SW8210908_Approved Plans_20231031

LEGEND-
LOCATION MAP -�
( NOT TO SCALE )
MI = WATER VALVE
v�No.VV1M = WATER METER Brunswick ForestJ5�
C\O = SANITARY SEWER CLEAN OUT , o
. = INVERT
A 1____\ m
B!O = BLOW OFF ASSEMBLY N
BFP = BACK FLOW PREVENTOR Section
Residential
9A `
SW = GUY WIRE N ���� 116
�-
4B
uow
SWMH = STORM MANHOLE Phase 3 s
GT. = GREASE TRAP
tiiitgw-T:,,.,,F.,„= FIRE HYDRANT ASSEMBLYo2L4
I.S. = IRON SET u�
= SANITARY SEWER MH
LOCATED IN THE TOWN OF LELAND, BRINSWICK COUNTY, NORTH CAROLINA
= CURB INLET DESCRIPTION OF WORK: GRADING, PAVING, DRAINAGE, AND UTILITIES
= DOUBLE CURB INLET
4� = DROP INLET
OWNER: FUNSTON LAND AND TIMBER, LLC
=STORMWATER MANHOLE/JUNCTION BOX 1 007 EVAN G[LINE DRIVE
0 = TREE
LELAND, N.0 28451
Q = CURB RAMP
El = WATER SERVICE
C;r = SEWER CLEANOUT
►r = WATER VALVE i- \
GENERAL NOTES:
km = FIRE HYDRANT 1 \
I e ° // \ 1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
3 -=SIGN LOCATION 1 / AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
1 TRACT,D, /' s /
I OPEN SPACE/i \ CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS
I COMMON AREA '`,v
=LIGHT POLE I \ OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO
I
60.96 =BUILDING PAD ELEVATION i /4;N i `\ COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS
1 1 ( THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE
PROPERTY LINE 11 DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
A I, ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE
BUILDING SETBACK _ 11 ,/ A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
CENTERLINE 67 2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
AE (FLOODWAY)
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL"AT LEAST
ur
EASEMENT .>6 '' \ 48 HOURS BEFORE COMMENCING CONSTRUCTION.
RETAINING WALL • 3.ALL TREES WHICH ARE NOT REQUIRED TO BE CLEARED FOR
TRACT°C _„ „ CONSTRUCTION SHALL BE PRESERVED WHEREVER POSSIBLE UNLESS
•
COMPUTED PROPERTY LINE OPEN SPACE/ ; I 0:7-A41,E:RWISE DIRECTED.iii
;OMMONAREA ,NACE EAseMENr _� - _ - 4. ONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE AND CURB BOXES TO
EXISTING CONTOUR I -- a�\` / - ` - _ , - E INAL GRADE UPON COMPLETION OF ALL CONSTRUCTION,ANY BOXES
PROPOSED CONTOUR j �, +.�` % GED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
`�\ �� / / \� % REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
STORM DRAIN vv // -� I %
-.., ..� ., ,, \, FUNSTON LAND a TIMBER /' / / / / " , CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION
5. THE
\\ DB.1833 PG.180 ♦♦ / / LIMITED COMMON AREA DURING CONSTRUCTION AT HIS EXPENSE.PARKING AREAS SHALL BE
PROPOSED SANITARY SEWER \ ♦♦ / / EXISTING SWP / ////
/\ ♦ i / / / _ WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
s, 6.NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO
♦ / / / /
PROPOSED FORCE.MAIN \ ♦♦ �- "^ / / ,
\\ �♦ //% �� / // T_-` Vo/
WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE,AND UNDERCUT AND
\ ♦♦♦ // �. 1 I T- sr), _ \1 ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
/ /; I 1 T-- e a0 4
PROPOSED WATERLINE ♦♦ ` 1' 11 1 T s1°°' RESPONSIBILITY OF THE CONTRACTOR.
_.-.-.__ _._.-.-.- \V ♦ V 1 1 1 T---- stoor
I I 1 T-- s'co'
\,<#- �/� ��'�\ \\ / ' 1802 r 1 1801 I 1 I 1 1 1 T-- 5100.
i 1 I ►'-- �00 CONTRACTOR RESPONSIBLE FOR GEOTECHNICAL TESTING AS NECESSARY.
PROPOSED SIDEWALK ,\\ \\ � \ \ \ \ // �� 1 EL2213 cl 1902,I 1901 1 1 1 I I 1 T J --T-_..:6' e°0
L-23.22 ,
\ \\ \ \ // /� I 1 1 EL 23.22 1 2002,1 2001 I 1 I / 1 I T++ ,y,.; 7.EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS AT
\ \ \ \ I E. 28 1 v / 1 A \ i /� 1 I 7L.z3 zs I 2102-I1 / +s=
// I I 1I I 12101 1 /22O1
► 1ALL UTILITY CROSSINGS.
WETLANDS % - 1RI EL22.4° 1220230I / +1 _ 1 1 1 1 L22.,2 1 2 1 / � / 8. CONTRACTOR TO ENSURE THAT STREET PAVEMENT IS PLACED SO AS TO DRAIN
,y\ \ \ r � /' -'�- d. - f� - 1 1 1 ClEL22.12 oil 2 2301 / N
��� \ \ \ \ �I 1 1 1 1 C o EL:22.55 1 I / 8.
\ \ \ ' ' ---
----./". � EL-22 ,v w POSITIVELY TO THE ROADWAY INLETS AND CATCH BASINS.
00-+__ I 1 1 1 1 I 81 I / ♦,. \
V A. - �4___ s,oo I-- I 1 I 1 2402
s 51G' -4---_ I 1
,�' V • % �� - - R aaz �10,-�__- 1 I 1 1 I EL2276 / ♦ 9.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
ADDITIONAL UTILITY NOTES: I /
\ \a�i /. /mot A _ *-� _ �_ xcr 0'-I -s.cc'- 1-__ I 1 I /.
LIMITED \ / �� ---- _ - oo--1 __ t I / 2401 ♦� 10. THIS PLAN IS FOR SITE UTILITIES, GRADING,ROADWORK,AND DRAINAGE ONLY.
SEWER AND WATER INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH MMON AREA S\\ / V- ' _-4.---- �' --I--=1n0'_ _ e1°a•a--� - _ - s;0.- t___ / / ♦ \
y as.1r I__
WITH THE LATEST H2G0 SPECIFICATIONS. ' s`\ // a ^s- I 1 ----1--5-0-° -y- 51.00 - +� _ ,Q 2� j i \�5� -' 11.AFFECTED NON-MUNICIPAL UTILITIES SHALL BE CONTACTED AND PROVIDED
\ / i 1 I 1 1 1 -1-Jr - -� Y�� ♦! ° \ O WITH PLANS AND OTHER PERTINENT INFORMATION, WHEN FEASIBLE, TO
1. ALL WATER MAINS TO BE SDR18 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED ��\� // i� 1 I 1 1 1 I - y-_S oo �� 4\ ♦ \
\ / X 1 3101 s 1 I 1 1 I --f--_100'- _ -, Q``'\ i 2502 n COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT.AT THE MINIMUM
OTHERWISE ON PLANS. SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED. �,\\ /!ry i ✓/ \\ g; EL22a0 .1 3102 01 300101 3002 I 1 1 I 1 I B 0c• _�-51'00,- s,. -. \ y\\ `3'C2 i��1 Quo
"r 3202 I 1 I 1 f-- �< � THIS SHOULD INCLUDE AT&T AND DUKE(PROGRESS)ENERGY.
2. 3'MINIMUM COVER ON ALL WATER MAINS. ♦ \ / ♦ 1 i
3. LOCATE ALL METER SETTINGS 5'FROM LOT LINE UNLESS OTHERWISE NOTED. ` / / EL:22.22 •1 I I 1 EL23.C4 1 2901,I 1 1 I 1 -y \, a,\ /, 1
�,\�// / �` 1 I 1 1 1 «,3.23 12902 i I 1 1 I 1 1�`\ • \ ��� 1 12. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
4. ALL COMMERCIAL WATER SERVICE LINES TO BE 2"UNLESS OTHERWISE NOTED. °°-� 1 I I I 1 I =L:23.25 I 2801 GI "I 1 I i 1 ` \ \ 2501 1 APPLICABLE STATE&LOCAL CODES.
/ / 1 1 I I ► 2802 0 1 I \ 'C
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL. "- / ♦ __ 1 I 1 I 1 EL-22.3] 1 1 1 Eczaoz la
/ ♦ 3201 ----L 1 1 i 2701 o I I n 1 I \ >1 1 = 13. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
E_22.22 ` // 4i.33' 51.CO' j-- 1 1 I I EL:22.12 1 2702 0 l \ . `,, '1
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE DETAIL. .'`�• / ,� ♦ / a� 1 I wl N 1
7,,/,
zs` 50- --�- 1 1I 1 EL:22.12 12601 ,91 \ 21 -I THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED(SEE DETAIL). i °°•♦ Y s1 co-'L -.L I 1 I 1 E 22.6 1 2602 1 1 I I
0 1 I I I EL:22.67 `► 125.09'
T -1 O ADDITIONAL REQUIRED PERMITS.
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE `°. �� /' 1,0 s1.00-'L 1 I 1 I 1 I '.= I 14. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
ACCORDING TO H2G0 AND TOWN OF LELAND SPECIFICATIONS. lgr3o. `', ter/ 00-J'-----y--- 1 I I DRAINAGE
•,ro <oN,80lI `� �� - 5t.00•--�--- I I EASEMENT DRAINAGE TO RECEIVING STRUCTURES.ALL STORM WATER RUNOFF FROM
9. ALL MAINS SHALL BE INSTALLED,ADEQUATELY FLUSHED,PRESSURE TESTED, ,\6g� .... -- s1,>o.--I-_5,00_� I BUILT UPON AREAS(i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM(i.e. STORM INLETS
AND DISINFECTED IN ACCORDANCE WITH H2G0 SPECIFICATIONS, ,, / ti� (, .
THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER AND H2G0 SHALL 4 +•a OR PONDS)BYSWALES, OVERLAND FLOW,ADDITIONAL GRADING,OR
BE CONTACTED PRIOR TO ANY TESTING. ; `�`+ LIMITED COMMON AREA - LANDSCAPING INLETS.
10.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, s ���- t- 16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
TOWN OF LELAND, H2G0,AND THE N.C.DEPT.OF ENVIRONMENTAL �� .� __ _) A l REALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
HEALTH AND NATURAL RESOURCES. A PRE-CONSTRUCTION CONFERENCE _ ____ I I
IS REQUIRED. CONTACT:H2G0 PRIOR TO CONSTRUCTION . � �
UTILITIES WITH APPLICABLE AUTHORITIES.
\,,_' s2 17. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
11. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS: = yy CURB,ASPHALT, INLETS,AND ANY OTHER STRUCTURES INCLUDING TREES,
fr 8 OO.E� 8
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND I - , - �_ - - COLLINC�WCOD DRIVE�_ - -�- I_. - r STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
WATER MAINS. •
o>�Ouc Rici-o=wnv ¢ 4 CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
b. MINIMUM CLEARANCE OF 1 FOOT BETWEEN WATER MAINS AND w,,, . --
OTHER UTILITIES. v.:.,;_..�..:�._. . :i•,,.. s_.___...,:._ ..,....._ _-•,:.;,. __...•u__ ,
/ 18. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET NCDOT AND MUTCD STANDARDS
c. WHERE VERTICAL CLEARANCE IS LESS THAN 18"BETWEEN SANITARY -- _ G -1 BRA1NAGE ------
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER w^ s" EASEMENT '
MAIN,BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10'EITHER SIDE OF CROSSING. g'
d. WHERE VERTICAL CLEARANCE IS LESS THAN 24"BETWEEN SANITARY o o
SEWER AND STORM DRAIN,SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10'EITHER SIDE OF CROSSING. ADDITIONAL ADA NOTES: \
12. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
13.ALL STREETS ARE PROPOSED TO BE PUBLIC(BUILT TO TOWN OF LELAND 1. REFER TO 2018 NCDOT ROADWAY STANDARD DRAWINGS NUMBER
STANDARDS/N.C.D.O.T.PAVEMENT AND SUBGRADE STANDARDS). 848.05-848.06 FOR RAMP DESIGN AND DETAILS.
14. ALL SANITARY SEWER MAINS TO BE 8"UNLESS OTHERWISE INDICATED. LOT SUMMARY 2. ALL RAMPS RAMPS, HANDICAP PARKING,AND ACCESSIBLE ROUTES
15. ALL WATER MAINS TO BE 8"UNLESS OTHERWISE INDICATED.
SHALL COMPLY WITH THE LATEST ADA GUIDELINES
30 TOTAL UNITS PHASE 3 SECTION 48 NOTE: DELINEATED 404 WETLANDS LINE 3. RUNNING SLOPES ALONG AN ACCESSIBLE ROUTE EXCEEDING yo SHALL
16. TWO VALVES ARE REQUIRED AT"T"INTERSECTIONS AND ONE VALVE ON 15 DUPLEX UNITS(51'+/-X 125'+/-} BE CONSIDERED A RAMP
THE WATER LINE TO FIRE HYDRANTS. HAS BEEN APPROVED BY THE US
/7. A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" OFF STREET PARKING REQUIREMENT 4. 8.33°/d(12:1)MAX RAMP SLOPE
WATER LINES. 2 PER DWELLING UNIT(PROVIDED) ARMY CORPS OF ENGINEERS. SEE 5. MAXIMUM CROSS SLOPE ALLOWED ALONG ACCESSIBLE ROUTES:
ANDACTION ID: SAW-2007-00530. 2.00%
18. EINSTALLATIONEMES, SUCH AS SEWER,
UTILITY SERVICES,MUST ,OUTSIDE UTILITY MIN. DRIVEWAY 18X18'FOR OFF STREET PARKING REAPPLIED FOR ON 6-29-15 6. ALL CURB RAMPS REQUIRE A(4'-0")MINIMUM LANDING WITH A MAXIMUM
EASEMENTS, SUCH AS SEWER,STORM,AND WATER MUST BE INSPECTED BY THE
TOWN OF LELAND INSPECTIONS OFFICE. BY THE LAND MANAGEMENT CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00%WHERE
19. SANITARY SERVICES SMALLER THAN 8"SHALL HAVE CLEANOUTS AT INTERVALS I ADDITIONAL STORM WATER NOTES: GROUP, INC. " '� PEDESTRIANS PERFORM TURNING MANEUVERS.SLOPE TO DRAIN TO
OF NOT MORE THAN 100'. CLEANOUTS SHALL BE PROVIDE FOR SERVICE LINES j�J Op Z t 90 CURB.
AND BUILDING DRAINS THAT HAVE HORIZONTAL DIRECTION CHANGES GREATER PROJECT SIGNAGE , 1. ALL STORM WATER RUNOFF FROM BUILT UPON AREAS(I.E. IMPERVIOUS SURFACES 7. CONTRACTOR TO ENSURE SLOPES IN HANDICAP PARKING STALLS AND
THAN 45 DEGREES. AND ROOF DRAINAGE)TO BE DIRECTED TO THE STORM SEWER COLLECTION SYSTEM APPROVED ACCESS ISLES DO NOT TO EXCEED 2% IN ANY DIRECTION.
20. SEE 20181PC FOR FURTHER GUIDANCE ON UTILITY SERVICE REQUIREMENTS. SIGNS TO BE PERMITTED AND REVIEWED (I.E. STORM INLETS OR PONDS)BYSWALES, OVERLAND FLOW,ADDITIONAL GRADING NORTH CAROLINA ENVIRONMENTAL ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20
OR LANDSCAPE INLETS.
SEPARATELY WITH TOWN OF LELAND. MANAGEMENT COMMISSION SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH ADA RAMP
2. CONTRACTOR TO ENSURE THAT STREET PAVEMENT AND CURBING IS PLACED TO GUIDELINES.IF A RAMP RUN HAS A RISE GREATER THAN 6 IN OR A HORIZONTAL
21. INSIDE DROPS SHALL BE PROVIDED FOR ANY SEWER ENTERING A MANHOLE WATER AND SEWER TOTALS :
30"ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5'DIAMETER CONTACT:ANDREW NEYLON 910-371-3390/ DRAIN POSITIVELY TO CURB INLETS AND DRAINAGE STRUCTURES. k-et-e-- t O 13 t 1ZaZ3 PROJECTION GREATER THAN 72 IN,THEN CONTRACTOR SHALL HAVE
22. ALL FORCE MAINS SIZED 4"-12"AND GRAVITY SEWER SIZED 8"-15"SHALL CONFORM 12" WATER MAIN: 677 LF 3. FOR STORM PIPE MATERIAL AND INSTALLATION SEE DETAILS AND NCDOT STANDARD DRAWINGS 300.01 HANDRAILS INSTALLED PER ADA GUIDELINES ON BOTH SIDES.
AWWA C900 STANDARDS STABILIZATION TIME FRAMES' BEMC , SHEETS 1-3. FOR RIGID PIPE WITH LESS THAN 2'OF COVER USE CLASS IV RCP.
8" WATER MAIN: 1,343 LF 4. ROOF DRAINS SHALL BE SIZED ACCORDING TO THE 2018 INTERNATIONAAL PLUMBING CODE AND ALL
SITE AREA DESCRIPTION STABILIZATION LIGHTING PLAN TO BE AND SHALL CONFORM TO ANY LOCAL REQUIREMENTS PRELIMINARY PLAN
/ 1 8"SEWER LINE: 1,078 LF 5. ANY ROOF DRAIN LOCATIONS SHOWN HERE ARE APPROXIMATE AND MAY BE FIELD ADJUSTED
INDEX TO DRAWINGS Per I meter dikes, swa les, ditches and slopes 7 DAYS PROVIDED WILL MEET OR EXCEED AS LONG AS THE MINIMUM REQUIRED SLOPE IS MAINTAINED. E IVE PLANS FOR1) Date:
TOWN OF LELAND STANDARDS 22-147 } B R U N S W I C K FOREST AUG 3 04-28-23
High Quality Water CHQW) Zones 7 DAYS ` ( )/ ����
SHEET No. DESCRIPTION DRAWING No. Slopes steeper than 3: 1 7 DAYS `
1 OF 11 COVER SHEET and GENERAL NOTES Slopes 31 1 or flatter 14 DAYS ` Scale:
PHASE 3 SECTION 4B HORZ.: 1"-100'
0 100 200 300 BY'
2 OF 11 SITE PLAN All other areas w I th slopes f latter than 4: 1 14 DAYS
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drawn:
3 OF 11 Sand PROFILES ADDITIONAL NOTES TO CONTRACTOR.' mu N Emilmin
4 OF 11 PLANS and PROFILES NOTE WELL' MII MI = millAS
5 OF 11 ADDITIONAL PROFILES 1. NO ON-SITE BURNING.
6 OF 11 DETAILS AND NOTES ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN \\\\\�1111 I il��///// Checked:
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES 2.NO UNSUITABLE SOILS TO BE DISPOSED OF ON SITE. \\\ ,�N CARO %,/ OWNER: FUNSTON LAND & TIMBER, LLC AHG
7OF 11 DETAILS AND NOTES MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY \\ �. FES3��, </ , 1007 Evangeline Drive
U 1 OF U 2 H2G0 STANDARD UTILITY DETAILS ACTIVITY. 3. WORK AREA IS RESTRICTED TO EASEMENTS AND PUBLIC RIGHT-OF-WAYS AS SHOWN. Leland, NC 28451 phone:[phone] Project No:
O •
q- ti'••-
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY. 4. WETLANDS ARE DILENEATED AS SHOWN - Z:Q� 9�`•
U-2 OF U-2 H2G0 STANDARD UTILITY DETAILS THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT 5.NO SURFACE WATERS EXIST WITHIN SITE BOUNDARY = SEAL • -
DA1 OF DA2 POND DRAINAGE AREA RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS. 43166 -
DA2 OF DA2 INLET DRAINAGE AREA REV. NO. REVISIONS - \ Sheet No:
No geotechnical testing has been performed on site. No warranty DATE �.9' Q . HANOVER DESIGN SERVICES P.A.
is made for suitability of subgrade, and undercut and any required �,. \:�
replacement with suitable material shall be the responsibility Copyright©,Hanover Design Services,P.A.,All rights reserved. Reproduction or use of the contents of this document,or additions or deletions to this , / / ' \\` LAND SURVEYORS,ENGINEERS&LAND PLANNERS cruI
document,in whole or part,without written consent of the Land Surveyor or Engineer,is prohibited.Only copies from the original of this document, // •, H. \\
of the contractor. marked with the original signature and original seal of the Surveyor or Engineer,shall be considered to be valid and true copies. ///!/ 1 1111 \\\ 1123 FLORAL PARKWAY
5/ 23 PHONE[phone]
WILMINGTON,N.C. 02
/ AGRADYQHDSILM.COM LICENSE#C-0597 Cf.

