SW8981020_APPROVED PLANS_19990310

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 CA91010
DOC TYPE ❑ CURRENT PERMIT
X❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE lc► cicl 03�0
YYYYMMDD

Qt
NC 172 �" O
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION. NCSR rsra
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
ti
WATER AND SEWER SERVICES.
3. WATER AND SEWER SERVICE PROVIDED BY THE CONTRACTOR. SITE
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET THE LOCAL AND STATE SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE' S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. VICINITY SKETCH
B. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
NOT TO SCALE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE
40' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
SEWER
AND SPECIFICATIONS AS SHOWN IN DETAILS. B•
D81293 P187
11. CONTRACTOR MUST OBTAIN DRIVEWAY PERMIT ON N.C.S.R. 1518. INV-25.75 . . . ( EXIS%NG
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' N/F -
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. KENNITH P. WHICHARD, JR. I I I
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
D.B.1033 P 860
PROPOSED CONSTRUCTION. A _ _ - •-�\
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. I I 1 II M.8.33 P.104 SL.J-132 _ _ _ _ _ �- �
I I I I EB _ / 1 SEWER MH
16. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR I I 1A\ 6 WAR - - _ - 1 roP-ze.az
12-8 SIGN. I I\\ II C - - - EXISTNG�
FH
- INV-21.94 $60
_ -�
17, NO NATURAL GAS ON SITE. AN ABOVE GROUND LP GAS TANK ON CONCRETE PAD WILL BE USED. 1 I \\ II �- - - - - - - - - - - _ _ - e sE� g 1033 P
18. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). _ E%ISTNG PER D•
19. ALL CLEAN-OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. I II II II \ I \ - _ - _ - - - - - - - _ _
20. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED. I �� - _ - _ STANDING I
21. CONTRACTOR TO CALL 1-800-632-4949 TO LOCATE BURIED CABLE _ -_ - -
I I I II ` EXIS�NG 8-SEWER - WATER
PRIOR TO CONSTRUCTION. 1 1 I m TOPER MH _ - - - _ - - - - - - -
22. THERE ARE NO WETLANDS ON THIS SITE. I I II ANAGE & INV-410 - _ - _ - - - - _ �\ r _ - r
I I II= I ACCESS. T INV-24.10
I I III 5, s R/W (,MDn{ VARIES) III- - - - - - TB FB\ t I I
I 11 I I I I a I 2 STANDARD 63.32
CURB & GUTTER _ _ 1 i j
I I I� (TYPICAL)
310.81
S 02' 30' 09 1-_- (74 EXISTING t'SENOR STUB-OUT I I
TRACT DATA: I I II I IIII I /// /ss POND (SEE
DE�N L) FRONT��_ 1p'1,1 II
OAD SIDE FEED \ y
ENTRANCE�0� VERTICAL COMPACTOR SNEADTPERRYTOTAL AREA 1.72 AC.
PARKING PROVIDED = 60 SPACES (INCLUDING 3 H/C) �� I P/ vv \\ MARATHON EQUIPMENT 00 MEDICAL CENTER
WATER = PROVIDE BY ONSLOW COUNTY I /{ WOOD sa+ III ' _ _ -�' 1 1 o (MARATHON
- MODEL BroPLSP)
- -- ,- -: _ JII III
SEWER = PROVIDE BY NORTH TOPSAIL WATER & SEWER, INC. 1 z11 I I �' II ST (TO BE REMOVED) �I C z�
AREA TO BE DISTURBED = 1.72 AC. I _
_ _ a II
>mI I II II IIII �-�- IIII
NAt1'
V-27.14
3
- I
_ I ,
I I
-� --_----- ~ � O F 7
Sf I I I �-__.__ __ to III _ �_-_ ll�-2 I -
--- - PROPOSED ASPHALT -- w
DRIVE-THRU I'' h ^ I I >
`
1 II III 1 CANOPY /
.I ...i N� Z I i I N F
ONSLOWCOUNTY
HOSPITAL AUTHORITY
135.33' �I a? D.B.1066 P.97
ILn I I,r23 I I 1 7.5' I'IDUMPSTER
ONUMENT ` ' FEN SEE (SEE SHEET
W 11 I I ry°' SIGN - - - -- PROPOSED SHEET A 2) I A-8.2 & A-7.2)
CVS PHARMACY UFT
I I 1 w r'' 10,195 S.F. n MODEL WL-10o Sae
61 1 I __.-_-_ RIVE-THRU _ - F.F. ELEV. = 35.8
I --- - 1 CS
O 1 I $g IM �� 1.72 ACRES < a
- - 4 ¢ ENTRANCE TO
1 ) ¢ I LL M O I MEDICAL CENTER
cl 19' 24' -- --18 24' 19 I
----- - j
II�m 1� (le1TWJ
\ 1 I IIL W i H/C SIGN ;�
II e > -
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD ERG (wA e
C1 90' 01' 27" 20.00 31,42 28.29 20.01 S 42' 29' 47" E I 11 i - -- - _-- ff --- - -;x� xr-J Y
aLLARO(TYP. m %
CONIC WAI 0
/i
- r
G DIT �..
AI� r t fx I -- ♦'
L 6. h 6L amn I I I I
LINE BEARING DISTANCE 11 E -__L E E 7 -mils t S LO I
L1 S 87' 25' 35" E 43.53 I V 1 PP ~7 J
II
L2 N 10' 43' 40" E 49.89 ` III SIS (TO e): RELocATEo) n ♦� O� PROPOSED ASPHALT � II
SIGN
NOTES: III I I'll (TO BE REMOVED) - - #'
1- STATE HIGHWAY COMMISSION DEED BOOK 382 P.375 IS NON-PLOTTABLE II I I ti L I II
(APPEARS TO BE WITHIN N.C.D.O.T. RIGHT-OF-WAY). _>0 7 tOI
s - m Diu
2- NO OTHER SIGNIFICANT OBSERVATIONS WERE OBSERVED. J - ------
3- VERTICAL DATUM BASED ON N.G.V.D. 29. III II \ uROKEN ONUMEN� PYLON SIGN ZII
4- LOCATION OF WATER & SEWER LINES TAKEN FROM PLAN ENTITLED 1 1 \ S
NORTH SHORE VILLAGE" PREPARED BY: JAMES L. STEWART & ASSOCIATES, R/11- I I II I - 1- - - - I I R/W
EIS L2 STE BENCHMARK N 10' 43 40" E 235.60' METAL
CE POLE SIGN
DATED: SEPTEMBER 23, 1988. I I I 1 \ If TGP OF FH ELEV-33.20 TER"�p- q
5- ALL N.C.G.S. MONUMENTS LOCATED WITHIN 2000' OF SITE APPEAR TO BE DESTROYED. I If _ _ I I \ I dSIGNL E E W-rt/PP II I
6- THERE ARE TO BE NO CHANGES TO SUBJECT STREET RIGHT-OF-WAYS TO OUR KNOWLEDGE. IgG" II
,...a I \ \ 1 PP W I CABLE ) SIGNS I
7- NO RECENT CHANGES TO STREET OR SIDEWALKS OBSERVED. �- - eox
\ E / II UNABLE TO DETERMINE
- C/L DITCH INV-27.54 // I INVERT OF '5'PIPE
8- SITE CURRENTLY NOT ZONED.
