SW8940805_APPROVED PLANS_20150623

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 0WA05
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Lo\5yQ 23
YYYYMMDD

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cbmmu ' in,iagtructure consultants
8 I I 909 MARKET STREET
8
WILMINGTON,INC 28401
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PROPOSED
FiR ,6.0' MAINTENANCE /-EXISTING �SF L
R r I G AtEL
BUILDING '
a g ( 117' FIFE 38.00
s� f 24.2' EXISTING - - - - - - - - - - - - - - - - PROFESSIONAL SEAL
88 �--n.T STORM 30.0' j �J EXISTING PROPERTY LINE (APPROX.)
i 5 SEWER l
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�..---- I DETENTION
i I 260.5 J 5.3'' 260.5 20.0' BASINS
34.0' 34.0'
EXISTING i' PROPOSED - - - - -
1 l PR
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STORM ' �, EXISTING
SE OVER '� � 25.T SIDEWALK
J i W ti ",--EXISTING 75.8' 8.0,
z f 40.0'
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z DETENTION
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� \ DETENTION
BASINS
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` R=20 30.0' R-20 R-� = 30.0'
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APPROVED
Ni��H1tiAY 17 N IN 7RTN CAR MLENTCOMMI COMMISSION cl F-
MANAGE °C p °' -
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NOTES: LEGEND o
1. THERE ARE NO WETLAND IMPACTS WITH THIS PROJECT. O w
EXISTING ROADS rywyk)ANPROPOSED ROADS O w d w
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EXISTING BLDGS. FUTURE BLDGS. Z U = z
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EXISTING SIDEWALKS FUTURE SIDEWALKS Zcc
0�
EXISTING OTHER MATERIAL - --- - STORMWATER FEATURE
Q
PROJ. MGR.: DF
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PROPOSED BLDGS. (APPROX.) DRAWN BY: RAB
PROJ. DATE: MAY 2015
PROPOSED CONCRETE ���, V �C/� Q DRAWING NUMBER:
ECEIVE Z 1 OF Z
WKD PROJ. NO.:
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PROJ. MGR.: DF
PROPERTY LINE DESIGN BY: RAB
6"AGGREGATE PROPOSED BLDCS. (APPROX.) DRAWN BY: RAB
BASE COURSE �� PROJ. DATE: MAY 2015
PROPOSED ROAD
PROPOSED CONCRETE \ EXISTING CONTOUR DRAWING NUMBER:
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SEWER BUILDING
30.0'
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/ DETENTION
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CURRENT ROADS FUTURE ROADS O il.i LLi
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CURRENT OTHER FUTURE OFFSITE ROADS PROJ. MGR.: DF
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PROPERTY LINE DRAWING NUMBER:
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(APPROX.) Z
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PROPOSED CONCRETE
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i
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OWNER:
ROCK CHECK DAM
ANDREWS
� p
JOB NORM
_ MORTUARY
4
3
H AM PSTEAD
i CHAPEL
� I , I SITE WORK
SILT FENCE DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
(910) 762-4200
PK NAIL
N 708,00 \ �
E PK NAIL ELEV.EV, 40,40.28
N 90000 I J s PRELIMINARY DRAWING
E 1258.50 �.
DO NOT USE FOR CONSTRUCTION
RECORDATION, CONVEYANCES, OR SALES
I 0 -
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FE 10"
ES s o•!/,y�,.,�
o Nti
EXISTING SEA LAWN CEMETARY L _S
t
w 10357
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Fv
z
aK PK NAIL s
00 N 608.00
/ oo E 1000,00 DRAWN BY: DED
/ ED BY.CHECK DED
DATE: 7/11/1994
SCALE: 1" = 50 FT
-- --- - ---- - — REVISIONS
NO. DATE DESCRIPTION BY
US HIGHWAY 17
EROSION CONTROL_ NOTES AP ,0V7
R -NTAL
SEQUENCE OF CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES 1 . EROSION CONTROL MEASURES SHALL BE CONS-RUCTED IN
2. CONSTRUCT STORM DRAINAGE OUTFALL AND FABRIC FORMED CONCRETE ACCORDANCE WITH THE PRACTICE STANDARDS AND SPECIFICATIONS 5 sws9god05
OUTLET PROTECTION OF THE "EROSION SEDIMENT CONTROL PLANNING AND DESIGN
3. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING MANUAL' REFERENCED BELOW- COPIES OF THESE PRACTICE
4, PROVIDE INLET PROTECTION AT ALL DRAINAGE STRUCTURES UNTIL SI'E IS PAVED STANDARDS AND SPECF!CATIONS ARE ATTACHED TO THIS P—AN
5- UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREV-N- AND SHALL BE CONSIDERED APART OF TILTS PLAN.
