SW8950109_Approved Plans_20010209

STORM DRAINAGE SCHEDULE STORM DRAINAGE SCHEDULE
(SYSTEM #1) (SYSTEM #2) 5' MIN
FROM INV. OUT TO INV. IN DESCRIPTION FROM INV. OUT TO INV. IN DESCRIPTION 5 5
CI 2A 21.20 CI #2 20.91 181 LF. 18" CMP @ 0.16% CI 20 23.26 CI #22 22.47 193 LF. 18" CMP @ 0.41% - 11 1 3 3 - - - - - - 1
CI #2B 21.18 CI #2 20.91 169 LF. 18" CMP @ 0.16% CI #21 23.38 CI #22 22.96 36 LF. 18" CMP @ 1.16% Notes: 1 1 �- STORAGE FOR SEDIMENTATION ti ?, ' z'
1. AS SYNTHETIC FABRIC,USE A PERVIOUS SHEET OF NYLON,POLYESTER,OR ETHYLENE YARN-EXTRA STRENGTH
CI 1 19.45 CI #2 19.41 36 LF. 18" CMP @ 0.10% CI #22 21.46 SDMH#18 20.97 327 LF 36" CMP @ 0.15% (501b/1 inch MINIMUM)-THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
CI 24 SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL. BURLAP MAY BE
CI #2 19.41 SDMH #1 19.33 152 LF. 36 CMP @ 0.05% # 22.37 CI #25 22.34 28 LF. 18 CMP @ 0.11% CENTERLINE DITCH USED FOR SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60DAYS, IF
„ >r 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. CENTERLINE DITCH
SDMH #1 19.33 SDMH #2 19.17 313 LF 36 CMP @ 0.05% CI #25 21.84 SDMH#16 21.78 91 LF. 24 CMP @ 0.07% 3. FOR STAKES,USE 2X4-INCH WOOD(PREFERRED)OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT. FILTER FABRIC
SDMH #2 19.17 SDMH #3 19.09 158 LF. 36" CMP @ 0.05% CI #26 22.51 CI #27 22.41 28 LF. 18" CMP @ 0.34% D R A V O O E D V V A L O SECTION 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT.APART,AND SECURELY DRAINAGE DITCH � � C � O (\ � CROSS SECTIGN
DRIVE THEM INTO THE GROUND,APPROXIMATELY 18 INCHES DEEP. � �I
CI #8 23.30 CI #9 23.22 28 LF. 18" CMP @ 0.28% CI 27 21.91 SDMH#16 21.76 55 LF. 24" CMP @ 0.28% NOT TO SCALE 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION,FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
„ » OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5FT ABOVE THE DROP INLET CREST. NOT TO SCALE 4' MIN.
CI #9 22.72 SDMH#16 22.11 169 LF. 24 CMP @ 0.36% SDMH#16 21.76 SDMH#17 21.68 207 LF. 24 CMP @ 0.04% 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 41NCHES
SDMH 16 22.11 SDMH #3 21.58 148 LF. 24" CMP @ 0.36% CI #28 22.48 SDMH#17 22.44 24 LF 18" CMP @ 0.18% OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL. 1.0' _
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. T1-�
SDMH #3 19.09 SDMH#18 19.01 95 LF. 42" CMP @ 0.08% SDMH#17 20.69 SDMH#18 20.63 124 LF. 36" CMP @ 0.04% r�I 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
„ r f 30' DRAIN. INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
CI #3 23.69 SDMH#18 23.63 21 LF. 18" CMP @ 0.30% CI #23 21.59 SDMH#18 21.39 39 LF. 15 CMP @ 0.50% EASEMENT DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY _ ------------------'-
# 23.68 SDMH 18 23.63 15 LF. 18" CMP @ 0.3% " BE USED FOR DIKE CONSTRUCTION. DESIGN OF SPILLWAYS
CI 4 # SDMH#18 20.13 SDMH#19 19.82 132 LF. 48 CMP © 0.09% ��� - ---_- FILTER FABRIC
SDMH 18 19.01 SDMH 4 18.73 277 LF. 42" CMP @ 0.1% SDMH 19 19.82 SDMH 20 19.51 348 LF. 48" CMP @ 0.09%
# # # # 1 -•_._ - ==A PROJECT I I DRAINAGE AREA WEIR LENGTH
CI 5 22.91 SDMH 4 21.34 105 LF. 18" CMP @ 1.5% o '- - - = EXISTING DITCH
# # Cl #29 22.06 SDMH#20 22.04 13 LF. 18 CMP @ 0.17% ---�"'�-•-. ---.� BOUNDARY I �' ; STONE SECTION (ACRES) (FT.)
SDMH 4 18.73 SDMH #5 18.55 226 LF. 48" CMP @ 0.08% SDMH#20 19.51 SDMH#21 19.46 52 LF. 48" CMP @ 0.09% I 6 ' 1 4.0 '
SDMH #5 18.55 SDMH #6 18.46 113 LF. 48" CMP @ 0.08% CI #30 22.01 CI #31 21.71 299 LF 18" CMP @ 0.10% I HIGH POINT I Q 1 � 2 6 0
Im 118R ' , a _, DRAINAGE DIRECTION 30' DRAINAGE 1 Q 24" RCP NOTES' 1 3 8.0
CI #6 21.97 SDMH #6 21.60 23 LF. 18" CMP @ 1.6% CI #31 21.21 CI #32 21.13 28 LF. 24" CMP @ 0.30% o 117 EASEMENT I1 0 I
„ „ I . -TO ST. ANDREWS DMR.z , 1 20"L DRAINAGE EASEMENT 24" SMOOTH WALL PLASTIC PIPE 1. USE FOR DRAINAGE AREAS
I , z , 116 , - -�''.S83.06'32'E S�AEMP. p.p2,51 (PIPED EXIST. DITCH) NOT EXCEEDING 5 (FIVE) ACRES. I 5 2.Q
SDMH #6 18.46 SDMH #7 18.41 51 LF. 48 CMP @ 0.09% CI #32 21.13 SDMH#21 20.27 259 LF. 24 CMP @ 0.33% , 1 - 115 ,
CI #10 24.10 CI #11 24.05 28 LF. 18" CMP @ 0.17% CI 34 20.84 SDMH#21 20.80 25 LF. 18" CMP @ 0.17% i ; \ -- �'� J�4SC07E' \ _ _ 6pp34E
-- Fi„ '` , 114 OCK N M S78•� 31g
,- __ __� - TR�ATMENT PQND
CI #11 24.05 CI #12 23.84 71 LF. 18" CMP @ 0.3% CI 33 20.92 SDMH 21 20.79 22 LF. 18" CMP @ 0.59% i ; \ ``' `�` £ ° _ '�,, RAINAGE REA ` \ 1 - ` -�� _ ROCK DAM ' DIMENSIONS SHOWN ARE MINIMUM '
# # I 1 \ti ✓ -,%" - / \ \ \ I l "' 1 24" SMOOTH WALL PLASTIC PIPE ---------------------�
CI 12 23.84 SDMH#17 23.40 147 LF. 18" CMP @ 0.3% SDMH#21 19.46 SDMH#22 18.78 339 LF. 48" CMP @ 0.20% I 1 \,''. 113 , `\\ -- _ �- 2
'' 133R �� `��✓ /' \ \ , , �, 33 '= % 1 NOT TO SCALE
SDMH#17 23.40 CI #13 22.68 238 LF. 18" CMP @ 0.3% CI #35 21.33 JB #36 21.26 26 LF. 24" CMP @ 0.29% \/ �` 119� '" --\ \ � ��� _15
may REVISION DATED
1 I \ N , ,\ o• > ,
CI #13 22.69 CI #14 22.53 28 LF 18 CMP @ 0.58% JB #36 21.26 SDMH#22 20.64 212 LF. 24 CMP @ 0.29% i �\ 1 , 134 1 •�� / �/ \\\ `�-' �" �s` �' I 13 ' / FES#10° WITH 10/15/98 (TYP.)