f E ��� - -I- - - - - - - - - -
LEGEND:
EIS = EXISTING IRON STAKE / _ _ °- -" EXISTING 10*PVC ONSLOW COUNTY WATERUNE
EIP = EXISTING IRON PIPE _
- - 1
ECM = EXISTING CONCRETE MONUMENT VALVE SHOWREFERENCED
ON ps yy]�y/� A
-_ �- REFERENCED PLANS - APPROVED
L \ f(1It/� TER
EPK = EXISTING P.K. NAIL 1 I OVERHEAD LINES _ NOT FIELD LOCATED. NORTH CAROLINA
SIS = SET IRON STAKE t I FOR STOP LIGHTS --- - __ _ MANAGEMENT COMMISSION TA V
SCM = SET CONCRETE MONUMENT -- w I
DIVISION OF WATER QUALITY p E C E I E
3 D
EB ELECTRIC BOX _ _- � I m - _ _ / -_ - - Dated EQ (o(99 JAN 12 1999
RCP = REINFORCED CONCRETE PIPE I
TB = TELEPHONE BOX "OVERHEAD LINES '
WV = WATER VALVE - W FOR STOP UGHTs I _ - - - - - - - - - - - - - - - - - - - - - - - - - - Stormwater Permit No.� )2. D E M
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - EXISTING 12-SEWER FORCE MAIN NORTH TOPSAIL WATER & SEWER WC. _
MH = MANHOLE - - - - -- - - \�- - - - L - , - -- -- -- - -- - -�- - - -- -- - - -- PHGJN`.1,+U8�(-
S.F. = SQUARE FEET
PP = POWER POLE SITE PLAN
):I( SECURITY LIGHT W �\ / N.C.HIGHWAv 210 - 1 50' R/W m
C/L = CENTERLINE \ m SHOWING
R/W = RIGHT-OF-WAY 3 / 3 _�, CVS PHARMACY
N/F = NOW OR FORMERLY j3 a 3 -� STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
FH = FIRE HYDRANT I I PREPARED FOR
INV = INVERT I -
ZP N0. 76, LLC
GW = GUY WIRE
-E- = OVERHEAD POWER UNE 1
R/W- � 1 R/W PREPARED BY
= TRAFFIC FLOW I JOHN L. PIERCE - SURVEYING
N.C.S.R.- NORTH CAROLINA STATE ROAD I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \ 1
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY \ 1 I / H PHONE: [phone] DATE: SEPTEMBER 16, 1998
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN I THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A DP, q SCALE: 1 " = 30' F.B. 411 , PG. 1
HEREON); THAT THE BOUNDARIES NOT SURVEYED tmd 3 S , PEST O"s
PECIAL FLOOD HAZARD AREA (" SFHA" ) AS DEFINED BY THE FEDERAL �p o !�: JOB #984338 FILE NAME: CVS1 B
'- CLEARLY INDICATED; THAT THE RATIO OF PR 2=
EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN f
AS CALCULATED IS 1 15000+ : WITNESS SQ ;
ORIGINAL SIGNATURE, REGISTRAT ON NUMB Q` �S�AC���'y`� ZONE(S) C OF THE FLOOD INSURANCE RATE MAP 42�L _ 30 $ C 30 6C 9C
THIS DAY OF Sb*.7 9qq .Q Y IDENTIFIED AS COMMUNITY PANEL No. 370340-0468D F�
s - SEA(" BEARING AN EFFECTIVE DATE OF NOVEMBER 4. 1992 � �/NEEP �e
L-2598 Q K EGOB'." SCALE IN FEET
.,,I llybgl
REF: PORTION OF M.B.33 P. 104 SL. J-132 �./ 3 •":�9,1,
PORTION OF D.B.1033 P.860 L-759T SHEET 1 OF $
- %v"'�L. 0 $p
NCDOT PROJECT 6.2610039 %iqti/� L REVISED: JANUARY 7, 1999
III

NC 172 O G
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION. PAVEMENT AREAS ASPHALTIC COMPACTED Nc
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
CONCRETE BINDER CRUSHED STONE
WATER AND SEWER SERVICES.3. WATER AND SEWER SERVICE PROVIDED BY THE CONTRACTOR. (NCDOT TYPE -1 ) BASE
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL (NCDOT TYPE ABC) SITE
MEET THE LOCAL AND STATE SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE O
1
FILL AS REQUIRED. 1
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE LIGHT DUTY (PARKING LOT) 1 " 1 1 /2" " 6-8"
WITHOUT THE OWNER OR HIS REPRESENTATIVE' S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE [HEAVY DUTY (TRAFFIC AREA 1 2 8" V NOT
T SKETCH
SCALE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE
40' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
CS.,NEOUT DITCH TO
LEAVING SITE. ASSURE PO4nVE DRAINAGE
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. N/F
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. GRA .129DON W. TRIPP G e SEWER
11. CONTRACTOR MUST OBTAIN DRIVEWAY PERMIT ON N.C.S.R. 1518. INv-25.75 D.B.1293 P,18' ExlsrN
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 1II N/F -
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 1 KENNITH P. WHICHARD, JR �-
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE 1 i _
PROPOSED CONSTRUCTION. \ D.8.1033 P 860 -
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. I �1 `� M.B.33 P.104 SL.J-132
MH
16. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR I I 1 II _ R_ _ _ - II SEWER .8
12-8 SIGN. I I\\ II 1� C �� - �" � - EXISTNG 6'� � - � - - :.: TOP-28.82
FH _- _ - _ _ _ I INv-21.94 p.860
17. NO NATURAL GAS ON SITE. AN ABOVE GROUND LP GAS TANK ON CONCRETE PAD WILL BE USED. 1 I\\ II - - - - - - - - - - - - - - - - - _ ��- _ _ - -- - -` '° /r_ e sfME 1033
18. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). I Extsr+G P R 0 B
19. ALL CLEAN-OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. 1 III I \ \\I \ �� _ --« - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - 9 ���- -- -STANDING
CONTRACTOR TO PROVIDE HANDICAP RAMP A$ REQUIRED. I I II41 ? SrANDINc I
21. CONTRACTOR TO CALL 1-800-632-4949 TO LOCATE BURIED CABLE 1 I II �� `_ _ _ - - ExlsnNc 8'_ENr_R WATER
SEWER MH
PRIOR TO CONSTRUCTION. 1 I �I III OP 29.59 _ _ __ _ - - - - - -
22. THERE ARE NO WETLANDS ON THIS SITE.
I I I Ih I AccEss,��N aT INv-24.10 _ _��- _ SIS I �- r
I I UTIIIT'� EASEMENT VARIES)
I 11 I I II z I STANDARD CURB ! GUTTER
I � i III 4 (TYPICAL) Q.BI I 'gyp_._ � I
4- 31 Y
a S 02. 30 09" W y 1 ExISTING 4"SEWER STUB-OUT
_ i A
- - SEEDING SCHEDULE
�- 1I
TRACT DATA: SIS _�_�_ �-�� III�I INu, I SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
POND (SEE DETAIL:�" 1 I ' GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
TOTAL AREA = 1.72 AC. II *:-. I II,/ L_) DETENTION - ­3 ENTRANCE 2 .00 k ENTRANCEEADS TO LY
I{ �_ � _ I _ SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
// '� -M I ' I -�_ _ _�s� ' HEAVY DUTY MEDICAL CENTER APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURE
PARKING PROVIDED - 60 SPACES (INCLUDING 3 H/C) �QI I /1( I III , _�__ __�- 1 ' I ASPHALT _ 00 WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WATER = PROVIDE BY ONSLOW COUNTY I I I W� �a+ T1I - j I - -
� 11 I / II (TO BE REMOVED) 11�C ���� �-
SEWER - PROVIDE BY NORTH TOPSAIL WATER & SEWER, INC. I _ WHERE SLOPES EXCEED 49,.