, , s
L\FD1 ,,,- , .470 \
SITE PLAN
► TRACT"D„
OPEN SPACE/ n PHASE 3 SECTION 4B
1 COMMON AREA \ 1 \ 0
1 , / f`
f N
j { LOCATED /N THE TOWN OF LELAND
BRUNSWIfCK COUNTY, NORTH CAROL/NA
► �� DATE: FEBRUARY2022
4 IIN,
SCALE: 1"= 60'
111 r
\ �eF� ,, AE (FLOODWAY) SITE DATA
I r_ sy e0�,
\ <4 �, TL
PHASE 3 SECTION 4B TOTAL 16.28 Ac.
0 LOTS 1 thru 30 (# 1801 thru 3202) 4.70 Ac.
<>> \` RIGHTS OF WAY 2.62 Ac.
TRACT"C„ - <,� \ -
OPEN SPACE/
N f I DRAINAGE EASEMENT & SWP 4.16 Ac.
COMMON AREA l'1//'r n fl
DRAINAGE EASEMENT 4���. ��, - c2 ` / - - - _
:Pi
- L F •OD - '�A LIMTED and COMMON AREA 4.80 Ac.
S NI
- - EA AFl -` 7 QtOU RD T• R. I PHASE 3 SECTION 4B
e _ _., OPEC 72 950 EFF IV- _.E.MH ELEC. METER � � � ..,.•;;r..:��: � Pa ,.,,,:, ` - - • E :�20 _ DENSITY 30/17.41 = 1.84 UNITS PER ACRE
�`,, I G' / / I
EC O
�� / �� �� /% 1 AVERAGE SINGLE FAMILY
.11
\ / �� %/ fl LOT SIZE = 6,821 SF./ 0.156 Ac.
\ FUNSTON LAND&TIMBER ``' / // LIMITED COMMON AREA _ \ fl \ o
\ / / / `QZrn
\\\
`, \ DB. 1833 PG. 180 / / / // \m
\ // / EXISTING SWP / / // ��m
\ // // // / / ;/ T...�,51 °' S1. :e5'
' 9p f ' (TYPICAL LOCATIONS)
\r / / / / -T__00'_ 9p QG , WATER SERVICE
51.00'
\ \ /, // / / / 1 T_ 51 00, pp \ I co SEWER SERVICE
/ / ii
C� \ -\ \ / N 1802 r 1 N I I `"�``-.. T----_ 51. r T
/ \ Or � / / // \ \\ , / / o EL:22.79 N I I.' 1 I '��� 1-- 00_ 51 00' 1 ( 2202 __ -,,,,? Z
, 9 \ \ / a a•11E801 1 19 2 I I I I T _ so.rs' 60.0' a'+ J 1 w
I v<. \ \ / I EL:2 22 yr
/�� \ ` <y \\ \ \ // / i / �I o l EL:23.22 0, 2002N 1 001 I 121
1 mo"""" �� W�S J I I aG \ \ \ / I o EL:23.26 o i I \` 76, W\ \ \ \\ / / // // I EL:23.26 1 2102N01 I :I:
\ n unn wre\ \ \ ' I 1' I EL:22.40 P.' N I / \ 1 1 ,
I 0 / \ \ \\ / / --- I I o I EL:22.40 ul r I l
1: \ \ \ / _ " 48.42' -- -___ ' I I I a EL22.12 2301 fl ��rl N N W
' `� Qy.. :� �p \ \ \ i /� i ._. _ ..� _ _ 1 1 QI o2302 I 1 �\ W� ', 0 .� \ \ / E• 51.00 -_ 1 EL.22.55 EL 22 / �' 18 ZQ \ \ ♦ i :mes �+ +►.._ i
:510:
o I 55 8s o1 +1 I W. . �, °°�' ,- / • _ - - _ . I Q/ 2402 / ` H N 2201
1 + /Q \ i h ,�`' = �t �` _ m - - 51 °° I EL:22.7 / \ \ /
/ /J(°�L '� .i/ / > .•. .„-- � fie". _ -+- _S�PULIC �_ I /p �\ --- © + ©� - ®© ©�--
r\ / ,, 4 _ R GHT <y51.00, >�_ 1 rp \ ter. .., CAL CI C�� _ 51.0 - I /h`' 2401 SIDEWALK
0'
COMMON i REA \ ' ,,- - _51.00' < 49.1?
o�, \ / / I L_ _51.00' _ = q / \cs - C - RLINE
.,: ENTE
mm �
\ ,io.. „ / ./ //A I I L_ _51.00' pa = ej \ /�, ��� s�aeanveway crossings
6'
Y
0
.y N to - 1 �% �
\''r\ax / 3101 q 1 102 I I - _ .°°, \\ 2502 n
+ /� o EL:22.80 0 l ti I I -1_ SIDEWALK
I 3002 51 O° . . EL23.02 -1 10 TYPICAL DUPLEX SITE
\ /2,� />, /;, c 3001 �, I IF 1 I �- _51_02 '' \ ti ..,:. _ / 1 S?o
\ C?�+ j�L'�2�� �� / 3202 0" EL:23.44 ®Iis:i 1- EL:23 44 0 2901 1 I I \, - \ // OI - ` NOT TO SCALE
, -, EL:22.22 1 9 , 1 I 1\\\\
:< �0'��, ', / �^ P�s\ I I EL:23.25 q 1290E I -1 1 i 1 1 I \\ \ \ //`?.. 1 0. Tiro / / •
\ oo \ 1 1 I I I EL:23.25 0 ; 801 .-7,', 2802 1 N 1 I I \� \a ,� \/ 2501 1 m
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NOTES: , PRELIMINARY PLAN E I\E
1.ALL STREETS ARE PROPOSED TO BE PUBLIC(BUILT TO TOWN OF LELAND STANDARDS
/N.C.D.O.T.PAVEMENT AND SUBGRADE STANDARDS). LOT SIZES: SETBACK REQUIREMENTS:
2.STREET LIGHTS WILL BE CONSTRUCTED PER TOWN OF LELAND REQ.,BEMC LIGHTING PLAN. PLANS FOR Date:
3.SOIL TYPES ARE BaB,BDC,Do,Fo,Lo,Ly,NoB,On,PaA,Ra,AND Wo
(ACCORDING TO SOILS MAP). FRONT: 15 FEET(PATIO HOME DEVELOPMENT) 0' 60' 120' 180' * 04-28-23
4.SIDEWALKS TO BE PLACED ALONG ALL STREETS,NO WOODEN EXPANSION JOINTS. LARGEST LOT. 9,644 sf. 25 FEET(DUPLEX UNITS) _ _ B R U N S W I C K FORESTAY
5,F 10 FT.RE IN WIDTH UTILITY E BOOK 8 LOCATED M.B.ALONG ALL RNV'S, PHASE 3 SECTION 4B Scale:
8.FOR REFERENCE SEE DEED BOOK 1833 PAGE 180,M. 24 PAGES 237 THRU 240. � � �
7.THIS PLAN IS PRELIMINARY,NOT INTENDED FOR SALES,RECORDATION,OR CONVEYANCE. SMALLEST LOT• 6,375 sf. SIDE 10 FEET BETWEEN STRUCTURES HORZ.:1"=60'
8.Affected Non-Municipal Utilities shall be contacted and provided with plans p 5 FEET TOWNHOUSES
and other pertinent information,when feasible,to coordinate appropriate. AVERAGE LOT: 6,$2 Sf LOCATED IN TOWN OF LELAND Drawn:
scheduling and placement.At the minimum this should Include BellSouth
REAR. 7.5 FEET SCALE IN FEET: 1"=60' BRUNSWICK COUNTY, NORTH CAROLINA
NCNG, CP&L&BEMCo. SIDE STREET: 12 FEET AS
9.Refuse collection by private hauler. �111 I I I 1/
10.Handicap Ramps with ADA detectable warings at all intersections. HEIGHT MAXIMUM:40 FEET `� 7�i checked:
LOT SUMMARY , -N CARS' OWNER: FUNSTON LAND & TIMBER, LLC AHC
11.Site will meet all zoning requirements. `� .•• I�
12.All State and Federal Permits shall be obtained during final design stage. 3 �� i 1007 Evangeline Drive
13.This property is NOT located within a 100 year flood hazard area according 30 TOTAL UNITS PHASE 3 SECTION 4B
�Q',•pFESS/o�. /jG9
to Flood Insurance Rate Map Community ID# 15 DUPLEX UNITS(51'+/ X 125'+/ 2 Turned on Contours q Leland, NC 28451 phone:[phone] Project No:
3720219500K panel 2195K effective date 8-28-2018 ) 7-31-23 _ Z •;'Q .
14.This property is zoned Town of Leland PUD. OFF STREET PARKING REQUIREMENT 1 Adjusted W/L Label 7-11-23 = SEAL _
15.This map is not for conveyance,recordation,or sales. 2 PER DWELLING UNIT(PROVIDED) REV.NO. REVISIONS 7.-- 43 66 -
DATE ' •
16.Water service to be provided by H2Go. MIN. DRIVEWAY 18'X 18'FOR OFF STREET PARKING : 9• ,ti �` Sheet No:
HANOVER DESIGN SERVICES P.A.
4 2
17.Sewer service to be provided by H2G0. Copyright c,Hanover Design Services,P.A.,All rights reserved. Reproduction or use of the contents of this document,or additions or deletions to this \ ,i �N 7
18.All signs and striping to meet M.U.T.C.D.Standards. . document,in whole or part,without written consent of the Land Surveyor or Engineer,is prohibited.Only copies from the original of this document, �� / H.
\`�\� LAND SURVEYORS,ENGINEERS&LAND PLANNERS
marked with the original signature and original seal of the Surveyor or Engineer,shall be consldered to be valid and true copies. f ////I I I I j j1 1123 FLORAL PARKWAY
7/3//Z3 WILMINGTON,N.C. 28403 t w
F:WII\BForest\MASTER DRAWINGS\PHASE 3 SECTION 4\SITE SPECIFIC PHONE:TON N.C. 8 I
[e-mail] LICENSE 11 C-0597 Of:

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I I I I I I II PROFILE
NOTE WELL: NOTE WELL: NOTE:NO SURFACE WATERS EXIST
THESE MINIMUM SLOPES ARE
z 1)CLASS IV RCP SHALL BE USED WHEN NOTE:DELINEATED 404 WETLANDS LIN E
C9 p C-900 PVC IS TO BE 0.60% FOR 6"DIAMETER PIPE HAS BEEN APPROVED BY THE US
80'R/W _Z Z g COVER IS LESS THAN 2.0' FOR USED FOR ANY SEWERS WITH A 0.40% FOR 8"DIAMETER PIPE ARMY CORPS OF ENGINEERS.SEE SITE AREA DESCRIPTION STABILIZATION
Q PROPOSED FINISHED STORM SEWER ACTION ID:2007-00530. \\\IIII///
cn o> DEPTH GREATER THAN 8' (TYPICAL). 0.28% FOR 10"DIAMETER PIPE REAPPLIED FOR APRIL 2010 BY `�\ ����i
36' X W SURFACE CENTERLINEPer I deter dikes, swa les, d I tches and s lopes 7 DAYS AUG�I �� CA //
SEE SPECIFICATIONS FOR ADDITIONAL 0.22% FOR 12"DIAMETER PIPE THE LAND MANAGEMENT GROUP,INC. P . -(N RQ /
R WITH SIDEWALK WITH SIDEWALK W U-� ELEVATION INSIDE DROP MANHOLES SHALL BE A 4 �` 'i
PIPE SIZES,CLASSES AND SCHEDULES. H I h Qua l I tyQ' ••'' .SS • '
34'TRAVEL LANE WIDTH VALLEY TO VALLEY _ W (TYPICAL). MINIMUM OF 5'DIAMETER NOTE WELL: 9 Water C HOW) Zones 7 DAYS ` OFE Ip�•. /�j �i
3.5' 5' 13.5' 18' 18 13.5' S' 3.5' A DROP PIPE SHALL BE PROVIDED FOR SEWER MULTIPLE UTILITIES SHOWN GRAPHICALLY Slopes steeper than 31 1 7 DAYS �Y: 9�'•
NOTE WELL: ENTERING A MANHOLE 30"ABOVE MANHOLE IN PROFILE. DEVIATIONS NOTED AS SHOWN. Slopes 31 1 or flatter 14 DAYS 5:-.%::::::1-.111:1:3E1A61-6.3-.
-_MAX 1/4/FT. MAX 1/2/FT. �'1 CONTRACTOR TO ENSURE THAT INVERT. SEE DETAIL SHEET MAINTAIN 36"COVER AND USE DIP AT Att other areas wIth sto es flatter than 41 1 14 DAYS sF s�ca P ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN )_ __ _ - o u� out )STREET PAVEMENT&CURBING IS NOTE WELL: IT IS THE CONTRACTOR'S SEECR CON RS WHEN NOTREQEIRED.
__ SEE COVER SHEET NOTES. ` J 15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE, ALL SLOPESQ `cd r^i ca MPLACED SO AS TO DRAIN POSITIVELY RESPONSIBILITY TO ENSURE THAT THE MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY '� y ''• „y`` _
v w TO CURB INLETS AND DRAINAGE MINIMUM SEWER SLOPES SPECIFIED BY ACTIVITY, '+ �' ` \�SIDEWALK ** 1.5"S9.5A \'�8 ABC - -J SIDEWALK
&BASE COURSE ASPHALT fffi BASE COURSE &BASE COURSE STRUCTURES. STATE REGULATIONS ARE ACHIEVED.
'�//////lHi1��\��`
TO MEET OR EXCEED z TO MEET OR EXCEED DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
'7 /
GRASSED AREA W GRASSED AREA THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS,BUT /'"-/ 21�
NCDOT STANDARDS 0 NCDOT STANDARDS NOTE WELL: 2
2'VALLEY CURB1+00 1 50 RATHER, SERVES AS A CO THE CONTRACTOR IS RESPONSIBLE STANDARDS.
FOR ADHERING TO ALL
WETLANDS EXIST AS SHOWN NOTE WELL: CITY,COUNTY AND STATE CODES AND CONSTRUCTION S7ANDARDS-
**NOTE WELL: WITHOUT PARKING 1.All storm water runoff from built upon areas 1 Adjusted W/L labeling 7-11-23
PAVEMENT THICKNESS AND SUBGRADEREQU/REMENTS SO' R/W STREET SECTION NCDOT SUBDIVISION ROADS PROPOSED CENTERLINE 50' O' 50' 100' (i.e.impervious surfaces&roof drainage)to be REV.NO. REVISIONS No geotechnical testing has been performed on site. No warranty Sheet No:
MAYBE INCREASED PER RECOMMENDATION OFGEOTECHNICAL NOT TO SCALE ALIGNMENT STATION DATE is made for suitability of a material shall be the responsibility J CONSULTANT. PROFILE LEGEND (i.e.storm inlets orponds)byswales,overland flow, l 1 of the contractor.
CO L L I N G W O O D D R. MINIMUM C O N STU CTI O N STANDARDS Copyright©,Hanover Design Services,P.A.,All rights reserved,Reproduction or use of the contents of this document,or additions or deletions to this
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING * * SCALE IN FEET: 1"=50' additional grading,or landscaping Inlets. document,in whole
inalsi without writtennal consent of the Land Surveyoror Engineer,is prohibited. tobcopies from ndttheoriginalofthisdocument,
\jOWOODENEXPANSIONJOINTSDURINGSIDEWALKCONSTRUCTION 18'PAVEMENTWIDTH I ` ` marked with the orignalsgnatuaand oginalsealof the SurveyororEngineer,shall be considered tobe valid andtruecopies. \
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z z O COVER IS LESS THAN 2.0' FOR o ARMY CORPS OF ENGINEERS.SEE SITE AREA DESCRIPTION STABILIZATION
��
�D� USED FOR ANY SEWERS WITH A 0.40/° FOR 8"DIAMETER PIPE ACTION ID'2007-00530. � \\\`11 t I I I t ll��/
co O> PROPOSED FINISHED STORM SEWER DEPTH GREATER THAN 8'(TYPICAL). 0.28% `\ R / ,FOR 10"DIAMETER PIPE REAPPLIED FOR APRIL 2010 BY t CA
24' x Ir W SURFACE CENTERLINE ° THE LAND MANAGEMENT GROUP,INc. Perimeter dikes, swa l es, ditches and slopes 7 DAYS �� �( O� �j
WITH SIDEWALK f ' WITH SIDEWALK W O ELEVATION SEE SPECIFICATIONS FOR ADDITIONAL INSIDE DROP MANHOLES SHALL BE A 0.22/o FOR 12"DIAMETER PIPE Q' SSI / �'.
01 I I PIPE SIZES, CLASSES AND SCHEDULES. MINIMUM OF 5' DIAMETER High Quality Water (HOW) Zones 7 DAYS �*�. • 0 •'OFE Off'••4/
22'TRAVEL LANE WIDTH VALLEY TO VALLEY (TYPICAL). NOTE WELL: Q 9 -y
0.5' 5' 7.5' 12' 12' 7.5' 5' 0.5' ( ) A DROP PIPE SHALL BE PROVIDED FOR SEWER MULTIPLE UTILITIES SHOWN GRAPHICALLY Slopes steeper than 3: 1 7 DAYS _- �' SEAL `
NOTE WELL: ENTERING A MANHOLE 30"ABOVE MANHOLE IN PROFILE. DEVIATIONS NOTED AS SHOWN. Slopes 31 1 or flatter 14 DAYS 43166
"' '"4 fFT "'AXvz,FT MAINTAIN 36"COVER AND USE DIP AT =
" ' 1 CONTRACTOR TO ENSURE THAT INVERT.SEE DETAIL SHEET Al other areas w I th slopes f latter than 4, 1 14 DAYS
'��- '�-�" �'-SR�'-"�"'"'�`"-`� ) ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
_r' ... .. •; - - .\SIDEWALK
CROSSINGS WHEN REQUIRED.STREET PAVEMENT&CURBING IS NOTE WELL: IT IS THE CONTRACTOR'S \ / 15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE, ALL SLOPES % 1 4/
__ _____ _-_ _._-_•-_-__---- SEE COVER SHEET NOTES.-_ -- } r00i i M MPLACED SO AS TO DRAIN POSITIVELY RESPONSIBILITY TO ENSURE THAT THE MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY '• e r, • N`w TO CURB INLETS AND DRAINAGE MINIMUM SEWER SLOPES SPECIFIED BY ACTIVITY. M � \`SIDEWALK �&BASE COURSE **1ASPHAT w BASE COURSE STRUCTURES. STATE REGULATIONS ARE ACHIEVED. ''///frill lli►1007
&BASE COURSE DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY. 7/31�Z3
GRASSED AREA TO MEET OR EXCEED 1--
TO MEET OR EXCEED GRASSED AREA . THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS,BUT
NCDOT STANDARDS NCDOT STANDARDS NOTE WELL: 2 Adjusted plan view layout to include all of northern lots 7-31-23 RATHER SERVES AS A GUIDE.THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
2'VALLEY CURB 1+00 1+50 WETLANDS EXIST AS SHOWN NOTE WELL: 1 - CITY,COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
*`NOTE WELL: WITHOUT PARKING 1.All storm water runoff from built upon areas Adjusted W/L labeling 7-11-23
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS 50' R/W STREET SECTION NCDOT SUBDIVISION ROADS [PROPOSED CENTERLINEimperviousdrainage) DATE No geotechnical testing has been performed on site. No warranty Sheet No:
50' 0' 50' 100' (i.e. surfaces&roof to be REV.NO. REVISIONS is made for suitability of subgrade,and undercut and any required
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL NOT TO SCALE ALIGNMENT STATIONMN INN EINEM directed to the storm sewer collection system replacement with suitable material shall be the responsibility
RESIDENTIAL LOCAL ROAD P P Y
CONSULTANT CALVADA CIRCLE PROFILE LEGEND (i.e.storm inlets or ponds)b swales,overland flow, of the contractor.
MINIMUM CONSTUCTION STANDARDS ( p y CopyrghtQ,Hanover Design Services,P.A.,All rights reserved. Reproduction or use of the contents of this document,or additions or deletions to this `
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING / / SCALE IN FEET 1"=50' additional grading,Or landscaping Inlets. document,in whole or part,without written consent of the Land Surveyor or Engineer,is prohibited.Only copies from the original of this document, 11
marked with the anginal signature and original seal of the Surveyor or Engineer,shall be considered to be valid and true copies.
\NO WOODEN EXPANSION JOINTS DURING SIDEWALK CONSTRUCTION *18' PAVEMENT WIDTH* g
Of:

•�I- �`
ADDITIONAL STORM PROFILES .f
30 30 30 30 30 30 30 30 30 30 30 30
r..._____
�_ ! ! __ _� ! ! r---,---
SANITARY SUMMARY
------,
DN STRUCTURE UP STRUCTURE DOWN INVERT(FT) UP INVERT(FT) LENGTH(FT) SLOPE(%) SIZE(IN)
I ! MH1 MH2 9.60 9.78 44.22 0.41 8.0 OW co
! I { I I MH2 MH3 9.88 10.35 114.67 0.41 8.0 z
I f I I MH3 MH4 10.45 12.28 130.26 1.40 8.0 zST 5 ST-12 MH4 MH5 12.38 12.80 103.00 0.41 8.0•
25 _LL-_ 25 25 .. _ST-4_.._ ..ST-13 __ 25 25 25 25 ST-6 25 25 S 10 25 25 S 9 5T 8 25 MH5 MH6 12.90 13.94 255.00 0.41 8.0 lS3 ST2Mil
_.. ,__ ._�� MH6 MH7 14.04 15.29 303.24 0.41 $.0! MH7 MH8 15.39 15.72 81.27 0.41 8.0( MI I MH8 MH9 15.82 16.01 46.11 0.41 8.0 !1!„1�
tl �.J w 6
w z
20 _� 20 20 20 20 1 STORM SUMMARY W Z o
_ 20 20 11 ■ 20 20 ■■ -` 20 20 20
§ --- - �_ _.. __.._.._....._._ . �__ g -- DN STRUCTURE UP STRUCTURE DOWN INVERT(FT) UP INVERT(FT) LENGTH(FT) SLOPE(%) SIZE(IN)
ST-1 ST-16 16.23 16.50 92.00 0.29 18.0LLJ : -_
{
ST 15
{ I s I'O.00L I 0�$OL ST 16 ST 23 16.75 16.90 322.9 0.29 15.0 3
{ , III ST-1 ST-2 11.50 13.00 122.98 1.22 30.0
oQN u 18" 18" I ! RCP ST-2 ST-3 13.00 13.06 20.00 0.30 30.0 OCc
L • •GQ ° RCP RCP I. ST-3 ST-4 13.06 13.49 142.41 0.30 30.0 (()
15 ' 15 15 pC'� ---H
; •0 15 15 5 tP • ST-3 ST-14 14.06 14.20 43.74 0.32 18.0
H __ 15 15 15 15 15 15 15
$f �. _. -._. CO ST-4 ST-5 13.49 13.89 132.62 0.30 30.0
RCP122. o 0 0
98LE 30"RCP _ 0co
CO ST-4 ST-13 14.49 15.50 20.00 5.06 18.0
a0.30% @1.22% i cfl N o oo
cfl o
rco 6 •
ST-5 ST-6 14.39 15.45 356.61 0.30 24.0
IN rn co i- LO I- rn d i I o co c4 I- ST-5 ST-12 14.89 16.00 20.00 5.57 18.0
o 1.2 0 ao c• 0 I d D co ui I- 1 0• cy , c\J O • Z ST-6 ST-7 15.45 15.68 76.23 0.30 24.0
,- ,- CV o Z Z / 1 co ! I coM NO { NO ozz I � > CV - - O
cflcfl � $ co o . • � ] � > N ZZO { � > N - - O Z > ] > ST-6 ST-11 15.95 16.10 20.03 0.72 18.0
10 o� � _( 10 10 .,�._cra-1___-_ oo__H.-. 10 10 °0 ~� Z 10 10 E z 2 > > > 10 10 Z > 10 10 Z Z Z 10 ST 7 ST 10 16.18 16.30 20.00 0.58 18.0 w
`7 o o Z Z o z Z_O . x Z Z Z- II .Z_ - __ ____._.._. - ST-7 ST-8 15.68 16.05 121.62 0.30 24.0 Q
rn z Z o N - - O cal O 2 > > > I ST-8 ST-25 16.55 16.86 102.37 0.30 18.0
» ° � M I I 2 >> > 2 > EZZZ I I I I i
- 07 •° I Z Z Z Z ST-8 ST-9 16.55 16.65 20.00 0.51 18.0
-Z Z Z d- C 0 - -i - I I ! ST-25 ST-21 16.86 17.22 122.77 0.30 18.0
I o F.
O > ! I ST-21 ST-22 17,22 17.26 20.00 0.20 18.0
> > I z ! I ST-21 ST-20 17.22 17.39 56.54 0.30 18.0
5 LL'_Z 5 5 5 5 5 5 5 5 5 5 5 ST-22 ST-19 17.26 17.38 55.93 0.20 18.0
ST-19 ST-18 17.38 17.44 32.00 0.20 18.0
_____E_______________I
I ---ml ST-20 ST-17 17.39 17.49 32.00 0.30 18.0
!_ ! F---
I I ST 14 ST 26 14.45 14.80 95.18 0.37 15.0 „
{ I ) ( I
I ._-. I ST-26 ST-24 14.80 16.20 372.40 0.38 15.0 =
-0+50 O+t)0 0 150 1+00 1+50 0 150 0+00 0 0 0 50 0 0 0+50 0 150 0+00 0 50 0 50 0+�0 0+{50 0 150 0 0 0 0 a
0 L Horizontal Scale 1 :50 0 0 1 Horizontal Scale=1 :50 i 0 0 I Horizontal Scale=1 :50__ J 0 0 Horizontal Scale= 1 :50 f 0 0 Horizontal Scale=1 :50 1 0 0 [ Horizonta Scale=1 :50 I 0 0
Vertical Scale= 1 :5 Vertical Scale=1 :5 Vertical Scale= 1 :5 Vertical Scale=1 :5 Vertical Scale= 1 :5 Vertical Scale= 1 :5 a` ,
o�°
Eo-2
on
a
COLLINGWOOD WATER 3
30
30 30 30 T -I c
1 I I „2
_ ! T- F I
--I r I
- I-
__
I I I I I I ! I L C aN
25
I I I L I 1 I I ( ��
--k----
--,----- --1-----------t25 25
----t-- _ -----F-- 4-- ---i- -1 25 =o
ST-3 b
PROPOSED BADE ire
y �
ST24 I ! { ST-26 I I I I PROP SED GRADE (
I
I PROPOSED GRADE
q%
I I ST 14
(_ [ 9 N I I W
20 H20
20 i 3'MIN I I 3'MIN
s - 20 �$z
- 3'MIN - �� r.,
- I Ji r
I I
I I ! 12"C900 PVC W/L
-� 12"C900 PVC W/L
_ { EX. 12"WIL i �. .. ! 4 _
• I I ! Z 03
.__ TIE TO EXISTING i '1'2
15 43.74LF 15 15 12"W/L PROP. B/O ASS. 15 `-' F
. _ Crilj
0 37A10 18„P C_.._._ _ _ --
@0 320/ -m-4-
1 I I I ! i I I I I I
O € I i I ti r ? 14 d 0 i
w
ioi
- Z o Z o - D co co 0 50 D O 0+50 1+00 1+50 2100 2150 3100 3150 4100 4 0 5100 5160
6-To 1 6 I 7 1 0l'i' Lc)
10 - O -_ ,- - cxx o o 10 10 I Honzontaq Scale 1 :50
- Z Z f-2 > co i- z E -1 Vertical Scale=1 :5
� ZZ � zZO >-•
I II Ii(
I!L ! °
t
EZZZ U co
_ I J --1 pc')
W .o �
CO
0 50 0+00 0+50 1 D 1+�50 2+p0 2+50 3�D0 3+50 4+p0 4 50 ,To 5+.�50 CO .� e
0 1 Horizontal Scale=1 :50 , I I I_ I I 10 M N
Vertical Scale 1 :5 CC Qs Qs z
' j o a)a)
J
CALVADO CIRCLE WATER
Z
30 30
�T I I I I I I i I I 1
ILLI
I I CI I i _ I I I I I I I _ __ I . I
I I I I I I I -_ I I O d•• cr
tY Date:
L. I I I I I ! I I I I I I U 04/28/2023
25 W Q Scare:
- U HORZ.: 1"=50'
25
-4-- - ____-_ _
I PROPOSED GRADE ( �L. �/�
I I I I I i L I I W v J z VERT.:9"=5'
z Drawn.
PROPOSED GRADE COEr AS
I L._ ! I PROPOSED G I ADE I I I ? N I I v J
! I I -� I I I z CO (j Checked:
20 TIE TO EXISTING12" # 3 MIN _ '� AG
`` 3'MIN - Z�y T••�
I A 2.5'MIN Cover @ Storm Crossing I I 3'MIN �C �L �L. Project No:
€ g MIN 2.5'MIN Cover @ Storm Cros mg I 18"RCP m
I I. CI
_..__. :...... -.. -...,... . . _ _._ L._ j 18� ! I m 8829-PH3SEC48
i 8" 900 PV '
I 8"C900 PVC L i 4
8„C900 PVC W/L I
j 8"x12"Tee f _ MAINTAIN 1' llN I II I BENDS AND FITTINGS BENDS 4ND FITTINGS
SEPERATIO�J I
15 MAITAIN 1 MIN I (SEE NOTES AND D TAILS) I AS NECESSA Y I AS NEC SSARY
____ ._,.__ _.___ _._._ . .__ 8"x12"Tee
SEP RATION 30"RCPI -- 5'inin - 15
(SEE NOTES AND DETAILS) 18"PVC
30"IRCP I i 1 S nil I
(SEE NOTES AND DETAILS) I (SEE NOTES AND DETAILS) I ADD.
_
i {
0$50 0+p0 0 0 1+00 i+50` ' 210 2 3100 3+50 4+00 4 0 5++00 5 0 8100 8150 7100 7 D $ 0 $ 0 9+I00 9+150 10+00 10+50 11+00 11t50 12 00 12+50 13f00 13}50
10 ? Horizontal Scale 1 50 I _ ! i _ � -
1 i I __.. I I i 10
Vertical Scale=1 :5
___ --- _ ---- --- ____-_.___ PROFILE'
NOTE WELL: NOTE WELL: NOTE:NO SURFACE WATERS EXIST
THESE MINIMUM SLOPES ARE' NOTE:DELINEATED 404 WETLANDS LINE
1)CLASS IV RCP SHALL BE USED WHEN o r....„.0C-900 PVC IS TO BE 0.60/o FOR 6"DIAMETER PIPE HAS BEEN APPROVED BYTHE US
COVER IS LESS THAN 2.0' FOR USED FOR ANY SEWERS WITH A 0.40% FOR 8"DIAMETER PIPE ARMY CORPS OF ENGINEERS.SEE SITE AREA DESCRIPTION STABILIZATION
ACTION ID:2007-00530. `\\\IIIIIt1//�
STORM SEWER DEPTH GREATER THAN 8'(TYPICAL). 0.28% FOR 10"DIAMETER PIPE REAPPLIED FOR APRIL2010 BY � ®r, .. �"‘ C ��zi
SEE SPECIFICATIONS FOR ADDITIONAL 0.22% FOR 12"DIAMETER PIPE THE LAND MANAGEMENT GROUP,INC. Per i meter dikes, swa l es, d I tches and slopes 7 DAYS AUGU ii 3 2ti''''' `.,• -c CAR zi/,
PIPE SIZES, CLASSES AND SCHEDULES. MINIMUM
M DROP MANHOLES SHALL BE A High Qua l I ty Water (HQW) Zones 7 DAYS Q' 'FOSS/O4• .. ma's
MINIMUM OF 5'DIAMETER � O '•O ti•'••ti
(TYPICAL). NOTE WELL: Q y
A DROP PIPE SHALL BE PROVIDED FOR SEWER MULTIPLE UTILITIES SHOWN GRAPHICALLY Slopes steeper than 3 1 7 DAYS }: _ �=
NOTE WELL: ENTERING A MANHOLE 30"ABOVE MANHOLE IN PROFILE. DEVIATIONS NOTED AS SHOWN. Slopes 31 1 or flatter 14 DAYS '�'--- = SEAL _
MAINTAIN 36"COVER AND USE DIP AT 43166 '
1 CONTRACTOR TO ENSURE THAT INVERT. SEE DETAIL SHEET p ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN ,. _CROSSINGS WHEN REQUIRED.
All other areas with slopes flatter than 4; 1 14 DAYS
STREET PAVEMENT&CURBING IS NOTE WELL: IT IS THE CONTRACTORS / 15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE, ALL SLOPES S� AG
STREET , }'
PLACED SO AS TO DRAIN POSITIVELY RESPONSIBILITY TO ENSURE THAT THE SEE COVER SHEET NOTES. MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY ', �' '` •
TO
STRUCTURES.RBINLETS AND DRAINAGE MINIMUM STATE SEWER
TIOSLOPES
S ARE SPECIFIED
ED.BY ACTIVITY. � '///,// fit,\\\-,.\\\
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY. 1 1 I 7
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS,BUT /''/I 23
NOTE WELL: 2 RATHER SERVES AS A GUIDE.Tl'W CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
WETLANDS EXIST AS SHOWN NOTE WELL: 1 CITY,COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
1.All storm water runoff from built upon areas Adjusted W/L label 7 11 23
No geotechnical testing has been performed on site. No warranty sneer No:
50' 0' 50' 100' (i.e.impervious surfaces&roof drainage)to be REV.NO. REVISIONS DATE is made for suitability of subgrade,and undercut and any required 5
directed to the storm sewer collection system replacement with suitable material shall be the responsibility
= NI III Ell (i.e.storm inlets or ponds)by swales,overland flow, Copyright©,Hanover Design Services,P.A.,All rights reserved.Reproduction or use of the contents of document,or additions or deletions to this " of the contractor.
SCALE IN FEET. 1"=50' additional grading,or landscaping inlets.
document,in whole or part,without written consent of the Land Surveyor or Engineer,is prohibited.Only copies from the original of this document, 11
marked with the origin'signature and original seal of the Surveyor or Engineer,shall be considered to be valid and true copies.
Of:

TOP Or FILL TOP W FILL
-� to OF Fat. --I F TOP OF FILL Trip OF PILL SO, Ir LEXYBLIG PIPE H�j r TOP OF FILL Z
> F" X + I BILL OF MATERIALS
1< -_ �- MOM"
MEMI PiM 4m A< 11 SEE SECTION Y-Y FOR DIMENSION `�� COMMON CONCRETE ALT. BRICK ALT. ¢F3
mom LINE ^ N aI1pMM LINE -.-__.: N I J
MIIOaID LINE N �x"L Z MINIMUM LINE N -_� � L.>s H N C) 2 Q/m x 14 oOrrlmlt1011 *• 2 ell % oorrM0ation •* py O; LENGTH QUANTITY WEI64T LENGTH O WEIGHT EZ.M ¢ U
�.---__ pq M OEdNC LZN! A fi -4 7 •7 O
�"'T�s,l 1e _ l�ICI1r= W?Ins Hsx �„ - y1 y, ,ter` - -_ {� _ _
'I I ix'- ',err_ rsr,ax xn errr_ W Y.� wmN.,lsx _®1-ie,Ji= II = DIQNOTMr Minimum Oowr Wv4r� p gZ S9 6 47'7 WJaI-IZ
F C IHNaM 01 GaYer (}Net) DlsmetM Yinimm OOWr Mm%iMllm INimht Of Cover (fNtl B # 3 -4 18 3 -4 1 001n 2
r rn nr I 1"1.OS A rx° L He'll=-rlrs.rsnr _ „'- W 1 L (04) to 14 11- }Q i i QO�) (8a) i� 11 12 11R A W LL #5 2 B ib -0- III ¢
FIR KAOm r MIIOm H COiu1CT Arm 4 18 t2 1B0 204 18 14 8B iQS 174 Q84 478 < F N"L H = Z 0 -
T PRIM 1COMPACT �D ( I p y W • x WM is Arm r �� ~ 0 12 12 1 2 214 iQ 12 128 123 174 2A1 975 R z � #5 4 -p 4 -8 1 41 3 I- U ¢ O W
�.-. . '� �PIALLOF�Ir MF 7 a m �y,,••4 I • PQtgL 10 Ia wADm �y 1N 12 188 10 288 76 12 81 102 1M 187 228 IA p y H- W O J
•.;-•:: +::•: •.:•:::.:::.: :.:::. !-, •Pi:::ri: •. .. . •.. , ...., u MINN. IN j--� ►D oN - -- AQ�NF OF � I K OP O W Q1 14 118 148 Q04 21 12 M 87 1� 180 188 Y Y A H L S. 222.6 Q O CO ¢
�H,
:;::,'.:r'•. :• fflN
I G L$,ny� '„�r1 - 1N = :;is+t:':.;.:'-:'•+i:•'• :• - LE _ FILL pa 12 100 12S t7S 24 12 SD 7S tOS iS8 1,ice o + I o.Be
I.O. /e M. - ,rl,r {���M�N 1 • ' • 31xsn •'rm rTi " x
MIDI' LMM TIYM N I.D./a MIN. �n,a n, E?,a�, _ ,N ix-r, M' ' uI�O. mN. �' H 80 12 78 100 144 27 12 87 86 128 181 :> E N LL LASS SI YAR _p_ Z H
T} - _ F-p FRAME AND GRATES - O•gi W 0
♦ r NOT Lmm TYMI N PER PODT a< W "' -u _rn-1 l� = rN ,, , WTu x C I�DT./ ,NUJ •,,,nr :. , J �'d _ • �� Ir TM 0 0 80 /2 86 8a 117 102 80 12 80 86 T11 188 x 6F'* L -o- 0.91 I-
C I.D./M HEN. ! rN Jll� _ ,N�x 1NMI
N0F LAM 1[My 4Q 12 88 al 187 180 ileon ME 12 80 T1 ME 718 x , . 2
NDIM T#6 a4. 1t• • Nb[ LEM THAN r - 171 Faor aF •N' -, _ -, 0
mMx N• « a.N. « a' 1m• ,a 12 48 s, M7 118 tSB 42 12 aD 78 88 a I'll
NORMAL EARTH FOUNDATION N WIREWm Br BIM. mOMI • a' O.O. + Y 84 12 64 77 100 128 4S 12 10 S 1 04 W Y S N WALL/FOOT T - 0.14
ROCK FOUNDATION NORMAL EARTH FOUNDATION Am OMOCTED BY E . SO 12 88 00 111 S4 12 46 60 74 " BIN UBI Y .S IN WALLIF T F XEI T 0- 0.34
PIPE YN TRENCH UNSUITABLE MATERIAL FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION ee 12 B1 100 Go 12 Bo G2
I AR NF STEEL I T OF H IGHT a 47.6
TOP a PaL m aF FILL
PIPE IN DRENCH 72 1z 74 B1 0S 12 B1 N I-
lOF W PILL 1'OP OF PILLTO OF PILL TOF OF F711 73 12 81 72 12 41 W
=�' 64 12 M "C" VERTICAL BARS J W
to
47-'.
�- Oo 29 D= "E" & F HCRIZONTAL BARS Z F
p b •• FOR DIFFERENT CORGMIATIO S AND ARCH PIPES REFER TO IS D=b ~
_ �- g � ROADMAY DESIGN MANUAL OR MAXIMACTURERS SPECIFICATION. STRAIGHT BARS - w= IL IL ❑
O.D. ' N NTH. O.N. -_BIN. OyN MIN. 0.0. �ml. O.D. N MCI -IL ! N N ��1 N :J X � v O I.7I�]�-- �QD, M1NDLIME"'.-Eq,,0a­-,,
,, a11Mi1D LtNM - °A--�LnM ° d REFER TO THE FOLLOSIMS FOR PIPE SPECIFICATIONS M Q cc PLAN %, "A" & "D" BASE BARS 84y' �, CC Q
/ -L mROMID LnM Z_x, rr' - amRmITILE n, I _ M LIED ♦+'N i!-MEDT[XRL! O !, I�PE (M1nimOm full) Q' for pipe diwtMra >_ iQ" and < 80- WESSPACINO ANO FCOUNT flA U9,�Osever 0 Ym..._..D. HIM. 0.0. BIN. 0. CSP - AAGRO M88 g..: ,r�x,=_nra_m ' - oa11 AFte1 = - = 0. _ -, „�,n-, -n u�. r��r,=r a = g ( e fill) PVC AM F1i4S or MMt10 M804 BY2" BEND < W Q
LU
' , a u 8 , HOPE - AABNTO ■MQBME4 " RADI
_I OW AA01TO (5bn� SE BARS -,
,•, p - (Maxima 2V for diameters s 24" "' 12" coNc. r
AFTlII �- ION 70 Q �'-r r 1a1 n1 m1xsl-rr' __r1° MALT pLAcm 17' for pipe
OMa�Aor :: • '•' :;i:, : 0 b 2" RADIOS -► 117" BRICK ❑ p LL
MI6 IN PLACED I.0- BIN.MAOM/IT OP - qQg --{ ;: •. :: ':' a FaIOI TO .,:: CHIP : 'f 'Y ; �'I Pt.(m dimaMtmn t 80" Md s SO- .
& PR1011 TO NOT LIED 'RIME N �FILL ulBrr= rr '=l r� s rn x-ul nr O •• LI.D./e IQN. RAT OF 4CANC._I_IPIA•On
MWIn OF Ir , I.D. WIN - - 7 CC d m NOT I= •INS N nr�„=n,� ram, , �u-_r, FI n� = n M'11 -_ ,ran � C PVC . • (Minimum fill) 2' for pipe diwters t 12' and S 38' NO, : FILL HEIGHTS 8NON1 WERE CIIL.GILATED USING � d � I I - BASE BARS ex BRICK C, a W
CID. ° IWir"/ice n o a• , L EDT T N m1. o.o. m01. o... w mm �j b I"/ COMPACT AIM D « 1.0.14 at". I.o./E MIN. - �N pyHNp� °� ►'I • (Maximum fill) 80' for pipe diameters t /2' and -4 SS- AASNTO LRFD GRIDOE DESIGN SPECIFICATIONS p W Q
Fem PNOT Tf 2 n(�. M pI18 PLACED NDT imp 11W a• * NOT lm1M THAN a" MLI, 0.0 ON. O.D. BY mmLMER 6 (5 � d = `� CORNER BARS ❑
NORMAL EARTH FOUNDATION ROCK FOUNDATION + y -J FLAOMMNr O a TOS • Fm mu l: V F ¢ e V MINIMUM ONO FOR ALL SIDE OWN PIPE H � GENERAL NOTES: z � O
INii 2 NS LL PSL NORMAL EARTH FOUNDATION ROCK FOUNDATION i NO! 7�iNI1In + y FILL HEIGHT I8 MEA81E1® FROM THE TOP OF THE PIPE IN ACCORDANCE WITH THE BTAIOANO SPECIFICATIONS cc HS J -USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX. < Z ❑
UNSUITABLE MATERIAL FOUNDATION Q UNSUITABLE MATERIAL FOUNDATION B& TO THE BOTTOM OF THE PAYMENT STRUCTURE J H- p R
IT-
P V > O Q - g USE CLASS W CONCRETE IN THE WALL CAVITY FOR REINFORCED cn z
Mew NOTE: RY°,I® PIPE BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. IC 0
pp Or0yLIMAyy�L� 00lNL BD1M; VI o� -CHAMFER ALL EXPOSED CONCRETE CORNERS 1". r a ¢
I.O.. 11M aA1(Imm IIOHOmONML IIEIOE OS/1E7E1N DIeMIO1. WMI pI0FE1LYEBmlO'ILL®n11 � L IPc alll�v,MO xTm I N - nM rAmlr LgmlmNrAL nmloQ Dr,ETa N>IYIaIpI Tm I�w aMI ''EDP ►� aIL+�T TM �t'MIT M�a o " -USE FORMS TO CONSTRUCT THE BOTTOM SLAB. Q W "
Iml o �r eAmo'iLLED Am coram mN AT IrNltt a P aF AIVIl mvarAL. RCP - • (Minima fill) V for CUsm IV & CLASH V x -IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION p m
� 2' for Claw III & Clams II REFER 7'0 THE FOLLOWING FOR PIPE SPECIFICATIONS _ 1, PROCEDURES SHOWN BY STD. DWG. 840.00. Q
0.0. - IN MOIMM HMUWTA. MINIMUM OIAm1MN DUE MIM. NWMKINE OF FIK O.D. -TIE mAXdm MOIIIONTN OIIIaiOE DIAmIMI DI�ImW. MmmaLDE W PIPE
a. -PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN 0 V CO
N - 11 E FILL NMIWT M9IM = VWZC"Y AT ANY Fount ® IBM BAmMtLL. ONTEDDIL CAU III ON =A N 1I, True 1 • (Maximum fill) 10' - oleo II pipe SOP - AAGRO M170 w m Cr Q
LIEU OF BRICK MASONRY CONSTRUCTION. N
21Y - CIE" III -INCLUDE REINFORCING STEEL COST IN THE UNIT OR LL
AIONe 7N6 FIFE P110M 71M T4► OF THE PIPE TO TIME TOP ADM Am BmM mP11INM.nM. VlRTlOALLr AT ANY IODM ® MMaWI BAC171LL NMIYiAL CLAM ILI DA CLIW is, U
OF THE MMLIIMaWIIT AT THAT POOR. ® OF TWO
M PilE FORM 1TE I P Or TM P]N'! WI M TOP BEIM mpmINMSE. i
APFSNIIED EDITAMm LolAll. M70MAL. NP 7,m RMMMaMEMT AT 11MT Fong. SO' ' Class ri pips LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". LL ¢
® APPROVED SUITABLE LOCAL MTmOAL AQOVE SPRDMLDE. 40' Clm V pipe -REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE. 0
® TAM CAM TO FILLY COMPACT NNMNW IDm OF PIPS WAG LL. _ LL
xLarm nl=_' URDf1UMWI eAalll MTEIIIA. TAIa Ow 1a nu.Y CONVICT IImNLCIL mOIM OF FIIPe BADaP1LL. rExLs w=_, LMOt/1ummal WIN lKrvm4L NOTES: FILL IEIBNTS 8110M1 WERE CALCULATED USING -CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
..� }�;+ �q IODRM.r 10 NLMNT MTNNEA. CLAM III D TH II lrPa 1 (For fills > 40' 8 < 80' We WPD Direct Design Method) AAGOD LWO GRIDOE DESIGN SPECIFICATIONS L I WILL BE PERMITTED.
F0a FIA OMMINM. O m Am WaMNILL WILL pIl� MMUIWITH T MATERIAL 24131 OLANDEXTEL v OR VI P011 Pa1NDAE OOMITUOIImO. MMVMMAIm Fq�l Rpy OMA2%:!EWOIEwamp�ilW p�=11 pWpEA�N PI>T� T� + MMJCT MATERIAL MAN r W VI FOR PMNMATMY CODTTMM l Moil"'', -CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
IAIOCMIDim M FIM MVITma AO OACMFILL WILL WITH TM ! ®IE%IILL Al Ont101m W THE EMenMml. "300.
INLMMPWM AlPIPE MMTIM AND BAOVILL WILL tllll rrre a MDIEXITLE AS DIPWM 9Y THE EMIDER. * FILL HEIOIT I8 YEA8IQIED FRO• TIE TOP OF 7}E PIPE 81EfLT 8 OF 8
/EOOMPLLM NRMAIOiIDN. SHEET Q OF 8 1P YINLESI COVER FOR ALL BIDE GRAIN PIPE STANDARD SPECIFICATIONS.
AOOONMLxW NM�AOTTON' TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACC=ANCE W17H TO STAIEARD SPECIFICATIONS �vIII ��II PLAN F BA E_ -PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS
��.� °FO®° ®II SPACED 12' ON CENTER AS DIRECTED BY STD. DWO. 040.66. SHEET 2 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. 840 - 35
S'�j a >- BACK OF CURB GENERAL SEPROCLASS
ALL CATCH BASINS OVER 3'-6OUT. Z O
¢ 0 3 ME A D NOD O} 3 ,--1 Co *STD.640.02
6" Ems( s' s" 4 s 4 '-"OHV to.' X: • B P vA a ON CENTER. USE STEPS WHICH COMPLY PITH STD. DRAWING 840.66 ¢ate DETAIL SHOWING TYPES OF GRATES 2'_113/" 2� Q¢� STD.CURB
EXPANSION JOINTS 0 }. S D.NO. 8a0-03 USE CLASS "e" CONCRETE THROUGHPUT. ��jj
AL
z = Q L WITH sr2" DRAWING OR 04 �" NCDOT CATCH BASIN
#a BARS °V" LLJ P:,p';,•a BAR DOWELS AT zs= USE ACCORDING TO WATER FLOW. 1%2" I z0=U SECTION
STD. 840.03 FRAME d Z y :... :., ;. y 12 CENTERS A6 DIRECTED BY THE ENGINEER. W J O FU-I '--' O C7
T-MUAL PA ,E GRATE & HOOD O O O = -•' . • USE FORMS Z YPE G 0 J a M z
T - 1 %2" � 11i¢' ¢ -<-
,•• A - FOR THE CONSTRUCTION OF THE BO-TOM SLAB. O O � x O Z
3" U OLL 2 :! m _ a. IFREINFORCEDCONCRETE PIPE I3 SET IN BOTTOM SLAB OF BOX, ADD TO SLAB LU Cr LLO = T W Q LL 6"
¢ - M AS SHOWN ON STD. N0. 840.00. Q TYPE "E" TYPE "F" p A T ¢ = 6"
o - g ¢ cD 1 r 9T,8" FU¢ocD
°, == O 11J ,•p 6" ',0 6" . USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. IQ- 2 F- Z w `r Q x F' ;E - -
W J o • u:. '.e FOR B'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER OOl- 0 O J �T Cn H- O W
T „
19
R : N R M = w I O O (n Q - 8'-0" TO 16'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST ¢ O Q ¢ W J N 6 N TRANSITION EXPANSION
I-•-- ' "b ' • . - o• QUANTITIES ACCORDINGLY. (>: 0 t7
�� �< e'-a z H1 . •.• ,. ...... f.. o v� nn a ¢ 1'6„
.< Q PLAN CL> •-•- z�Q y-WATER FLOW SAGS WATER FLOW -� 000 Iryl THT
9/8 Z':> SECTION JOINT-aP,-
m y m N ~ H .'a'-' e• :. CONSTRUCT WITH PIPE CROWNS MATCHING. > �fU
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES ❑ PLAN F,
m < u. < IJ•1 X T 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". 4.CL
To ' w TOP ❑ DRAWING NOT TO SCALE. ❑ W z 10'TAPER 10'YAPER
_ ELEV. TOP ELEVATION SECTION X-X
B 1/2„ � ❑ F .J *T-1 1/2"
M GRADES 2N AND UNDER USE ON FLAT EXPANSION JOINT 1 � O' v PLAN VIEW
DEPRESSED GUTTER LINE 7oP ELEVATION
1 Y2 " �8" W O J
FRAME RATE AND HOOD STEPS - STD. NO. 840.66 Ij H W t� FRAME, GRATE AND HOOD
xCJ EXPANSION JOINT 3 m S E STD.NO. 840.03 STEPS - 37 N0. 640.66 1 SECTION B-B W W Q
PLAN OF TOP SLAB SECTION S-S 6 `° A .: 6 T P ELEVATION I z � IL NCDOT STD. 840.03 CURB
d:: .. 13/ ' 2 / Lam-- t7
ELEVATION = ED
Ir 4 4 -1 L9 NORMAL GUTTER FLOW LI E
NORMAL CURB AND GUTTER ON LIGHT GRADES O Z :. 0 + o g o . . q O Z -'- WATER FLOW -�- SAG ---- WATER FLOW -+- p (-y
M d,• 6, f .r ,W-. .�, d . E' LL I-,r LL Q DO FRAME 8 GRATE...............................................................
z N _ :o: B 'i ,: U N SECTION A -A U s: -------------- --- -------
NORMAL GUTTER LINE r-I Q W ' •!'''>' '0•- . -- 0• �' T o E+I :p z Z = .
,Tp-''. ..:: v:: :::v::::.:T:..:::::.:.: -:::::: ::: :r
EXPANSION JOINT � Co CL *1 d:. - OctQ W 1-H L"i U I I:.:: �:. ... .:. ... ':OPENING ::::::: .: .: ... ::.�) I
6" FE #8 "W" BARS #4 BAR Top ''-' I I s" - G :. m a TYPE - E H
ELEv. Q a SECTION Y-Y 6^ et'�.:
- 6° a" Q TYPE "F" TYPE "E" TYPE "G" �' Q I I----------------G I
USE ON GRADES OVER 24 = i �?. '! ¢ = d q Q � U I d I i I DEPRESSED
@ EQUAL SPA ES ❑ ;•o,D e, D :: ❑ 0 _ RAISED FLOW ARROW p GUTTER
p DEPRESSED GUTTER LINE In °'' C• ❑ H It Tr 3 i6" HIGH 23�.I ❑ ^ = I I BOXES TO BE SIZED PER I
,o" 6'-0" ¢ Q VARIES r �' ¢ Q In RAISED FLOW ARROW 2/4" . N) Q PRECAST I I I I
EXPANSION JOINT Q RISER HT. I'•a. -�
�„ I t o„ MAX. ❑ e„ ,;,.a.,•.;' ,< CU O%s" HIGH O QWz C BASIN jI (INCOMING AND OUTGOING) I
1 P-=-I z W= 6 - 7- r'. z = D � J
z B Q CATCH M= I I I I_
t::::::: SECTION J-J o Q W °o I- BASIN Q PIPE SIZES
DOWEL ELEVATION co W ~ ;N'd WHERE 30" TO 36" PIPE IS USED j ~ ~ O ��,,jjjj _ 11/2" F' CO J I I F dl
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES CC N :1, SEE NOTE I SECTION co W - -LIL -� a) z Q IL I I I
>- r WHERE 42" TO 54" PIPE IS USED >- 1= N � O "j W
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT, H, WITH NO RISER * Q (.) WHERE 30" TO 36' PIPE 25 USED Q (.7 r 11 >' ^ W I I I
DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS A O RISER HT. 3 Z a O 1/8r' W W O y I 'I I I OUTLET
PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BAPS-U BARS-V BARS-W TOTAL TOP BOTTOMrUT.CO" ONE PIPE Q VARIES -..-'.•.:. o ® 13�" PIPE
OR MINIMUM ' '•
D A B C G H E F N0. LENGTH N0. LENGTH NO- LENGTH LBS. GLAD SLAB Ex N C.M. R. C J d;• > J V n QO __ _ _L _ L _ _ _ c 12"3'-0"2'-2" . ._ 2,-g�, __ ._ _. __ __ __ __ -_ __ __ 0.235 0.772 0.015 0.028cc B M .e'.d;::::v.,d.::.."'.•d.::::e .s. M ¢ 1/8iTlj-�8"11/2rrR ¢ ¢ I - I
P
15" 3'-0" 2'-2" 3'-0" p.235 0,529 0.G23 0.036 •:° :•�. 'a• 1�2n 13/''1-I T 1/8" LL' 0 _______-_1 �-J
181, 3'-0" 2'-z" 3'-3" 0.235 0-887 0.033 0.049 • . 0, A C A 2'-113Z 2'-113/" U- SEE NCDOT STDSi--------�----------
:.
r
852.05
2a" 3'-O" 2'-2" T-9" 0.235 1.001 0.059 0.085 . ;e
30" 3' 0" 2' 2" 3' 4" 4' 3" 1' 2" 4' 0" 4 ,' S" 2 3' 9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 ,!• LL d;: < I• I 1 �2 11/iz "_ I �B' 840.02
36" 3'-0" 2'-2" 3'-1tl" 4' B" 1' 8" a' 0" 4 1'-1 t" 3 3' 9" 3 3' 9" 43 0.161 0.358 1.714 0.132 0. 178 :•i f. LL .s m •T. I"'- I- B4O.O3
-�j SECTION VIEW FRONT SECTION
42" 3'•0" 2' 2" 4' 5" 5' 3' 1'-5" 3'•2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 WHERE 42" TO 54" PIPE IS USED " 1 2rr FOR FURTHER DETAIL
48 3'-0" 2'-2" s'-0" s'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.14s 0.352 2.05 0.235 0.317 T: `:'4`: d•'.':'.:T•rI t.•a?:;.•?:;r'bp•,::;r•:;p•'' 13/4" SECTION A -A � �- 7 *USE 2'X6' DOUBLE INLET OR EQUIVILANT IF LABELED IN CHART
-•
.:;•
s4" S'-0" 2'-2" 5'-7" 6'-3" z'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 z.3e7 a.zs7 o.a01 DETAIL SHOWING METHOD I /8rr ' +
SHEET 2 Of �2f OF RISER CONSTRUCTION PLAN PLAN SHEET 1 of ref TYPE - F M\I SECT-LOJN A -A SHEET 2 of 2 PRECAST CURB INLET
- RISER HAS .226 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840. 02 840. 02 TYPE G
O 840. 03 NOT TO SCALE
E Z z
ocn zp GENERAL NOTES:
6" A' 6„ OPTIONAL MANHOLE r Q 43" H 00
y. t,"y,. , yl iyf-, * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: OH j
E Q Q NOTE: USE TYPE E", F" AND "G GRATE 'a Q 4 p-7 � CIr I 640.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34, Q a<
GENERAL NOTES: Z Q c„D UNLESS OTHERWISE NOTED. M� P 3/ „ P z _Lt� �IT 840.35, 840.3E AND 840.41. <tl- 3e
y HI 0 N� �� ¢ U t" MIN. ZI=?-U
6" CHAMFER ALL EXPOSED CORNERS 1". LL J d Iti Z PAY FOR PRECAST
L USE CLASS CONCRETE THROUGHOUT. OO=N= B LLO�a=Z CLR. (TYP) SECTION VIEW$ * WNTHANCOOTOSTANDARD SPECIFICATIONA$ECTIONCB4RDES IN ACCORDANCE oOa=iZ
OPTIONAL GON91flUCTION - MONOLITHIC POUR, 2" KEYWAY OR W Q LL ¢ Z 1' MIN' ' USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. ¢ O
X X - D r - - T D #48AP DOWELS AT 1z" CENTERS AS OIREGTE6 By THE ENIiINEEH. F-U OCD �� II FUQ�x CLR. (TYP) OPTIONAL JOINT DETAILS USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 w0"00
- - - 5. ci w '7 W "'1: USE FORMS TO CONSTRUCT THE BOTTOM SLAB. F = F' z L''"iJ 21/8 '-"'i 21/ Q N PO'P ' P 4X4 W4XW4 . * WELDED WIRE FABRIC (WWF) . ¢ U H O EO-r
f 1 m L to F- O F' x z W #5 KEBABS @ 12" LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". � _ �' W
1 1 IF REINFORCED CONCRETE PIPE IS SE7 IN BASE SLAB OF BOX, ¢ LL F-I J N N (/D H LL O J WWF (LAP O H O
_ _ _ ,� 7, ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O O M Q - O o SECTION - LL SECTION - MM = O Q WWF 6" ON- CENTERS (HORIZ. * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
¢ LL tia J
m `r , , z P-r C* o 0 O CC TO FABRIC & VERT.) 1926.704. O O c, ¢
:.-� _ _ PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS H > A O o A ALIGN FRAME WITH IN g z ' > ) (USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED z
�- `- - - 12" ON CENTERS IN ACCORDANCE WITH STD. NO, 840.08. n. M I. .I 1 /g" F- I--r
❑ - d 4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. FM
W EDGE OF WALL TO ALLOW ❑ a-
-.•I 3" i-- G r- � FOR VERTICAL ADJUSTMENT ,'':o: ll _ mom Q °,o DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. LEI
0
8" S' ADJUST THE STEEL, CONCRETE AND BRICK MASONRY OUANTIT[ES TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETECa 1O TO INCLUDE THE ADDITION OF THE MNHOLE (I.E. DIAGONAL BARS •:(,.'
WALL SECTION
Y SEE STANDARD B40.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLEL :} ^Vr
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
-J
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) �, ��� PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-O" IN DEPTH WITH
PLAN OPTIONAL SPACED 6 O oC. TO C• MAX. DEPTHOF THISSTRUCTURE FROM TOP of BOTTOM SLAB TO TOP SECTION - BB STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. N0. 840.68.
BRICK MAY BE USED ELEVATION IS 12 FEET. T 6" T' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
TO ADJUST FRAME & B SECTION - PP SECTION- NN MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED,
"I COVER TO SURFACE . SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
ELEVATION MAX. 1' PLAN 4" _ � STANDARD SPECIFICATIONS.
T ¢ .I m z #4 REBARS # a * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSYONS
I FRAME,GRATE, & HOOD ASS'Y �4 \ 0 H #4 REBARS & O iQ a m _ a = O •�1 6" CENTERS m n To 6'-01, X 6'-0" 2 V)
U. \ O O 6" CENTERS s THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE 0
I
D• N 0 Lu �� I �� LL O Q EACH WAY EACH WAY LL Q WI
OUTLET PIPE II SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER 0
' 1 U, m J _ i m LOCATED IN �
zl E OR F 11 Iz•I Z = d 6 6 Z = CENTER THIRD TYPICAL PRECAST IS GREATER.
Z I,1,( =I
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
,2
A I c 3 M z L-X 19 H-I 0 FU- ' OF WALL #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. $ CL vo PIPE r -- SECTION e M ¢ a 3'-Orr _ ` = v 13/q" Q Z Q RISER SECTION pWG. 840.34 FOR MANHOLE INSTALLATION. Q
e„ : : ' : - . DOWEL ❑ F- N - m N7 r\ ¢ Q U ¢ =I
C-C OR D-D 0 J co K -K � 1 ❑ ❑ ❑ z a,
SECTION X-X ❑ z Q (o " N -Cq m CrPRECAST RISER PLAN ¢ Ii
Z L M M
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES ❑ i ¢ SECTION - AA Q W ❑ ❑ Q
DIMENSIONS OF BOX AND PIPE rOP SLAB z ❑ I'- Z 2 #5 BARS EACH SIDE - W
REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DEAICTIDNS FOR ONE Q LU a- F ; z Q Q OF OPENING FULL SPAN - z 6" 'L' fi" z W
6" PIPE SPAN WIDTH HEIGHT BARS "A' DIMENSIONS IN BOX BOX AND SLAM PIPE CJ.YOs. 0 _ _ c << = 1-- 1" MIN. CLEAR m
m s Q DI
1111 (D
O F- J FRAME PLAN \ >- .+O I- 'L' OR 'W' + 2 WALLS 1" MIN. CLR. >- M
" x 8" TOP BOTTOM N1LLi LBS. W. YDS. y - ro m SECTI - JJ N ~ W z STEPS z MIN..• MIN. o I- LL a
. EW JOINT D A B H NO. LENGTH E F FT. Of HT. REINF MIN. "H" C.S. R.C, x N O Z�
SLAB SLAB
•9„ 12" 2'-O" 2'•O" 2'4' 12 2'•9" W-O" 3'-0" 0.107 0.167 0.185 22 0.750 0.015 0.024 9 Z $ 11 Q I - Q ~
° r 1S" 2'-3" 2'-3" 2'•8" 12 9'-0" 9'-3" 3'-3" 0. 196 0.196 0.204 24 0.902 0.023 0.036 Q - -.-I I-.- 3'-0%8" 5�8 �p I � #4 REBARS - D W p v •' LL
��' '�-'{ i II 1 4x4 W4xW4
6" A' 7 s 18" 2'-6" 2'-8" 2'-9" 14 3'-9" 3'-6" 3'-8" 0.227 6.227 0.222 30 1 .085 0.033 0.048 O L)'k %2" a O ¢ B° CENTERS J • ':0' • '. C' •' Q ,� 01
2 _ l­� R 3" R O I 3 = WWF {LAP WWF m '%v' ' 0 . • . .: +?' O
24" 3'-0" 3'-0" 3'-3" 18 3'-9" 4'-O" 4'-0" 0.296 0.298 0.259 40 1.434 0.069 O.OBS ¢ c ¢ ¢ I o[13 '/' 6" ONTO FABRIC) g .6' .' 'p',0''' • ¢ =
90" 9'-6" 3'-B" 3'-9° 18 4'-3" 4'-8" 4'-8" 0.975 0.375 0.2a8 61 1.860 0. D92 0.127 -T znl LL ¢ "
"ll 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.483 0.375 0. LOS 84 2,341 1 v 2 O \ / 2 #5 BARS @ > 2 :0' • .0 • 'p ,. •'
0.'.32 O.17B 6" 6„ 2" 3, n I ; p, V, : p- , V, ..p
t a - - - - - - - - OPENING 1" #5 REBARS 12" Q
g" L 42" 4'-6" a'•e" a' -a" 22 s'-a" 5'•B" s'-e" 0.580 0.500 0.370 77 2.878 0.180 0.243 3 3'-0" 3/2" 34" ~ Q �43/q" L2" CLEAR (SEE NOTE$) CENTERS %'• C ' •'p"• ' •'p `,• C
48" W-4" W-4" 6'-3" 28 B'-9" 8'•4" 6'-4" 0.749 0.743 C. ill 9.823 0.235 0.317 _ w LOCATE OPENING v ' ,: v
SECTION Y-Y 54" s'-,o" 5'-,0^ s'-9" 28 fi'-7" fi'-10" W-10" O. 0.865 0.414 126 4.283 0 297 0.401 SECTION - KK ks" I r AS REQUIREDIN s TYPICAL SECTION •'a' jD :''O ''.p, ;O.-,. -'
2 -111'2 It.-_tl 4�_§'6 SEE NOTES TOP SLAB •o
80" 8'-6" fi'-6" 8'-3" 30 7'-3" 7'-6" 7'-8" 1,042 1.042 0.481 145 5.090 0.387 0.495 ( ) Z
SHEET 1 OF_I_ 6" L' s" TYPICAL SECTION m a SHEET , off ,-
8N" V-1" 7'-l" 8'-8' 32 T-10' S'-1' W-1" 1.210 1.210 0.518 189 5.917 0, 444 0.58a R SHEET 1 OF 2
840.31 HOOD ELEVATION SECTION - RR $40.03 MIN. PLAN TOP SLAB MIN. OF BASE UNIT ISOMETR C VIEW 840.46
6" 'L' . 6" 6" `W' 6" zo GENERAL NOTES: z 2'-4" Fpg 4'-O" z
Fr 0 OPENING SHALL BE 'L' OR 'W' + t'-Ol O y MAsaNRv O
} * 2 FRAME AND GRATES FRAME AND ORATES ,y Cn
H THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED Y ANCFXA
1 CLR. TYP. z :, Q F 3 H Q
- Z #4 REBARS ¢)- 3 STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13, #a REBARS ¢ ¢ 2 - - - - - - D Q F 3
fO 2 #4 REBARS : `• cD 2 ' Fz•1¢(=:1� 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, ¢ s" CENTERS m zQ U ZEE: xU
- - : - - - - - o J a = z 840 27 840 28 840 31 40 32 AND 40 1 W N L1 J 2 � r-o" 3'-8" LL J H
' o� 8 8 .4 i. •.'..' :. 0o x oo xz
:I `i• w o L/ w o THE PATTERN OF THE �' w Q � LL = * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ W Q Z W ¢ .z -
1 I' J' 1 1: J, : •• v. H U O 1 #5 BARS Q = S" CAVITY 3" CAVITY W Q LL
I I Q N I: m KNOCK -OUT c.• •'•'•. Q H0-1 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. @ OPENING F'Ud0L. 10Y2" WIT" F-011
MORTAR JOINTS Q C.7
,,,+ „ o-y - • ° 'o.' H x ~ Z W * I STEPS 1 r x H- Z N WITH _ •• 3(e" DIA. M N. _ "DIA BEE GEM. NOTES Q r 1""
13„ I 13 I ¢ PANELS ARE SHOWN •p.• ':a; U�LLO J DO NOT PLACE PRECAST DRAINAGE STRUCTURES 1 SECTION C-C �� ow MORTAR JOINTS WALL TIE WALL TIE ( ) �= zw
1 < I ¢ FOR ILLUSTRATIVE 0.,. :, o 0F"� UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. I =LLNJ (SEE GEM. NOTES) P 18' CIS. _ @ 18" CIS. Tn F 11OJ
I 1 N 1 > p.. .. a •'•5•: o W o „„ "„ Fy
> s PURPOSES ONLY. A .• v, o .p .• z ,> * USE 400 PS CONCRETE 1 @5 PENS ^! O U O O N ¢
3r, . I 3' I o * z F I a 5° crs. a e" crs. z F
0 I r! 0 NG
#5 REBARS 12") ( #5 REBARS) ti I': o.';e'-o. �' •v. 'v. :o'...' .- •. a,I PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM Afi15 FOR F,>_1 "g" BARS „„ F'I>i
CENTERS CTYP.a 12"CENTER$ 6;• ','4^.D',•:' '; '�o','• ''. °= o',^' `°'.o', o❑ GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. '' + LLI❑ @ 1 T ' D 1z" crs. w❑
°' .. .o:. :. :a.; v ,, - '---'---- Y.:.p �.p'' ❑ a,• " rip" BAIT 4" ❑
;,, •. ,4, . P.� •`•' • P. ' P LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL ° .+', "d' P 1z crs.
A ' - , A ... , :°'. , ...,.o .' '� .6'.'. °'. .'.'• '' . :v:' .. Bn MIN.:
I
z 1 1 c •;P ,.° :.P o' : •,•o :•p STRUCTURE TO 10'-0", LIMIT SOLID WALL STRUCTURE > "' '
~~ SECTION 'A -A' <D e.: ,•:_ .. •.: 5• . , . i ,••. • .: ,' °:.... .
SECTION B-B tD .a. v. ° . . ° . ,_.'I .' >...! "
g ::.. TO 15' 0". m d. 4.-d: v v •, _ 2„
e D "P•:, 'P•:.,o. :; ''' * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' 6" vgpo , •U'• v v'. v'
ILLI
' :a. o•
P• 7 : • ` : ° . ° OSH S PANDA D 1926J 4. �. N4 .o z" z" J W
' ,• * A T R 0 a n 4,_5„ MIN. 8'-7" MEN. IZ-H W PLAN OP SLAB W
b;., a . 1' MIN. . °-.o, c .' ♦Y, CUT OR FORM OPENINGS FOR PIPE TO PROVIDE . v:;;p a. I I I F
z :- CLK.(IYP) _ REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES W p �°•••0. -4 ',-,�'..," a
x M SECTION X-X SECTION Y-Y ¢ s 1
6 A #4 R BARS A C 1" MIN. K C 0 V SO THAT PIPES ENTER THROUGH THE 0 BRICK ALT . O d "
CLR. (TYP) ��, WAFFLE WALL ISOMETRIC VIEW J KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH LL V -J LL 0 ❑ REV. N0. REVISIONS
P axa waxwa J CORNER CUT DETAIL - Q 2'-4" a'-o" oc z DATE
+ 3 z Q THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF (SOLID WALL BOX z = I- z 0 Q
- WWF (LAP #5 REBARS @ 12 ' 3 4 y rHAME AND GRATES CONCRETE E FRAME AND GRATES
WWF fi" ON WALL IS PROVIDED ABOVE THE HOLE. N W
3 • , z� CENTERS (HORIZ. Q U) V• ❑ ANCHOR i',LEI
. p TO REBARS) & VERT. ¢ W * ALL ELEMENTS PRECAST TO MEET ASTM C913. - 8" 'L' OR'W' 6" Q - - - - - -11 Q g Copyright©, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
1.e .•.•• • e (USE WITH W LL FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ❑ (U z ❑ document inw.•.afe or pert, without written cohsent of the Land Surveyoror Engineer, is prohibited. Only copies from the original of this document,
i° - o LL #4 EBARS 2'-O" 3'-B" e" - marked with the original signature and original seal ofthe Surveyor or Engineer, shall be considered to be valid and true copies.
4` X 4` 8 LARGER ❑ Q OR BRICK IN ACCORDANCE WITH STANDARD 840.25. R - ❑ (7 <( 2" p ❑
p ' DRAINAGE STRUCTURES ¢ Q o' s" CENTERS w
6" B 'L' ell ) Q Z �' * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH t" CLR r ,, 1= Q UJ p J
TYPICAL - ;;: #a REBARS A
¢ Z W 2" Q
D n• . z M Z STEPS AS DIRECTED BY THE ENGINEER. :. 1" 6" CENTERS n z M I- z" ' 2" " "BAR z" ❑
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW -y%::p `•' Q Q Q WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR +' _ p "F" BARB a 12 GIs, z (9 0
o,. o . • ° . z v 2" p t2' crs. L`<- z ❑ DETAILS Date:
6" L' 6" 6" W' 6' A., :a o . 'T ,:. N 0 ❑ AS THE SAME AREA OF STEEL IS PROVIDED. N J "E" BR O N ~
° ° o o' °,. v f >- 1" 1 * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER Q "B" BARS z `I �'t
Brunswick Forms Phase 3 Sec 4B °4'2g'2°23
P, . •'•o°:. o; :' '° . 5, ° . e • ' .° . 5' ''''°•'. Q - BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, P 3 H a: s' ' p' ` v } Q N. p
1" MIN. CLR. 1" MIN. CLR. °.' . :o:: a :°:: - ?:: 3 RI AST W 2" bx a" Q W FI 1
PRECAST SER LAN PREC RISER DETAIL 2"'
Q': c•' •:o.`:: P o, P', Q., P•' . o. . P• ❑ AASHTO M-198, TYPE B - BUTYL RUBBER. 4 ❑ N z "' 0 P. p m Scale:
sL .. a' :'• P. , a P' :.' o :.? . . a Q Q v * .:!:. ,:a: :o. Q Q. W @ 12 crs. „ H ®y
4x4 W4xW4 - ...:i?':•. O LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR a s'° CD " Q BY.
C W .° it . .. •.°:. 5••.::. •.p' C . :. °. • 5,. : . •.°`' Q (� ;�.'p: P'a '.• :�;'O;:�o' .. O V 2" .Q•
w WWF LAP .p Ot2 crs. :p. •a. 2" O 0 N.T.S.
4X4 w4xW4 c ( J ;o;; , ;v_' , o ,o;' , a . :a; °:' . IU DIMENSIONS OF 5'-0" X 5'-0". d, •'• d • LLI : p v
WWF 6" ON- aI . P. - -•.il, p. o . p. :o.: n '.L:e;; °; v• • , •' p• ¢ R"R U
WWF (LAP WWF q m TO REBARS . m '::'P %°•'v.:,? :..'°'� :o °.'v"•:'P' .°.'°":' = THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING LL
6" ONTO REBARS) 6°,. ¢ :• p.::. •..•. o',.:. •. ' . o'.-.•, :':• 5•- d
d D" BAR 2" "A" 115 2„ LL ¢L LOCATED IN TOWN CF LELAND 13RUNSWICK COUNTY, NORTH CAROLINA Drawn:
D-aC :. x ;°-° :v:' ° , ;o :; ? .v 'o•' ° REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
X . > d ; o,o 6r, 6,r 4,-D„ I_ 8,_g" D 2 T3. 1 cc L- AS
> Q #5 REBARS Se ,, .. . . y " SIZE WHICHEVER IS GREATER.------111
.� • • v P V ':'P MAX. PIPE DIAMETER IS 36" P.C.P.
#5 REBARS 12" 6 ? 12" CENTERS :i 4 . - , V * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. MAX. PIPE DIAMETER IS 18" H.C.P. L11
-
CENTERS (TYP.) ;, TYPICAL ° :?:' . 9' SECTION Y-Y
p. , .•: REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW SECTION X-X CONCRETE ALT. NDTE6: 111 R I I I,/ Checked:
a' ;} • :,P' :.-a' ,,P C,:r P' :,.Y ,rr+:: , :r P•, a',,, T -HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE \\\\ �//
' ' ' ' SOLID WALL ISOMETRIC VIEW SHEET i OF 2 OPTIONAL JOINT DETAILS SHEET 2 OF 2C -MAXIMUM HEFIELD CONDIGHTNFORNTHIS STRUCTURE IOR ALTERNATE S9;4NOEQUIRE. SHEET 1 OF 2 `�\\ N CAR /i�// OWNER: FUNST va LAND &TIMBER, LLC AG
SECTION C-C (O SECTION 'D-D' UD 84O.45 84®.45 -MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. p �1'` O/ /� 1007 Evangeline Drive
v J G1 -DEPTH OF STEEL GRATE WILL REQIURE DEEPER SEAT ALONG SHORT WALLS. p4O . 35 " • " " "
Q' MESS I ' 1, Leland, NC 28451 phone:[phone] Project No:
O ,•''oF Dti' .
2 ;'Q9� %' ; 8829 P3 S4B
SEAL =
43166 =
HANOVER DESIGN SERVICES P.A. Shee(No:
%'' �..: \��` LAND SUR I/EYORS, ENGINEERS &LAND PLANNERS
i 1123 FLORAL PARKWAY //////I III1�11�\\\\\ WILMINGTON, N.C. 28403 M®-2
PHONE: [phone]
LICENSE # C-0597 01:

NOTE:
ALL CURB AND GUTTER SHALL BE
CONSTRUCTED WITH 3,000 PSI CONCRETE.
NC DOT 15 15"
S9.5B
ASPHALT j/- 4°/F7-
6 11..
WIDTH ARIES
8" ABC STONE BASE
30" MODIFIED VALLEY CURB AND `
GUTTER SIDE VIEW 42"
24"
19"---i----12„
24" MODIFIED VALLEY CURB AND
GUTTER SIDE VIEW 36"
NOTE:
1. FOR CONTRACTION AND EXPANSION JOINT
REQUIREMENTS, PLEASE REFERENCE STANDARD
DETAIL ST - 03.
SECTION: STREETS
DATE: 2021
DRAWN BY: JWP
i
CHECKED BY: TOWN PSD
F SCALE: NOT TO SCALE
PUBLIC SERVICES
24" AND 30" MODIFIED DEPARTMENT
VALLEY (ROLL OVER)
CURB AND GUTTER
L; elan
DETAIL NO. ST - 04
J
>
O
ox
(YU
Oa
O
-
ON
zz�
o
tY
as
WW
z
o JOa
.O z
�m
��
?
F NU~a W
;., zFm0I¢�.
yU
it
�>07:
a
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zM
tJ U
o
o
I
Zo
Wz
N W
I>00
L,.
W
>
O
Jm
O
�U
PUBLIC SERVICES
SECTION: STREETS
DEPARTMENT
-
TRANSITION FROM MODIFIED
DATE: 2021
VALLEY CURB AND GUTTER
TO VERTICAL CURB AND
-
GUTTER
i ----------------...---
DRAWN BY: JWP
Town of
Le an
CHECKED BY: TOWN PSD
I
`'�• -- --
SCALE: NOT TO SCALE-�
I DETAIL NO. SW - 11
VARIAB
7-
J J
LU w I
o g
STOP BAR
/ I I
CROSSWALK AHEAD SIGN
//j PEDESTRIAN
% ��SIDEWALK
-� CROSSING
L GRASS STRIP
Z Z
Q
lif F-F MZ
W W rn
00
W W
_ CL a � --- _. ►
- GRASS STRIP
SIDEWALK
CROSSWALK INTERSECTION CROSSWALKS
AHEAD SIGN
CROSSWALK AHEAD SIGN CROSSWALK AHEAD SIGN
{
I� GRASS STRIP
-I G'MIN I- L
se =
T- O
CROSSWALK WIDTH Is T MIN
TRAVERSE LINES ARE r WOE.
0
GRASS STRIP
E7TjSIDEWALK
CROSSWALK CROSSWALK AHEAD SIGN
AHEAD SIGN MID BLOCK CROSSWALK
CROSSWALK AHEAD SIGNS SHALL MEET MUTCD REQUIREMENTS AND BE PLACED NO
CLOSER THAN 100' FROM THE CROSSWALK FOR STREETS WITH A DESIGN SPEED OF
35 MPH OR LESS. FOR STREETS WITH HIGHER DESIGN SPEEDS, USE MUTCD
STANDARD.
PUBLIC SERVICES
SECTION: MARKINGS
CROSSWALK
DEPARTMENT
MARKINGS FOR
DATE: 2021
INTERSECTIONS AND
DRAWN BY: JWP
MID BLOCK
-Lelan
CHECKED BY: TOWN PSD
SCALE: NOT TO SCALE
I
DETAIL NO. PM - 04
5' or 8'-{
GRASS STRIP I CONCRETE SIDEWALK
1/4"/FT
URB AND GUTTER
\-COMPACTED SOIL TO A DENSITY OF
NO LESS THAN 959/6
SECTION VIEW
�112" JOINT FILLER
-- - FT S NOTE 1
FILLED EXPANSION JOINT
RIGHT OF WAY
-- ;------------------------------
5' Ir8' PROP EDSID WALK 5'or8'
I I i I
' GRASS STRIP
I
CURB AND GUTTER SAW CUT JOINTS 114" WIDE
AND V DEEP (EVERY 5)
PLAN VIEW
NOTES:
1. SIDEWALK DEPTH SHALL BE 4" EXCEPT AT DRIVEWAYS WHERE THE
DEPTH SHALL BE 6".
2. THE DISTANCE BETWEEN FILLED EXPANSION JOINTS SHALL BE 50' MAX.
3. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE.
4. ALL MANHOLES, WATER VALVES AND METER BOXES MUST BE LOCATED
OUTSIDE OF THE SIDEWALK AREA.
5. ALL SIDEWALK REPAIRS SHOULD BE FROM CONTRACTION JOINT TO
CONTRACTION JOINT.
6. THE SIDEWALK WIDTH SHALL BE DETERMINED BY TOWN STAFF.
SECTION: STREETS
DATE: 2021
DRAWN BY: JWP
CHECKED BY: TOWN PSD
SCALE: NOT TO SCALE
F AND 8' WIDE CONCRETE
SIDEWALK
98
99
100
101
CO
WJI.J
W CO
CO W
W CO
CO
s- a- s- e- s
TYPICAL RESIDENTIAL SERVICE
LOCATION
1. CLEANOUTS SHALL BE A MINIMUM OF 5'
FROM PROPERTY CORNER.
2.M WATER METERS SHALL BE LOCATED A 87 ^ ^ ^ 84
MINIMUM OF 5' FROM PROPERTY CORNER, r CXJIhJ yCJ� {t1J
3. WATER AND SEWER SERVICES SHALL BE
INSTALLED PERPINDICULAR TO THE MAIN.
4. MAINTAIN A MINIMUM SEPERATION OF 1.5'
FOR WATER TAPS ON OPPOSITE SIDE OF MAIN AND
2' FOR THE SAME SIDE.
PUBLIC SERVICES
DEPARTMENT
!E
LeTownlan
DETAIL NO. ST - 13
STOP SIG
GRASS STRIP
SIDEWALK `FOES*+ew" cnossirvc SIDEWALK
a 55 a
y
> -�- S �,,,,... >
A
SIDEWALK =mEsw" cnossnc SIDEWALK
snv sna
iTOP SIGN
LOCATION OF CURB RAMP, PEDESTRIAN
CROSSWALKS, AND STOP BARS
NOTES:
1. CURB RAMPS AT MARKED CROSSWALKS MUST BE ENTIRELY
WITHIN THE CROSSWALK.
2. RAMPS MUST MEET CURRENT ADA ACCESSIBILITY
STANDARDS.
3. STOP BARS MUST BE INSTALLED PER NC DOT STANDARDS.
4. STOP BARS MUST BE INSTALLED IN FRONT OF CROSSWALK.
5. ALL PAVEMENT MARKINGS MUST MEET MUTCD STANDARDS.
PUBLIC SERVICES
SECTION: STREETS
CURB RAMP LOCATIONS
-`
AT INTERSECTION WITH
DATE: 2021
TWO RESIDENTIAL
DRAWN BY: JWP
STREETS
Town
O elan
Ij_
CHECKED BY: TOWN PSD
SCALE: NOT TO SCALE
DETAIL NO. ST 07
�- EXISTING TREE
DRIPLINE -.
3' MIN. STAKE
PROTECTIVE-' HEIGHT ABOVE
BARRIER - GRADE
-til�� h��I���..•� _-I -, 1st Iti,ty-.. \L1�
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
NOT TO SCALE
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
F
F,
C
F
8"MINIM
4"MINIMUM SECTION
FILTER.
FABRIC
BACKFILL
MINIMUM 8"
THICK LAYER
OF GRAVEL
8"MINIMUM
V-TRENCH
14"MINIMUM
EXTENSION OF
FABRIC AND WIRE
INTO THE TRENCH
WIRE
RAMP SLOPE 1.0 - 8.3°%
(MEET ADA REQUIREMENTS)
i RAMP LENGTH
2' MIN
SLOPE 1.0 - 8.3°%
1411-1-1 ADA
R=1' ( YP) (REQUIREMENTS)
DETECTABLE WARNING SRO
DEVICE F�
6' (TYP)
4' MIN.
1/2" FILLED EXPANSION•'`-.
JOINT (TYP) GRASS STRIP
VERTICAL CURB AND GUTTER
NOTES:
1. THE CENTER PORTION OF THE CURB RAMP SHALL MATCH THE WIDTH OF
THE SIDEWALK.
2. THE CENTER PORTION OF THE CURB RAMP SHALL BE AT LEAST 48" WIDE,
3. MAINTAIN POSITIVE STORMWATER FLOW IN THE FLOW LINE OF THE
GUTTER.
4, RAMP LENGTH SHALL BE 2' MIN.
5, FILLED EXPANSION JOINTS ARE REQUIRED BETWEEN NEW CONCRETE AND
EXISTING CONCRETE AND WHERE CONCRETE CHANGES THE ANGLE OF
CONSTRUCTION.
6. RAMPS MUST MEET CURRENT ADA ACCESSIBILITY STANDARDS.
PUBLIC SERVICES
SECTION: STREETS
TYPICAL CURB RAMP
DEPARTMENT
ON STREET WITH
DATE: 2021
VERTICAL CURB AND
GUTTER (HARD
RETURN STYLE)
DRAWN BY: JWPIr
-- -
Town of
CHECKED BY: TOWN PSD
SCALE: NOT TO SCALE
DETAIL NO. ST - 08
i
ADDITIONAL ADA NOTES:
1. REFER TO 2018 NCDOT ROADWAY STANDARD DRAWINGS NUMBER
848.05 - 84&06 FOR RAMP DESIGN AND DETAILS.
2. ALL RAMPS RAMPS, HANDICAP PARKING, AND ACCESSIBLE ROUTES
SHALL COMPLY WITH THE LATEST ADA GUIDELINES
3. RUNNING SLOPES ALONG AN ACCESSIBLE ROUTE EXCEEDING 50 SHALL
BE CONSIDERED A RAMP
4. 8.33% (12:1) MAX RAMP SLOPE
5. MAXIMUM CROSS SLOPE ALLOWED ALONG ACCESSIBLE ROUTES:
2.00%
6. ALL CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING WITH A MAXIMUM
CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE
PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO
CURB.
7. CONTRACTOR TO ENSURE SLOPES IN HANDICAP PARKING STALLS AND
ACCESS ISLES DO NOT TO EXCEED 2% IN ANY DIRECTION.
8. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20
SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH ADA RAMP
GUIDELINES. IF A RAMP RUN HAS A RISE GREATER THAN 6 IN OR A HORIZONTAL
PROJECTION GREATER THAN 72 IN, THEN CONTRACTOR SHALL HAVE
HANDRAILS INSTALLED PER ADA GUIDELINES ON BOTH SIDES.
GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
�(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
Note: Metal stakes are minimum 4' long, 1.33 Ib/LF steel.
MAXIMUM SPACING,
SEE NARRATIVE
COMPACTED FILL OR
GRAVEL, EXTENSION
OF FABRIC AND WIRE
INTO THE TRENCH
NOTE:
SEE NARRATIVE
FOR MORE DETAIL.
ISOMETRIC VIEW
NTS
SEDIMENT FENCE ( SILT FENCE)
SECTION PRACTICE 6.62
A]
DEWALK
�C
B-
-B
W W W W
OOOUODD`DDODO
W
W GRASS STR�PW
DODO°ooa DODO
STRIP
�RASS�'
O U O D
OpOVO�OVOUDp
FRONT 01
- CURB AREA
-VARIES---
-VARIES-
SLOPE
SEE NOTES 1 & 2
-- CI nDr
RESTRAIN ED J 01 NT TABLE
(MIN REQUIRED LENGTH PER SIDE OF FITTING)
FITTING
PIPE SIZE (IN)
6
8
10
12
16
45° VERTICAL BEND
23
30
36
43
55
22.5° VERTICAL BEND
11
15
10
21
27
11.25° VERTICAL BEND
6
8
9
11
13
90' HORZ. BEND
25
33
39
45
57
45' HORZ. BEND
11
14
16
19
24
22.5° HORZ. BEND
5
7
8
9
12
11.25° HORZ. BEND
3
4
4
5
6
DEAD END
55
72
87
102
131
TEE (EQUAL BRANCH DIA.)
18
35
49
64
92
The table above assumes a general soil type of silty sand, pipe material of C900 DR
18 Pipe, and minimum cover of 3'. Contractor to consult with engineer if any of
these conditions are found inconsistent with actual site conditions or pipe material.
Minimum restrained joint lengths for reducing tee's and reducers are shown on
plans.
SEE NARRATIVE FOR
MORE DETAIL AND
ALTERNATE METHODS.
SECURE WIRE MESH
TO POSTS AT TOP,
MIDDLE AND BOTTOM
2'FLAP UNDER
STONE TO
ANCHOR CLOTH
NCDOT #5
OR #57 WASHED
STONE
2:1 SIDE SLOPE
MAXIMUM
STEEL T POSTS
1.25 LB/LF
5' LENGTH
MAXIMUM
4' SPACING
19 GAUGE
HARDWARE CLOTH
1/4" MESH OPENINGS
MINIMUM HEIGHT
OF 2 FEET
DROP INLET
WITH GRATE
ISOMETRIC VIEW
NTS
PRACTICE 6.51
HARDWARE CLOTH & GRAVEL INLET PROTECTION
1
REV. NO. REVISIONS DATE
Copyright©, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or dole"s
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this docu e
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.
DETAILS Y.
Brunswick Forest - Phase 3 Sec. 4B
LOCATED IN TOWN OF LELAND
N CARO i
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SEAL =
43166
BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]§
LICENSE # C-0597
412812023
Scale:
N.T.S.
Drawn:
AS
Checked:
AG
Project No:
8829 P3 S48
Sheet No:
D-2
D-2