\ 135 �. w \�` as \
CI #14 22.03 SDMH #7 21.78 49 LF. 24 CMP @ 0.52% SDMH#22 18.78 SDMH#23 17.80 349 LF. 48 CMP @ 0.28% ; i \� r, 145R ` ' CI # - 1 \\\\ �;e /' \ ! � OUTLET PROTECTION
n » I \ '� 1 \ �' \ ,. , 1 �. .... �`�, 6'Wx8'Lx9" THICK
CI #7 21.55 SDMH #7 21.52 15 LF. 18 CMP @ 0.17% CI #37 21.58 CI #38 21.53 28 LF. 18 CMP @ 0.17% I i \ \\ _, ', --� 136 \\\ '°� Cl 3i1 - �`' 12 '
\)
\ r # / J---- j�� ��• 26' DRAINAGE EASEMENT
CI 38 21.53 SDMH 23 21.20 39 LF. 18" CMP @ 0.84% -� -----___ ,__,�, _____..__.___________ 1 144 �\ \ -� \\\ Y '
SDMH #7 18.41 SDMH #8 18.13 277 LF. 54 CMP @ 0.1% # o - I I
iso
CI #15 24.29 SDMH #8 24.30 34 LF. 15 CMP @ 0.7% CI #39 21.58 CI #40 21.53 29 LF. 18 CMP @ 0.17% L� \, `,, \, _ _ `�"ci#21 � cr.#22 _ \ I! Cl #1 2, ,\, o , �* T� 3H:1V DITCH ® OPEN JUNCTION
�� „ ,, 1 ON , 137 \ ` A� \ f/,/! ��' 26 I 25 ``�, �� �� (INSTALL TEMP. JUTE NET LINER) DITCH
NCDOT
CI 16 24.30 SDMH #8 24.05 36 LF. 15 CMP @ 0.7% CI #40 21.53 SDMH#23 21.07 46 LF. 18 CMP @ 1.00% 11 __ 143 _ _ - ��� r) C( #10 27 \ 1 ` '
CI I-
SDMH 23 1-._. -- ® � `\` `\ 24 .
SDMH #8 18.13 SDMH #9 17.87 234 LF. 54 CMP @ 0.11% # 17.80 SDMH#24 17.28 235 LF 54 CMP @ 0.22% �' .~�� - ,47R ! , __,_, � ! � ,fie � �
» I PROJECT � i =�--�`� 136 1 , I
SDMH #9 17.87 SDMH#10 17.63 131 LF. 54 CMP @ 0'.11% SDMH#24 17.28 OUT. #2 16.85 195 LF. 54 CMP @ 0.22% �' ' BOUNDARY -- ------ a 23
i 142 '-=+�,-- i ®/� RAINAGE �� \ -`.,\ 28 i ; CI #8 9
CI #17 21.52 SDMH#10 21.49 17 LF. 18 CMP @ 0.17% '1, I ENT �_ D < IE (IN) =27.41
148R r 1 " , 1 ® MH #� � , % I ` • '
CI #18 21.55 SDMH#10 21.49 11 LF. 18 CMP @ 0.55% , , 13s ROW to8 1 3H:1vr '�- 1s 22 i'" 30' DRAINAG
1-------1 I �� /pr, , .' EASEMENT , ,` ` 75 LF 36" RCP
» ---� I I DITCH ----- 1 1,18 »r 0 0.21%
SDMH#10 17.73 SDMH#11 17.66 82 LF. 60 CMP @ 0.08% 1 -�- 0 �' 1 - N88a4'4►E ,
STORM DRAINAGE SCHEDULE # r cI #27 r ----. 1 \ c� 5 �, sDM1� ,
„ o CI 26 1 1 i r ' # SD,MtI'-I-' � - � EXIST.
141 SD MH #18 CI #23- ®\� 29 ' ' �'' 6 \ #3 1 ,- 18" RCP
SDMH 11 17.66 SDMH#12 17.44 281 LF. 60 CMP @ 0.08% ' 149R�I I I �, ,� - ` 1 SD/MH #2 / f? •
SDMH#12 17.44 SDMH#13 17.39 58 LF. 60 CMP @ 0.08% (SYSTEMS) - _ 140 t _ - _ t' 17 -_
rr Z SD MH #17 , r 107 ~i SD MH #19 ®���191 I c' FC #
» - �--�•�� 4W Row CI #13 I ` ' S ' 28.06 E T 1 1~ 11\
SDMH#13 17.39 SDMH#14 17.30 116 LF 60 CMP @ 0.08% FROM INV. OUT TO INV. IN DESCRIPTION �o -�-- -__ -- - cl #15 r. cI #, 30 20 0 -- I IE (IN)
,_-_ � -1
SDMH 14 17.30 SDMH 15 17.17 167 LF. 60" CMP @ 0.08% CI #42 19.95 OUT#3 17.20 183.4 LF 24 CMP @ 1.50% 1soR 1 _
CI #24 I r -T- __ #6� - 1 3 D 11 #1 1
CI 19 19.94 SDMH 15 19.89 31 LF. 18" CMP @ 0.17% 175 - - -_� ' c 44 i �r ,\_ 1i I
# # ICI #28 , E1p i. -_ .- --.. _ �-- \ SD H�18 561 ',``. _ -Cl #1 I EXIST.
- I SD MH #16+ 174 S7 ' i 88 CI ,#16 105 -- 58F� •' 57 r�1�1 S3 --�
GA
SDMH#15 17.17 OUT. #1 16.93 305 LF. 60" CMP @ 0.08%
T
151R , ' CI #25�' _ i D MIt4#8 I # , SD MH 5 y ®° Cl #28
/ t , 176 I ; S MH 6 59R ��4 , 1 �>� / ,� ----- Cl 2A '"1 1 13 LF 18" RCP
Io_ ��"_._._ I I #7 , � S8o•10'26'W 1 � �� 6 CI #2 ; , ''i ' ® 0.4%
1. j �1 I 86 I IZ 89 __ __ 63 621� �11%160
�� 1� 1084.46' 1 1� /' 48 47142RIP-RAP A INLET & OUTLETS nnn
j N
OUTLET #1 OUTLET #2 OUTLET #3 30' SA i / Cl #30 104 , s5 � ' � ,
152R ,. _ 1
1 20' DRAINAGE EASEMENT
» r r » r r » SEWS MEN 177 I I�I'�� TREATMENT POND -
30 x30 x24 27 x27 x24 6 x8 x9 ' #29 SD MH #20 �~ DRAINAGE AREA ��
» » » » » ' _ - / ClCI #31r-- r 46
CLASS B STONE CLASS B STONE CLASS A STONE - w I
T �' ----_1 AMI'Rp ` I 90 # I 103 �'" I I PROJECT � 1 .g" 1 `\ 49 43 ,
r -___,
53 r. - - - - SD MH 21 , D M 91 1 EI Si® 1
-----; Row 6 I , BOUNDARY I � 200 LF 3C' P 1 I
SD M I , I ;iil l III I I III II IlIIII I � III II11 111�I°'I
OUTLET #6 NOTES I. - 169 Cl #`�2 i I 1 1 CI9�k33 I - 11 1 11 / 50 I 45 I 44 \ 1 tl
r r » ` 1. SURVEYED NOV. 1994 BY HANOVER DESIGN ' __� I 170 171 CI 1 1 ' ® 1 1 ; 36" ALUM. 1 \1
28 x28 x24 �g 1 4 I ,
84R I J f , 17 ,81 SMOOTH WALL IE (OUT) =26.99
„ „ i \\ 2. T.B.M. RAILROAD SPIKE IN 14" PINE WEST SIDE r - 1 102f r 1 # ,
CLASS B STONE , OF COLLEGE ROAD 175' SOUTH OF WEYBRIDE -- -- 168 ' 1 ' 1 ' D-A1k,'�#111 I f N90.0o'00'W 1 t
_I 837.9T .mot
3. BOUNDARY TAKEN FROM SHERWIN D. CRIBB MAP ENTITLED AREA -_-__ L 92 11 II ` -- 1 1, TEMP. ROCK DAM TO BE REPLACED W/ i
1 4 JURISDICTIONAL BOUNDARY AND MAP OF SURVEY FOR 15 T {- 1
ALLEN TRASK DATE MAY 11, 1994 REVISED i ' I ' --�--'� / 101 ' 1' 1 1 I 1 FES#102 W/OUTLET PROTECTION ' PROJECT
/ 4. PER INFORMATION PROVIDED BY OWNER, NO WETLANDS 12/11/00 - ;y 167 I �� 172 1 I, y✓/ ' , Z 6 I 9' W. x 18' L. x 18" THK.