AREA TO BE DISTURBED = 1.72 AC. >° I PROP. r 0s P i v I MATE
duNDTION IIII � oF '$cM ' INv. "� - - ecP�-0 -< RIAL
Box' 63 1 2 _ - _ _ - r 3 I3 APPLICATION RATE
I - �-� _ _ oil . 34.5 ml �/ LIME 2 TONS/ACRE -
_� 1 I t3g03 -4 L� -� "odmm"` 4 34.0 34'D rn Vic, 209. SUPERPHOSPHATE 600 POUNDS/ACRE
NV-27.14 C.B. �. e o 37G GRAB '� INV. 28.08 1�� 0 z - FERTILIZER 1
QI I TOP-31.5 162 L.F. OF 15 R IFH -27'--T� ( 0-10-10) 1000 POUNDS/ACRE
4,
I
° .. , ' ,LK xX `x ,•:.r •t� 7y�'r ''r x1" `/` x t x k c� II ,n APRIL - JULY
Z I r x x y�yY 1 34.8 n I � 't I FESCUE, KY-31
•� I II 1 - I x 20 ' Xx . x,�`^ 35.6 I I' ` 34'3 ' BERMUDA HULLED 50 POUNDS/ACRE
I /x'xr Frx rc'`� 346r353 i � I N/F (HULLED) /
ITEMPORAR r x f X ' s X e x - a . •' • � _ Z o
I I ` 6ONsTRuCTI `-" ✓ ' '� % r' (( w L1 I ONSLOW COUNTY JANUARY - MARCH
•�1 I TRANCE xr. 33.0 ;�`< . - x r .�. FESCUE, KY-31 50 POUNDS ACRE
1 ' ^ HOSPITAL AUTHORITY /
35.13I I ( lea BERMUDA (UNHULLED) 20 POUNDS/ACRE
7 HEAVY DUTY ' - D.B.1066 P.97
,n y 35.23 u ( a a RYE (GRAIN) 25 POUNDS/ACRE
I I I I I SEPTEMBER - NOVEMBER
ASPHALT t I
PITCHED ROOF 3s.e �l I I I
1 x� raly-3i.'s - = '6 � ( (�_r - FESCUE, KY-31 50 POUNDS/ACRE
CO 1 II [� INV.-288.67 PROPOSED 6'DRAI x '4 ( � \ MULCH 2 TONS/ACRE
CVS PHARMACY
r. 10.195 S.F. " `� s \
35-3 3513 ; - _N_ \--
_ �. . 322 = I.. F.F. ELEV. = 35.8 ff.' ,�, ro \\ ASPHALT TACK 300 GALLONS/ACRE
Q> II I o zta u� 31. 0 .1� 1.72 ACRES Gp x '.y �� �� ��_. . .
I O I < 35.e x2 3��I = J ENTRANCE To NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
NO` > I .. 33.7 U d a SNEADS FERRY
MEDICAL CENTER
1 I 1I 32e F %< rxK �IoI z to _
1 U •,. 2S 'J. a - 35.3 6"DRAIN 'CILIT. Ix x <�• ��I 0_ /
35.5
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG I I II�s� 33.0 34.t _ 34.0 ° I z �m
SwF 3za • 35.e �__ � x -�. 3 e , x�" 33s e p T, I :3oss w /f_ -
C1 90' O1' 27" 20.00 31.42 28.29 20.01 S 42' 29' 47" E 1 I { r 4' c4 3 '4 0 35.7 32.
Y /
1 RELOCATE EXISTING 55.3 35.2 35.2 35.2 35.2 '2 29.� <a i. _.:
fA R/W DITCH 34.e 357 357 SEEDBED PREPARATION NOTES:
AI-�E 2.2 2 ' I II 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
LINE BEARING DISTANCE II E� �. -- 353 /.
II $ MEDIUM CJTY ASPHALT 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
L1 S 87. 25' 35" E 43.53 I4 `, PP 348 I I TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4' -6" DEEP.
I 325 TO BE LOCATED) x . ' �0 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
39
L2 N 10' 43' 40" E 49.89 I �: 32.5 HEAVY DUTY E�,x , m
II ASPHALT TOP-520 `,'�� � 1� I III SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
SIGN ar INv 2970�x `< MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
NOTES: I III ` L4 (TO BE REMOVED) __
II AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
/) c.B. 24o L.F. of 12" RCP a 0.3% GRADE 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
1- STATE HIGHWAY COMMISSION DEED BOOK 382 P.375 IS NON-PLOTTABLE / II I '�' *- ' X ✓ r` ` - - I I SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
I 1f9• TOP-32.0 33.5
(APPEARS TO BE WITHIN N.C.D.O.T. RIGHT-OF-WAY). I I 1 �O 76• INV.-29.04 - o �' X O 31.28 I PHOSPHATE.
2- NO OTHER SIGNIFICANT OBSERVATIONS WERE OBSERVED. I 1 - I I \ �j ?g, --"- - - -- - -- - ^ . , ' _ I 5. F SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
/ i I - - 32.5 l' I -" I REPORT.
3- VERTICAL DATUM BASED ON N.G.V.D. 29. I { II , F BROKEN R/w SILT FENCE 32.0 ZI ' I I 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
4- LOCATION OF WATER & SEWER LINES TAKEN FROM PLAN ENTITLED _J 1 1 I f- - DURING SEEDBED PREPARATION.
" NORTH SHORE VILLAGE" PREPARED BY: JAMES L. STEWART & ASSOCIATES, R/W 1 �I �' 1 L2 N 10' 43' 40 E 2 .60 SIGN R/W
DATED: SEPTEMBER 23, 1988. I EIS SITE Of FH LEV
I I I � \ I� TOP OF FH ELEV-33.20 SERVICE SIGN U3/ I I
5- ALL N.0 G.S. MONUMENTS LOCATED WITHIN 2000' OF SITE APPEAR TO BE DESTROYED. I {IMETAL ��
6- THERE ARE TO BE NO CHANGES TO SUBJECT STREET RIGHT-OF-WAYS TO OUR KNOWLEDGE. I 1 I I \ 1 0'_ 4 - - �GIN PP } I
VOOD {
'! CABLE _ - - -. - - >s - 3t. . - - ... ,c 31 - - -- 9GNA I I I+:
7- NO RECENT CHANGES TO STREET OR SIDEWALKS OBSERVED. I I \ E - I -- 30 -_ - _- �� I 3a II UNABLE TO DE-ERMINE
8- SITE CURRENTLY NOT ZONED. I ;� _-I - - - - - c/L DITCH _ _ "v* // _ INVERT of 1- E- - - - 29 - 27 54 - \\ `.o P CONSTRUCTION SEQUENCE Of EACH c T10N
E _l-•'� E \ _. I --'4 - - - -.a-4 .� - - - - 4.15"RCP = _ 1. OBTAIN PLAN APPROVAL.
1 I \ -- -. - - �. �-I- - - - - - -
r E / _ _ - - -29-- - - - - - - i/ \ 2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & RIP-RAP FILTER BASINS,
LEGEND: / I •er --- - _;._ _< -- --- _ _ -_30_- -.__ _ _ _ _ - - - - 4 ;.�� �� CLEAN-OUT aTgl ro & INTERCEPTOR DIKES ADJACENT TO DITCH.
ASSURE P09 TVE DRANAGE
- 3. BEGIN STRIPPING SITE & EARTHWORK. INSTALL ROCK DAMS & SEDIMENT TRENCHES IMMEDIATELY
-- -.-_ _ - - EXISTING 10"PW ORSLOW COUNTY WATERLINE - 31 - - ..
EIS = EXISTING IRON STAKE ___ _ __ i __� _ _ _ _ -__ _ _ _ _ _ --- ____- - _ _ _ - _ _ _ - _ _ - _ r_ _ _ _ _ _ _ -__ -_ _ - UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE.
EIP EXISTING IRON PIPE - - - -
�- ' - - - - - - - - - - - - .. <.- _ 3r---- �---� - -- - :<- - - --1 VALVE SHOWN ON 4. INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. &
ECM = EXISTING CONCRETE MONUMENT I m NOT FIELD LOCATED. . ELIMINATE INTERCEPTOR DIKES.
EPK = EXISTING P.K. NAIL I OVERHEAD UNEs THEY ARE BROUGHT TO GRADE
REFERENCED PUNS D S RIP RAP & BEGIN PLACING FILL OVER PIPE
I _ TED 5 MAINTAIN STRUCTURES DURING CONSTRUCTION.
