORM SEWER 0 OPEN LEFT (COUNTER CLOCKWISE)
7 WITHOUT WIRE FENCE
MAN AL
STEEL POST
TRANSVERSE EXPANSION JOINT IN SIDEWALK WIRE FENCE STONEJ N LOCKED HYDRANT TEE
STEEL POST FILTER FABRIC BACKFILL WITH SAND FROM
COMP
SCALE: NOT TO SCALE - BACKFILL TRENCH TRENCH EXCAVATION. COMPACT yA
NOTE: AND COMPACT TO 95% MODIFIED PROCTOR 10.00 t0.00 SLOPE TOP OF Y• '
THOROUGHLY IF UNDER PAVEMENT OR WITHIN CONC. TO PROVIDE ' 6" RSW GATE VALVE
DRAINAGE FROM
_ A 'n' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. NATURAL t0 FEET OF ANY PAVEMENT T F N " Y 7 F x H MYO. DRAIN UNFORMED CONC. DUG- LUG
A I." EXPANSION JOINT SHALL BE REQUIRED WHERE THE WIRE FENCE PLASTIC OR - . ROUND OR OTHER FOUNDATIONS
2 8"-24" °aS10 of ° '^ RODS
THREADED
SIDEWALK JOINS ANY RIGID STRUCTURE. WIRE TIES - ° ° = °°o UPSL `� SLOPE WALLS TO ANGLE OF ?' ' ' ' .�\ / /. / / / // RODS (COATED)
o M a REPOSE OF SOIL OR PROVIDE a - SCALE: NOT TO SCALE
°°O oo °o° > SHORING. s
8"MIN TYPICAL FIRE HYDRANT ASSEMBLY
NATURAL ° o o "
�.f GR NO 24" o p p° BACKFILL USING MATERIAL
)f/ Doe o ° O°° , FROM TRENCH EXCAVATION 6
R 1'e 8"DOWN 'd 7".'.}L•.•.•.•. ° ° AND COMPACT TO 90%
PVC WATER PIPE
ORWARO ALONG•"•"•'•'•'•I MODIFIED PROCTOR. PVC PIPE DIP w ER PIPE PVC PIPE
•- V,.•.t:•,.'.'.•.•.'.•••.•.•.•.-TH�TR�NCH_._.•._. •'_1I
. . 4' 24" _. _., _. _.
• •� it FILTER TER II MINIMUM OF 6" BELOW PIPE TO - 2'-6'
N0. 57 STONE BEDDING FROM c
FABRIC II CROSS SECTION : �_ TOP OF PIPE. ' n i
II VIEW FINISH GRADE
GROOVED JOINT IN SIDEWALK II II PIPE DMA.+ 24" PVC SEWER PIPE
DIP SEWER PIPE
SCALE: NOT 70 SCALE
.� 10' EACH SIDE
OF CROSSING PRECAST 6" TH ICK.0 IRCULAR
NOTEx CONCRETE COLLAR/PAD
A GROOVED JOINT 1" DEEP WITH 's RADII SHALL BE INSTALLATION NOTES: _ 13000 PSI)
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. WATER OVER SEWER WATER OVER SEWER y VALVE BOX
CHECK WITH A LEVEL IF NECESSARY. �/� p _
2. INSTALL POSTS 2 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. GREATER THAN 1C7f1 LESS THAN 1 8"
3. INSTALL PORTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE a 2"SOUARE OPERATING NUT
TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. SCALE: NOT TO SCALE w
5' WIDTH 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. a d NON-RISING STEM
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 12 SEWER PIPE TRENCH 15 CROSSING DETAILS
1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
3000 PSI CONCRETE TIGHTENED XI PREVENT SAGGING. 6 NEW GATE VALVE
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
'•4" PER FT.- 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. SERIES RA2500ORESOILIENT.WEDGE
r- 8. THE INSTALLATION ALLYSHOULDI BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
4" 4 A 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO EPDXY COATED INSIDE d OUT
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. OR REALER EXERTING AT
D• A A• P > LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE WATERLINE
\ FOR A TOTAL OF 4 TRIPS. S'
\ ' INSULATED 14 UAGE SOLID
MOUND BACKFILL OVER COPPER WIRE i ABOVE ALL
TRENCH TO ALLOW FOR PVC WATER WIN
SETTLEMENT SCALE: NOT TO SCALE
FINISH GRADE M % \ a COMPACTED TO 97X MODIFIED 6 NEW GATE VALVE & VALVE BOX DETAIL
�� SELECT BACKILL (SAND-FILL)
TOP OF SILT FENCE iY PROCTOR IN AREA TO BE PAYED
MUST BE AT LEAST 1'
ABOVE THE TOP OF SILT FENCE
THE WASHED STONE. I�-4 MI'. I STEEL POSY
I
SCALE: NOT TO SCALE WOVEN WIRE FABRIC T
`O FINISH GRADE
z - UNCLASSIFIED BACKFILL -
e HARDWARE CLOT = j 35% STANDARD PROCTOR / ' SELECT BACKFILL COMPACTED
TYPICAL SIDEWALK DETAIL n INSULATED 14 QUAGE SOLID i +I UIE9XA GO OP'ERATEDREQUIIPPMENT
6 T COPPER WIRE 1 ABOVE ALL
FILTER OF Ae3T PVC WATER WIN n ONLY. NEW ESCOpSPT 1NR66ON
WASHED STONE \ ; +I SELECT BACKFILL COMPACTED VALVE BOX ASSEM6Lv
76"MIN . TO 95X MODIFIED PROCTOR- i /
/ USE HAND OPERATED EQUIPMENT / NEW GATE VALVE
CONSTRUCT PER t� w SEE PLAN FOR SIZE
USF FRAME d GRATE NCOOT STANDARD 840.02 USF RING d COVER 3' FILTER FABRIC ; ONLY.