----- £I #�ET I I 93 1 -- ' 'Cf 1 1�30' DRAINAGE EASEMENT •� BOUNDARY
EXIST ON SITE. ,, PROTECTION i �-
�- � --- i WITH IN ET 83R 1 1 --� ..- ---1
15 I SD M 6 1 10 0 ; I, EXISTING DITCH��
166 -- -- D � 121 1 EXISTING DITCH
O
i
I 1 7 �!i i ----- 1 IouTH ; ice_- �' 1 - ° 0 0
/ ` I
oo�oo�o OD
165 g I - o 0 o%0 o
179 I , 79-
82R ; SD 'H #13 i ' III i o O
a
0
R v� 1 8 x. ----- -- � 95 %� NOTE: - �o
�Ty 2 I �` '- '` ' 98{ �f 1 SEE PLANS FOR LABELED DIMENSIONS
J 2 ' I ���? 1 \ 180 �' ``� % % , 1 200 0 200 400 FLARED END SECTIO PLAN
_ ----- � I 81R ' i SD MH #23 97 �:
B B' O� 1 CI '8 I 96
BACK OF CURB f lQ 163 I I'
-�. � � ,;;;; N�TON ° /"- ..��. Ii 1 INCH = 200 1 _ _
R - - __
�.. 181 �% _ �r III STONE 'D'
„CI #4�`, -- -- _ D M I 1 SIZE
TH 2 ' PROTECTION j -��' CI #31 I 1T 1 J D M 1 1 SECTION CLASS A 12'
61 I I 162 I/' 11 I - 78 ) 1
IB BI ~6IJTL #3 -{ f�20' DRAINAGE r ~ 18Z 13 1 I CI 3Q I f / \\ 1�-30' DRAINAGE EASEMENT CLASS B 18'
1 # 89.54'26'E
� �� __ V)s CITY EASEMENT �. 1 1 I CLASS 1 24'
EDGE OF PAVEMENT . I I 1 77 I I \ 73"'
� �\ ,._ R= , otPRwATE 1 , 1 76 ' 1 , 1 \ 1 1 EXISTING DITCH 92.69'
T ET #2 S ESMT.--1 1 I t ' t 7 \ \\_ 20`Mb AGEI I RELOCATED 2H:1 V DITCH o
C C '_ D E - SAC D E A I C \��\\� EXISTING DITCH _�} - _ \ I 1_I t0 f�l EAIELE . t/ I \ I ( in R A O DETAIL
CUL - DE - SAC DETAIL �---__ 292_- 1�� 1 ; \ EA T y THIS SECTION ONLY) NOT TO SCALE
NOT T❑ SCALE - -- _ _ -� _ - - -
�\ \\ J� \ N89.46'48'E
R, TYNEM❑UTH DR. AFT❑NSHIRE DRJ � ��--__ _ 3 _ _---__ �=� � L - SD MFT-#24- � y--'-_ \�,�1�' � 1100.00, W o
y ___ -__0 SANITARY �MW�A �� I
CT❑LLINGT❑N D - SEWER EASEMENT ITO - a=r 1 - - - T-- �� ENV
NOT TO SCALE 30 AR -- -- - --- _ - _ ---
SANIT y E _ _ \ L_ E;>SEM IRA I I D w 50' MIN,
SEWER __s - - T - rt 30' DRAINAGE r8
T �. � I EASEMENT
•- -- ---_ J� _ < _ - - �=-� TEMP. ROCK DAM }
G -- -_
30' SAN. SEWER - S89.36'23'W
EASEMENT 288_64' W 129.2 ' 159,86' �� y\ - 1322.74' 0 3 0 W W
1 2' _.-_
- OP OF BERM CARRY RIP RAP UP
_ SIDES OF SPILLW MIN MIN R W 50 A B C 0 O W w W
a Li L3
____..-----------------_____- ----------------------___-__,___________-___._ ____ ,� N�
6-
OP OF STORMWATER #5 WASHED STDNE 1' FREEBOARD MIN R/W 40' E X. DITCH @ PROPERTY LINE Z 6-
=N
REF: BND. SURVEY, TRASK, 2/93 F N o 3�
I I- - - _ _ - - . _ - - _ - °° 16' W/50' R/W I 16' W/50' R/W
III- 1' FLOOD STORAGE ZONE °` 1 MAX) 2:1 MAX. SLOPE , , , , W PLAN
I- ° 12 W/40 R/W 12 W/40 R/W 3'-0" W
_____________ ________.------- ------------------ --------- ° >
1 3'MIN Stake 10 CUL-DE-SACS 10' CUL-DE-SACS (TYP,) 35' t 15' t
-I I II 3' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY) 4'MIN „ , I 1-1/2" 1-2 BIT. PVMT. ,
-I- __________ 2 X 4" wood frame 1/4 :1
-III I i-_ -_ --•�---------------_-..--____ 1 � , � 1/4":1 1/4�:1'
1,5' MAX. SEDIMENT DEPTH =) I I-I �.-1/4":1 FOOT TYP I 1/4":1 FOOT (TYP) y 2:1 M
=a�1�4� „ SECTION
1.5' -JSL_ Fabric aaaxx,Ia� 3-0 MIN. NORTH CAROLINA ENVI ,JNI,iET�TA1 00
�.., MANAGEMENT CO3,!�r 3q
-1 �I--- - I � I � DEPTH VARIES COVER DIVISION OF WATER CIUALI `�E M O O R A R Y CONSTRUCTION
#1 RIP RAP max 1,� 1
�I I I�III-III-1 I I-III-I I I„I I _ I
-III III-III-III- t I 1 IG�,IG CLQI
i-I i 1 J_ Y' I d (3'-0" MIN.)
15'MIN 1' 6'MIN -= °` -111-
% %% 1 1 -1 I I -� �, . VARIES �WATER DatoFCC E N T R A N C E
3' I II I II I IIIII III6" COMPACTED ABC LINE (TYP.) NOT TO SCALE
z ------ III=III=III-III_ 5:v���15c�lt �rt �
j I Stormwiftr Permit Rio
MAXIMUM LEVEL OF SEDIMENT COLLECTED- -
min. 111-TI
CLEAR BASIN WHEN THIS LEVEL IS REACHED. SEWER LINE (TYP,) Date
SECTION THRU BASIN AND FILTER i i \Buren Fabric
101MIN � V ' I LOCAL- COLLECTOR STREET GEORGETIONNE OGFEBG9
ARRY RIP RAP UP I NOT TO SCALE
SIDES OF SPILLWAY (i LAN DNARK ORGANIZATION
\ - Scale
/ Drop inlet � I"=2001
--� 11
MIN FREEBOARD ° / with grate - 1
_ 1, WILMINGTON TOWNSI-IIP NEW NANOVER COUNTY, N.C. Drawn:
i RIP RAP =1 \ \\\ / a�=-� I
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i SEDIMENT B /A S I �l DETAIL SILT FE N C D �l _ ET P R O TE C T I O �l REV NO. DESCRIPTION DATE �i�����SIF ,,: WATER AND SEWER DISTRICT
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CER Tlf/CA TE FOR U.S. ARMY CORPS OF ENGINEERS
PART GF MARTLNDALE TRACT
THIS CER T/F/ES T t/A T H/S COPY OF THIS PLAT ACC URA TEL f' 7
DEPICTS THE BOUNDARY OF Th'E JURISDICTION OF SFCTON 404 1R. L�ONBORO 70Wl1rSH/P Nf_ W HANOVFR COUNTf` r'Ee
OF THE CLEAN WATER ACT 1./NDER THE PRESENT LAW ANO ,
f!'ORTH CAROL INA .k
REGULAT'IONS AS DETERMINED BY THE UNDERSIGNED ON THLS
DATE, UNLESS THERE /S A CHANGF IN TNF. LAW OR OUR SCALE /" - 2O0 FEBRUARY, 1993 r/R/sQ/Cf'oNA/ flcuNL,fARY
PUBL/SHED REGULATIONS, THIS DETERMINATION OF SECTION r-RAf7//lc scAcf ° } °"'' l� L� U
404 JURISDICTION MAY SE RFL_LED UPON FOR A PERIOD NOT TO
'vqmm rE8 2 8 1995
_EXCEED 3 YEARS FROM THIS DATE, -
/ D E m
HFRWIN D. CRIBS
"Roi
CORPS OF ENGLNEFRS D 17 r A"(7. RE G, L A NO S URVE)'OR NO. L -IC 9.9
4 ri'I RSH HE N DRL L'F
I I// Af/Nc, TON, N.C.