SFDIMENT FROM LEAVING PROJECT LIMITS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT — 6.06
6. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY TEMPORARY SEEDING — 6-10 SHEET TITLE
STOCKPILES AND BACKS'LOPES T-MPOP,ARY D VERSIONS — 6.20
7. CONSTRUCT PAVEMENT STRUCTURES IN ACCORDANCE WITH FINAL LAYOUT FABRIC DROP IN' f RG—ECTION — 6.51 � EROSION CONTROL
E
AND PAVING PLANS SEDIMENT FENCE (SIC FNCE) — 6.62 'R� r
8. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING ROCK CAM CI-tCK DAV — 6.63 SITE ! L� N
SURFACES U° -0 FINAL GRADES SEEDING & MULCHING - TABLE 6.11p
9. CONTRACTOR STALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS
ANY AREAS OJTSIDE THE PROJECT (TWITS THAT MAY INADVERTENTLY BE 2. FABRIC FORMED CONCRETE SHALL BE 5-INCH THICK. IN LIEU OF U
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES FA3RIC FORVED CONCRETE, CONTRACTOR MAY USE NCDOT CLASS 2
10. AFTER SiTE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY RIPRAP 2 FEET THICK. THE RIPRAP SHALL BE PLACED OVER 6-INCHES AUG 4 1994
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY OF NCDOT CLASS A EROSION STONE. D E M SHEET NO.
THE LAND QUALITY SECTION OF THE NORTH CARO': INA DEPARTMENT OF �R�J SWS a4O$O�!
ENVIRONMENT, HEALTH AND NATURAL RESOURCES.
11 , REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
BY THE LAND QUALITY SECTION OF THE NOR1H CAROLINA DEPARTMENT OF c I
ENVIRONMENT, HEALTH AND NATURAL RESOURCES.
PROJECT NO. 9415.00
1

OWNER:
I
PIPE END,"`1E = 34.50 \ -
FABRIC FORMED A N D R E W S
CONCRETE - 25 SY
362.52
N
REMOVE STATUE CATCH BASIN 126`96 M O R T U A R Y
I T/G = 39.70 •
E = 35.00
N 420.74 LF
E 1252.73 38 6
E 1268.50
o .> X�
20 FT ACCESS ROAD RO O40 40 .r SOB NORr I '
/ PAVEMENT: 2" 1-1 OVER 6" ABC 'a E '25850 ! Z
OVER COMPACTED SUBBASE
40 � (INCLUDED IN 31100 SY) 110 LF - 1 " HDPE PIPE
Z 4'
Y Q PROJECT:
" � � � �•� CATCH BASIN
T/G = 39.60 PROTECT DRAIN FTE_D IF = 38.25
Q N 531.92 �q E 1278.08 P A
4�. N 223.5 E 1258.50 N 463 45 ,I - H /A A M 1 S T E / A D
- E 589.6 P
E 1218,50,
JJ
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MORTUARY SITEWORK NOTES : =ROPosED UNDERCUT ARE
APPROX, 4 DEEP
cp "560 CYSj j