MODEL 5130. OR MIN 24'DIA. OR APRON ON GROUND / "DIA -
TRENCH BOTTOM SHALL CONSIST EXISTING WATER
APPROVED EQUAL CONSTRUCT PER APPROVED EQUAL OF FIRM, STABLE MATERIAL d WIN
NCOOT STANDARD ' 6- •'� PIP SHALL PROVIDE UNIFORM SUPPORT
840.02 "' / URY 6" UPPER EDGE / / TRENCH BOTTOM SMALL CONSIST THROUGHOUT LENGTH OF PIPE.
FILTER FABRIC OF FIRM, STABLE MATERIAL d - TAPPING SLEEVE SHALL HAVE
NOTES: BURY WIRE FENCE AND 4 ppgpM IN TRENCH PIPE DIa. + 16" SHALL PROVIDE UNIFORM SUPPORT STAINLESS STELL SHELL. LUGS
HARDWARE CLOTH THRQUGXQUt LENGTH OF PIPE. MAINTAIN 3 OF COVER OVER - d HARDWARE WITH DUCTILE IRON
1. REMOVE SEDIMENT WHEN HALF OF u BURY WIRE FENCE. u PIPE OR USE DUCT E IRON PIPE - FLANGES. ROWC "SST" STAINLESS PV WATER WIN
STONE OUTLET IS COVERED. FILTER FABRIC,
2• REPLACE STORE AS NEEDED TO AND HARDWARE STEEL TAPPING SLEEVES SLI E MAY VARY.
SCALE: NOT TO SCALE PLAN.
ENSURE DEWATER INC. CLOTH IN TRENCH. SCALE: NOT TO SCALE SCALE: NOT TO SCALE
> STEEL PAST SET
- I 1 2'MINTO SOLID GROUNDWATER PIPE TRENCH DETAIL 1s WATER PIPE TRENCH DETAIL
® OUTSIDE PAVED AERA ® AREA TO BE PAVED 60 TAPPING DETAIL
tri w 1 I - OUTLET SECTION VIEW
w HOPE.SIZE z OUTLET FRONT VIEW
s VARIES m
SEE PLAN FAR MOPE BEFORE YOU DIG:
PIPE DIAMETERS
NOTE: ALL ST IRMDRAIN PIPING TO - ( TOLL FREE )
BE INSTALLED ON MINIMUM 6' CLASS II NC ONE CALL
ER HIGHER GRANULAR FILL BEDDING
SCALE: NOT TO SCALE O n REVISIONS"
6 CATCH BASIN 6 JUNCTION BOX ® SILT FENCE AND OUTLET O ILJI
NO. BY DATE DESCRIPFOV
r- -•i ROCK DOUGHNUT
TEMPORARY INLET ( OR 1-800-632-4949 )
PROTECTION TYP - IT'S THE LAW:
NCDOT TV5 OR °. 1 1 -w r `t i At570WA5H STONE
v5T WASH STONE > ,CLASS B RIPRAP LASS B RIP RAPa (12"MIN THICK) DETAILS
(12"MIN THICK)
THE PRESERVE AT CARTEPET PLACE-PHASE 1
4"MINIMUM • INSTALL REGULAR FLOW SILT SACK �I�I� I',�/.� (�� n(�
THICKNESS SEDIMENT TRAP AS MANUFACTURED If" W E L D I)Vl)O IIV Q W 11 DD R A M/n O N 62
BY ACF ENVIRONMENTAL (OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN DD (0� N00 °r uJ aIE IF R MOREHEAD TWSHP, CARTERET COUNTY, NORTH CAROL INA
IIN PLACE S COMPLETED. ASPHALT PAVEMENT
6 4 400 OWNER : BROWN INVESTMENT PROPERTIES DESIGNED:
21 CHESTER BROWN, III RDC/GYT
DRAWN:
SCALE: NOT TO SCALE ,,,`,�NBCAR��I,�, ADDRESS: P. 0.GREE BOX 930NC 3
s ROCK DOUGHNUT TEMPORARY INLET PROTECTIONoE'e/E RDC/GYT
:�•`��oPoFEss��4,�•.,�,, CHECKED
PHONE : [phone] RDC
s QQ SEAL 9rI A STROUD ENGINEER �, P-A- APPROVED:
36970 : 2 G Y T
107-B COMMERCE STREET
�Q:• Q.�� GREENVILLE, NC 27858 DATE :
SHEET 6 OF 6
�'.��Q.�;••.Q!NE•.Pa��.�� (2 2) 758-9352 LICENSE N C-0 47 6/10/16
PROJECT#: PM1558BIP-001
DESIGN FILE #: PM1558-1BIP-001/PM1558-1 CONSTRUCTION PHASE 1.DGN 4''P�R Y' SU``eW 'T NE b t.
F•.n95M669 � SCALE :
GIiNGE Y.TURNER P.E. AS NOTED
Y
A'

rr
z
u ADDITIONAL WETLAND AREA IDENTIFIED
BY USACOE APRIL 2015 AND EMAIL AUGUST
\\\i . 2015. ISOLATED WETLAND I ) x CUT
7 By\ / v I I j/ CONCRETE
y < .
N N 00 / �v I I 15.43 N87.39'58"E -_SIDEWALK
p s / L*P-LJAIJ@3 _- -_-- --- _--- - -_-_- -
N 24.17 / / , \ 5 S23 / C7
c.0 N47°20 17 E / 2 / / O ✓� . � � NB7°39 58 'E 596 19 ---
0_ / B NB7°39'58 E _ - - OF
\ /
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