(I .

CASTING 2" ASPHALT CONC.
X .... .... . . : . . . . .
15" . . . . . . . .
FINAL BACKFILL
FINAL BACKFILL / " -
4 BASE 8" BRICK � /\ wz 12"
T . 2„ z
s O ,, . 'e., d'
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I' N CLASS 1 ,2 OR 3 3 MIN.
\ 6 MI 3" MIN. ,r a,
J 12
O.D.
INITIAL BACKFILL
go' MONUMENT CASTING & BASE
A A CLASS 1f'.
PLAN X PLAN
R 6" MIN. CLASS 1 6" MIN. NOT TO SCALE
BENDS TEES 2 CRUSHED STONE FOUNDATION -- as ��' CRUSHED STONE FOUNDATION � a�a — -
L\
O (DEPTH AS APPROVED BY
24"MIN.-12"O & LARGER PIPE 18" MIN.,\ B B i�`1'Q11 (DEPTH AS APPROVED BY ,C1��C�r�r,C�rl� �C?r n��n,����n�r EXIST. ASPHALT PAVEMENT
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/ t . \ STABLE FOUNDATION —�I IIII=III= STABLE FOUNDATION �_) I=I I= 2" N,CDOT TYPE "1-2" ASPHALT
C° /' -- - -- _ _ MATERIAL =III=IIIIIII MATERIAL = I =III= I - 6 COMPACTED STONE
i .'.• .•.' . .' . .' .-.' .-.� "• •-' • . / -. -III—I i II I I—III -III—III—i I I—III 6 CONC. PATCH
\\\ SAWCUT EXISTING PAVEMENT
- •.• - . . .. . '. .-.-•. •..-.-. \\� .� � 6" MIN. O.D. _ 6" MIN. 6" MIN. O.D. i" MIN.
/ EXIST. CONC. PVMT
. - . . . .' . . . - . •' . \/, J © EDGE OF PAVEMENT
cn D . I . P . BEDDING ------------------
- DE — SAC - TAIL f V. C. BEDDING
^ UL DE SAC D
` - • 't
i Spy/_
NOT TO SCALE 12" 12" I ;
SECTION
X PLUGS
11- I
GRAVITY SEWER PIPE BEDDING DETAIL I I _I111111i111 � 11
G R A BACKFILL T.-- I
90°BENDS 45°BENDS 22.5°BENDS TEES PLUGS NOT TO SCALE w w
SIZE A B C D z z
A B A B A B 5 -_'
R W
lot? 6 10 6 10 10 10 10 21 _
2 10 z + z
w w
4" 10 10 6" 10" 6" 10" 10" 10" 1 C" 21 it 70' 3 '
70' `
f9 �t - „ B B SIGHT TRIANGLE SIGHT TRIANGLE `
6 16 12 9 12 6 12 12 12 10 21 10,
8" 22" 16" 12" 16" 8" 16" 16" 16" 12" 29" 10
_ R/W SECTION
rr ar n n .." " - - - � _
10" 26" 20" 14" 10" 10 20 20 20 2�1 48 - _ _ - - -- _ PAVEMENT REPAIR DETAIL
12 29 24 16 24 11 24 11 24 2 48 --__ -_ NOT TO SCALE
EDGE OF PAVEMENT
END OF CURB & GUTTER—]
NOTE: BASED ON 150 P.S.I. STATIC PRESSURE PLUS AWWA WATER HAMMER �� f � -�
SURFACES TO BE CARRIED TO UNDISTURBE GROUND. - - - - - _ - - - -
ALL BEARING5'-0"
— EDGE 0= PAVEMENT _ BACK OF CURB
_ - R=2o' Boc
WATER MAIN THRUST BLOCK D [7 TAIL STOP SIGN (TYP.)
BLIND FLANGE END
NOT TO SCALE
------ _--- ---------- __------ _.
FIRE HY[!t'ANT W/ 4 1 /2"
SOUTH COLLEGE ROAD PUMP CNN. FACING °O
ROADWA`�
ROAD CONNECTION
0 ENTRANCE TYPICAL STREET INTERSECTION BREAKAWAY CINNECTION 00
FINISH GRADE L
Q_ NOT TO SCALE NOT TO SCALE \
�/ � 1i6\ .ry
0o COMPACTED IACKFILL TYPICAL " \ \
(TYPICAL) 6" M.J. GATE VALVE
r W/ VALVE BOX & LID
- - - - - - - - - - - X
- - - i - - - - - - - i `R ; ; 8 CU. FT GRAVEL o 000 °oo° 6" PIPE TEE
X - , L _ X _ - OR CRISED STONE °o° ° ° o
j - - -i °OO —
I rf— - J O 0 0
36" RCP ' ' 36" RCP 36" RCP 36" RCP ti- o \/
THREADED i i 'TENSION '� o° 0 o Oo O °°o
— FINISH GRADE COUPLING , , o \ \
- _ w AP , , ABOVE GRADE °o°o ° o °o ° /�\��as
/ WITH C , , \\� \� \� \�� 3/4 GALVANIZED RODS WATER MAIN
L - - - - - - - - - - - - � L - - - - - - - - - - - - � �/ / / / / \�/\\�\\�/�\/�\�/\ EACH SIDE OF PIPE
/ // /� \ /� \�\�/\�,/\//\�� NOTE:
\\ \\ \ \\ \\ / X T I N \ \\ \\ \\ \\ \ ALL CONNECTIONS TO BE MECHANICAL JOINT
PLAN PLAN /�/ //\ \ METER BO (CS RO
NOTE: z // /� \�'� Z OR PLASTIC W CAST WITH RETAINER GLANDS
NOTE: ACCORDANCE WITH �\ \ \� GATE VALVE IRON LID)
1. CATCH BASIN TO BE CONSTRUCTED IN \ \ 0 0 g° IRE HYDRANT© ANT DETAIL
1. JUNCTION BOX TO BE CONSTRUCTED IN ACCORDANCE WITH ROADWAY STANDARDS 840.05 STANDARD BRICK CATCH BASIN /` // F VALVE BOX W/ LID ° ° ° ° ° ° f �
ROADWAY STANDARDS 840.32 STANDARD BRICK JUNCTION BOX I / / o° °o° °°0 0000
°
2. RCP TO BE SET INTO BASE SLAB. ADD TO BASE AS SHOWN N �\ \\ \/ °° °o o°o NOT TO SCALE
2. RCP TO BE SET INTO BASE SLAB. ADD TO BASE AS SHOWN ON STANDARD 840.00 /��� �/ o °4�° o o°o ° o
ON
STANDARD 840.00 °° ° �90° EL. —
6" OPENING �� \j—, GATE VALVE
2" P.V.C. WATER LINE - GRAVEL (� 4t«
. .. . . .. . . .. . . ..... ..... ....... . .. .. . ON 2 SIDES GEORGETOWNE 1-12-95
Scale:
_r___ SECTION LANDMARK ORGANIZATION AS SHOWN
6� VARIES 6" OUTLET PIPE VARIES 6" OUTLET PIPE �/ /�\// ��
WIL_MINGTON TOWNSHIP NEW HANOVER COUNTY, N.C. Dro'"^:
Cf) �a 6 - \\ �\ \\%\\ MECH. JOINT OR B LO WO FFF- DETAIL DGS
w I — S hocked.