x � ING \CA E�-� A� PY \ v = RRASCN, RLS AND PROVIDED BY OWNER. oN0 I]AWSON ENGINEERING
2, x NC VCP R L \ CARRASCN, RLS AND PROVIDED BY OWNER. eo °
7. C R BJ�_EIA'
I NEW 1,000 Gay. sEPr!cE � ' � Engineering Planning Surveying
4. s'tis � _V yG`CN _T-NSA 7_-A ITS SD-� c- & SD-9.C4. PROTECT FROM TANK (WITH NO BAFFLE) 'o PROPOSED BUILDING
T \ _ v _ �C,� R S E _ISHED. 3177 WRIGHTSVILLE AVENUE
�S T -_Y NE CCn GATED EXTERIOR/SMOOTH WILMINGTON, N.C. 28403
r
C. o - (910) 762-4200
V c 445- �C ,'29z �E S WITH ^;A -RTIGH' JOINTS. JOINTS SHALL o FFE 4Q.75
B wAT RT10 SLEEVES AS �. 4. t 4V
o A'TL BE PERFORATED O-RIN _
�RDRA.N P ' E S� RFORATED HIGH DENSITY POLYETF YLEVE CORRUGATED EXTERIOR QQ, ,
6. U DE
IP- CON -RV tic C A� TC V252 \V SV , IN FRICH ANC SHALL BE WRAPPED WITH z oa` PRELIMINARY DRAWING
A KN' -EK c K:. NHS S- ' -- ;�. RJC 'T_ C SOIL-TIGHT COUPLING BANDS z a
��A '_ �� R N AS \_ CC ON E L SECTION CF PIPE. F 10 zap DO NOT USE FOR CONSTRUCTION
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° RECORDATION, CONVEYANCES, OR SALES
TC ',` -. G C-P 4' sp
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PROVIDE AN A'-TERNATE PRICE CR ' r MAIN. ry
D Y RINDcR P M \G STATION AND FORCE
SEWER S=RVO= __EA\O TS S A'✓` AS- Y_ L-SES & -R CITY OF WILMINGTON' STANDARD _
_ _ ^ !'= , \�`• PIPE END, IE = 34.50
R C,� - - 5 F WIDE 5 THICK
-,-
A D _ - . .. ...,. _
OWNER , C - & c _ S c. - FABRIC FORMED
- CONCRETE SIDEWALK - �_ wEST A„E Or COLS.
9. ES 0\S `' SRC „ � '�G ti N-VC - �STIC J1�AT�R `_JPPLY WELL. E 1097. 66 1 .- F ___ -. E ..,,OG.OG CONCRETE - 25 BY._ -
S R J�
0. 4co-A',_- Av N T . - R o' A^ ( . GGVER COMPACTED SUBGRADE. 40 0 5• - ac.as -- N -11 1.4340 ull�lll/
K'-P T% `L T . <, S.. = __ FG R CATCH BASN c'o _. 40 1 E ____ \����N CAR/ ��/i
_ A'`JY P`t`AS 3 \C. �...'r - - \ ,_ _ -c 3 _ - 'LACING A.B.C. G ' o -i �9 0 _. �t�
G - 75
AMP
i
T s -a
� '�SSI� /
� + T_ T -_ T= \ C = _ATEST EDITION OF THE Gac� Sao c4ozs :'E o y
AL_ AVI�NG ��: ". _ _ ,� IE = ',36,36 0 .zs ..... s - _. zs 8 FT_ WIDE 5' THICK CONCRETE SIDEWALK W' ti 12 _.... Fs _..... :'QQ-� E
i
NCDCT „ETA\ter-.,H'.5 S��GIFICA �CNS t i; =,'`Jv S .'Ru� < z `'- EIto77�5� Fc...ao:�s .cn-�pt�-� -rk+lCK, -URNED DOWN EDGE FOR WHEEL STOF (141 SY 40:1J..._ _- ____.- .__..__ - _ C C