SIS = SET IRON STAKE It 7 REMOVE TEMPORARY MEASURES. E
-_- _ _ - - I FOR STOP LIGHTS S & DITCHES AS
SCM = SET CONCRETE MONUMENT I 6. SLOPE DI
n ARY
EB ELECTRIC BOX I
RCP = REINFORCED CONCRETE PIPE
TB TELEPHONE BOX ��ovERHEAO uREs
FOR STOP LIGHTS I - - - - - -17 - -
WV WATER VALVE - - - - - - -W
MH = MANHOLE _ -- -- -- - ��-- - EXISTING 12'SEWER FORCE MAIN (NORTH TOPSAIL WATER @SEWER INC
S.F. = SQUARE FEET �\ / GENERAL GRADING & DRAINAGE/
PP = POWER POLE N.C.HIGHWAY 210 - 150' R/W m SEDIMENTATION & EROSION CONTROL PLAN
_ SECURITY LIGHT W \ / r
CA = CENTERLINE \ / m SHOWING
R/W RIGHT-OF-WAY a ���
CVS PHARMACY
N/F = NOW OR FORMERLY 3 3 �- 3 3 --�-
FH FIRE HYDRANT I
INv = INVERT
UM SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED FOR
GW = GUY WIRE I
ZP N0. 76, LLC
-E- = OVERHEAD POWER LINE I
TRAFFIC FLOW R/W- I R/W
I PREPARED BY
17�
N.C.S.R.- NORTH CAROLINA STATE ROAD I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \ I JOHN L. PIERCE C SURVEYING
I 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY \ I I PHONE: [phone] DATE: SEPTEMBER 16, 1998
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN I THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A . Ji Q SCALE: 1 " = 30' F.B. 411 , PG. 1
HEREON); THAT THE BOUNDARIES NOT SUR 0 E �� 1' SPECIAL FLOOD HAZARD AREA ' SFHA" AS DEFINED BY THE FEDERAL l�4E5Si0 ell :.
qqi \ ( ) } a y 2 , JOB #984338 FILE NAME: CVS1 B
CLEARLY INDICATED; THAT THE RATIO C�61a q7y� EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN ' F 4Al r ➢ ',
AS CALCULATED IS 1, 15 000+ Al L = 3Q 1j Q s� 9�
ORIGINAQL�SIGNATURE, REGISTRATION F � ZONE(S) C OF THE FLOOD INSURANCE RATE MAP T 92AT # 9
THIS _&DAY OF � _ .74 9< IDENTIFIED AS COMMUNITY PANEL No. 370340-0468D , N
s S = BEARING AN EFFECTIVE DATE OF NOVEMBER 4. 1992 F G�NE� O
L :� L 2596 i 9iCK E, SCALE IN FEET
`t REF: PORTION OF M.B.33 P. 104 SL. J-132 = �oQ
'�uuNNuu�a
C�^'� 'y ti Vim�'�f STORMWATER SHEET 2 OF 5
PORTION OF D.B.1033 P.860 JOHN ERNE -� �5 SUR+�'`pV�
NCDOT PROJECT 6.2610039 REVISED: JANUARY 7, 1999
'r/IIIIIAllllll
c�
I

NC 1j2 'l f
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN NGy1p Tsrg
ti
WATER AND SEWER SERVICES.
3. WATER AND SEWER SERVICE PROVIDED BY THE CONTRACTOR.
SITE4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET THE LOCAL AND STATE SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE �1
FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE' S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. VICINITY SKETCH
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE NOT TO SCALE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE
40' x 50' x 6' DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. I Ey35T NG B' y ER
11. CONTRACTOR MUST OBTAIN DRIVEWAY PERMIT ON N.C.S.R. 1518. INV-25.75 D.B.1293 P.'87 I
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' N/F -
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. KENNITH P. WHICHARD, JR. 1
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE f
PROPOSED CONSTRUCTION. A ( D.B.1033 P 860 _ _ _ _ r _►��
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 1 I I II I M.8.33 P.104 SL.J-132
I\ _ _ �- _ SEWER MH
16, HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR I 1 I\\ II I - - - -C - _ - - ExISTING 6"� _ _ _ - - TOP
12-8 SIGN. II 1\ FH _ _ _ - INV-21.94 � p.860
_ _ _ - _ -
- - - I I, / B SIN 0.g,1033
17. NO NATURAL GAS ON SITE. AN ABOVE GROUND LP GAS TANK ON CONCRETE PAD WILL BE USED. 1 I \\ II � �- - - - - - - - - - - - - - - �_ _ - � ExISrN p R
18, ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
19. ALL CLEAN-OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. -
20. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED. I I I II\� - - - - - - - STANDING
\\ _ - - _ - _ - - - - - - - - - - - __ E�SSrNG 8'SEWER WATER
21. CONTRACTOR TO CALL 1-800-632-4949 TO LOCATE BURIED CABLE 1 1 1 II ____ - - - -
PRIOR TO CONSTRUCTION.
22. THERE ARE NO WETLANDS ON THIS SITE. I II 1 II I ACCESS DRAINAGE SEWER MH - - - - - - -
s TOP-29.59 - r - - - - - - -
_ _ _ _
I III UTIuT' ` �yVARIES) Nv-u.10 I �s
1 I N I 5 O R/W - - ==I- V 111 I I
I 1 1 I II A DOT
2'CURBSTANDAR6 GUTTER - 3
_
I II� ::6(TYPICAL) I I I I
I _ _ 10.81
W
(CONTRACTOR FACI I ( I
_ S 02' �0 09"�- EXISTING 4'SEWER STUB-OUT
LITATES TA TAP) r \\
TRACT DATA: 1 1 11 I // SIS --_� �� y
POND (SEE DETAIL)
1 11 I II / 1/f DETENTION I ENTRANCE TO
TOTAL AREA = 1.72 ACSNEADS.
I
I I - ----�-�Zg __- --- - _ ------
- -FERRY
PARKING PROVIDED = 60 SPACES (INCLUDING 3 H/C) �_ MEDICAL CENTER
WATER = PROVIDE BY ONSLOW COUNTY WOOD SIGN
TO BE REMOVED) JI
SEWER PROVIDE BY NORTH TOPSAIL WATER & SEWER, INC. loll
515
AREA TO BE DISTURBED 1.72 AC. oil
_
1 1 1� -tom_
o I i t I Nv-27.14 �_� - ` o ICI+-27'
-
I
n 1 II II 3' SEWER SERVICE 1i I-. ' ..I Z I IIb II I I N I II II I Ij I ONSLOW COUNTY
i I I I I I I HOSPITAL AUTHORITY
18
I I I o ® ' III I I D.B.1066 P.97
I cr I I,r23' III II _ �I
00 II I -_ -� D J� PROPOSED - +I
' CVS PHARMACY
10,195 S.F. sI INly \\
F.F. ELEV. = 35.8
1.72 ACRES
ENTRANCE TO
11 I I�fA I 3 JI I tL ° a MEDICAL CENTER
II II ^hj zaoa
II 1I II H��s�Z I
e �)I� oM
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG z TRANSFORMER 90' 01' 27" 20.00 31.42 28.29 20.01 S 42' 29' 47" E
/
�
� SIB, I �i
LINE BEARING DISTANCE LII
E � E
L1 S 87' 25' 35" E 43.53 II \ E PP �{� III I III
L2 N 10' 43' 40" E 49.89 II (TO BE RELOCATED) 5;I �I
I II SIS
III I (� (TO BE�REmOVED) �4'PVC FROM S 3I
NOTES: \,J/,.rTO EWIPMENT Room R Nil
i
1- STATE HIGHWAY COMMISSION DEED BOOK 382 P.375 IS NON-PLOTTABLE / I I , I \ 1 s �I BcvoN °D°D cORe
(APPEARS TO BE WITHIN N.C.D.O.T. RIGHT-OF-WAY). 11 I �I B' 31 I II
2- NO OTHER SIGNIFICANT OBSERVATIONS WERE OBSERVED. -- - -
1
3- VERTICAL DATUM BASED ON N.G.V.D. 29. I \ \ F BROKEN R/W Z
I I MONUMENT PROP. 1'WATER METER I ):(
4- LOCATION OF WATER & SEWER LINES TAKEN FROM PLAN ENTITLED I 1 I I \ PROP. IRRIGATION ME lSS_"l I 1 -R/W
" NORTH SHORE VILLAGE" PREPARED BY: JAMES L. STEWART & ASSOCIATES, R/W 1 1 - 7- -.) - - - - N 10' 43 40 E 235.60 MET L I I /
DATED: SEPTEMBER 23, 1988. EIS STE BENCHMARK SERVICE POLE 9Y1
I I , \ I4 TOP OF FH ELEV-33.20 !� 03/
I yy E ,,�/
5- ALL N.C.G.S. MONUMENTS LOCATED WITHIN 2000' OF SITE APPEAR TO BE DESTROYED. i 1 -" I I \ I I I (METAL E ��i PP
6- THERE ARE TO BE NO CHANGES TO SUBJECT STREET RIGHT-OF-WAYS TO OUR KNOWLEDGE. _ 1 I ❑ ,I SIGN I CABLE CONTRACTOR RESPONSIBLE TO INSTALL SIGN I I II
7- NO RECENT CHANGES TO STREET OR SIDEWALKS OBSERVED. I I I \ \ PP cw _ -
\ E COORDINATE k PAY FOR TAPS II I UNABLE TO DETERMINE
8- SITE CURRENTLY NOT ZONED.