� PUSH ON CONK. r�
/ /� / /
� � C.( , , NOT TO GALE
♦4s S lr �'I
w Q •,,° ° • / M ENGINEERS•PLANNERS°SURVEYORS Project No:
F
I I ���r.•t � • � WILMINGTON, NORTH CAROLMA
9•� 0383--0031
GATE VALVE DETAIL
— SEAL ` • s
- _. 13 91 = NEWIANOVER BOUNTY Sheet No:
NOT TO SCALE �' 1 ; ° �0
SECTION X SECTION X �B REVISIONS PER NCDOT COMMENTS 13�5 ,deq�• ® °•°°,°c.,� 'R NORTH CAROLINA LA
A ISSUED FOR REVIEW s, k A.gVF.F_ �,
REV NO. DESCRIPTION DAIS �. WATER AND SEWER DISTRICT
REVISIONS 21
JUNCTION X CATCH BASIN
NOT TO SCALE NOT 1-0 SCALE

-- sue- - -- — ---
METER (TO BE FURNISHED BY OWNER) WATER METER (TYP.) --
12„ 12„
INSTALL CORPORATION STOP —, o WATER MAIN TYP. ELBOW
N
____ �1 *TEE N 3/4" SERVICE LINE 1 1 /2" MIN. BITUMINOUS PAVEMENT
1(O
N J
METER BOX PER I w .-
WATER MAIN CAPE FEAR UTILITY STDS. >;
0 rJ3/4" SERVICE LINE
r -TYP. NIPPLE
o ' 1 PIPE \ /\/��/\\�\\//\��\//,\//N
NOTE: CONTRACTOR TO INSTALL DOUBLE CHECK ;
*TEE: INLET S�'E = 1" 6»
COMPACTED ABC
VALVE BACKFLOW PREVENTER ON ONE OF
C) ( t U o
THE SERVICE LINES I
ZNEW SERVICE LATERAL 3/4 ° STANDARD MULTIPLE _' ° ` '�" ° J ° " ° BR \ NCH WATER SERVICES CONCRETE CUR
t�0 , B DETAIL
NOT TO SCAI_' NOT TO SCALE
RIGHT-ANGLE STOP
j
4" GRAVEL
NOTES:
SERVICE CLAMP 1. TYPE "K" COPPER TUBING FOR R/w 50' .
,
12" AND LARGER MAIN SIZES. R/W 40' ;••. i
A 2. POLYETHYLENE TUBING FOR 10" � •,
i
AND SMALLER MAIN SIZES. 1 7' w/50' R/W 1 7' w 50' R w 3'-6" WALK
/ / — — — —
13 W/40 R/W 13' W/40' R/W 3'-0" —
3'— SIDEWALK 10' CUL—DE—SACS 10' CUL—DE—SACS
SECTION
TYP. — —
(TYP.) —
1 1-1/2" 1-2 BIT. PVMT.
WATER SERVICE LATERAL DETAIL 2:, MAX. SLOPE .,..._1/4":, FOOT TYP 1/4":1 FOOT (TYP) . 2:1 MAX. SUPE
NOT TO SCALE `\� / —o IN. I
COVER
/ i,r, /. � . � � /� �// //j�/� DEPTH "VARIES ' I I
TREATED 4"x4"x6' / (3 —o MIN.)
LANDSCAPE TIMBER VARIES
6" COMPACTED ABC
TREATED 4"x4"x6'
WATER LINE (TYP.) INVERT PLAN
LANDSCAPE TIMBER � MANHOLE RING & COVER
`
2' MINIMUM
SEWER LINE (TYP.) �' SEE& COVER � ( NOTE)
rat� C.I. BOX C.I. BOX
& COVER CK
BIT. PAVEMENT
& BASE COU 'E
4 MINIMSTREET
UM LOCAL COLLECTOR S EET
MAX 45' a—ONG %�`Y`` NOT TO SCALE
SWEEP AS REQUIRED
I
TO REAC! ' OPTIMUM
GLUE CAP 2,-0"
45' ELBOW---- : DEPTH
ELBOW �
CCENTRIC
GLUE CAP — — --LATERAL ONE
MANHOLE
45' STEP
MAX 45' LONG
VARIBLE SLOPE
SWEEP BENDS FRAME, GRATE & HOOD (TYP.)
LATERAL ANGLE AS AS READ. BACK OF CURB N.C.D.O.T. STD, #840.03B -7 a RUBBER
1 .5� MIN. READ. X
t �� a. GASKET
r
�• `4 (TYP.)
_
MAIN Y o W Kau.,
AR SIDE SEWER NEAR SIDE SEWER W ��
SERVICE T — ---------- V pU, H.C; t .a 7pT'
TYPICAL SERVICE TYPICAL N ,4i6y ,
ATE: DETAIL I
DETAIL Z 6" — 6 cn
z3�
------ cn
CONTRACTOR SHALL VERIFY PRIOR TO _ +r�L+`{�`y,." `+' > ,
i _s0j (Cq
NSTALLATION THAT ELEVATION OF SERVICE NOO
VI 15 RCP
LL PROVIDE ADEQUATE DEPTH TO SERVE LOT � :.:
NOTE: USE WYE FITTINGS AT SERVICE X
PLAN
SANITARY SEWER SERVICE PLAN CD
E I V E
SECTION X D
LATERAL DETAIL =; Q NOV141996
NOT TO SCALE P�,o� #�(�E�� �I� I,
5' MIN. DIA. ,
REMOVE PLUG I 1'-O" MIN.
RETAINER GLANDS (TYP.) � 00 � N (Ty'•) I;
M.J. 45' BEND (D.I.P.) I I.
_. 5' MIN. DIA. ""`------ - -- ----- — - - - - - - - - ---
` RECAST M
CRUSHED---- --} `
'` '�` " �' MANHOLE
STONE `
" 6„ ----�
\` L •J b SECTION
STORM DRAIN -t
GR!?'T AROUND
f�PIPc PRECAST �CONCRETE MANHOLE DETAIL
D.I.P. o �.,; I /%�'- w
'
N D.I.P. c� �` "�! NO SCALE
w :; ST\INLESS STEEL z �"J. 45' BEND (D.I.P.) Q �` S T4'AP & ANCHORS cO
..: ��,�,�. �► SECTION Y GEORGETOWNE1«1 —
ONE JOINT OF D.I.P. /� ® ' -6 MAX. 2 s5
�INER GLANDS (TYP.) D.I.P.
LANDMARK ORGANIZATION
NOTE: ` � CURB INLET JIL..MINGTON l'OwNSHIP AS SHOWN
NEW HANOVER COUNTY. N.C. Drowrc
CONC. BLOCKING '" ' �� NOT TO SCALE -PLACE CONC. BLOCKING SUCH THAT IT WILL INTERFERE WITH r DOS
NOT INT TH REMOVAL OF BOLTS. /;•;;`` %;: ,�,� \;i \�. Chocked:
y r• �: S�Q' 9 ENGINEERS•PLANNERS•SURVEYORS Project Na
SECTION Cf U S H ED STONE �,0 , MILMNGTON. NORTH CAROLINA
WATER MAIN 8c STORM DRAIN CROSSING a 0383-0031
5 DIA . PRECAST CCU'"
JCR I � 1 S
N E TE R N OM �, 1�B9 .
2-2 Mt Na
NOT TO SCALE DROP MANHOLE D : TA I C REVISIONS PER NEW HANOVER COUNTY MM NTS 1-30 995 `,�,';F/ ,I E •�jQ• \i NEW HANOVER COUNT L A U o ••••...N..•• Y
NOT TO SCALE REV NO. 1-13-95
'Q, d'EENS��►.• NORTH CAROLINA ®�
OESISIO N oA �''�. +,,,,,,,,���` WATER AND SEWER DISTRICT
REVISIONS 21
Of. _

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HEADWALL
-----------------------
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_- _- 20 DRAINAGE NT
_- � IBU7`( - I' '�'- E � 11 IE 19.90
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t is 5D MH
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OUTLET TR - M H 1
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w
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K V
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-
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— ��-___�:M , ,. ,. �_ OUTLET _- __ � EASEMENT
20 r
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ER 7 _ _
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CP & B 8
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POWER < ° �,, ---- L - ,. ---- ;� � �_ .. --� _ =: 174 LF 36 CMP
LINER -- SWAY ,i n M , NSW �_ - 29.5'R _ ?
W
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- — - Ms TL:E - '
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-
POND #,3
158.7 — _ EX.iST. 30' - — � t� _ "� — - -=�' 6„ FES
SANIT
4U MIN _ART SEWE „ IE. 17.60
"��,e �- ' J i Il 3
—R EA SEMEN T w
J.P. McGINNIS
POND 2 (TYP -_ --- :: __----
EXISTING SAN. SEWER MANHOLE — -- - --
BOOK 854 PAGE 797 = i : --
BOOK 1068 PAGE 508 _ - -- . --: -
- -
OUTLET INTO EXIST.