^ SEAL
E 1076969� 'S 39 65 _.- E 1081.00 - 96`' 10357 '
110
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2 SP �,
= C� 10 FT 10' �� 10' - _-....._ ._-_.._ /��/
FT
6
a
6 v
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F N 396.27 HOp RAMP
PAV MENT 2' I 1 OVER 6' ABC OVER N
a �x� E 1074_00 P p7p MPAC ED SUBBASr (3 OO SY)
o , 4 �cp ,R E 1 G52 oo F .� E 1052 00 z
in Q`¢ CATCH BASIN N 359,60 70 LF - 18' HDPE PIPE r CATCH BASIN
DRAWN BY: DIED
4i p E 1052.c0 tO
e T/G = 39.35 a . T/c = 39.35 CHECKED BY: DIED
IF = 35.70 `` a A IF = 35.00 z
a ah wl N 255_Go DATE: 7/11/1994
c
o E 10-2.G0
z aG 0 ,05° SCALE: 1" = 20 FT
o E 1032 96 T o 9 SP CES LSD O F T - ,�
N 392-45 -
F
102500
CATCH BASIN z Gco^ I aN REVISIONS
E
- -
z
T/G = 39.50 N� E 1 1ozo.00 �i„�
'. IF = 37.00 R-VOVr EXIS1!•hG COLUMNS 4C CATCH BASIN NO. DATE DESCRIPTION BY
N 452.70 �'.. T/G .
E 1018.97 1 M v = 3940
-_..
M
1 IF = 35.40 r
� D
N 290.50
t
N 463.45 z z z N 379.45 E 101L00 N 306.34 z z N 222.34 _
E 1000.00 E 1, 00 E 1000.0G E 1000.00 E ip00A0 E 100D.00
40
SH` E T LE
_ -- - -- - - - MORTUARY
SITEPLAN
SHEET NO.
C - 2
PROJECT NO. 9415.00

OWNER:
PIPE END, IE = 36.00 _-
FABRIC FORMED
ANDREWS
CONCRETE - 25 SY
N 804-00
E 1520.66 _
_ .. -- ,\
_ P
r i MORTUARY
MANHOLE
F ROCK CHECK pA
'`''�..._�--•�" vc 40.04 20 LcFc 39,g6 c RIM - 40:15 \,, ..'.
MANHOLE F=ate 1e HDPE '!PE j FG 39e3 40oq q IE = 35.52 - -
RIM = 40.15 Lf HOPE PIPE 5a LF
o r
_ 15" 15" H0o N 715.85
IS = 36.37 e E 737 90 pG a0,04 FG 39' 6 FG 4004 "• E ala 158 . �"'��..
N 892.15
.,, . JOB NORTH
IE 35.59 _ _ E 1587.37 _ _ .. IF 33 86
N J3.C3 CATCH BASIN E 1582.25 � " E 1582.25 -!
"`w, / rt1 576 LF - 6" PERF HDPE PIPE ® 0,37
F 'S82 25; .
50 FT RADIUS \ IE = 36.1D 30 FT RADIUS
N 804.00 ko,yh
T
�1599.00 � � �' tp =off
PROJECT;
N B50 DIDN 758.00 °i w
„ +E 1549.00 +E 1549,00 z
c
4 J HAMPSTEAD
m
� -40.50- � � � _ _
40,75 aG 75 11
CHAPEL
SITE WORK
>�`L _
IF 35.29 `(' '- IF 33.50
N 176 \ E 1470.25 �j E 147 D.25 IE 33.5
1
470.2525 58 '.F - 6" PORE HDPE PIPE ® 0.37
CATCH BASIN
M `
T/G = 39.70
( IS ( 36.81 "
N 900.00 z
_. E 1438.50
� o I
CATCH BASIN DAWSON ENGINEERING
d "" f
4U r
CATCH BASIN T/G = 39.7o Engineering Planning Surveying
N _ `
37.