Brunswick Forest
Phase 3 Section 4B Residential
0
ond 50 Drainage Area
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NOTE: DELINEATED 404 WETLANDS LINE
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ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR ON 6-29-15
BY THE LAND MANAGEMENT
GROUP, INC.
PRELIMINARY PLAN
e
0 100 200 300
SCALE IN FEET: 1 "= 100'
---------------
REV. NO. REVISIONS DATE
Copyright®, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
610.00'
56.58'
56.56'
S 55°36'44" E
C2
610.00
89.88'
89.79'
S 62°29'25' E
C3
19.00'
31.26'
27,85'
N 66*09' 15" E
C4
255.00'
163.72'
160.93'
N 37'24'46" E
LINE
BEARING
DISTANCE
L1
N
01 °07'45"
E
269.83'
L2
S
88° 13'04"
W
56.57'
L3
N
76°37'28"
W
69.84'
L4
S
89*02' 17"
W
60.73'
L5
N
20'56'51 "
W
33.44'
L6
N
01'57'44"
W
11.30'
L7
N
00°04'24"
W
91.02'
L8
N
06`30'23"
E
22.60'
L9
N
52'12'47"
W
61.11'
L10
N
83°23'45"
W
21.41'
L11
S
20"33'35"
W
35.97'
L12
S
22*11'35"
E
51.38'
L13
S
11*51'38"
W
37.22'
L14
S
01 °26'02"
E
22.88'
L15
S
09°26'55"
E
64.76'
L 16
S
22° 17' 14"
W
48.00'
L 17
S
6 6` 58' 1 1"
E
40.15'
L18
S
14°51'26"
W
63.30'
L19
S
04°05'51 "
E
19.80'
L20
S
29`34'03"
W
19.99'
L21
S
04°49'50"
W
20.60'
L22
S
55°07'53"
E
13.35'
L23
S
37`02'42"
W
215.38'
L24
S
52.57' 18"
E
1 18.95'
L25
N
19°01'09"
E
95.10'
AUG R
DRAINAGE AREA POND 50
BRUNSWICK FOREST
PHASE 3 SECTION 4B
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone: [phone]
Date:
412812023
Scale:
HORZ.: 1 "= 100'
Drawn:
AHG
Checked:
AHG
Project No:
8829-PH3SEC4B

Brunswick Forest
Phase 3 Section 4B Residential
Inlet Drainage Area Map
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1
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10.
.I
y.
•10
•,0
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR ON 6-29-15
BY THE LAND MANAGEMENT
GROUP, INC.
7��
SCALE IN FEET: 1 "= 100'
a
0
r-
1
Turned on Contours
7-31-23
REV. NO.
REVISIONS
DATE
INLET DRAINAGE AREA MAP
BRUNSWICK FOREST
PHASE 3 SECTION 4B
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
PRELIMINARY PLAN
Copyright®, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, In whale or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.

LEGEND
W\V = WATER VALVE
MM = WATER METER
C\O = SANITARY SEWER CLEAN OUT
INV. = INVERT
B/O = BLOW OFF ASSEMBLY
BFP = BACK FLOW PREVENTOR
G\W = GUY WIRE
SWMH = STORM MANHOLE
GT. = GREASE TRAP
F\H = FIRE HYDRANT ASSEMBLY
I.S. = IRON SET
® = SANITARY SEWER MH
® = STORM WATER MANHOLE/JUNCTION BOX
= CURB INLET
®= DROP INLET
= TREE
QR = CURB RAMP
❑w = WATER SERVICE
= SEWER CLEANOUT
►1 = WATER VALVE
= SIGN LOCATION
= LIGHT POLE
PROPERTY LINE
BUILDING SETBACKT---„--
CENTERLINE -
EASEMENT
COMPUTED PROPERTY LINE
EXISTING CONTOUR
STORM DRAIN
PROPOSED SANITARY SEWER®®®�
PROPOSED SIDEWALK
ADDITIONAL U TIL/TYNOTES:
SEWER AND WATER INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH
WITH THE LATEST H2GO SPECIFICATIONS.
1. ALL WATER MAINS TO BE SDR18 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED
OTHERWISE ON PLANS. SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. T MINIMUM COVER ON ALL WATER MAINS.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UN
LESS OTHERWISE NOTED.
4. ALL COMMERCIAL WATER SERVICE LINES TO BE 2" UNLESS OTHERWISE NOTED.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL.
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE DETAIL.
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE DETAIL).
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
ACCORDING TO H2GO AND TOWN OF LELAND SPECIFIC
ATIONS.
9.
ALL MAINS SHALL BE INSTALLED, ADEQUATELY FLUSHED, PRESSUR
E TESTED,
H2 SPECIFICATIONS.
IN A GO S AND DISINFECTEDCCORDANCE WITH
THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER AND H2GO SHALL
BE CONTACTED PRIOR TO ANY TESTING.
1
THE ENGINEER, T T INSPECTION BY
. ALL W RK SHALL BE SUBJEC O IN S 0 O
TOWN OF LELAND, H2GO, AND THE N.C. DEPT. OF ENVIRONMENTAL
E A PRE -CONSTRUCTION CONFERENCE
HEALTH AND NATURAL RESOURCES.
IS REQUIRED. CONTACT: H2GO PRIOR TO CONSTRUCTION
11. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS.
b. MINIMUM CLEARANCE OF 1 FOOT BETWEEN WATER MAINS AND
OTHER UTILITIES.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
12. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
13, ALL STREETS ARE PROPOSED TO BE PUBLIC (BUILT TO TOWN OF LELAND
STANDARDS/ N.C.D.0.T. PAVEMENT AND SUBGRADE STANDARDS).
14. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
15. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
16, TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
17. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
WATER LINES.
18, INSTALLATION AND CONNECTION OF ALL UTILITY SERVICES, OUTSIDE UTILITY
EASEMENTS, SUCH AS SEWER, STORM, AND WATER MUST BE INSPECTED BY THE
TOWN OF LELAND INSPECTIONS OFFICE.
19. SANITARY SERVICES SMALLER THAN 8" SHALL HAVE CLEANOUTS AT INTERVALS
OF NOT MORE THAN 100'. CLEANOUTS SHALL BE PROVIDE FOR SERVICE LINES
AND BUILDING DRAINS THAT HAVE HORIZONTAL DIRECTION CHANGES GREATER
THAN 45 DEGREES.
20. SEE 2018 IPC FOR FURTHER GUIDANCE ON UTILITY SERVICE REQUIREMENTS.
21. INSIDE DROPS SHALL BE PROVIDED FOR ANY SEWER ENTERING A MANHOLE
30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER
22. ALL SEWER MAINS TO BE C900 PVC. SEE SPECIFICATIONS FOR FURTHER DETAIL.
ADDITIONAL STORM WATER NOTES:
1. ALL STORM WATER RUNOFF FROM BUILT UPON AREAS (I.E. IMPERVIOUS SURFACES
AND ROOF DRAINAGE) TO BE DIRECTED TO THE STORM SEWER COLLECTION SYSTEM
(I.E. STORM INLETS OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING
OR LANDSCAPE INLETS.
2. CONTRACTOR TO ENSURE THAT STREET PAVEMENT AND CURBING IS PLACED TO
DRAIN POSITIVELY TO CURB INLETS AND DRAINAGE STRUCTURES.
3. FOR STORM PIPE MATERIAL AND INSTALLATION SEE DETAILS AND NCDOT STANDARD DRAWINGS 300.01
SHEETS 1-3. FOR RIGID PIPE WITH LESS THAN 2' OF COVER USE CLASS IV RCP.
4. ROOF DRAINS SHALL BE SIZED ACCORDING TO THE 2018 INTERNATIONAAL PLUMBING CODE AND ALL
AND SHALL CONFORM TO ANY LOCAL REQUIREMENTS
5. ANY ROOF DRAIN LOCATIONS SHOWN HERE ARE APPROXIMATE AND MAYBE FIELD ADJUSTED
AS LONG AS THE MINIMUM REQUIRED SLOPE IS MAINTAINED.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 7
COVER SHEET and GENERAL NOTES
2 OF 7
PLANS and PROFILES
3 OF 7
PLANS and PROFILES
4 OF 7
PLANS and PROFILES
5 OF 7
POND PLANS
6 OF 7
DETAILS AND NOTES
7 OF 7
DETAILS AND NOTES
D-1 OF D-4
H2GO STANDARD UTILITY DETAILS
D-2 OF D-4
H2GO STANDARD UTILITY DETAILS
D-3 OF D-4
H2GO STANDARD UTILITY DETAILS
D-4 OF D-4
H2GO STANDARD UTILITY DETAILS
A
LOCATED IN THE TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
DESCRIPTION OF WORK: GRADING, PAVING, DRAINAGE, AND UTILITIES
OWNER: FUNSTON LAND AND TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, N.C. 28451
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CAPE FEAR NATIONAL AT ♦t EX-SSMH d\
BRUNSMCK FOREST
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PROJECT SIGNAGE
SIGNS TO BE PERMITTED AND REVIEWED
SEPARATELY WITH TOWN OF LELAND.
CONTACT: ANDREW NEYLON 910-371-3390
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7
AYS
Slopes steeper than 3:1 7
DAYS
Slopes 3:1 or flatter 14
DAYS
All other areas with slopes flatter than 4:1 14 DAYS
NOTE WELL:
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No geotechnical testing has been performed on site. No warranty
is made for suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
of the contractor.
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1001
' LIMITED COMMON AREA
WATER AND SEWER TOTALS:
12" WATER MAIN: 1,360 LF
8" WATER MAIN: 876 LF
6" WATER MAIN: 753 LF
8" SEWER LINE: 2,302 LF
TRASK FAMILY HOLDINGS
LIMITED PARTNERSHIP
ZONING CO -RR
BEMC
LIGHTING PLAN TO BE
PROVIDED WILL MEET OR EXCEED
TOWN OF LELAND STANDARDS (22-147)
ADDITIONAL NOTES TO CONTRACTOR:
1. NO ON -SITE BURNING.
2. NO UNSUITABLE SOILS TO BE DISPOSED OF ON SITE.
3. WORKAREA IS RESTRICTED TO EASEMENTS AND PUBLIC RIGHT-OF-WAYS AS SHOWN.
4. WETLANDS ARE DILENEATED AS SHOWN
5. NO SURFACE WATERS EXIST WITHIN SITE BOUNDARY
25 SETBACK k;
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PROJECTBOUNDARY
0 100 200 300
1 UPDATE DA AND ADDED SPOT ELEVATIONS 10-26-21
REV. NO. REVISIONS DATE
Copyrights, Hanover Design services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
mocument, in whole or part, without written consent of the Lend Surveyor or Engineer, is prohibited. Only copies from the original of this document,
arkad with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.
FUNSTON LAND & TIMBER
FUTURE DEVELOPMENT
END PROJECT
Future ROW
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AGRADY(¢diHDSILM. COM
GENERAL NOTES:
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS
OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO
COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS
THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE
DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE
A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED, CALL WC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. ALL TREES WHICH ARE NOT REQUIRED TO BE CLEARED FOR
CONSTRUCTION SHALL BE PRESERVED WHEREVER POSSIBLE UNLESS
OTHERWISE DIRECTED.
4. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE AND CURB BOXES TO
THE FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES
DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
5. THE CONTRACTOR 1S RESPONSIBLE
S ONSIBLE FOR CONTROLLING DUST AND EROSION
DURING CONSTRUCTION AT HIS
EXPENSE. PARKING AREAS SH
ALL BE
WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
6. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO
WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUT AND
ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
RESPONSIBILITY OF
THE CONTRACTOR.
CONTRACTOR RESPONSIBLE FOR GEOTECHNICAL TESTING AS NECESSARY.
7. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS AT
ALL UTILITY CROSSINGS.
8. CONTRACTOR TO ENSURE THAT STREET PAVEMENT IS PLACED SO AS TO DRAIN
POSITIVELY TO THE ROADWAY INLETS AND CATCH BASINS.
9. CONTRACTOR /S RESPONSIBLE
S ONSIBLE FOR OBTAI
NING NING ALL REQUIRED PERMITS.
10. THIS PLAN IS FOR SITE UTILITIES, GRADING, ROADWORK, AND DRAINAGE ONLY.
11. AFFECTED NON -MUNICIPAL UTILITIES SHALL BE CONTACTED AND PROVIDED
WITH PLANS AND OTHER PERTINENT INFORMATION, WHEN FEASIBLE, TO
COORDINATE APPROPR
IATE SCHEDULI
NG AND PLACE
MENT. AT THE MINIMUM
THIS SHOULD IN L D C U E AT&T AND D UKE (PROGRESS) ENERG Y.
12, ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
APPLICABLE STATE & LOCAL CODES.
13. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REQUIRED PERMITS.
14. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
BUILT UPON AREAS (i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (i.e. STORM INLETS
OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
REALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
17. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
18. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
19. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET NCDOT AND MUTCD STANDARDS
ADDITIONAL ADA NOTES:
1. REFER TO 2018 NCDOT ROADWAY STANDARD DRAWINGS NUMBER
848.05 - 848.06 FOR RAMP DESIGN AND DETAILS.
2. ALL RAMPS RAMPS, HANDICAP PARKING, AND ACCESSIBLE ROUTES
SHALL COMPLY WITH THE LATEST ADA GUIDELINES
3. RUNNING SLOPES ALONG AN ACCESSIBLE ROUTE EXCEEDING SHALL
BE CONSIDERED A RAMP
4. 8.33% (12:1) MAX RAMP SLOPE
5. MAXIMUM CROSS SLOPE ALLOWED ALONG ACCESSIBLE ROUTES:
2.00%
6. ALL CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING WITH A MAXIMUM
CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE
PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO
CURB.
7. CONTRACTOR TO ENSURE SLOPES IN HANDICAP PARKING STALLS AND
ACCESS ISLES DO NOT TO EXCEED 2% IN ANY DIRECTION.
8. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20
SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH ADA RAMP
GUIDELINES. IF A RAMP RUN HAS A RISE GREATER THAN 6 IN OR A HORIZONTAL
PROJECTION GREATER THAN 72 IN, THEN CONTRACTOR SHALL HAVE
HANDRAILS INSTALLED PER ADA GUIDELINES ON BOTH SIDES.
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
Date:
09-09-21
Scale:
HORZ.: 1 "= 100'
Drawn:
GW
Checked:
AHG
Project No:
HANOVER DESIGN SERVICES, P.A. Sheet No:
WAY
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123
WILMINOR N, N.C. 284
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE # G0597 Of:

40
35
30
25
20
15
10
5
0
70FMITZ
0.1
WITH SIDEWALK WITH SIDEWALK
34' TRAVEL LANE WIDTH VALLEY TO VALLEY
3.5' 5' 13.5' 18' 18' 13.5' 5' 3.5'
MM_114" / FT. MM.1/2" / FT.
,1. b
t. W
SIDEWALK ` 1.5" S9.5A " 8" ABC SIDEWALK
& BASE COURSE ASPHALT w BASE COURSE & BASE COURSE
GRASSED AREA TO MEET OR EXCEED w TO MEET OR EXCEED GRASSED AREA
2' VALLEY CURB NCDOT STANDARDS c) NCDOT STANDARDS
**NOTE WELL: WITHOUT PARKING
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS 80' R/W STREET SECTION NCDOT SUBDIVISION ROADS
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL NOT TO SCALE RESIDENTIAL LOCAL ROAD
CONSULTANT. COLLINGWOOD DR.
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING MINIMUM CONSTUCTION STANDARDS
NO WOODEN EXPANSION JOINTS DURING SIDEWALK CONSTRUCTION `1& PAVEMENT WIDTH`
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR ON 6-29-15
BY THE LAND MANAGEMENT
GROUP, INC.
p
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X w SURFACE CENTERLINE
w (D 7� / ELEVATION
L I ol�
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L PROPOSED CENTERLINE
ALIGNMENT STATION
PROFILE LEGEND
`Y ram"
`� � r r.,,..,'' ,r, ✓"` � ^--..."", ^...,..,....�...�-C„�,�,_,„P ` IG�OP n_ �� .,;- r• �"rf
i� :tfl�� ram„✓r �``N `���Q��Y �..r ��,� w Nr�w _�r.a
r
f — "0olyline Area glue Oct 26 1Q 4611021 -
r' Polyline Area: 1202488 soft, 27.6 aces ,i t
---- — Polyline Perimeter: 0 569ft ,' J
Description: 4_
Temp. Swale to tie filled
r
'�•'i^a,'P,®.:a.. •.w .•v"r>^''�� a.%r rYY �....... .�,_w ���� rAnrr '�'/
---------------------
':'ti: .��^•,--.«..-*........>.=t•'a:` ,. .. . •.Rga-4,'Y'^'" fr r ,,, .rr. r.,,, rr�
5S Za d f
� O i.--•--- ' Any. ,,, ..- ' � i
r r
ST-27 �r� ,,,.r'• rt�K , :x'y: ' r.--""
RCP
`t l .:t,.f"•,`t:t a„ta .'t^. =y .�i'
! — — — — — — — — —
�— ' SCALE TO BE CLEANED OUT TO DIMENSION
d d SHOWN AND LINED. SEE ECP NOTES AND DETAILS
i 4 , Temp, tq be ftlledr r rr
� r i
.✓ r d ,.^
50 0 25 50 100 200
SCALE IN FEET: 1 "= 50'
1
DA CHANGE AND SPOT ELEVATIONS ADDED
10-26-21
REV. NO.
REVISIONS
DATE
Copyright 0, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, In whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor, or Engln"r, shall be considered to be valid and true copies.
`` %%J1 11111111//
N CAROB//',
/ =OQ'�0 SS Oti�l•
SEAL =
43166 =
i
i
026Z1
[e-mail]
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE # C-0597 (I$)
Date:
09-09-21
Scale:
HORZ: 1 "= 50'
Drawn:
GW
Checked:
AHG
Project No:
Sheet No:

W_
A,
z
30 30 30 30 30 30 30 30
0
0 L L I N-MD DRIVE
4 - -------------------------
L63 80'PUBLIC RIGHT OF WAY S2 ST-22 . . .........
T
7
T 1
31
19 -20S
sT_9 25 25 25 FST 1 25 25 25 25 25
4� Temp. Swale tq'be
Filled
+
(L
(.5
. . . . .........
ST-3
RCP
20 20 20 20 20 20 20 20
SENC)z�&
\,/z V F4 C; — — — — — — —
V/ V V 2.00L
OOL!2.00LF 8
.1811
RCP
15 1 1 15 15 15 15 1P 15 15 15
RCP
.200@0.47
/c
rl-
0
x I ce) C) L6, - I � I
c) L6 CflU') co -f
to to Lri
ll—
A. /,(Z- cb C co 00 N
41*— q � =) 6 0
04 L6 4 :!!� 0
1% SWALE TO BE CLEANED OUT TO DIMENSION to -�T I.- C114 1"�
— - — — ::) 2 > > 0 > >
SHOWN AND LINED. SEE ECP NOTES AND DETAILS 10 :D 10 10 - 10 10 z z 10 10 U') 1�4_ > > 10
7!--
N z z 0i
LL
I > > >
r.
z z zZZZ
> >
z
J
A
7
A 5
1160111 5 5 5 5 5 5 5
40 4z)
�D
v
V bX Cb
OTO II 50 '0 -0 �'010 . ..... - -----
0 -0 1 50 '04 00 0 1 0 0 _0 50 OTO" 0 0 -0 010 0 0 0 50 1 0
4
Cb
CV
30 30 30 30 30 30
1z,
A; "y
Cb
ST-6 ST­15
v 25 STI-33 FST-34 25 ST 35 FST-36
25 25 25 25
Q
'TO
SWALE TO BE LINED
—"
I�W
20 20 20 20 20 20
/V
X
SENDS
# 10�
cz, se
q5 ------ (V
�1_1`
!2.00L 2.00
-
18"
C- RCP 413 RCP OLF
I&I
C, b-W 15 15 15 15
15
ce) CY) co
10
(.0 ce)CV
co 6 CY) U')
FO
CYJ co.4 Lq — C'4 L6
1-7 0 CY) Ci
0
CD to L0 1­ 0) 0i Z 0 M M ce)
W 0 Lq 04 C14 C\1
0 OZ
0) z U') `�r to —10
z 0 > > 10 10 > > > 10 10 Cq
> z z > > 10
z
Z
40 >>>
40 EIZKZZ
. ............
CENTE W00D DIVE
5 5 5
1 5 5 5
CD
ON, 6 r--
0 1­
Ui 35 1 co o 0q 0 C� C\! Ui 0� 35
+ + +
+
+ +
�W> L>u QW > W W >
LU
U) W
F_ _J W
(1) W LLI I-_ _J
.... ... . ..... W U) LU W Ld
(0 W (1) LU U,) Lu", .... . .. ........
>0 0> I _> _> C) 0 ST- 35 L) b 0150 OTO 0 -0 50 OTO 0 0 0 50 O+DO -------- 0 0--"-"- — - ------- 1 0
fL (L (L a (L > > 5; 5; > > 0 �O 0 0 1 0 0 0
. .... ... . .... ... . . . ................. . . IL CL (L.[L a- IL M CIL ID-1-1 Q_(L­
_Y20% 0.60% 0.60% -0.42% . .... . ..... -0.42% 0.40% 30 30 30
30 30 30
30
-ST-21
$TA 7 CRESTS .�A:4:� 54A T_ — ------ 30 1
SAG ELEV. 19.72 CREST E EV.21.01 . .......... SAG ELIfV.20.28 .. .... .... �,ST-
... . ..... .
ST 16 -25] 3T-30
ST-1 9 1
, , ""I , , - EST
...... . ..... � , "" � -1-1 1
M 3 MH9 . . ...... . 5' DROP MH 25 1 25 25 25 25 25
25 H12 (SEE DETAIL) 25
5' DROP MH _MF4f I
. ..... ....
................ . . ........
.. .......... ...... ­7
....... .. .... .. ...... ..
0.40V. 20 20 20 20 20 1 20
20 0.60% --A --------
. ....... 20
12"x8" Tee
ee -------
8 ------ ­—W. _C900 57y-C---
F
34.00L
RCP
C900 P C W/L
96.37L 18" RCP
it5 47LF 2iV RCP 9 @0.20% J 15 Ill RCP
30" Z-33LF-24LRep @0 201y, F1124" RCP 15 15 15 15 15
15 . ..... @Oii2o% 11.83LF 36" RCP @8.28%
I J @0.30%
15
110.63- ,pVCatO.57% Cl)
Ld
co
F_ LO l-
LO "VG)st -0 70% M CY) :) � � 4 " =) CY) LO I-- I
D ZO 0) Z
0)0) ------------ Cli cyi
... ... . . ... ..... ... ... C\I CN C.0
F-
to to F-
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CD LO u C14
1-7777—, 1 1 :: — _ ., — 5 > >
1�- 155.75_`j-" �PVC 6 1 - =) 2 > >
:D fn -,----0 F1 7,
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OZZ0 e�_z :7 10 10 - 10
10 r4- 6 Z 0 EE K K CD Z 2 -) - z
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Cr) . .. ... ...... .. . . ....
PV to ru-) Lis 2 > > Cq I__ �T i"t C6 -t z z z
(N-1 -_ —_ 11.111111,;­ - -11.11, 1 10 > >
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Fx K 9 It cyi . ....... .
to to
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OD z 0 W z z CJ K K z
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7 T7 � C) z > > � � ::) CV)
04 It 0 F- -0 - Z K 0 CP T--
- ------ It 00 F . .. ... ........ . . ..... ........ .. ... . ...... ...... C\J z z 1 (1 0) zzo q Z
2 > > ­'' ..... .... . ... > > ZKO q) Z 04
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(7) ZZO ............ > > > to 1 C\l
> Z Z Z, > > E > ,
> > 00 5 5 5
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C:) 5
'CV
cq .6 (6
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C:) z z
z z
> > >
Z Z
oo� IN 11co ,r 0 50 0 1 0 0
IQ — C) 4PO
cl; 6 '6 �i 1� 0 OTO 50 0 0
'C> I� 16CA M 0 C� cs � �C; - 0 ITO 50 0 0 0 0
0
<4 C141 IN — N IN N N "iN NJ IN m C-41, T 0 0 1 T 0 0 01 T 0
0 -0450 ��2 3�00 9
�10 1�0 1 0 0 0 5+60 6 0 +P 7 0 0 8 0 9 0 9 1
................... - 0t00 0
45'RIW 00Z PLANS AND PROFILE FOR Date:
NOTE: DELINEATED 404 WETLANDS LINE ZZO 09-09-21
U) C! § R
24' HAS BEEN APPROVED BY THE US PROPOSED FINISHED BRUNSWICK FO
5< ri-, W SURFACE CENTERLINE Scale:
WITH SIDEWALK WITH SIDEWALK ARMY CORPS OF ENGINEERS. SEE ELEVATION A W 0 _J
22'TRAVEL LANE WIDTH VALLEY TO VALLEY W 50 0 25 50 100 200
HORZ: 1`�- 50'
0.5'5,
_ 5' 1 5' 12' 12' 5' ACTION ID: 2007-00530. PHASE 3 SECTION4
1- 0 L I 0.5 REAPPLIED FOR ON 6-29-15 LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drawn;
MAX.lA"/Fr. IMAX.1/2"/Fr. BY THE LAND MANAGEMENT
GROUP, INC. o o SCALE IN FEET: 1'�-- 50' ------- GW
Checked:
CAR O OWNER: FUNSTON LAND & TIMBER, LLC
00 r­ 00 rl- ....... 1007 Evangeline Drive AHG
p.
M C0 co Cl)
SIDEWALK1.5" S9.5A 8" ABC SIDEWALK S
ir /O�-.. Leland, NC28451 phone:[phone]
& BASE COURSE Lu Project No:
ASPHALT BASE COURSE & BASE COURSE 1<
GRASSED AREA TO MEET OR EXCEED z TO MEET OR EXCEED GRASSED AREA SEAL
W
2'VALLEY CURB NCDOT STANDARDS 0 NCDOT STANDARDS DA CHANGE AND SPOT ELEVATIONS ADDED
110 10-26-21 43166
*NOTE WELL: WITHOUT PARKING
REV. NO. REVISIONS D Z,
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS 45'RAN STREET SECTION Sheet No:
NCDOT SUBDIVISION ROADS
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL NOT TO SCALE PROPOSED CENTERLINE HANOVER DESIGN SERVICES, P.A.
RESIDENTIAL LOCAL ROAD ALIGNMENT STATION LCopyTll�ghtlo, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this LAND SURVEYORS, ENGINEERS & LAND PLANNERS
_��
CONSULTANT, ___ , t . whole or part, without written consent of the Land Surveyor or Enginear, Is prohibited. Only copies from the original of this document, G\\\
CENTERWOOD DRIVE 1h the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies. 1123 FLORAL PARKWAY
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING MINIMUM CONSTUCTION STANDARDS Yo PLAN PROFILE LEGEND WILMINGTON, N.C. 28403
\NO WOODEN EXPANSION JOINTS DURING SIDEWALK CONSTRUCTION *18'PAVEMENT WIDTH' PRELIMINAR" ND PHONE: [phone]
J \11 [e-mail] LICENSE III C-0597 7

CURB
REAPPLIED FOR ON 6-29-15
1.5"ofs9.5A
2%slope ASPHALT BY THE LAND MANAGEMENT
GRASSED
AREAGROUP, INC.
2' RIBBON 6"ABC BASE COURSE
CURB 2' 1'
NOTE WELL: TYPICAL ALLEY WAY SECTION
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS NOT TO SCALE
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA J Drawn:
SCALE /N FEET.' 1 "= 50' 11 G\\\\ttIIIII//// Checked:
CAR O� /i� OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive AHG
00
F�SSIOti9 ��� Leland, NC28451 phone:[phone] Project No:
SEAL
43166
\ Sheet No:
MAYBE INCREASED PER RECOMMENDATION OF GEOTECHNICAL PROPOSED CENTERLINE %� o . HAN OV E R DESIGN S E RV I C ES P.A.
ALIGNMENT STATION Co ri ht g g P LAND SURVEYORS, ENGINEERS & LAND PLANNERS
PY 9 0. Hanover Design Services, P.A., All d hts reserved. Reproduction or use of the contents of this document, or additions or deletions to this
CONSULTANT.document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
PRELIMINARY' PLAN PROFILE LEGEND _wed with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies. // / f t t I i t t t \\\ 1123 FLORAL PARKWAY
CONTRACTOR RESPONSIBLE FOR COMPACTION TESTING /� �/ Z1 PHONEGTON, N.C. 02
O PHONE: [phone]
[e-mail] LICENSE # C-0597 Of:
I
_/
o
co
to
coM
o
to
co
1
0
1
0
1
DA CHANGE AND SPOT ELEVATIONS ADDED
10-26-21
REV. NO.
REVISIONS
DATE

�� .% zt # # # at # � # x # � t .a �# # �# x .�� .�< / ,«.....,,,.,^"'�,,� t tt ',. y t 6 // f✓' .--•..,.--..._.,. _•` � �-`'``.. \ �..-`� � �'°""".^.�,... �` �/..... f � / _ ✓
.�...� d .:' # ,.OP --." 'w`.,^-- -'�.- ....,...�,... e.,_, e....�._,•�_ _J `� �,d' O
ST-37t
EM. SPILLWAY
�. �,r ,,,„.....-.- ....•••.•••• •'�•�^\ \ 5.,, a4. # # .!{ :&\, N # a .% °� a£ # of % .t # .af # xE s` �g / i "�-•'""•. I /� l J// ✓
# # # # # # O 'PI o4 at 0�itl
Y
N,W ETLAN S,% # Do
✓,,. ,\ .\ �� ���'W # � # a ��x s .�§ # a star x ,� j � �r, I� �� � �•,� "� '�" .... (
. ✓ . \ \ / # #1 # # # # / I I / 167.27° XI I I
IT
3:1 SLOPE MAX
` � I I r � � � � � ''Y-. _� , err I � � *� \�, ✓' �.� � � " �
If
1 $ I `.• I t ) I 11 1 I
J �a A/ VE SHELF � � � I � 1 � 4, ff
1..1mm61\
I "1 1" � I, x
\Q\
\V
100,
�� \\ � \\ ! � I // �`i ✓✓ tom.,..
00,odel
t
\ \ //
01
OCyr\\\O
il \ \ ✓ / I �11 � � ` / ��
VTE WELL: Aft S6,41imentphase and the site has been Bally constr'cted and stabilized the pond shall
eleane OUt and; �eted t0 Its approved design state.
30
30
POND C
OSS SETION DETAIL
i
I
i 25
20 _
TOP ,OF_BANK;
19.0 3:1 SLOPE
_ T _W._
I 20
TOP OF BANK = 19.01
}
EMERGENCY
SPILLWAY=18.0 ® e
15
.- , - - - - ---- - - - - -.
------.-.®.-------.-------.
TATE STORAGE
ELEVATION = 15. WEIR CUTS = 15.
15
SLOPE
i
NORMA
WSEL= 14.0
OPE
MAIN POND
6' VEGETAT
SHELF (6:1 SLOPE)
E 3:1 SLOPE E 3:1 S
I
FROM ELEV. 121.5-14.5
AROUND MAIN
FOREBAY
POOL
`
I
3:1 SLOPE
\
10
_�,_ SEDII(AENT
REMOVAL= 10.0
I
SEDIMENT
10
BOTTO = 8,0
E
-'-?
"
1VAL=
REMOVAL- 9
POND
__
_.0
j
31
-BOTTOM 8.0
5 Horizontal Scale =
Vertical Scale = t ::
:30
��-
5
I
i
I
0 -0430 0
x
0 0 0 040 0400
1
0 1 +150
1
0 2 10 2 0 __ 2
0� � 3 0 3
0 3
0 3490 4 0 0
I
A PORTABLE PUMP
TO BE USED TO
DRAIN POND IN AN
EMERGENCY.
EL 19.0
GRASSED
Emergency Spillway
Elev= 19.0
L=60.0'
EL (100)= 18.26
__-EL 18.0
EL 19.0GRASS
I
Emergency Spillway
L= 60' Thickness = 1'min.
Elev= 18.0
Rock rip -rap
d50= 6"
Thickness = 1'min.
EMERGENCY SPILL WA Y DETAIL
NOT TO SCALE
6'min. 12'min. SEE PLAN
ALL SLOPES
3:1 MAXIMUM
w
Forebay volume
LO
WSEL
15-20% of Main
t _14_0
Pool, typical
0.5'
N - -
OUTLET
REMOVE
PROTECTION
o�o0
min. SED,=9,0
AS ON PLANS
L
15.
Forebay
Bottom
Elev.=8.0
FOREBAY SECTION
DETAIL
NOT TO SCALE
WELDED REBAR 4"
TRASH GRATES, •:.► 4 :.► - '.►
GALVANIZED At 11 1.'
4' 4„ 4"
WEIR 3,
4„ cur 4"
CENTERED OVER
6" 36"RCP WEIR CUT
6 WELDED BAR
4" TRASH RACK I
4" BOLTED IN PLACE
ONE EACH BOX
EL=17.0
h h
5' 6"PVC WEIR
Screw Type EL=1550 4"
WEIR CUT Plug
5. 0' 6"PVC TEE
WSEL=
- I 14.0 s-T
6'� 1
j 6^PVCCAP
4 With 4"h0le drilled 114217 4"hole drdded '
forconvolorifice for control critics
EL= 11.75
PLAN VIEW
NOT TO SCALE
S WIDE WEIR CUT
3
1I-,
INV= 361RC11
14.0 INV=13.50 owner
\. PIPE
H5 WGRAVEL BASE
.1'N 1-NCProduels 4848
or equivalent
SECTION VIEW
OUTLET STRUCTURE DETAILS
NOT TO SCALE
MAIN POND
BELOW WSEL
Elev(Ft)
Storage(CF)
Area(SF)
Area(Acre)
9.000
0.0
32602.001
0.748.
10.000,33703.2
34808.545
0.799
11.000
69643.7
37076.644
0.851,
12.000
107883.9
39406.826
0.905
13.000
148486.2
41801.747
0.9601
13.500
169692.6
43019.063
0.988
14.000
191823.7
45505.074
1.045
FOREBAY BELOW WSEL
Elev(Ft)
Storage(CF)
Area(SF)
Area(Acre)
10.000
0.0
6762.791
0.155
11.000
7290.8
7828.971
0.180
12.000
15683.7
8966.820
0.206
13.000
....
25250.2
1 10176,199
0.234
13 500
30495.9
10806.717
0.248
14.000
.......
36226.3i
12123.360
0.278
POND ABOVE WSEL
Elev(Ft)
Storage(CF)
Area(SF)
Area(Acre)
14.000
0.0
57628.433
1.323'
14.500
.........
29565.2
60625.519
1.392'.
15.000.60262.4
62147.592
1.427
15.500.91724.5
63684.157
1.462
16.000.123958.7
65236.452
_.
1.498
17.000.190774.2
....
68386.200
1.570
18.000,
260769.3
71596.696'
1.644
19.000
334004.7
74866.842
1.719
NOTE WELL:
1. All storm water runoff from built upon areas
(i.e. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swales, overland flow,
additional grading, or landscaping inlets.
30
25
15
10
R
11
NOTE: NO SURFACE WATERS EXIST NOTE WELL:
NOTE: DELINEATED 404 WETLANDS LINE 1) CONTRACTOR TO ENSURE THAT
HAS BEEN APPROVED BY THE US STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
ARMY CORPS OF ENGINEERS. SEE TO CURB INLETS AND DRAINAGE
ACTION ID: 2007-00530. STRUCTURES.
REAPPLIED FOR APRIL 2010 BY
THE LAND MANAGEMENT GROUP, INC.
50 0 25 50 100 200
SCALE IN FEET. • 1 i= 50'
REV. NO. REVISIONS DATE
___j
Copyright8, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.
STATE STORAGE VOLUME
= 92110 of
100-YEAR WSEL= 18.26 EMERGENCY SPILLWAY EL = 18,0
ELEVATION = 15.5 WEIR CUTS = 15.5
;EL= 14.0 INVERT OUT= 14.0
EMBANKMENT 19.0
3 18.0
I
u
6' WIDE, 6:1
OP
VEGETATED
SHELF
OS
SEE DETAIL
EI.= 13.5 to 14.5
SHEET
Aqualc Vegetatlon Zone
EMBANKMENT SECTION POND No. 50
ORock to top of pipe
both sides
o SLOPE
Lu EMBANKMENT
w
O
See Narrative for
additional details
2'min.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
NOTE:SEE SHEET 6 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
OOP OUTLET PROTECTION
NTS SIDE VIEW
AQUATIC VEGETATION
AQUATIC VEGETATION ZONE:
FROM EL= 13.5 TO EL= 14.5
SUITABLE SPECIES FOR PLANTING IN
THIS ZONE ARE AS FOLLOWS:
- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
- PELTANDRA VIRGINICA (ARROW ARUM)
IF ONE OR MORE OF THE SUGGESTED SPECIES
IS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGION MAY BE SUBSTITUTED.
50 PLANTS PER 200 SF OR APPROX. 33 LF AT
WATERLINE TO BE PLANTED; APPROXIMATELY 1,485
PLANTS FOR POND NO. 50
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
0
30
25
20
15
10
5
N