POND 1
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GG 1' C
Y OUTLET #4
419.5' 24x24'x24"
TOP BERM EL. 25.0 8'x6' RISER `\O �� I CLASS B STONE
3 NOTE. EMERGENCY SPILLWAY AT EACH
1 POND IS AT ELEVATION 23.5
RISER TOP EL. 20.0 n �
6" PVC APPROVED HARRIET HUNTER JOHNSON
220 LF 42" CMP ® 0.57% IE 1°i.25 NML. POOL EL. 15.75 NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSIOA BOOK 1030 PAGE 947
/ ,n tom:; DIVISION OF WATER QUALITY
\� POND BOTTOM EL. 8.25 �� CT D #3 F SEDI » TROL
`'� IOR TO DS #1 #2 stormwater Permit No � ! P **.,,a
TR
MANAGE NORTH ALIAC �� avlsloN of War,., c�J;A_II'*a _
TYPICAL FOND SECTION �� ��' � � � Date �� �I
ti \ POND CONTOUR LEGEND � � � � � � �w�a�l� ��
POT TO SCALE i
stormwater Permit Flo°
CIO
PERMANENT POOL LEVEL (EL.=15.75) - ---
STORAGE LEVEL (EL.=20.0) — — — — — — D E M
PROI 5w8 U l0`I
POND #1 & #3 CLASS "A" STONE
12" MIN, THICKNESS
POND #2 CLASS "B" STONE GEORGETOWNEate•24" MIN. THICKNESS Tl>P BERM EL. 25.0
6-9-95
$Cole: {
EMERGENCY SPILLWAY ELEV. = 23.5 � LANDMARK ORGANIZATION
1"=50'
1' _0"
//\�\//\// 3 WILMINGTON TOWNSHIP NEW HANOVER COUNTY, N.C. Of°"'":
A IREVIS 4 PIPE 10 6" PIPE IN TYPICAL POND SE= --------NI WDC
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TYPICAL SECTION THRU \,/\\/\\/\\�\/\ — m � s�t beet No:
\�j\/j\ \ _ ��<^ `�' NEW HANOVER COUNTY
i
EMERGENCY SPILLWAY \/\\/�\ � — �'4, Ql�°0'••••••' •��ttt4h NORTH C15
•, q, VEEc1�',t• WATER AND SEWER DISTRICT
REV N0. DESCRIPTION GATE °0o ��NOT TO SCALE REVISIONS o,: 21
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WILMINGTON TOWNSHIP NEW HANOVER COUNTY, NORTH CAROLINA
9
ABBREVIATIONS " LEGEN D
FH FIRE HYDRANT !/�
PROPOSED EXISTING
CB CATCH BASIN
SN\P PRO F!'�E HYDRANT
DI DROP INLET -
SSMH SANITARY SEWER MANHOLE ,,`� s - , --CH BASIN/DROP INLET ■
W WATER LINE _ TRFFT o
FAT Q- TEE SD STORM DRAIN -
' `�
- INFILTRATION SITE-- ,- J
I � � � o PLUG -
� v
I INVERT ELEVATION MANHOLE
•
TE TOP ELEVATION VICINITY MAP
NOT TO SCALE SEWER SERVICE --O
s _
LF LINEAR FEET
DIP DUCTILE 'RON PIPE LATE VALVE N
PVC POLYVINYL CHLORIDE j I SEWER LINE —
i
ELEV. ELEVATION 18" 18"
STORM DRAIN LINE
GV GATE VALVE
2„ W 2„ W
WATER LINE .
MIN. MINIMUM I
CAPE FEAR
TYP. TYPICAL f Engineering, �. SPOT ELEVATION 26.0
<' X
HP HIGH POINT 5040 New Centre Drive, Suite D 250 North Church St.
Wilmington, N.C. 28403 Spartanburg, SC 29306 I SILT FENCE - - - A P'
LP LOW POINT TEL [phone] TEL [phone] �® MANAG o r a u c�,vo *3r °a�
r q r+a r
CONC. C O N C R E T E I FAX [phone] FAX [phone] DIVISION OF WATL6 QUA R,1111
SURVEY CONTROL QFt4 ( -
1
WWW.Ca e earen com ♦ �°�®
E p �' MONUMENTS
RCP REINFORCED CONCRETE PIPE
CID stor ral�r I'o �lo UU S C 1 P f 0
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CD CMP CORRUGATED METAL PIPE
co
Ln
TBM TEMPORARY BENCH MARK i
I
STA. STATION j NEW HANOVER COUNTY RECEIVED
�VA CAR
NORTH C AR O N A ��Q Qk�ssia �'. °� 0. DEC C 2000
SQL DWQ
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GENERAL NOTES:
s
1. DDENSITY DRAINAGE
TENTIONPO DS. PERMIT ED CONCEPT IT BY NCDEHNR (SW8 950109) �3 \P`(PRE BLvO
JULY 29, 1999. Ld
2. NEW HANOVER COUNTY SEWER SYSTEM AND CITY OF �� w
WILMINGTON WATER DISTRUBUTION (FORMERLY CAPE FEAR
UTILITIES CO.) z v
3. ALL ROADS TO BE DEDICATED PUBLIC. G v
4. SURVEYED NOV. 1994. z
5. T.B.M. RAILROAD SPIKE IN 14" PINE, LOCATED o
AT THE WEST SIDE OF COLLEGE ROAD 175 y
SOUTH OF WAYBRIDGE. �c
6. ORIGINAL BOUNDARY TAKEN FROM SHERWIN D. CRIBB. Q �.
MAP ENTITLED: JURISDICTIONAL BOUNDARY AND MAP \�
OF SURVEY FOR ALLEN TRASK, DATED MAY 11, 1994.
CC] 7. NO PORTION OF OF THIS PROJECT LIES WITHIN THE
100—YEAR FLOOD BOUNDARIES.
8. THERE ARE NO JURISDICTIONAL WETLANDS WITHIN THE SITE
PROJECT BOUNDARY.
i
_ LOCATION MAP
n.t.s.
SECTION "I 18R
CI
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— — =— 4 STORMWATER GEORCETOWNE
SUBDIVISION
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SLANDMARK DEVELOPt. KINC.
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WILMINGTON, N.C. 284Q6
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C„ ZONED R-15 (PERFORMANCE RESIDENTIAL)
PERFORMANCE DEVELOPEMENT SETBACK REQUIREMENTS: Scale:
20' SETBACK AT BOUNDARY PERIMETER LANDI\(AizK ORGANIZATION I"=200'
10' SETBACK BETWEEN SINGLE FAMILY WILMINGTON TOWNSHIP NEW HANOVER COUNTY N.C. Drawn:
u 200' 0 200' 400' ���9 �
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F � D CAPE FEAR s:
` k .\°t A "ete h t s Checked:
1 INCH =200' � ° ,� � � Engineering., Inc. � KDF
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SC 29"
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B REVISE PLAN FOR LAND PLAN CHANGE 12—II-00
{, _ � N EN HANOVER COUNTY I I
' A V. ROAD LAYOUT PROFILE:ISSUE FOR REGULATORY REVIEW f-29—qcl ���rs� k�r ,„ a � —"
REV NO. DATE NORTH CAROLINA
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5T PRIG A\
EX. SS MH 16 I ACCE S ECM T. I 182
STA. 22+97.90 `�
4.0' LT. 78R
g END F EX I Sfil 140 -------- -----_`
77 10" PVC SS TO
EX. SD H #23 PAVEMENT
BE ABANDONED
STA. 23+ 7.73 PROPOSED SEWER
9.12' RT. \ S RVICE (TYP.)
182' /. 15' LT EXISTING MH TO
174' / 14' LT SSMH 71 BE REMOVED
'rl EX. CI 39 EX. CI 37 � STA. 25+35.61 (SEE PROFILE)
O STA., 22+76.29 STA. ,23+56.29 3.41' LT.