T/G = 39.50 N o a 708 020 d 3177 WRGH TSVLLE AVENUE
IE = 37.40 I T/S 40.3 1 E 1438.50 e `
N oze.43 / \ z WILMINGTON, N.C. 28403
E '36825 J (910) 762-4200
m a
" \
42 LF IF 3310 PRELIMINARY DRAWING
-.,-- - "',• 6" HDPE PIPE ® 03% CONNECT TO EXISTING MANHOLE DO NOT USE FOR CONSTRUCTION
J
E 3 r ``` n LF - 6" HDPE PIPE ® a.37 RECORDATION, CONVEYANCES, OR SALES
N 73 B6 _ _ -15' ID p - - �' E 137p.00 >�4p 58<LF - 6" PERF, HDPE PIPE 0 0-37 E 1370.00 IF 33.26
lb
i
.... MANHOLE 40.50� �
T/G = 40.00
E = 37.02 20 FT ACCESS ROAD I 1I1111111q/
N 900.CO PAVEMENT 2 1 OVER 6" ABC C,[{ROI/4���
E 1358.25 / OVER COMPACTED SUBBASE ` ,' \�I - �� Q�.•'.ESSI•
(",835 SY) .� pf ON••. i
�7Ds° SEAL
10357
'ENCINEE� ��•
�h -s
DRAWN BY: DED
4075FG aQ FC 4075 --
4,
CHECKED BY: DED
PG Ao s4 `G 4, o DATE: 7/11/1994
;e\n ao7sY G Fc ao7s .r °0 Fc 4075 SCALE: 1" = 30 FT
PK NAIL
gyp° \ CRT(
P_MovE Ex,snNc PAE:VENT- N 708.00 r \.� Tic
RLPLACE WITIn 2" I-1 AND 6" E 1258.50 P IE- REVISIONS
ABC OVER COMPACTED SUBGRADE GS
PK NAIL (716 BY) ELEV. 40.28 NO. DATE DESCRIPTION BY
E '02058050 nvc_r EDGE
CEMETARY ACCESS ROAD NOTES:
1 . EXISTING BOUNDARY DATA PREPARED BY JC-'.IA - C. GARRASON, RI_S AND PROVIDED BY OWNER.
2. EXISTING TOPOGRAPHY DATA PREPARED BY _ _I-',, v!E C. GAR:RASON, RLS AND PROVIDED BY OWN_R.
3. MANHOLES SHALL BE 4 FT DIAMETER PRECAS- _CNCRETE WITH CAST ;RON FRAME AND COVER.
4. CATCH BASINS PER CITY OF WILNJNGTON STA'•C=RC DETAILS SD-9.03 & SD-9.04. PROTECT FROM
SILT & SEDIMENT WITH SILT FENCING FIN- _ _ \AL COVER IS ESTABLISHED, S-EET -ITLE
5. STORM DRAINAGE PIPE SHALL BE HIGH DENS Y �O_YETILI CORRUGATED EXTERIOR/SMOOTH ��
IX-ERIOR PIPE CONFORMING TO AASHTG T 2�' TYPE S WITH WA ERGHT JOINTS. JO'NTS SHALL
3- WATERTIGHT SLEEVES WITI 0-RING �-C -S.
6. JNDERDRAIN PIPE SHA;-L BE PERFORATED _NSI H TY POLYETHHYLENE CORRUGATED EXTERIOR � � �� � � /�
A
PIPE CONFORMING TO AASHTO M252 WIT- SVOO . INTERIOR AND SHALL BE WRAPPED WITH
A KNITTED POLYESTER SOCK. JOINTS S­L- '-iF CONTRUCTED OF SOIL-TIGHT COUPLING BANDS
WHICH SHALL COVER ATLEAST ONE FUL- 'C= _�JGAUON ON EACH SECT;ON OF PIPE.
7, ASPHALT PAVING SHALL BE CONSTRUCTED C= -1, OVER 6" A.B.C. OVER COMPACTED SUBGRADE.
PRIOR TO PLACING A.B.C. SUBGRADE SF _L -3E PROOF ROLLED. SHEET NO.
ANY AREAS FAILING PROOF ROLLING SHP-_ H REPAIRED BEFORE PLACING A.B.C.