-- C/L DITCH I I INV-27.54 �/ I INVERT '5*PIPE
I I e-� \ - - _L BOX / \\
- . - - - � - - - - - . - - 15'RCP
E � E 1 \\ I - - - - ��� - -I- - - - - - - - -
LEGEND: I
L
EIS = EXISTING IRON STAKE __ Exlsn_Nc 10'PVC_ON UN_SLOW COUNTY WATERLINE
NE
= EXISTING IRON PIPE -�
- -� - - - \-- - - - ----- - - -- ---- - - „r ---
- - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - VALVE SHOWN ON
ECM = EXISTING CONCRETE MONUMENT J
I m / REFERENCED PLANS
EPK = EXISTING P.K. NAIL I VE DI NOT FIELD LOCATED.
OVERHEAD LINES {J/
= SET IRON STAKE I I - - - - --- - -- -- _
SIS FOR STOP ucHrs
SCM = SET CONCRETE MONUMENT
3
EB = ELECTRIC BOX m
RCP = REINFORCED CONCRETE PIPE I m
TB = TELEPHONE BOX �_oVERHEAD LINES
WV = WATER VALVE w FOR STOP LIGHTS I I - - - - - - - -
- - - - - -
MH = MANHOLE - - - _- -- - _ -- - _ - - - - -- -EXISTING 12'SEWER FORCE MAIN-NORTH TOPSAIL WATER hSEWER -L- - -- -- -- --
S.F. = SQUARE FEET \\ /
PP = POWER POLE
�( SECURITY LIGHT W \\ // N.C.HIGH ^, AY 210 - 1 50' R/W UTILITY PLAN
C/L = CENTERLINE / I SHOWING
R/W = RIGHT-OF-WAY \ 3 _�� CVS PHARMACY
N/F = NOW OR FORMERLY 3 3 "-T-
FH = FIRE HYDRANT '3 3 1 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
_ PREPARED FOR
INV IN
GW = GUEYR WIRE 1 - ZP NO. 76, LLC
-E- = OVERHEAD POWER LINE I
- = TRAFFIC FLOW R/W II R/W PREPARED BY
JOHN L. PIERCE - SURVEYING
N.C.S.R.= NORTH CAROLINA STATE ROAD I, JOHN L. PIERCE, CERTIF° T"AT THIS PLAT WAS \ I 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DRAWN UNDER MY SUPER\SION FROM AN ACTUAL SURVEY \ I / PHONE: [phone] DATE: SEPTEMBER 16, 1998
MADE UNDER MY SUPERA90N ;DEED REFERENCES SHOWN THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SCALE: 1" = 30' F.B. 411 , PG. 1
HEREON); THAT THE BOUNDAR,ES NOT SURVEYED ARE _p SPECIAL FLOOD HAZARD AREA (" SFHA" ) AS DEFINED BY THE FEDERAL JOB #984338 FILE NAME: CVS1 B
CLEARLY INDICATED; -HAT THE RATIO OF i Wr�avT AGENCY THE A O ��%ice ZONE(S) CY CANAGEOFNTHE FLOOD INSURANOCEERATEIMAP THIN 30 15 0 30 60 90
AS CALCULATED IS 1. 15 DOCK WITN A
ORIGINAL SIGNATURE, REGISTPATION
THIS DAY OF IDENTIFIED AS COMMUNITY PANEL No. 370340-0468D
.� - 19 .�_�Q' 9< y
r SEAL = BEARING AN EFFECTIVE DATE OF NOVEMBER 4. 1992
SCALE IN FEET
L-2596 _
REF: PORTION OF M.B.33 P. 104 SL. J-132 _ -- '. Q SHEET 3 OF 5
PORTION OF D.B.1033 P.860 HN L.
NCDOT PROJECT 6.2610039 Oy.tiSUR REVISED: JANUARY 7, 1999

2
CONSTRUCTION NOTES: NC 172
LANDSCAPE LEGEND
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION. = RIVER BIRCH 10-12' 8/8 (6)
2 CONTRACTOR
ONAAND SEWER MAINTAIN 10 ES. FEET OF HORIZONTAL SEPARATION BETWEEN NOSR
WATER 1318
ro =
3. WATER AND SEWER SERVICE PROVIDED BY THE CONTRACTOR. AIL
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL = LIVE OAK 8-10' B/B (1)
MEET THE LOCAL AND STATE SPECIFICATIONS. SITE
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE = NICK COMPACTA JUNIPER - 3 GAL. (9)
FILL AS REQUIRED. 0 1
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE = NERIUM OLEANDER - 3 GAL. (8)
WITHOUT THE OWNER OR HIS REPRESENTATIVE' S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL = ROTUNDRA HOLLY - 3 GAL. (28)
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE r`,
= ANNUALS 12 FLATS VICINITY SKETCH
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON NOT TO SCALE
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE ® = RAINBIRD R-50 SPRINKLER HEAD
40' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. SEWER
11. CONTRACTOR MUST OBTAIN DRIVEWAY PERMIT ON N.C.S.R. 1518. INV-25.75 D B.1293 P.'87 EX15nNG B
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' I I
N/F
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE f KENNITH P. WHICHARD, JR.