JG TREE
DRIPLINE
T MIN. STAKE
PROTECTIVE-' HEIGHT ABOVE
BARRIER GRADE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
NOT TO SCALE
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
3000psi CONCRETE 12" 12'
I
1 112" MIN. BITUMINOUS PAVEM NT N "
I �
I ti
SEE THIS SHEET
FOR CURB INLET DETAIL
CONCRETE CURB DETAIL
NOT TO SCALE
2" ASPHALT
TYPE "1"
EXISTING PAVEMENT N.C.D.O.T. SPEC.
__­1EXISTING PAVEMENT
6" COMPACTED MARL BASE
(D.O.T. REQUIRES 8")
DITCH LINE (PIPE DITCH LINE
NOTES:
" BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS ETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
" CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
STANDARD SHOWING METHOD_
MAKING PAVEMENT REPAIRS_
WHERE PIPE INSTALLED
NOT TO SCALE
Z-0-
T-4.5" 0'4.5" 1/2" R
WHERE REVERSE CROWN
IS REQUIRED GUTTER SHALLR
SLOPE AWAY AS SHOWN
1 1/4" R
6
T,.q
1 .75"
STANDARD CURB SECTION
TYPE "A" SD7-01
NOT TO SCALE
PROPERTY �I
ry LINE
A.
LANDSCAPE LANDSCAPE -
TIMBER TIMBER
Z
C.I. BOX &COVER
t �
C.I. BOX &COVER
N
M
45'ELBOW I Z
' M
t
MAXIMUM 45' LONG
LATERAL SWEEP AS REQUIRED
TO REACH OPTIMUM I __
DEPTH
t
--- --- _� 18"NIPPLE &
GLUED CAP
VARIABLE SLOPE ANGLE 1 45'ELBOW
1.59d MINIMUM 45- REQD. /' LATERAL
18"NIPPLE & -
GLUED CAP
MAXIMUM 45' LONG
BEDDING AS SWEEP BENDS AS
SPECIFIED `. ` ;r REQUIRED
SEWER
FAR SIDE LATERAL MAIN NEAR SIDE LATERAL
NOTE: USE WYE FITTINGS AT SERVICE
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
NOT TO SCALE
N
4
0 U-611/16"
U-01/8"
fV
0'•0 1/8"
U-0 3/4"
U-0 1/16"
U-0 1/2"
N
0 0'-4 3/4"
SECTION "A -A"
GREY WVC 6HD CAST IRON OR EQUAL
HEAVY DUTY
VALVE BOX LID
NOT TO SCALE
r
i
v
/
J
! O
i
I
t
q
PLAN VIEW
FINISHEDGRADE
e e s
CONCRETE COLLAR
MORTAR OVER -FLANGE
:INSTALLATION
THIS REQUIRED WHEN II
I
"^-WATER
VALVE BOXES AND CLEANOUtS ARE
LOCATED IN PRESENT OR FUrURE
VALVE BOX EXTENSION
AND CASTING CENTERED OVER
PAVED AREAS. PRIOR MSETTING
VALVE NUT.
CASTINGS, NEW INSTALLATIONS WILL
SEWER CLFANOUr CASTING
REWIRE 95X COMPACTION OF
CENTERED OVER STACK.
BACKFILL IN 6" LIFTS.
CLEANOUT OR VALVE
IN PAVED AREA
NOT TO SCALE
EXISTING GROUND
12"
COMPACTED BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
W
m
of
COMPACTED BACKFILL TO
j
90% MODIFIED PROCTOR
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
6„
COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
8"
COMPACTED
y
GRANULAR MATERIAL
UJ
a+
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD
PIPE
TRENCH DETAIL
NOT TO SCALE
GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
ADDITIONAL ADA NOTES.-
1. REFER TO 2018 NCDOT ROADWAY STANDARD DRAWINGS NUMBER
848.05 - 848.06 FOR RAMP DESIGN AND DETAILS.
2. ALL RAMPS RAMPS, HANDICAP PARKING, AND ACCESSIBLE ROUTES
SHALL COMPLY WITH THE LATEST ADA GUIDELINES
3. RUNNING SLOPES ALONG AN ACCESSIBLE ROUTE EXCEEDING g� SHALL
BE CONSIDERED A RAMP
4. 8.33% (12:1) MAX RAMP SLOPE
5. MAXIMUM CROSS SLOPE ALLOWED ALONG ACCESSIBLE ROUTES:
2.00%
6. ALL CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING WITH A MAXIMUM
CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE
PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO
CURB.
7. CONTRACTOR TO ENSURE SLOPES IN HANDICAP PARKING STALLS AND
ACCESS ISLES DO NOT TO EXCEED 2% IN ANY DIRECTION.
8. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20
SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH ADA RAMP
GUIDELINES. IF A RAMP RUN HAS A RISE GREATER THAN 6 IN OR A HORIZONTAL
PROJECTION GREATER THAN 72 IN, THEN CONTRACTOR SHALL HAVE
HANDRAILS INSTALLED PER ADA GUIDELINES ON BOTH SIDES.
Bi
1/2" EXPANSION JOINT
1/2" EXPANSION JOINT
SIDEWALK
4'4"
3'4"
4'4"
SCORE
12:1 MAX
VAR
VAR
VAR
SLOPE
iCK OF CURB
GRASS STRIP
DEPRESSED
CURB
VERTICAL BREAK
IN CURB
EE NOTE 2
�n: rn "AIAI
PED-X-ING
PLAN VIEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
NTS
SEE NARRATIVE FOR
MORE DETAIL AND
ALTERNATE METHODS.
SECURE WIRE MESH
TO POSTS AT TOP,
MIDDLE AND BOTTOM L
2'FLAP UNDER
STONE TO
ANCHOR CLOTH
NCDOT #5
OR #57 WASHED
STONE
2:1 SIDE SLOPE
MAXIMUM
FACE OF CURB
SLOPE NOT TO
EXCEED 12:1
STEEL T POSTS
1.25 LB/LF
5' LENGTH
MAXIMUM
4' SPACING
19 GAUGE
/ HARDWARE CLOTH
1/4" MESH OPENINGS
MINIMUM HEIGHT
/.//
OF 2 FEET
DROP INLET
WITH GRATE
co
Z_
In
Y Z
-
L)
0�
L
Z
ISOMETRIC VIEW
NTS
PRACTICE 6.51
HARDWARE CLOTH & GRAVEL INLET PROTECTION
0'-4"
M4O
„
a,-4„
VIEW A
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE.
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT.
6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL.
NTS
STANDARD TAPPING
DETAIL PRE -CAST
FIRE HYDRANT NOTES
HYDRANTS SHOULD BE 18" FROM CENTERLINE OF STEAMER
CONNECTION TO FINISHED GRADE, THIS INCLUDES LANDSCAPING.
STREET VIEW OF HYDRANTS SHOULD NOT BE OBSTRUCTED FROM
VIEW BY LANDSCAPING OR OTHER UTILITIES FOR A 3' RADI US
AROUND THE HYDRANT
ALL LANDSCAPING AROUND THE HYDRANTS SHOULDNOT
OBSTRUCT ACCESS TO THE HYDRANT
ALL HYDRANTS REQUIRE A 5" STORZ CONNECTION ON THE
STEAMER CONNECTION OF THE HYDRANT.
ALL HYDRANTS VALVES WILL BE LOCATED OUTSIDE OF SIDEWALKS
PUBLIC ROAD
_ _ _-_ _.
�2
� c
6" MINIMUM/
�O
THICKNESS G�ZiI'� GTi
9S GO
P
T%T' COARS (�Q
AGGREGATE
NOTE: SEE NARRATIVE 12'MINIMUM
FOR MORE DETAIL.
N.T.S.
ENTRANCE/EXIT DETAIL
SEE OBSTRUCTION DETAIL
ALL WHEEL CHAIR RAMPS AND CROSSWALKS SHALL BE ADA COMPLIANT
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
IL CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"=1" (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'4"). WIDTHS MAY EXCEED 40" IF NECESSARY.
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
VAR 4, 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAL STREET.
6, PER ADA, ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE WARING SURFACE.
SEE NOTE 2(TYP) Y' `::>.
111. ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RAOI WHERE MARKED (SEE NOTE 6).
4'-0"
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
2 -0'
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
TYPICAL LOCATION OF WHEELCHAIR,
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
--_-- ---- -- - ---� - -- - ------ -------------- -__-- -- --
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
PEDESTRIAN CROSSWALKS & STOP BARS
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
NTS
PRINTING OFFICE, WASHINGTON, D.C.20402.
F
F,
C
F
8"MINIM
4"MINIMUM SECTION
FILTER_
FABRIC
BACKFILL
MINIMUM 8"
THICK LAYER
OF GRAVEL \
8"MINIMUM
V-TRENCH
WI
14"MINIMUM
SECTION
La i
RCP ..r . W
24"-36" T
48" & 54"" "" Rcp Rcps-15' T■
OUTLET PROTECTION and
ROCK STABILIZATION APRON
NTS
EXTENSION OF
FABRIC AND WIRE
INTO THE TRENCH
Note: Metal stakes are minimum 4' long, 1.33 Ib/LF steel.
MAXIMUM SPACING,
SEE NARRATIVE
COMPACTED FILL OR
GRAVEL, EXTENSION
OF FABRIC AND WIRE
INTO THE TRENCH
I
NOTE:
SEE NARRATIVE
FOR MORE DETAIL.
ISOMETRIC VIEW
NTS
SEDIMENT FENCE ( SILT FENCE).
PRACTICE 6.62
RCP DIAMETER
La
W
0150
dMAX
APRON
REQ. STONE
ALL 18"
15'
15'
3"
6"
1'
approx. 7cy
ALL 24"
15'
15,
3"
6"
1'
approx. 7cy
ALL 30"
15'
15'
3"
6"
1'
approx. Icy
ALL 36"
30'
15'
3"
6"
1'
approx. 14cy
ALL 48"1
20'
20'
3"
6"
1'
approx. 13cy
ALL 54'
1 20'
20'
3"
6"
1'
approx. 13cy
ROCK STABILIZING APRON
La
W
d50
dMAX
APRON
REQ. STONE
TWIN 36"
10,
15,
3"
6"
1'
approx. 6cy
TWIN 24"
10'
15'
3"
6"
1'
approx. 6cy
TWIN 18"
10,
15,
3"
6"
1'
approx. 6cy
NOTE WELL
1) OUTLET PROTECTION & 2) SLOPE IS FLAT (U%)
ROCK STABILIZATION APRONS FOR A MINIMUM OF 2LF
REQUIRED AS SHOWN ON PLAN. 2' MIN. BOTTOM WIDTH.
Rock to top of pipe
both sides
O=
Lu
SLOPE
O
EMBANKMENT
H
_
See Narrative for
additional details
2'min.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
SIDE VIEW
NTS
REV. NO. REVISIONS DATE
CopynghtQ, Hanover Design Services, P.A., Aff rights reserved. Reproduction or use of Me contents of this document, or additions or deletions to Ibis
document. in whote or part, wid mit written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signawreand original seal of the Surveyor, or Engineer, shall be considered to be valid and true copies.
CARO
0 ..O� 2ss o�9
�. 7
SEAL =
43166
:9 �NG , Q
G
1///I//IIIIi1TJ` G-J Z%
[e-mail]
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE # C-0597
Date:
09-09 21
Scale:
N. T. S.
Drawn:
AHG
Checked:
AHG
Project No:
88.9 P9 S5
Sheet No:

Iv W FILL TW OF �= 70P W rn1 70 OF FILL TW OF FILL 70 OF Pal FLEXIBLE PIPE S o"
11 H r4? F>. X � BILL OF MATERYALS HQ
�- < <"'� ■ �� SEE SECTION Y-Y FOR DIMENSION 4 COMMON CONCRETE ALT. BRICK ALT. ¢FB: .
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"z Diameter
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ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION NORMAL EARTH FOUDATION M ■BMpIr or �. r0 10 N /0 111 04 1Q 40 50 74 b BRICK CUBI YAR IN WALL F T OF HEIGHT 0- ...
ROCK FOl!lOATION UNSUITABLE MATERIAL FOUNDATION M 1Q „ 100 /0 tQ so st s of .s 47.6
PIPE IN TRENCH PIPE IN TRENCH n is 74 w N /Q /1 I-
TW W rtLL- TO► W FILL TOP W FAL 7 2910P OF FILL 7aP W FIIl TOF OP ►III 70 9Q 01 70 tQ 41III W
® -_ 7 4� /4 1Q p "C„ VEHTICAL BAflS J co
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LL
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RIQID PIPE LL g8 BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. OC ZO
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RCP _ AAMRO W70 ., a -PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN O (J Tit
N - THIS FILL EIIWM WMIAo VM0170RLLY AT ANY POW ® ea■or WWWn1 wTEEAL EMD I1B r EAMD is, TYPM T N - M FILL N■tER rMMIM YrFrDYLY A7 MF FOEI► ME■QF rOOIPILL WUEOAL EA■M III r EADD II, • (ErXlMW till) 10' - Clew II pipe LIEU OF BRICK MASONRY CONSTRUCTION. P-I ¢
ALON THIS I = Per THE TOP W THIS PO'M TO IN TOP �■ Ale COI ��- NON THE PIP■ I= TIE TOP OF ISO PM 70 THIS TOP ® M wos R . aN - CLre III pipe -INCLUDE REINFORCING STEEL COST IN THE UNIT OR U. U
OF TIE � AT THAT POOH. OF THE EiME•I► AT T1M IS POW. SW - elms IV Pipe
® AOF■OMM SUITABLE LOW EOEMAL. ® "HOOD INUMMA■ I XML MEffAL ARM smaLm. 4W - OIs" V pip* LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". LL Q
TAr DIM To FILLY omrwr wmmm mM OF nm DAMMU. TAM (ME To POLY OOWWOF M ION![ OF M M WAMML. _ -REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE. Q 0
- FEVI;a: y/-, EEm11Eoo MMOI w1rW, vEI/�u,_I IDIE/I FILL NEEB MM MIOMI WERE CALMQATIM tMIIN -CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
0 IIEIOII� MMIM ■ (For H3L > 4d A. < tMM we LIMO D1F'eot Ortlpl ED'tJlod) AAOM LAFD MINE OM/IMI M+EOIFIOATIOIM ° I WILL BE PERMITTED. �,
+, r4 ImMar MAOM DE■QF wTEOAL EADD III r OIAr II TYFE f ,; rr LmMWr FFAOM ErJQF wTrxAL Dues III a Our II 7YFt 1 -CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
IOr � LMAVM MMOFIaI IEEOILY i P'aF� MrI. I WATEMAL OL40 V r K M FOIMINTmr DOIErF$m . ENYrWE PM Fin EMOIIE. LAME nm= Dummy MEEATII PN IILWF w1EEA1 CLAM V r VI FISH POLIMU M OWEIT'IOIIM. ENM ULXM •FILL N/IMR Ia FEAMIRED FaOM TIM TOP OR TIM FL7 MI/BT a OF 0
• V MUM
DMIROW Z WIOM'nl OU Q1M TYPM D mrmnw AN oumm or TIE EMIIEM. SHEET 1 OF / INDUMM M FWM rATIIN AM RAMILL EML sm TYR a 4■OIEQIIa As taxwom av TN, ENO•w, SHEEP 9 OF 8 1' asimat wvm FOR ALL MIRE MAIN PIPE STANDARD SPECIFICATIONS.
AMMSLUI DSRmir. AOOIMLIMM OE■NORr. M.0� TO THE Bo1'eoN OF THE PAVI [ anM10TIMe IN AOCOIM)RNOE ISM THIS sTAN0A1a1 tM nCOkTIMMD I aw.09 PLAN QF BASE -PROVIDE GRATED DROP INLETS OVER T-6" DEEP WITH STEPS
SPACED 12" ON CENTER AS DIRECTED BY STD. DWO. 840.66. SHEET 2 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. 840.35
Z FRAME �G 0 0 GENERAL NOTES: Z Z
S` 2(n BACK OF CURB ,y'EE ,y'IO,N . 4 . 3 USE CLASS "B" CONCRETE THROUGHOUT. O Ui O
- I EXPANSION JOINTS I.- >- I.-'> N
¢ x PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" 2�" H--> *STD.840.02
6" Ems•( " ¢¢ �„ ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Qa3 , DETAIL SHOWING TYPES OF GRATES y,11�" Q¢ STD.CURB
a�-6 zcc c� zgx USE ACCORDING TO WATER FLOW. NCDOTCATCH BASIN
F-I ED TO N OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Fy ' O U 11/2" Z tr 5 U SECTION
#4 BARS "V" 6. 6 LL J O I--1 '�"' � it ::2. v'L o 12" CENTERS AS DIRECTED BY THE ENGINEER. U. J H B �' O U'
STD. B40. 03 FRAME G. Z Y •• Y 1 Z LL J F-I
PRATE 8 HOOD O O = - o;. A L USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O occ O S - O O 2 z
11g T.I iL2 W aZIL :� ,i ,q IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Z yI�QIL
3„ I I to
Q U 2 O m - ... AS SHOWN ON STD. NO. 840.00. H U O C=7 TYPE "G" TYPE "E" TYPE "F" A ,�F t U O � 61I
N III cc O W :o• ;� 8" .o B g" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. H 1- ~ Z W A H 2 ~ Z '"'
i_F T -1 \\1 M L_� L.
¢ LL Hw J FO 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER U LL O J O H O J Q
R i* z w R w = w OOIA¢ ° •° - USE a WALLS AND BOTTOM SLAB. ADJUST 6 N _ �_ °' ,.... ,.- ro s' o HEIGHT O Q OC Hy (� TRANSITION EXPANSION
Q o e'-0" Z I -I ¢ .• .... • ;°;: .: ••:a;.• .,.: , QUANTITIES ACCORDINGLY. Z a WATER FLOW - SAG WATER FLOW �- B O o O _J iv _ 6
�- > - " z I -I SECTION JOINT 1r '
, UZI
1TM F _ .
°. w m PLAN FI>,I : CONSTRUCT WE TM PIPE CROWNS MATCHING. F> '>
L < -i 9'>- CURB AND GUTTER WITH CATCH BA81N ON STEEP GRADES W ❑ PLAN x T ' " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". LEI O W
mju
TOP ❑ SECTION X-X ❑a wELEV. 6"_ TOP ELEVATION DRAWING NOT TO SCALE. Z 10'TAPER 10'TAPER
Q,it
USE ON FLAT EXPANSION JOINT ip B 1>[" I 13 n O a J LU
LU *3'-1 1/2"
GRADES 2V AND UNDER 11�2'I 5/8" y'11 LU p -1 PLAN VIEW
TOP ELEVATION
S _ DEPRESSED GUTTER LINE FSEE RAME GRATE 40. HOOD STEP - TD. NO. 840.68 __..I --
EXPANSION JOINT 3 - A STEPS - STD. N0. 840.66 I I� SECTION B-B a LU t_) FRAME, GRATE AND HOOD CURB
W Z Q
PLAN OF TOP SLAB SECTION S-S B B TOP ELEVATION 21/ " z 0: - D NCDOT STD. 840.03
cc a ,I 1 O F1 (� O F NORMAL GUTTER FLOW LI E
ELEVATION O Z 1 L t. A O Z -+- WATER FLOW SAG WATER FLOW -- O O(O
NORMAL CURB AND GUTTER ON LIGHT GRADES LL 1„4 - o , ,� �., -, . LL H LL O < FRAME 8: GRATE...............................................................
:: 8 a B E
T Y'•
T
f:3 y TO .:'P'"v%'°. v'P"v'°:v' �j' ~ E+i !• .� ______ --------- -__-_
NORMAL GUTTER LINE Z Q W ) a' t 4.. z Q LU „ , n it z 0 U I i:. :: .:::::::::-: 9rz.li I
EXPANSION JOINT 6' '"1 CO a- F .P x g" G ,: g" 3 Mo CL TYPE F" TYPE ' E" TYPE G TYPE - E F- OPENING
6" I-�E #8 "W" BARS #4 BAR B' TOP Q '"' ___________________________
i° USE ON GRADES OVER 2'e ELEV. = a SECTION Y-Y 6 C !' 6" ~ R ROW D
¢ Z Q it
( , ;r a U i I i i DEPRESSE
Plow XCES0 0 ; ;� D tF .' D :; O 0 RAISED FLOW AR ❑ Q ❑ i i is i GUTTER
0 RISER HT. >•. :r ❑ I� It r/ %6" HIGH .. Q PRE A T ' I i i
DEPRESSED GUTTER LINE � a UT VARIES - :Y . tr Q RAISED FLOW ARROW P 2 0 I I
,p 10„ 6,-0, �:}%
Q V 0 0_ g„ ~. p;. . •.... .F. T. r V O %6" HIGH I _ Q W Z CONCRET J i i 1 i
6, EXPANSION JOINT 1, O„ MAT(,FU1W S - ..v I r.• ❑ - - Z < ... ATCH OO = j '
¢ s' !' T SECTION J J : <! :•. :;! :•:, Q W x O O ¢ aC a I. I _
z z
,>'z" m •• U) BASIN Q I F---F---
DOWEL ELEVATION F LU r• r- p I- W� O F 0 .J i - 'r----
cn W , r WHERE 30" TO 38" PIPE IS USED CO)W �° 1" �. I I F d,
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES :v; SEE NOTE SECTION M-M 11�" r m Z R o. I
Q1.i °- WHERE 30" TO 36" PIPE IS USED WHERE 42" TO b4" PIPE IS USED >¢ 1/ , r z� > O US i i
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT H WITS NO RISEN * Z RISER HT. 3 Z B, a O 1/S" 9 < W W to j 'j I I OUTLET
DIMENSIONS OF BOX AND PIPE COVER GU. VD3. CONC. IN BOX DEDUCTIONS VARIES
PIPE SPAN WIDTH WIDTH SPAN YIN. HEIGHT DIMENSION BARS BARS-V BARS-W TOTAL TOP BOTTOM T• mM• ONE PIPE "• ' v' ' •• ' r T "• ' �' ❑ O PIPE
D A B C G H E F NO- LENGTH N0. LENGTH N0. ENGTH LBS. SLAB SLAB M[NIMIM O (.i --- ---- --- --- ___ ____I______ __________- _____i___
t HI H C.M. R.C. cc J ,. :{. J cc Q. I 11�n 1 " / , ¢ � ¢ 1 4 , +
0.235 0.772 0.016 0.02g B M .. .';: . ,F---=,;..,F, M 1 F-�- �BII �L 1 z R LL LL I ' . a 41
F 11/2" 3 'y.� Tj " O I
15" 3'-0" 2' 2" 3'-0" 0.235 0.829 0.023 0.036 " F 'I• A 2'-ii�q,' 2'-11 (+• ------------------- SEE NCDOTSTD$---------------i---`---'-------------�
18" 3'-O" 2'-2" 3'-3" 0.285 0.887 0.033 0.049 M' A C 1
o.059 0.085 r 852.05
24" 3'-0" 2'-2" 9 -9' 0.321 1.433 f < _ I I _ 2 + 1 �'�I L.� /8" rL 7�v2_ 840.02
. •.. • • �l F'� 1 '1 f` I
P'•
m
90" 3' 0" 2' 2" 3' 4" 4 -3 1' 2" 4' 0" 4 1'-5" 2 3' 9" 3 3'-9" 39 0.123 0.321 1.433 O.OB2 0.127 '• L
.;Sg" 3'-0" 2'-2" S'-10" 4 -9' 1'-8" 4'-0" 4 1'-11" 3 3'-9" S 3'-9" 43 0.161 0.3SB 1.714 0.132 0.178 WHERE 42" TO 54" PIPE IS use0 '1. LL ': F• OR FURTHER DETAILSECTION VIEW N
az' 9'0^ z'-z° a'-5' S -3 5° 3'-r' 4 8° z 2'-n" 3 z'-,r' 3z o,1,z o.a,s 1.73g o16° 0.249 M.: ; .M:: :•° .r, ;e' •.•••: ,T , .i.;,.:'.•:':•.' 5� " SECTION A -A r- I 7 *USE 2'X6', DOUBLE INLET OR EQUIVILANT IF LABELED IN CHART
48" 3'-0" 2' 2" 5' 0" 5 -9 2' 0" 3'-2" 4 2' 3" 3 2'-11" 9 2'-11" 35 0. 145 0.362 2.062 0.235 0.317 s"" I-�--
Sa" 3'-0" 2'-z" s'-7" 6-3 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11' 41 0.180 0.388 2. 7 0.297 0.401 DETAIL SHOWING METHOD /8 '
SHEET 2 of 2 PLAN PLAN SHEET 1 OF 2 TYPE - F �vI SECTION A -A SHeer 2 DF 2 PRECAST CURB INLET
- RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT $4O . O2 84Q 02 TYPE G - --- ----- - ----- -
f7 G 840 • 03 NOT TO SCALE
E zo zo GENERAL NOTES: zo
OPTIONAL MANHOLE 43„ F > y 7ti Pyr „ * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: Sanitary
s" A s" 5g NOTE: USE TYPE "E", "F" AND "G" GRATE - ¢ p.q :--. I'' eao.ob, 840.05, Ba0.,4, Ba0.,5, ea0.31, 840.32, 840.34, I- ¢
17
E GENERAL NOTES: Z ¢ i V UNLESS OTHERWISE NOTED. PI ` P Z , = 1, 6" I, 6" ,� 840.35, 840.36 AND 840.41. Z H =
Q U 1" MIN. * ¢ U
Y G I"I U' F-r ('i INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE ti U
g" CHAMFER ALL EXPOSED CORNERS 1". LE. J OI-I pp --II-- LL J O F•I CLR. (TYP) SECTION VIEWS WITH NC00T STANDARD SPECIFICATION SECTION 840. W J a'--' Z
L USE GL455 "B'" CONCRETE THROUGHOUT. OB �p OCrZ .. I" MIN. ' USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 0cc 02 - - SANITARY NETWORK
x - x OPTIONAL CONS7ftUCT[ON - MONQLITHIC POUR, z" KEYWAY, OR U Cr- YNNda Lu<<8= cLR.(TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A7064 waz¢LL= DN STRUCTURE UP STRUCTURE DOWN INVERT FT UP INVERT FT LENGTH FT SLOPE % MATERIAL SIZE IN
D _ r �_T D Y4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. ¢ H<-- 21i8„ I I 21�5' ¢O=OCD .v WELDED WIRE FABRIC (WWF). �UaCOU' - ( } ( ) ( ) ( ) ( )
m J m 1 ; use roRMS TO CONSTRUCT THE BOTTOM SLAB. H III z;11 -•-i F•'==x- = z w .. 4x4 W4xW4 #5 REBARS @ 12" * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". P _ ~ z w M H 1 - MH2 4.80 5.96 282.73 0.41 PVC 8.0 --- , } - m Roo I m� _ � N N cn� O WWF (LAP Co i.- O
r_ IF REINFORCED CONCRETE PIPE 2S SET IN BASE SLAB OF BO%, 5 " LI- -M PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD ,+- J
° < , ADD TO BASE AS CONCRETE
ON STANDARD NO, B4o,0O. OOIJ)x = SECTION - LL SECTION - MM trO''-'¢ WWF 6" ON CENTERS (HORIZ. t-r MH2 MH3 6.06 6.34 67.27 0.41 PVC $.0
- - 1 - - - v m u ,1, '7 , Z H•1 11 O O Z H 2 TO FABRIC) 8 VERT.) 1926.704. GOO ¢
,� _ PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS H� A �� A ALIGN FRAME WITH INSIDE 13�rr r> (USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED Z�H MH3 MH4 6.44 7.30 212.35 0.41 PVC 8.0
I- ` -� - 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. W p O EDGE OF WALL TO ALLOW = I-•� O_ 0 4' X 4' 8 LARGER UNLESS ALLOWED BY DETAIL IN PLANS. a- O MH3 MH8 6.44 11.77 323.43 1.65 PVC 8.0 O O I W DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS To MEET ASTM C913. W
FOR VERTICAL AOJUSTNENT .•;v;
e1.1:I 3"-••I ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES OO 1" f ❑ ,I TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ❑ MH4 MH5 7.40 8.82 345.68 0.41 PVC 8.O
`9 TO INCLUDE THE ADDITION OF THE MANHOLE II.E. DIAGIxJAL BARS WALL SECTION '' 1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
Y SEE STANDARD B40.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
:,
FOR MANHOLE COVER &FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) �� PROVIDE PRECAST STRUCTURES OVER 4'-O" IN DEPTH WITH MH5 MH6 8.92 9.96 253.37 0.41
PLAN OPTIONAL SPACED
s oo �� Pi_AN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. N0. 840.66. MH5 MH10 10.50 11.14 155.75 0.41 PVC 8.O
C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP SECTION - BB 6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
BRICK MAY BE USED ELEVATION I8 12 FEET. SECTION - PP SECTION - NN MIN. MIN.. THE SAME MIN. AREA OF STEEL IS PROVIDED. MH6 MH7 10A6 11.1$ 272.48 0.41 PVC 8.O
TO ADJUST FRAME S B
6" COVER TO SURFACE * SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 Of NCDOT MH1O MH11 11FICATIONS..24 11.94 170.10 0.41 PVC 8.0
ELEVATION MAX, 1' U114 Pam" J ,po 'I1.
��mmll Z #4 REBARS @ _4a LIMITSTA AMAXIMUMRD ISTRUCTURE SIZE INSIDE CLEAR DIMENSIONS I- MH11 MH1212.04 12.81 108,75 0.70 PVC 8.0
r p �( FRAME,GRATE, 8 HOOD ASS'Y Nv Q0 #4 REBARS @ 6" CENTERS ;¢ TO 6'-0" X 6'-0".LLOa L0 - O O . 6" CENTERS EACH WAY m * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE MH8 (v1H9 13.87 14.50 110.63 0.57 PVC_, OUTLET PIPE .-1 m W I LL O m EACH WAY r` ~SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER LL (.) Wrg J 6" 2r O" 6" CD2 LOCATED IN IS GREATER. U' UJ
ow z 2 CENTER THIRD z �tI o E OR F 1I " '--'I Z S a I -a 0 U ' OF WALL * ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA Fy � �
B„ �I ��' 39 O z HI '_0" _ v3 I - 3 Z � RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. 3 d
INLET PIPE r - SECTION T Q 1-•4 < O- ui- - `r _ � Q (¢j DWG. 840.34 FOR MANHOLE INSTALLATION.
B., .. ': C-C OR D-D DOWEL ❑ v J_ a 0 ❑ ccStorm Sewer Summary
SECTION X-X s 0 Z K L M -Ko, N N 1a. 0 U) Q PRECAST RISER PLAN o IZ-I N
W o Q W Sewer Network Table
DIMENSIONS AND QUANTITIES ron CONCRETE JUNCTION BOXES ❑ i � ¢ SECTION AA 2 #5 BARS EACH SIDE
DIMENSIONS OF BOX AND PIPE REINFOflCENENT TOP SU,B CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE ¢ W a F
Z a Q OF OPENING FULL SPAN _ ,�. 6" �L' 6" Z W
6" PIPE SPAN WIDTH HEIGHT BARS "A• DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDS. � I- O c � �-. 1" MIN. CLEAR tO MIN. MIN. F_ OD a DN STRUCTURE UP STRUCTURE DOWN INVERT (FT) UP INVERT (FT) LENGTH (FT) SLOPE (%) SIZE (IN)
" % 6" TOP BOTTOM MILLI LBS. CU. YDS. W = CV L M CO ST-2 12.00
EXP. JOINT D A B H NO. LENGTH E F SUB SLAB FT. OF NT. RE IMF YIN. "M„ C.S. R. C. > �. F- 7' � � l:n Z -
. . , r J PLAN ¢ O STEPS L OR 'W' + 2 WALLS 1 MIN. CLR. I�•I 4 ST-3 12.30 12.377 34.00 - 0.200 42.0
Q I_ FRAME N SECTION - JJ " } 1
B„ 12" 2'-D" 2'-O" 2'-3" 12 ""', 3'-0" 3'-O" 0.167 0.167 0.185 22 0.750 0.015 0.024 0 Z 3 Q a ST 2
• I 15" 2' 3" 2'-3" 2'-6'" 12 9'-0" 9'•3" 3'-3" 0.196 0.196 0.204 24 0. 902 0.023 0.038 Q O "- �•-I I-.- -�I -I I••� T-0%8" 5 9 W (n 1 5 . #4 REBARS m . LU p Y •' 'a' O LL ST 3 ST-23 12.87 13.18 155.72 0.200 36.0
I! O (� II 1ks" 11fe° II t/2n ¢ O - - _ 8" CENTERS 4x4 W4xW4 '_p•, ',0••' Q C
8„ �I r x 18" 2' 6" 2'-6" 2'-9" 14 3' 3" 3'-6" W-8' 0.227 0.227 0.222 30 1.065 0.033 0.049 _ R O 3 - is WWF (LAP WWF m - - P. ,• O• : P' • , O Q ST-3 ST-4 12.87 13.18 155.74 0.200 36.0
�T I- - I I" 3„ R CC c1 10
a
¢ ¢ :I •' G 6' ONTO FABRIC 6, ' . •. p ': E[ fi
�- 24" 3'-0" 3'-0" 3'-3" 16 3'-B^ 4'-0" 4'-O" 0.296 0.296 o.25s 40 1.434 0.059 0.085 . ; ILO ) o s ;v•; ° -, :o•' ° ;v• H ST-23 ST-24 13.18 13.47 145A8 0.200 36.0
30" T-e" 3'-8" 3'-9" 18 4'-9" 4'-8" 4'-6" 0.975 0.375 D.298 51 1.gg0 0.082 0.127 u ' , `�
11'2" 2'_O, B, 2" v2 W Q x c
r 7 2 #s BARS @ y ,o' • ° ... ;o ST-24 ST-31 13.47 13.74 131.83 0.200 36.0
98" 4'-0" 4' O" 4'-3" 20 4'-8" 5'-0" 5'-0" 0.4B3 0.483 0.393 84 2.341 p,132 0.178 B" 6' 3�" _ _ _ _ _ _ _ _ #5 REBARS 12" ' ,' ' G : ' v' ' O : ' I-
OPENING 1" 6•
6" " 41" 4'-e" 4'-1" 4'-V 22 5'-3" 5'-8" 5'-8" 0.560 0.580 0.370 77 2.878 0.180 0.243 3Y2 3'-0"I 3b2" 3A11 OT4$" Y2" CLEAR (SEE NOTES) : CENTERS `,•0•',0'.•°`,• .',a•'.'°`.•�. ST-24 ST-25 13.47 13.67 98.40 0.200 36.0
"', b'-4" 5'-4" 5'-3" 26 6'-9" 6'-4" 6'-4" 0.743 0.743 0.407 ill 3.623 0.235 0.317 J- i _ ST-31 ST-33 14 74 14 93 96 37 0 200
SECTION Y-Y t LOCATE OPENING i TYPICAL SECTION ••° .o . 24.0
64" b'-10" 5'•10" W-9" 28 6'A" 6'-10" 6'-10" 0.86 0.866 0.444 126 4,283 0,297 0.401 AS REQUIRED - '-'
: p• p• a
so" 6'-6" 6'-8" 8'-3" 30 7'-3" 7'-6" T-6" 1,042 1.042 0.461 146 5.090 0.367 0.495 SECTION KK 2'-11Y2" 4 .- (SEE NOTES) m TOP SLAB - z � v ST-31 ST-32 13.74 14.27 22.00 2.439 36.0
SHEET 1 OF 1 R SHEET 1 OF 2 8 'L' 6° TYPICAL SECTION CD SHEET 1 OF 1 ST-33 ST-34 15.43 15.49 22,00 0.277 18.0
sfi" T-," 7'-," g'-e" 9z T-,m' e'-," e'-,' ,.z,o 1.210 o.5,e ,gs s.9n o.a4a o.6e9 840.31 xooD ELEVATION MI"' PLAN TOP SLAB MI" OF BASE UNIT ISOMETR C VIEW
SECTION - RR $40.03 840.4Ei ST-33 ST-35 15.43 15.63 99.06 0.200 18.0
ST-35 ST-36 15.63 15.67 22.00 0.200 18.0
ST-25 ST-30 15.17 18.00 5620 5.034 18.0
6" 'L' 6" 6" 'W' 6" Z GENERAL NOTES: z 2'-4" R 4'-0" z ST-25 ST-26 14.17 14.37 99.16 0.200 30.0
orn OPENING SHALL BE 'L' OR 'W' + V-0' O nnc°OPY o ST-26 ST-27 14,37 14.61 119.23 0.200 30.0
Fy 2 � FRAME AND RATE FRAME ANO RATE I„-, C/J
F- > * THIS PRECAST 80X MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED H > I-- >
Z_ 1 CLR. TYP. � z ,, ¢ STANDARDS: 840.01 , 840.02, 840.04, 840.05, 840.13, f #a REBARS ¢ H 3 - - - - - - ¢ ¢ 3 . ST-27 ST-28 15.11 16.32 604.11 0.200 24.0
GOL, #4 REBARS ID #4 REBAR5 M tZI� O v 840.14, 840.15, 840.17, 840.18, 840.19, 840.28, ¢ s" CENTERS z rt = v z = v
O . Fy O ST-27 ST-29 15.61 15.68 34.00 0.200 18.0
'• •--- - - - --- - ,------, Jy=z 1c ao QJCL 3'_B„ OJd=Z
O O y 840.27, 840.28, 840.31, 840.32 AND 840.41. o O o I„ ST-4 ST-5 13.18 13.44 129.21 0.201 36.0
•:,/ I• w . ° : w o THE PATTERN OF THE ..°' w Q Q LL _ * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ ¢ = wIIH x 2 ¢ _
J J :.• 0 W U LL #s BARS F U o 3'• CAVITY 3" CAVITY w ¢ ST-5 ST-6 13.94 14,2:3 145.80 0.200 30,C)
' ' I " m - KNOCK -OUT o',• • •' ^ Q CC .Oi FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. @ OPENING ¢ s FD Win, „ x loth" FU o
MORTAR JOINTS - C.O
I I • DD I I .Q-. ° ° •' •o;.' H = F- Z w . STEPS. I H S F• Z NOT -AR JOINTS l4LLDIAE YIN. WALL TIE ¢ x z LLI ST-5 ST-17 13.94 14.15 105.47 0.200 30.0
I „ I ¢ 13" I x PANELS ARE SHOWN : p. c 1.CO)LL O J DO NOT PLACE PRECAST DRAINAGE STRUCTURES SECTION C - C In J- oLL O ISEE ceN. xarEsl P 1g" crs. _ M 1g" crs. ( E GEM. NOTES) O H LL O J
BE E3
3 1 > %� - FOR ILLUSTRATIVE p: v-::?p., v'_:;; o. 00�� UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. i #5 BARS 3 p mQ "F" arw "E" BAR ,SOl ¢ ST-6 ST-7 14.23 14.32 42.17 0.200 30.0
I 1 : i 1 :• s PURPOSES ONLY. " ,o,• o, oo' o Z .> ** USE 4000 PSI CONCRETE. C � S. N
I I 3' o. •..�. v. ,p.• .D . o ' •. o . • p . r. O • ❑ M B" c7s. z • > ST-6 ST-16 15.23 15.33 50.13 0.200 18.0
° •' @OPENING
#5 REBARS 12 l . I #5 REBARS I a PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR C z H 9 g' cTa 12B�ss. CL o ST-6 Si-15 15.23 15.32 42.12 0.200 18.0
p••� -.-: ': p•.�: LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
12"CENTERS 5, o . v ..° . o, o: a o, GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. w „ „ Q II crs. LD
CENTERS_LTYP.) °.• ,'a ,.'.:-..,..,.°.- ,'.o•.v,...D * ,-.'...° 6„MIN°. 0 4., „A"BAR a" o
r - -.: - " o - - - - - - - - - - P ,z CIS. ST-7 ST-8 14.82 15.02 100,18 0.200 24.0
° o ,
-.:. =4 "'" ''`" 1 °' p o ,; P :, o :., P ` TO 10 -0 , LIMIT SOLID WALL STRUCTURE e: ST-8 ST-9 15.02 15.43 205.39 0.200 24.0
STRUCTURE " /.
�¢ SECTION A -A ,D SECTION DB-B Co •o, o :,, .o -o. _ o p ;v o•' ° ' 2 I- ST-9 ST-10 15.43 15.55 62.75 0.200 24.0
:v ° TO 15` 0' ° ° P. v
br. b :° v * PLACE LIFT HOLES UR PINS IN ACCORDANCE WITH v �' v W
° ° °
:-o L' + l'-O" CO A , c � p`•' ° -, o.:', 0 2„ J to ST-10 ST-11 15.55 15.71 76.38 0.200 24.0
B p' q :: ° . ° W OSHA STANDARD 1926.704. <' MIN. s'-1° MIN. �I Z W
* PLAN TOP SLAB W r ST-11 ST-12 15.71 15.91 102.87 0.200 24.0
t ., a 1" MIN. o .'. :b .' CUT OR FORM OPENINGS FOR PIPE TO PROVIDE .. / ;. 1::, 0: N ¢
zr CLR.(TYP) °••p• pe REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES I z O SECTION X-X SECTION Y-Y CC � ST-12 ST-13 16.41 16.54 63.90 0.200 18.0
o '4 #4 R BARS A C 1" MIN. :¢ C :~T SO THAT PIPES ENTER THROUGH THE ". ou U _J BRICK ALT. C o ST-13 ST 14 16.54 16.68 69.62 0.200 18.0
CLR. (TYP) ; WAFFLE WALL ISOMETRIC VIEW O 0 J KNOCKOUT/WAFFLE PANELS ONLY. PIPES NAY ENTER THROUGH CORNER CUT DETAIL O O H CC z
4x4 W4xW4 z THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF z ¢ r < a'-o" 0 ¢ ST-1st ST 19 14.15 14.35 94.15 0.211 30.0
+ 3 _ F, ¢ LSOLID WALL BOX) FRAME AND GRA =$ CONCRETE FRAME AND GRATES
WWF (LAP #5 REBARS & 12" I- 3 H u FH ST-17 ST-18 15.15 15.20 22.00 0.200 18.0
a WWF 6" ON- CENTERS HORIZ. 2 N W * WALL IS PROVIDED ABOVE THE HOLE. 6" L' DR wv' 6" Q CA o 9' _ - - - _ _ ANCHOR Q W a ST-19 ST-20 15.35 15A0 22.00 0.200 18.0
_z ( ALL ELEMENTS PRECAST TO MEET ASTM C913.
a TO REBARS) & VERT.) J M ❑ v o '. 2
(USE WITH 0 III LL * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ❑ W z • C 2'-O� 3'-e" e" ❑ H LL
ST-19 ST-21 14.85 15.07 107.33 0.200 24.0
LL
!a + . •... • . •.-. (.� #4 REBARS ('3 ¢ P Q
i. - '•..: a 0 4' X 4' &LARGER 'Q ¢ OR BRICK IN ACCORDANCE WITH STANDARD 840.25. _ ❑ z" " 0 W W ST-21 ST-22 15.57 15.61 22.00 0.200 18.0
o . 6" CENTERS c .,Z
DRAINAGE STRUCTURES 3 * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 1' CLR ° �e1 Q v V. 2„ � a J
B D p TYPICAL) :o.• Q❑ Z #4 REBARS Q Z J 2„ _ 2" "G" BAR 2" m
g" L' 6" D H 0 STEPS AS DIRECTED BY THE ENGINEER. ," ` 6" CENTERS `. 5 1--I
p p" z z s z C D 1z crs. z O
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW ?', :. ¢ Q Q * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR "' _ ¢ 4= z O • s4 s 2' @ 12" cTs. ¢ Z p
•;vas i;. � .. ;v-• ? •o ' :o.- ° •' y AS THE SAME AREA OF STEEL IS PROVIDED, to '• 0 I"I
6" 'L' 6" 6" 'W' 6' . p. . p• • 1. .. ''. p C 0 * SEAL JOINTS WIT A FLEXIBL BUTYL RUBBER 0 ¢ $ O ppggp1��
'..... ,. 0 . .5*.,... I-H H E 'a' BAPS a crs E & III
•:o'::;P'.:.•v.::v :.•'o,::p :.-o.::. > J PRECAST RISER PLAN PRECAST RISER DETAIL > 9,r c7s. :P �' > Q
o .o °",n,• ° .6 ° .5', ° Q 1- O BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, Q H u a" W r,
1" MIN, CLR.i. 1" MIN. CLR. :i : p - -i. - p - -: - '"- p - . n• W AASHTO M-198, TYPE B - BUTYL RUBBER. ° u " P 0 m @ g
.0 -'. 01- ' :0'. , .., ,'.0'. , ... Q Q * :;v;, ':o; o. ¢ a @ 12 CIS. r "D" BAR Q F_ L C r'.I{i`�" Date:
4x4 W4xW4 _ '. I, ' o ' v •: P •,•o . o O LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR g.,• , : o ;;.JA',p O c7 CD
o w` wwF LAP w o :o:•'°�•�0.:0,:0'.•0,•®''° .o.'.o.n'..o',?o,.'•n�.. Cr Ci '::g,:,p.:.s.: :.•s`:,�M::':.•.' 2 t„� z' ..P .o'. :b _ a12^c7s. .v, .0, v .0, 2„ O� H ¢ a+�.a 3 'd.#;,a,j 09-09-29
4X4 W4xW4 Ed (rr of � .-• , W DIMENSIONS OF 5'-O" X 5' 0". I,• ° L,4.,. W p• . o. U
m - p. * p P. p p.
VYWF 6 ON- ° V , , ... ,'.o .. V - , ... O: * U.
WWF (LAP WWF H is TO REBARS)BRUNSWICK FOREST
Fa :)p' °-'o• o o .;P o THE OUTSIDE PIPE DIAMETER PLl1S 2" OR THE OPENING d `^0" aAd „„ 2" LL
:: 6" ONTO REBARS) 6 .P �.: Q •' ' 5• o:'°'.�I• :9.: n oF• :o,:'°'.Q5• :o.: °' REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE p 5•.g" 6 / r O Scale:
¢ #5 REBARS > "' .. • " �' "• SIZE WHICHEVER IS GREATER. F�=--+1 h-=-� I 4 0 I MAX.PIPE DIAMETER IS 36" P.C.P. Icc r' -
PHASE 3 SECTION 4
#5 REBARS 12" < 'r : v' .,.• 17 ;. P' ;-• o' :: P' * MAX. PIPE DIAMETER IS 18" R.C.P. F. N. T.S.
p 12" CENTERS t = I;,•'•'•° .o',•''' •' USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. SECTION Y-Y
1. CENTERS (TYP.) :. TYPICAL °:•o.o'..:°' REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW SECTION X-X CONCRETE ALT. NOTES!
-HORIZONTAL AND VERTICAL ALTERNATE MAY BE ADJUSTED AS THE LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA Drawn:
FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE. ���
r,;rT :,•p .r? ;; tI.-t.•O 'r -MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0', SHEET 1 OF 2
• 0• :; :; P' ;-• 4' :; D SHEET 1 OF 2 SHEET 2 OF 2 -MAKE ALL DEPTH OF 9TEELTGRATE AS DIRECTED
DEBDEEPERENGINEER,
SEAT ALONG SHORT WALL5. $4O. 35
SECTION 1C-C' � SECTION 'D-D' � SOLID WALL ISOMETRIC VIEW g40.451 OPTIONAL JOINT DETAILS 840.45
11 ```T1►11111/1///' Checked:
``��`., kA CA.RO �/,,� OWNER: FUNSTON LAND & TIMBER, LLC AHG
1 MINOR SEWER REVISION: MH-0,1, AND 2 'ESS1�'' z / �'. 1007Evangeline Drive
3-20-18 Q .••OF O/V •. -
8829 P9 S5
SEAL =
43166
Sheet No:
,.�ti gl HANOVER DESIGN SERVICES, P.A.
REV. NO. REVISIONS DATE.60 .
,� /� G :' LAND SLIRVEYORS, ENGINEERS & LAND PLANNERS
�,/ Fi • \� 1123 FLORAL PARKWAY
Covoient,in who eor part, mthut mitten
conllnt ofthghts eserved. ReprSurveyor
or ion or Engineer
oftheis pro contents ofited.Oly cohis iescument, 0r additionsordocurdeletionsto this /11jI111O1I\� 6' �/ WILMINGTON, N.C. 28403
document, in whose or part, without written consent o/the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document, PHONE: (91 O) 343-8002
maned with the anginal signature and original seal or the Surveyor or Engineer, shall be considered
sided to be valid and true copies.
agrady @ hdsilm.com LICENSE # C-0597 or:

runswimck Forest
ond 50 Draina�fjlqea Are4
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR ON 6-29-15
BY THE LAND MANAGEMENT
GROUP, INC.
SCALE IN FEET. • 1 "= 100'
1
UPDATED DA
10-26-21
REV. NO.
REVISIONS
DATE
CURVE
IRADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
44.50'
74.84'
66.32'
N 47°02'55" W
096°21'21"
C2
44.50'
58.89'
54.68'
S 46°51'52" W
075"49'03"
C3
350.00'
224.89'
221.05'
N 71 °21'46" W
036°48'56"
C4
350.00'
141.90'
140.93'
S 78°36'53" W
023°13'45"
C5
30.00'
21.72'
21.24'
S 87"44'12" W
041°28'23"
179.50'
163.08'
157.53'
N 27°09'23" E
052'03'17"
�136
C7
161000,
56.58'
56.56'
S 55"36'44" E
005"18'51"
C8
179.50'
163.08'
157.53'
N 27°09'23" E
052°0317"
LINE
BEARING
DISTANCE
L1
S 31°08'16" E
27.25'
L2
S 11 °29'55" E
85.87'
L3
S 06°32'45" E
10.00,
L4
S 01 °37'02" E
85.39'
L5
S 03°18'40" W
10.00,
L6
S 08°17'08" W
86,28'
L7
S 15°11'01" W
6.40'
L8
S 85°07'36" W
15.97'
L9
S 85°21'57" W
22.86'
L10
S 15*26'11" W
38.48'
1-11
S 34"15'21" E
48.28'
L12
S 15*11'011, W
25.37'
L13
S 18°02'37" W
85.70'
L14
S 22°43'34" W
10.00,
L15
S 27°39'43" W
85.54'
L16
S 25°17'34" W
5.00'
L17
S 64"42'26" E
111.52'
L18
S 24°13'31" E
30.11'
L19
N 68°59'37" E
1468.49'
L20
N 68°59'37" E
534.93'
L21
N 20°43'50" W
478,23'
L22
S 81 °32'06" W
172.37'
L23
S 81°18'13" W
328.41'
L24
S 74'17'30" W
319.44'
L25
S 79°57'33" W
30.66'
L26
S 84°46'24" W
119.99,
L27
S 11 °48'42" W
79.68'
L28
S 32*08'14" W
48.33'
L29
S 52"17'40" W
9.36'
L30
N 37'42'20" W
151.52'
L31
S 80°42'09" W
77.33'
L32
S 08°53'17" E
231.04'
L33
N 52*57'18" W
20.84'
L34
S 67"00'00" W
174.19'
L35
S 05°28'23" W
31.49'
L36
S 34°12'53" W
36.64'
L37
N 87°39'37" E
45.35'
L38
S 30°33'43" E
2.36'
L39
S 33"20'26" E
23.32'
L40
N 01 °07'45" E
194.81'
L41
S 88°13'04" W
56.57'
L42
N 76°37'28" W
69.84'
L43
S 89*02'17" W
60.73'
L44
N 20°56'51" W
33.44'
L45
N 01 °57'44" W
11.30'
L46
N 00°04'24" W
91.02'
L47
N 06°30'23" E
22.60'
L48
N 52°12'47" W
61.1 V
L49
N 83°23'45" W
21.41'
L60
S 20°33'35" W
35.97'
L51
S 22°11'35" E
51.38'
L52
S 11 °51'38" W
37.22'
L53
S 01 °26'02" E
22.88'
L54
S 09026'55" E
64.76'
L55
S 22°1T14" W
48.00'
L56
S 66*58'11" E
40.15'
L57
S 14°51'26" W
63.30'
L58
S 04°05'51" E
19.80,
L59
S 29"34'03" W
19.99,
L60
S 04"49'50" W
20.60'
L61
S 55o07'53" E
13.35'
L62
S 37°02'42" W
215.38'
L63
S 52°57'18" E
118.95'
L64
N 53°11'02" E
204.18'
DRAINAGE AREA POND 50 c
F 0 R
T10
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
Copyright®, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document. In whole or part, without written consent of the Lend Surveyor or Engineer, Is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.

0 Inlet DrainarNyr4e Area Map
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 2007-00530.
REAPPLIED FOR ON 6-29-15
BY THE LAND MANAGEMENT
GROUP, INC.
SCALE IN FEET: 1"-- 100'
1
UPDATED DA
10/26/21
REV. NO.
REVISIONS
DATE
t?
DRAINAGE AREA POND 50
BRUNSWICK FOREST
PHASE 3 SECTION 4
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 Evangeline Drive
Leland, NC 28451 phone:[phone]
■IIIIII, 11� 111111i� I■
Copyright®, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, In whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.