ALL PAVING WORK SHALL MEET THE A.==_C=-_E SFCTIONS OF THE LATEST EDITION OF THE ^
NCDOT "STANDARD SPECIFICATIONS FOR =O= 'S AND STRUCTURES". t/v`
PROJECT NO. 9415.00

OWNER:
�Z TM
AN DREWS
MORTUARY
°'. TOTAL PROPERTY AREA = 17 . 07 ACRES
1 ;
L �
f F ,. ,• ^^-^^.1' .. ^-^^s, ter-^ v Y
,Q
PROJECT:
Ii
r` \ IMPERVIOUS AREA ANALYSIS H AM P STEAD
• EXISTING ROADS & SIDEWALKS = 19,193 SF
EXISTING BUILDING = 710 SF
EXISTING MAUSOLEUMS = 432 SF CHAPEL
SITE WORK
EXISTING IMPERVIOUS SURFACES = 20,335 SF
11 IT
r � NEW ASPHALT PAVING = 44,348 SF
NEW BUILDING FOOTPRINT = 5,635 SF
EXISTING MAUSOLEUMS = 432 SF F,. ; NEW SIDEWALK = 1,368 SF
NEW IMPERVIOUS SURFACES = 51,351 SF
ElI TOTAL IMPETOTAL PROPERTY VIOUS FAREA = 743,730 SF
y, \ PERCENT IMPERVIOUS = 9.64 %
DAWSON ENGINEERING
Engineering Planning Sur
veying
_ 3177 WRIGHTSVILLE AVENUE
ti § WILMINGTON, N.C. 28403
(910) 762-4200
NEW ASPH%CT = 44, 48 SF s NEW BUILDING FOOTPRINT = 5,635 SF
PRELIMINARY DRAWING
DO NOT USE FOR CONSTRUCTION
RECORDATION, CONVEYANCES, OR SALES
i
:
EXISTING BUILDING = 710 SF
FIR4'GSE➢ BUILDING
I
0
t
$ � y
O �9
EXISTING SEA sL13 13
S
— —10357
i
LAWN CEMETARY m.
9
NEW SIDEWALK = 1,368 SF \ E ' OP````,
EXISTING ROADS & S'DEWA_KS = 19,193 SF ' —
(INCLUDING AREA TO BE RESURFACED)
DRAWN BY: DIED
b
ED BY.
— —
CHECK DED
14,
k DATE: 7/11/1994
SCALE: 1" = 50 FT
- -- -- �- -- -- - - - - REVISIONS
NO. DATE DESCRIPTION BY
US HIGH AAY 17
SHEET TITLE
STORMWATER
PERMITTING PLAN
SHEET NO.
C 4
PROJECT NO. 9415.00

I
L2141 a Pt. = 156 Po' I
TL = 5rr, DRAINAGE WORRSHEET
,¢rca h1 ails t ,? D n Andrews Mortuary,
I= 7 '%/rS Hampstead Chapel
G=0.95 '�
Q= 7,45tfs 8/4 R
"� �"L,.._-J� 5= O.o r •-."'•- •�__. . �`' �� AUG 0 4 1994 DATE: � 4-
/ Lem 1 4, -4ao -to• D E M DAWSON ENGINEERING
o+. = 4.sPt. PROD 3177 Wrightsville Ave.
� 7 6_ Wilmington, N.C. 28402``
g a = l,7 <cres 1/ISfU(��GI (910) 762 - 4200
I.6.=3s.3 e: _ ;/Ar
' ( 'rp. aK 1. =39. 75 L = .95 4req =
\ 14c4 u/>le. leael = 38I1 Q= il.4c S
O s e^ ./o
Grt/C. Use. l9' FipPrZ p�/e•
z17 oK D�+f� VeI=5. 3
F/S
M e,V 3s00. \ (.use ClosS .� RIA 2-f
L fo e
Ai{, I„ajEr to.al=37,�p
A.o}v wW n64- rise ow^ •;CT;\;r 9LT FENCE
oP 6ie.t�y •. �....:. y
R \
Ge+9�4 10 P}. = f.