PROPOSED CONSTRUCTION. A G D.B.1033 P 860 -
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. I I 1 II I M.B.33 P.104 SL.J-132 -
16. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR I I �1 II 1 EB _ WATER -- - _ 1 SEWER MH
12-8 SIGN. I\\ II A\ C EpSTNG 6� - - _ I TOP-28.82
17. NO NATURAL GAS ON SITE. AN ABOVE GROUND LP GAS TANK ON CONCRETE PAD WILL BE USED \ �- - - - - - - - - - - - - INV-21.94
I \ II - - - -_- - - I I EX15tMG 8 SEWED 0 g•1033 P.860
18. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). I I I I \ I � - - _J � PER
19. ALL CLEAN-OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. I I �\ -� _ _ _ _ _ _ _ -_ _ _ __-
20. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED. I I I II\ - - - = _ - - - - - - - - - - - - - - - - STANDING I /�
_ EXISrI �E' R - - - WATER
21. CONTRACTOR TO CALL 1-800-632-4949 TO LOCATE BURIED CABLE I I I II - /i
PRIOR TO CONSTRUCTION. I I I IIm - - SEWER MH _ _ -- - - - - - - - - 1 -
22. THERE ARE NO WETLANDS ON THIS SITE. I IIN I DRAIN u TOP-29.59 - _ _ r -- - - - - - _
I I ACCESS.DR T -
2 EA, INV-24.10 SIS �-
1 5• k R� (WIDTN VARIES) I _ _ � -_ \ I� CLEANLY(
T I II z I STANDARD NCDOT DISEASED PRUNE N DAMAGED,AND/OR WEALY KBRAN CHES
I I I II� (FRB )CAL GUTTER - =_- _ _ _ 1
Y1 31 C.81 FINISHED GRADE AROUND PLANT TO BE THE SAME
_ - _ S 02-}0 09 1 EXISTING 4'SEWE STUB-our I I AS ORIGINAL GRADE OF PLANT IN POT;
SET PLANT 1" ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
TRACT DATA: I II II I II I /// /SIS
3" BARK
POND (BEE DETsL�z� III I ZONE 5 (9 R-50) I DO NOT CREATE SAUCER AROUND SHRUB -
TOTAL AREA = 1.72 AC. I I I / I ! DE7ENn� ,: =_ _� I ENTRANCE ro
/ \ -Fi I I I r _ _ t _ FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
PARKING PROVIDED = 60 SPACES (INCLUDING 3 H/C) m I I I 1 = z - _ _ _ �,� I SNEADS FERRY
MEDICAL CENTER
WATER = PROVIDE BY ONSLOW COUNTY I 8 1� /�{ Wood SIGN III ' C_ _ s= 00 I I �� CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
SEWER = PROVIDE BY NORTH TOPSAIL WATER & SEWER, INC. I II (TO BE REM Ov1tE 31(B IRISo C 3�z TEAIr a I - _ a. ,. CONTAINER (IF CONTAINER IS NON-ORGANIC,
�I II III ' II I III -�- �r - �� ® ICI ) I� - REMOVE COMPLETELY)
AREA TO BE DISTURBED = 1.72 AC.
; I; _ _ _ �� CUT SEVERAL SLITS IN ORGANIC CONTAINERS
_ZONE 6 (10 R-50) TO FACILITATE ROOT PENETRATION; REMOVE
L _ h
= al I II NV-v a -� _ - -.- -. _- ® o iI II b - BOTTOM OF CONTAINER COMPLETELY
£I I _
I'"H -27-_ TI SCARIFY PIT BOTTOM AND SIDES MINIMUM 6"
-
ZONE a (8 P-SD) m Eli w _-
I I
I II
N/F
I CONDUIT FOR I �w II I ONSLOW COUNTY SHRUB DETAIL
I I f WATERLINE IRRIGATION LINE ,
(CONDUIT) I 8 Tt HOSPITAL AUTHORi"'
TO BUILDING (POTTED BALL & BURLAPPED OR CONTAINER)o II � � � I D.B.1066 P.97 NOT TO SCALE
U I Ir23'- 'I 1 III
1 -- - IRRIGATION
co
III " PROPOSED ONOTERIO S�) -
-_VS PHARMACY [l
F. 10,195 S.F. S{y \\
I I I i I�. F.F. ELEV. = 35.8
I 0 t 1 \n 1 .72 ACRES '
�Z ! 2III = ap.J ENTRANCE TO
aV) SNEADS FERRY
f lO I Z z n aI MEDICAL CENTER
C LLy 3 O
0'i
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG I I III 1 roles - on
r ., m /
T rw� 4L==- �-x---' - 1 z m / DO NOT TRIM BRANCHES AT INSTALLATION;
C1 90' 01' 27" 20.00 31.42 28.29 20.01 S 42' 29' 47" E I I I w /
TRIM AS REQUIRED DURING MAINTENANCE PERIOD
SI I I I
LINE BEARING DISTANCE -� I E -_L E s,5- QII I WRAP TRUNK GREATER THAN 2 IN. CALIPER
WITH BURLAP OR WRAP TAPE DURING TRANSPORT;
AI
L1 S 87' 25' 35" E 43.53 II ,rill I REMOVE WRAP FOR INSPECTION AFTER INSTALLATION
L2 N 10' 43' 40" E 49.89 1 (70 PP BE RELOCATED) ° I I I I 1 I
III SIS I I I USE " ARBOR-APE" FOR GUYING 2 T-BARS 1.5" x 1.5" x 96" LONG
II I \ ZONE 2 (7 R-50) "A\ M)OD SIGN I I SET NATURAL BASE OF TRUNK 1" -2" HIGHER THAN
NOTES: I (TO BE REMOVED) TC EXISTING GRADE TO ALLOW FOR SETTLEMENT
I1 I \ /-RAINBIRD R-50 TURF HEADS (TYPICAL) { I ATTACH ' ARBORTAPE' SUPPORT POST
i- STATE HIGHWAY COMMISSION DEED BOOK 382 P.375 IS NON-PLOTTABLE I '1' '� I I POST PER MANUFACTLRER RECOMMENDATIONS
(APPEARS TO BE WITHIN N.C.D.O.T. RIGHT-OF-WAY). III 11 I ` Rg. ZONE 1 (7 R-50) + I I MULCH TYPE AND DEPTH PER SPECIFICATIONS
2- NO OTHER SIGNIFICANT OBSERVATIONS WERE OBSERVED. I I JI \ �O)76• �. `OI I
I SOD OR SOWN GRASS
3- VERTICAL DATUM BASED ON N.G.V.D. 29. I I I n I
i QKRLR/L . .-. .- .. - .. - - . . _ . . - .. - _ . - . . f -1'SOLENOID VALVE (TIP) I I
4- LOCATION OF WATER & SEWER LINES TAKEN FROM PLAN ENTITLED 1 1 \ MONUMENT 1 1/z'WATER uuN f-1'REDUCED PRESSURE BACKFLow PREVEN Z ----+�I
" I _ 1'IRRIGATION METER
NORTH SHORE VILLAGE" PREPARED BY: JAMES L. STEWART & ASSOCIATES, R/W T \ --- - - - - L- R/W CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
DATED: SEPTEMBER 23, 1988. I EIS 0L,2 SITE BENCHMARK N 10. 43' 40 E 235,60' SERVICE POLE METAL 711 -
5- ALL N.C.G.S. MONUMENTS LOCATED WITHIN 2000' OF SITE APPEAR TO BE DESTROYED. I _ I 11 \\ II TOP OF FM ELEV-33.20 I lIMET E _- E ��?_ �d�3/ I I I I _ -�/ _--. - SIDES; TWICE AMEND DIAMETER
PER O01 RTESTOOT BALL,
AND SPECIFICATIONS;
6- THERE ARE TO BE NO CHANGES TO SUBJECT STREET RIGHT-OF-WAYS TO OUR KNOWLEDGE t I \ I I �sGN W0ol)Jr- PP II I i -- - USE AS BACKFILL IN PIT AROUND ROOT BALL
7- NO RECENT CHANGES TO STREET OR SIDEWALKS OBSERVED. I PP Gw I CABLE A, EXISTING SUB-GRADE
BGx I / I/ I I I B & B ROOT BALL
8- SITE CURRENTLY NOT ZONED.