12.0 LT. 12.0 LT. _ — 181
4. 7 24+00 �
-3 .. .__ - 201.4 LF 10 -- -_ — --
� .R 24
� - — - - L N GTON
- - � PROPOSED WATER EX. 8"WL TO BE
; , - \ _ SERVICE (TYP.) ABANDONED.
'� C 'EX. 6"WL EX. F' I ! I I EX. CI 38 95' 24' RT
I I STA. 23+56.29 / NSTALL NE FH AT
0® i 12.0' RT. LOT LINE.AND ABANDON G
E„ E 2 EX. 8 GV BALANCE OF EX. 8"
EX. CI 40 EX. 8 x 6° 11 i 1 EX. 8%6" TEE
REDUCER I WL IN PLACE.
STA. 22+72.29 81 R
12.0' RT, 96 \` { L.�.--- ii $ I' EX. 8 WL 180
FOR \ QNTINUATION
SEE SHEET C3
NEW HANOVER COUNTY NOTES:
I. SEWER GUARDS REQUIRED AT ALL MANHOLES. z
STAINLESS STEEL SEWER GUARDS REQUIRED AT _q
MANHOLES LOCATED IN TRAFFIC AREAS, O
2. 10' UTILITY EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS.
m N
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3. SERVICES SHALL BE PERPENDICULAR TO MA
IN
AND TERMINATE AT RIGHT-OF-WAY LINE. ;n
SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE. 50 25' 0' 50' 100'
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SCALE 1 " = 50' 1--10RIZ.
SHALL BE CONSTRUCTED OF CLASS 51, D.I.P. (SEE SHEET ER-1 FOR STORhil DRAIN SCHEDULE) 1 " = 5' VERT.
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SEE SHEET C3
--------1-F- 7T ----
II I �
95 I I E EX. 8"WL
t 82R 179
REMOVE CB
AND PLUG 173 8" PVC SS TO
! I I EX. SSMH #15 SEWER N ✓ERT OUT.
-i EX SERVICE BE ABANDONED
1� I FH (TYP.) S MH #70 133 15 LT STA. 12+50.61 EXISTING MH TO
EX. 8"GV i 6.26' LT. BE REMOVED
101+OIO -- -- - - � (SEE PROFILE)
1 1+00
94 i - 12+00
AK-
' - ---'-=-I -231-:3F13- - --I - - -- -I E- 21
6
6.33
TYNEMOUTH DR. �
FH INSTALL NEW FH 8 WL TO BE
147' 25' RT AT LOT LINE, PLUG ABANDONED
EX. 8"X6" TEE AND ABANDON j ALANCE OF EX.
Z t EX. 6"GV WATER 72 „
SERVICE 8 WL IN PLACE.
O , 8 3 R (TYP.) JB #35 25.79 LF
93 �� i 26 24"0 RCP
IE= 21.
' NOTE: CONVERT
EXISTING CATCH INLET
I TO JUNCTION BOX
NEW HANOVER COUNTY NOTES: ------ � ____
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. FOR CONTINUATION
STAINLESS STEEL SEWER GUARDS REQUIRED AT SEE SHEET C3
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILITY EASEMENT PROVIDED ALONG THE N
FRONTAGE OF ALL LOTS.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN
AND TERMINATE AT RIGHT-OF-WAY LINE.
SERVICES IN CUL-DE-SAC ARE REQUIRED TOBE
50' 25' 0' 50' 100,
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
SCALE I 1" = 50' HORIZ:
SHALL BE CONSTRUCTED OF CLASS 51, D.I.P. (SEE SHEET ER-1 FOR STORM DRAIN SCHEDULE) 1 = 57 VERT,
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__ NSW HANOVER COUNTY
------- , - - Y--- -- - --- A REV. ROAD LAYOUT PROFILE:ISSUE FOR REGULATORY REVIEW -2q-q° o,�p a ��-"
I _ _ - DATE rs1�V F Q;." NORTH GAROLINA
REV NO. DESCRIPTION i
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NEW HANOVER COUNTY NOTES:
I. SEWER GUARDS REQUIRED AT ALL MANHOLES.
UPDATED 12/4/00 STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
FOR CONTINUATION 2. 10' UTILITY EASEMENT PROVIDED ALONG THE
---- SEE SHEET C14 FRONTAGE OF ALL LOTS.
---- - -------
1 3. SERVICES SHALL BE PERPENDICULAR TO MAIN
AND TERMINATE AT RIGHT-OF-WAY LINE.
SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE
1 g 154 PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
I AND TERMINATE AT RIGHT OF WAY LINE.
V P`T�ON I 11 6"wL 4 SHALL ALL BECES TYING INTO CONSTRUCTED OF CLAILE SS BOND MAINS
F SW
R CONS �. -T
170
W
O '
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w- Y -.
EX. SDMH 21 84R 14 0' 1T+62.56 I 163' / 21' LT X. SSMH 61 I z
a 1 71 15+24.08 � � 130' / 16' LT
/ STA. 10+03.41 I I 1 1.0' ;
110.0' LT. 116' / 23' LT I EX. SSMH 62 I 56' / 23' LT 69 27g _ 153
EX. CI #34 STA. 12+38.48 / 20 L 22' LT EX. SSMH 63
235' / 20' LT I _ I STA 17+00.70
GRESHA R®• -_-- - EX. SSMH 64
EX. Ct #33 EX. FH - _ ___ .-_ _- 0 t - I� STA. 18+76.17
EX. 8"GV- �q+00 --- 15+0 +00 w�
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STA. 9+95.42 � -- ""�' � --.�___---� - -_._•.____-- - � � /S
5.0'RT. EX. 6 X6 TEE j +Op
EX. 6"WL EX. 6"GV it f
J _ § 31' 2 0' R T �, 10 6' / 2 4' R T (�
_ _ t EX. 6 GV 80' / 13' RT4. 138 l ti i 0 8+76 17
j I E . 8"x6" TEE I EX. CI 31
r
1 I EX. CI I S4 0' RT. 62.77 1 1 77i li,
;•� � t 152R
1 EX. SDMH #20 1 '
90 7-
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_50 ° '� j SEE SHEET C13
Ex. 8" w �
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FOR CONTINUATION
SEE SHEET C3
�1
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5 0' 2 5' 0' 5 0' 100,
SCALE I" =50' 14ORIZ.
-- (SEE SHEET ER-1 FOR STORM DRAIN SCHEDULE) I" =5' `�'ERT.
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NEW HANOVER COUNTY NOTES:
1. SEWER GUARD REQUIRED AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES
OR CONTINUATION FOR LOCATED IN TRAFFIC AREAS.
SEE COSHEET C12 SEE SHEET 2. 10' UTILITY EASEMENT PROVIDED ALONG THE FRONTAGE
-- C1O OF ALL LOTS.
I F 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND
I' TERMINATE AT RIGHT OF WAY LINE. SERVICES IN
Z I CUL-DE-SAC ARE NOT REQUIRED TO BE PERPENDICULAR,
� ; 118R BUT MUST ORIGINATE IN MANHOLE AND TERMINATE AT
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153 � l� EASEMENT � , � � •
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NEW HANOVER COUNTY NOTES:
I. SEWER GUARDS REQUIRED AT ALL MANHOLES.
STAINLESS 5TEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILITY EASEMENT PROVIDED ALONG THE Z
FRONTAGE OF ALL LOTS.
3. SERVICES 5HALL BE PERPENDICULAR TO MAIN
AND TERMINATE AT RIGHT-OF-WAY LINE.
SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE 50' 25' 0' 50' 100'
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SCALE V = 50' HURIZ,
(SEE SHEET ER-1 FOR STORM DRAIN SCHEDULE)
SHALL BE C)NSTRUCTED OF CLASS 51, D.I.P. 1" = S ' VERT,
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18"MIN.-10"� 8c SMALLER PIPE B BI i,`ti� 1 (DEPTH AS APPROVED BY ,c�r�J �� a �(DEPTH AS APPROVED BY --i-�n��n�^��^�� EXIST. ASPHALT PAVEMENT
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171 MATERIAL —III-III—III-I MATERIAL °�
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12" 29" 24" 16" 24" 11 " 24" 11 " 24" 24" 48" i - ---
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END OF CURB & GUTTER f �'S� 1 --- _ -- EDGE OF PAVEMENT NOT TO SCALE
NOTE. BASED ON 150 P.S.I. STATIC PRESSURE PLUS AWWA WATER HAMMER Q Q
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. b �-
EDGE OF f'AVEMENT ;_
WATER MAIN THRUST BLOCK DETAIL R=20' BOC ! I BACK OF CURB 5 -0„
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1. JUNCTION BOX TO BE CONSTRUCTED IN ACCORDANC
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ROADWAY STANDARDS 840.32 STANDARD BRICK JUNCTION BOX / / VALVE BOX W/ LID `�
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B REVISIONS PER NCDOT COMMENTS 2-2-95 "�� .. , � �` ��
A ISSUED FOR REVIEW 1-13-95 gay, * '"
DESCRIPTION r� �''
DATE st,; 4 NORTH CAROLINA
i REV N0. �A , F
CD JUNCTION BOX CATCH BASIN REVISIONS
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NOT TO SCALE NOT TO SCALE
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METER (TO BE FURNISHED BY OWNER) WATER METER (TYP.) 12" 12$)
_ I TYP. ELBOW
INSTALL CORPORATION STOP WATER MAIN --- 1 1 /2" MIN. BITUMINOUS PAVEMENT
*TEE 3/4" SERVICE LINEry
METER BOX PER N Qo
WATER MAIN CAPE FEAR UTILITY STDS. 0
3/4" SERVICE LINE K _ :• '! % ..�: •;t., *•,
TYP. NIPPLE \\/\\\/\\/\\/ /\\/\\/\\/\\/\/\/\/\/\/\/�\
1 " PIPE NOTE: CONTRACTOR TO INSTALL DOUBLE CHECK
0 *TEE: INLET SIZE = 1 " 6" COMPACTED ABC-
ti VALVE BACKFLOW PREVENTER ON ONE OF
THE SERVICE LINES
TAN DARD MULTIPLE BRANCH WATER SERVICES CO \ CRETU CURB DETAIL
ZNEW SERVICE LATERAL 3/4" -
/ NOT TO SCALE
NOT TO SCALE
RIGHT-ANGLE STOP 4" GRAVEL
I
NOTES: A
R/W 50
SERVICE CLAMP 1 . TYPE "K" COPPER TUBING FOR
R/W 40' .
12" AND LARGER MAIN SIZES.
2. POLYETHYLENE TUBING FOR 10" 3'-6" SIDEWALK
AND SMALLER MAIN SIZES. 16' w/5o' R/W 16' w/5o' R/W — — —
12' W/40' R/W 12' W/40' R/W 3'-0"
3'-6" SIDEWALK 10' CUL-DE-SACS 10' CUL-DE-SACS (TYP.)
SECTION 1/4": 1' 1/4": 1' 1-1/2" 1-2 BIT. PVMT. 1/4": 1' 1/4": 1'
2: 1 MAX. SLOPE �' _-1/4": 1 FOOT (TYP) 1/4": 1 FOOT (TYP) y 2: 1 MAX. SLOPE
WATER SERVICE L /�. TERAL DETAIL / //\\//\\/ ; �, � : ;
� \ \/\ \/� \'/�\ �\ 3
NOT TO SCALE �� �\\/ \ \ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \ \\\\ \ COVER
//\ /\//i./�/.//i//.//.//�//� r/ / / //\///` DEPTH VARIES
TREATED 4"x4"x6' VARIES (3 —o MIN')
LANDSCAPE TIMBER 6" COMPACTED ABC WATER LINE (TYP.) INVERT P EAN
o MANHOLE RING & COVER
TREATED 4"x4"x6'
LANDSCAPE TIMBER 2' MINIMUM SEE NOTE
SEWER LINE (TYP.) �
C.I. BOX
C.I. BOX 8c COVER BIT. PAVEMENT
� 8c COVER
& BASE COURSE
4' MINIti1�UM LOCAL COLLECTOR STREET
NOT TO SCALE
MAX 45° LONG
SWEEP AS REQUIRED GLUE CAP 2 -0
TO REACH OPTIMUM � ECCENTRIC
DE'-'TH 45' ELBOW CONE
45° ELBOW \LATERAL MANHOLE
f STEP
GLUE CAP -
45° MAX 45° LONG FRAME, GRATE & HOOD (TYP.)
RUBBER
SWEEP BENDS BACK OF CURB N.C.D.O.T. STD. #840.03B Q GASKET
LATERAL VARIBLE SLOPE ANGLE AS AS REQD. 1-7 C1
1 .5% MIN. REQD. Cn
! r �� X N N (TYP.)
r
0
MAIN
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Y Y � 0
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FAR SIDE SEWER N EAR SIDE SEWER _ j N z 6" 2 -2 6
SERVICE TYPICAL SERVICE TYPICAL
\ 3 —0, N
W
NOTE: DETAIL DETAIL ; _ _________ � .
Q
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CONTRACTOR SHALL VERIFY PRIOR TO N
�.. 15"RCP
INSTALLATION THAT ELEVATION OF SERVICE
WILL PROVIDE ADEQUATE DEPTH TO SERVE LOT X
NOTE: USE WYE FITTINGS AT SERVICE P L_ A !\
PLAN `o SECTION X -
SAN I T Y SE ' ER SERVICE
ME
L ;�, TERAL DETA1L_
NOT TO SCALE 5' MIN. DIA. Q 1'-0" MIN.
REMOVE PLUG N oo �" mEi (TYP.)
RETAINER GLANDS (TYP.)
M.J. 45° BEND (D.I.P.) -r — - - - - - - - - - -- ' - - - - - - - - - - - - - - - - - -- - -
5 MIN. DIA. CRUSHED �`� V` 'Y '1Y' ' �'Y`, f" r �".7' Y` _ 'Y
PRECAST MANHOLE STONE v 6„ —r
6„ 3,40„ 6" SECTION
STORM DRAIN z GROUT AROUND Co
PIPE , rRECAST CONCRETE MANHOLE DETAIL
o NO SCALE
L
CD
D.I.P. D.I.P.
Cn STAINLESS STEEL
w Q0 Date:
STRAP ,& ANCHORS SECTION Y GEORGETOWNE 1-12-95
O ® 1 —6" MAX. Scale:
`� M.J. 45° BEND (D.I.P.) >
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ONE JOINT OF D.I.P. LANDMARK ORGANIZATION AS SHOWN
- i' C U U B INLET WILMINGTON TOWNSHIP Drawn:
ti D.I.P. OW SHIP NEW HANOVER COUNTY, N.C.
RETAINER GLANDS (TYP.) ;
SWG
n NOT TO SCALE
ZhJ�G d CAPE FE/�F�
NOTE: i i �. n i tygYfl@ttq ✓ t= Checked:
CONC. BLOCKING PLACE CONC. BLOCKING SUCH THAT IT WILL c `' "` ` fY
�� �� ,
' / =, «k Engineering Inc. KDF
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„� ea� � '��� v saoNe.ce neort•e,swreo zsoNomcnu°nsr. Project No:
NOT INTERFERE WITH REMOVAL OF BOLTS.
.�', ' ` v .fin, Wilmi 9M N.C.284W www.capefeareng.com s-.m"b"g,sc 2esoe
S r= C TI 0 N CRUSHED STONES FAX AS9"' TEL 11
230-05
F RESUBMITTED WITH REVISED PLANS FOR LAND PLAN CHANGE 12-11-00
_ 9 — — E CHANGED WIDTHS ON LOCAL COLLECTOR STREET DETAIL 8-29-95
3 — — Sheet No:
WATER MAIN gc O O R I\/ DRAIN CROSSING B DIA _ COI � C 7 D REVISIONS PER NCDOT COMMENTS 2-2-95 ' "
C REVISIONS PER NEW HANOVER COUNTY COMMENTS 1-30-95 ��<�� " ' \ E W H A N 0 VE R COUNTY
D2
o B REVISIONS PER LANDMARK 1-18-95 ti «�m, ,k« °•"'
DROP MAUIHOUE DET y Ewa.
NOT TO SCALE ' — A ISSUED FOR REVIEW 1-13-95 ®',04 1/1 � «b NORTH CAROLINA
REV N0. DESCRIPTION DATE aasyr,: r
NOT TO SCALE REVISIONS or:
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