;.
....,�� - 1,3 acro
PK NAIL \`\
N 708.00 \ \\ \ I= 7
125 .50 \ �\ \` I I ! \ `� G= 0,9'
EL S : o= �
\ ` \� GL= 8, 13 cfs GAIQJ t JrQ
LeJyfo, +. Pt. = 3o0 f-r.
hei9{ir b h�t = 3f4. I I I U5e ISO YDPE p%
rc = 5 Ge�yJ1 i, AP.
/}rca ' O. W hr+yhl. M P4.+= F,s f+
S = 7 „A hey"lt IdP1.=3-A, r�
. . Ar = 1, L 0-5G= 0. 3 ... r ,
-7 014r
j Q= 1,87 cfSDs-
5c0:Ors - X= 711hr
i
jUse 15 " ROPE P•/e k = 1,3 2 U rrs n \� s= o.00s
1/sc z 4" YD PE p pe
l{st IZ"
O He L lk
Gloss Jl P4,P lZ.Io
LA N CEMETARY c> 41h to P+, =350AI, !
;i S= 7 M/Ar\\ t,94 _
G =O, 3 heryh fe pi.= z S
;
,trc,r= e:14 .cros
PK NAIL S= O,OI 1 S= 7 "Ar
N sO8:o0 i Use. 15
E 1000.00 �` !1= K'PS
-......,., ... .-_,..-�.. ♦ .�"'—,gyp—�'�� .. .. .,, ,..
�K
\ 1..�•,. -.�, ... `_.._+�._....__.._.��_.._.-�...�.� �_ _ate' '> `['
_ 4
M
CEw.au.� r+ ao.ea !,S ge"aS — - T !

.y •x
._...- .... JOB
f _.._...-._...ram
1
...,--.._ .._ -. .. —_..._....._�._.
.. __ �_.._._ ...._........
.--.._. ......
a.
�f�a = �.e 4Lf•s •� ,�
+ \ = 7
i
G = O 4 iE 3<"..27 ii ❑ !E 32.E9
>/ 1! ii
\ Q 7,84 =fs 2a' Rom? 24' t!!?
�5 = O:Oos ! :E 31.95 I! ;; .E 32.25
Use is pPE pve—
µVID = 1.2
Lrr9lfi ra Pt. = 175fr, e„� ro P+. =3zsf, e �. Pi,=zap f+. 8w= 1, 8 ft
= 36,10
Tc =5 �,�,
T = S .,(�, T, s,.l 70P. (rtk: 3!t4 —
8� 1 �fLR% 1 Kl /1re( =0�67.Kir
/lrea = . 1 acres 7 'VA,
4z1, Uaf.r Level = 37.9b
I = 7 :r/hr e=d 4- C f o, 4- Woler ✓:11 nod' rice ayffr s+' r/ _X;S?N ;--%jN
O' 3 /�=;5.04 eFs r 0= CI'/{= I,BBefs dop o� 9rifN .
Q=GSA = 2,31c�s S=a,00$ 5=0.005s /
0,00 ura IS"J �#DC'Oe,
(/re I5-YDPe r �.,.. - Use Is "yore mox. :''``
Pe = Lz P/° NSC Class -zr
T.,p nfk=3� 70 ` i
/}cf, W.f.r Cexd t
f
Wafer w%'I nal' ('�Se. ❑ ,l
ever 4dp o0 grate,
c 'T,;
/ PK NAIL
/ I N 708.00
P E 1258.50 DRAINAGE WORRSNEET
WIC 14AIL ELEV. 40.28
E05 I I I Access Road to
oD U ? Sea Lawn Memorial Park
,
DATE: 8 4A9
AUG 0 4 1994
n Are c{ = 5. /IlscS DAWSON ENGINEERING
k
D E (400 0It q 3177 Wrightsville Ave.
W . o�
'ROJ G D / ! Wilmington, N.C. 28402
} (910), 762 - 4200