El- UNABLE TO DEVIMINE
C/L DITCH INV-27.54 / 1
r �- \ � / INVERT OF 15'PIWE
E
II15'RCP - TREE DETAIL
LEGEND: / \ m
EIS = EXISTING IRON STAKE / I \ \ (FOR DECIDUOUS TREES)
EIP = EXISTING IRON PIPE _ - - - - - - - -�- - - - _ _ ExlsnNc 1 D_Pvt ONSLOW WATERLINE- - - - - - - --L - - - - - - - I
-- - _ -- - - _ NOT TO SCALE
ECM = EXISTING CONCRETE MONUMENT - - - - - - VALVE SHOWN ON
m EPK = EXISTING P.K. NAIL REFERENCED PLANS
IOVERLINES NOT FIELD LOCATED
SIS = SET IRON STAKE - - I FOR STOP LIGHTS
SCM = SET CONCRETE MONUMENT _ w I 3 • "I _
EB ELECTRIC BOX I
RCP = REINFORCED CONCRETE PIPE -
TB = TELEPHONE BOX "_OVERHEAD LINES
FOR STOP LIGHTS
WV = WATER VALVE - - - - - - -W - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -
MH = MANHOLE L- - - --� EASING 12'SEWER 5,ORCE MAIN N TOPSAIL WATER 8 $EWER NCI -- -- -- ---- _
-- - - - - - - - -- - - - - - - -- - -- -- -- -- ---- - - - --- -- --- - - - - - - - --
S.F. = SQUARE FEET \ /
PP = POWER POLE \ /
}{ = SECURITY LIGHT w \\ / N. C.HIGHWF 210 1 50' R/W m LANDSCAPE do IRRIGATION PLAN
C/L = CENTERLINE \ /
SHOWING
R/W = RIGHT-OF-WAY 1 m
N/F = NOW OR FORMERLY 3 -1�- 3 3 ---�- 3 CVS PHARMACY
INV INVERT= FIRE HYDRANT 3 1 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
IN =
GW = GUY WIRE I I PREPARED FOR
-E- = OVERHEAD POWER LINE 1 ZP NO. 76, LLC
= TRAFFIC FLOW R/W I R/W PREPARED BY
N.C.S.R.- NORTH CAROLINA STATE ROAD JOHN L. PIERCE, CERTIFY 1 AT THIS PLAT WAS \ II I JOHN L. PIERCE - SURVEYING
DRAWN UNDER MY SUPERVIyON FROM AN ACTUAL SURVEY 1 1 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN \ 1 / "HE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A PHONE: [phone] DATE: SEPTEMBER 16, 1998
HEREON); THAT THE BOUNDARIES NOT SUR uAFd P 3 LANDSCAPE DESIGNPROVIDFD BY SCALE: 1 " = 30' F.B. 411 , PG. 1
" Fu,; �i SPECAL FLOOD HAZARD AREA (" SFHA" ) AS DEFINED BY THE FEDERAL
CLEARLY INDICATED; THAT ME RATIO OF, lstgpq o, JOB #984338 FILE NAME: CVS1 B
'
�j / EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN JACKSONS LAWN hLANOSCAPING, INC.
AS CALCULATED IS 1: 15.000+ WITN S Fc 1904 GUM BRANCH ROAD
3 ORIGINAL SIGNATURE, REGSIRATION NjOND ••ti2'Y ZONE(S) C OF THE FLOOD INSURANCE RATE MAP JACKSONVILLE, NC 28540 30 15 0 30 60 90
THIS DAY OF ;I✓ 19.V. ;Q < � _ IDENTIFIED AS COMMUNITY PANEL No. 370340-0468D PHONE: [phone]
SEAL =_ BEARING AN EFFECTIVE DATE OF NOVEMBER 4. 1992
REF: PORTION OF M.B.33 P. 104 SL. J-132 :•� L-2596 Q SCALE IN FEET
PORTION OF D.B.1033 P.860 7OFiR-CST L-Z5TS� ✓•y� su
SHEET 4 OF 5
NCDOT PROJECT 6.2610039 ` s REVISED: JANUARY 7, 1999
r
A �

_
I I ULTRAWOET RESISTANT (BLACK() MOM
FABRIC OR ECANA ENT SECURED TO MIRE
12 GAUGE 4•X4' OR 2'x4' MELDED WIRE HOOKED ONTO WITH METAL CUPS OR MIRE AT Y OFT
PREFORMED CHANNELS ON METAL ROM OR FASTENED CENTER
TO CEDAR OR MOOD POSTS MTN NO. 8 STAPLES.
_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAXIMUM SEDIMENT STORAGE LVM_ REMOVE
SEDIMENT HIS LEVEL is REACHED
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OR AS DIRECTED BY CONSERVATION INSPE
CTOR.
II
CONSTANT POND ELEV.=27.18
I / / (3,800 S.F. - 30' x126.69' ) � /d
S 02' 30' 09" W 310.81
I / / ---- -- ------ -3e ----- ------ --------------------- /
// // -- SEED SIDE 5_OPES ACCORDING TO SEEDING SCHEDULE j
/ �-- -------- ------- -z^9-- ---- - - - - ----------------- /
Wr - - ------ - ----- - --=_=-_- -- �-------------------------- -�
i � --------------- -28 - -- --- -- - - --------------- -�
/ I �� :------------ -----.---_.--:------.------- ---_ - --- -----------��
VEGATATIVE SHELF (6: 1 SLOPE).'. I H
BEGIN ELEV.=27.18 I -1 DESIGN ELEV.=28.28
m 4 87S.F.) / -
// 'END ELEV. _25.51 . _. _ ' '� �.•i�. - - -
/ / I FI. . . . .
iT iii'Zt-LJ'�LJ�L ii-i iitiili•�j•-S�Liiiill•1Jj�=s }f_ S1-L I •S1-iil-i itllJ�i1�•�• r_
/ I I I I _-_- _-_-_-_-_ _ ---_-_ '2cJ-_-_ _ -_-_-_-
' ELEV.=27.18 �. ------ ------- ---- - - - ----- 4� - --- I w I• 'I - _ -� �• I I -
(SEE DETAIL) I �T.'.'.'.'�..'I �-- - _---------- - -- -------23---- i i.'. -NATURAL GRADE
- I FORBAY �'. •'I I I s'
f -P, BOTTOM ELEVATION = 22.18 1111
L '� I - L'.'.'•'] I I I I' I' " CARRY APPROXIMATELY 12• OF FABRIC INTO TRENCH,
23--------- ------- -- - ----- - --� I I ' BOTTOM = 23.18 I f. 1 I -�-I ----- C -- - -� l -aDwH WITH sat AND rA1W eAaaTLL
1 '.I II --- ¢----- ------- ------ ---------� IlLrl m �'.'I �-------� Ir ,r, .••'•�.I ' I I I 800 III _CARRY e' OF MIRE INTO TRENCH.
NV. CM ' .�___-25- - ---_-_------------------- - w1 • I'L= -� l ' I I 7 uNNuu
27.14 63 LF OF 18 P . rrS� -:---. H
_ . .
I H• • - fTrr TZ[TT-.T•T.-rrf Tri Tr1T-.T� -rrf Tr�T�--1T-.T-fT•- ' QI..'�-T.'rrf TT 7TT'�T i . I : :�
METAL TER OR 4•X4' TREATED WOOD POSTS AT 10'
�.�il OFF CENTER MAXIMUM. CEDAR AND MOOD POSTS SHOULD
...... ••• '• ••• '•'•'• LL BES DEEP IIEIIINIM.
��. z 1 ' 10' VEGATATIVE SHELF (6: 1 SLOPE)'.'.'.'.'.'.'-'-'•'-'•'-' ''.I _ _• RIP-RAP OUTLET PROTECTION
L .BEGIN ELEV.=27.18 (SEE DETAIL) �L
PROP. END ELEV. 25.51 r
JUNCTION '-
- - - SILT FENCE DETAIL
Box I I �-------------�7?��----------------------------- --- ---------- I
I 1
I I L�- --- ----3e- ------------ --- ---- ---------- - -- ---- ----------- �J I I NOT TO SCALE
�---- ------ ---29------------ ------- - ---------- - - =� - --- ---------- -J
I SEED SIDE SLOPES ACCORDING TO SEEDING SCHEDULE v ------ -
L---- - --- -----�6------ --------- --- --- --- - -
20 LF OF 18" EXISTING ROAD
98 L.F. OF 15" RCP 0 0.3% GRAEE RCP O 0.3% - - - -
_ _ - - - - _ C.B.
C.B. - TOP=34.0 4
I p TOP=31.5 - -
NV.=28.06
M INV.=28.55
DETENTION POND DETAIL SEEDING SCHEDULE
'T
I �UZI
POND DATA: RAW RAW
w SCALE: 1 = 10' i1/z' MESH HARDWARE CLOTH - - SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR
BOTTOM POND ELEVATION - 22.18 TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED
CONSTANT POND ELEVATION - 27.18 UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND
M POND SURFACE AREA - 3,800 S.F. (30' x126.69' ) ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK 50' MIN.
1" RAINFALL DESIGN ELEVATION - 28.28 NOTE: ANCHOR
- WHERE SLOPES EXCEED 4%
N 1" RAINFALL DESIGN SURFACE AREA- 4,878 S.F. THERE ARE NO WETLANDS ON SITE. ,. I LENGTH
j� LATITUDE: 34' 31' 32" N MATERIAL APPLICATION RATE
OC
LONGITUDE: 77' 26' 04" W LIME 2 TONS/ACRE CONSTRUCTION _$ � 20% SUPERPHOSPHATE 600 POUNDS/ACRE ENTRANCE
- -�T FERTILIZER (10-10-10) 1000 POUNDS/ACRE PROFILE +�I
FOREBAY VOL. = 1.226 = 21%
I- I APRIL-JULY 1I 2;MIN'
o �. e' x 16' FESCUE, KY-31 50 POUNDS/ACRE
$ TOTAL STORAGE 5,840 '� CONCRETE BLOCK BERMUDA (HULLED) 10 POUNDS/ACRE (SEE NOTE)
-----� I JANUARY-MARCH PLAN VIEW
NOTCH RISER AT ELEV 28.28 FESCUE, KY-31 50 POUNDS/ACRE
f BERMUDA (UNHULLED) 20 POUNDS/ACRE
TRASH RACY ,WITH RISER W/ ENCLOSED BOTTOM ANTI-SEEP COLLAR RYE (GRAIN) 25 POUNDS/ACRE
m M.t REBAR (4"O.GE.W.) (SEE DETAIL) - Construction Specifications
10'VEGATATIVE SHELF _ -�- CATCH SEPTEMBER-NOVEMBER
EL-27.18 6,1 cri 1.3 _ BASIN FESCUE, KY-31 50 POUNDS/OGRE 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1" ) or AASHTO
A designation M43, size No. 2 ( 2-1/2" to 1-1/2" ). Use
EL-z5s1 z ELE+. 2a.z8 - -- TO OUTFALL DITCH �~ - A MULCH 2 TGNS/ACRE: crushed stone.
_-- ELE'+ 2718 24, is' C.M.P INV. ELEV.- 27.14 - 2. Length - As effective, but not less than 50 feet.
- - - - - - - - - - - - - ' - 3. Thickness Not less than six 6 Inches.
PERMANENT POND CARP -- ASPHALT TACK 300 GALLONS/ACRE - )
--- -- - 4. Width - Not less than full width of all points of
_ _Is FoaeeAY - - _ NOTE: OWNER MAY VARY SEEDING TO COMFORM TO LANDSCAPING REQUIREMENTS ingress or egress. Minimum of 12' .
_ - AREA q^ -. 4 c -- - _ /5 WASHED STONE 5. Washing - When necessary, wheels shall be cleaned to
1 - __ _ iO 1.5' SEPARATION 6'PVC PIPE ANTI-FLOAT BLOCK PLA[! remove sediment prior to entrance onto public right-of-
AP (40 CU. FT. CONCRETE) - way. When washing is required, it shall be done on an
1 HOLE DRILLED
ELF 2218 - IN CAPPED END ha ARE CLOTH area stabilized With Crushed stone which drains into On
- (W/HARDWARE approved sediment trap or sediment basin. All sediment
- ❑ ❑❑ ❑❑ ❑❑ ❑ shall be prevented from entering any storm drain, ditch,
- or watercourse through use of sandbags, gravel, boards
STONE
6. Maintenance - The entrance shall be maintained in a
I -- -- - -- - .� or other approved methods.
_ - �s WASHED .� �❑ ❑❑ �❑ ❑❑ condition which will prevent tracking or flowing of
BOTTOM EL-23.18 DETENTION POND DETAIL - DEPTH VARIES --- sediment onto public rights-of-way. This may require
cnrcH BASIN periodic top dressing with additional stone as conditions
11 demand and repair and/or cleanout of any measures used to
NOT TO SCALE - - - - - - - trap sediment. All sediment, spilled, dropped. washed or
'I - J tracked onto public rights-of-way must be removed
- - - SEC- n n - - - immediately.
I '
DOUBLE CONCRE-T-EB O K FILTER AROUND CATCH BASIN (D-61
OMYMAW BHI05. INC. CATCH sASN f
STABILIZED CONSTRUCTION ENTRANCE (D-5)
FAAMf !GG1E W BN 20D0
_TW G CURB NOT TO SCALE
e w iv T r' 2' ------------�
' I 1" BITUMINOUS _
�- PAVEMENT
b' 2' 2" e' IHIIKx 8• 4• a (TYPE 1-1)
3' 0- r- NOTES: 5 1' -6"
d 12' 1 1/2" BINDER -` j2" RAD 6' -6'
1/2' RAD.
1
1. La IS THE LENGTH OF THE N
RIPRAP APRON.
• ♦• O _- 2. d= E TIMES THE MAX STONE 3" RAD.
DIAMETER BUT NOT LESS THAT 1/8" RAD. 3' RAD.
° 1 • 2500# CONC. 4" a 0 •• 7 f 0 7G w �1/b' RAD.
•° •°a 4 ° 4 ,°a • 8„ - ;,. - 3. IN A EXTEND THEDEFINED APRON UP THE CHANNEL 1 1 1 2'
CHANNEL BANKS TO AN
4' 8' _ - - - - - ELEVATION OF 6" ABOVE THE f 10 4d C _ a
FOOTING m TY.- ,�!-�_ PAVEMENT & SIDEWALK DETAIL I _ HEIGHT OF THE TOP OF THE STORM DRAIN • °
_ OR TO THE TOP OF BANK, WHICHEVER IS ° • 4 2' -0- °
LESS. 2' -0"
NO SCALE ~ " --..r- 4. A FILTER BLANKET OR FILTER
FABRIC SHOUILD BE INSTALLED
TYPICAL CURB INI FT BETWEEN THE RIPRAP AND 24" CONCRETE CURB k GUTTER
CH BIN 2000 SOIL FOUNDATION. FALL OUT 24" CONCRETE CURB k GUTTER
NOT TO SCALE I NOT TO SCALE NOT TO SCALE
11 6 La
/ 1 - 7.5' (AT ALL LOCAlIGRS)
DEMEY BROS "' 14 x M' 5/e' GALANIZEo-' DETAIL SHEET
DROP INLET SH-W2 STEEL DOWELS- + SHOWING
24' LONG
PIPE ID VARIER _ CVS PHARMACY
BRICK- CONC GROUT �- STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED FOR
w nu-
0% GR - o
• ` a I II ZP N0. ED B LLC
., ( PREPARED BY
�- -
_ JOHN L. PIERCE SURVEYING
b ��C -SUS
• ° :ouc - - -?� ¢_SE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
= SECTION AA - L
4 8• 3' 0" s } e' e' = T E2u t ` PHONE: [phone] DATE: SEPTEMBER 16, 1998
;9 �• SCALE: AS NOTED F.B. 411 , PG. 1
D, 4 4' 0" 4 FILTER BLANKET F OINSE r, 2S JOB #984338 FILE NAME: CVS2
= 5' o"
PARKING BUMPER DETAIL RIPRAFOUTLET PROTECTION DETAIL (D- 10) F`"CKE
TYPICAL DROP INLET NOT TO SCALE )R PIPES OR FLUMES/WELL DEFINED CHANNEL
SHEET 5 OF 5
NOT TO $CA E
NO SCALE REVISED: JANUARY 7, 1999