SW8070653_Approved Plans_20200117

NOTES:
1. DO NOT PLANT TREES WITHIN 10 FEET OF THE INLET OR OUTLET PIPES,
444p
//
SPILLWAYS OR FLOW SPREADERS. TREE SPECIES WITH WATER-SEEKING ROOTS
SUCH AS WEEPING WILLOWS AND POPLARS, SHOULD BE AVOIDED WITHIN 50 �,
FEET OF PIPES OR MANMADE STRUCTURES. EVERGREEN TREES WHICH
PRODUCE RELATIVELY LITTLE LEAF-FALL ARE PREFERRED IN AREAS DRAINING TOP OF BANK ELEV. 49.75
TO DETENTION DEVICES. TREES SHOULD BE SET BACK SO THAT BRANCHES DO 30 FT
NOT EXTEND OVER THE PERMANENT POOL. EL. 46.0 24" .` 3 ' 24"
~•N.f / / '%-r l x 14 A t At.ei ELEV. 48.00 i
a f- cy .�. EL. 44.50 �r 24" �'�" .. ,. .�'
/ / f ALTER FABRI:11 • FILTER FABRIC
/ 1( ) J 12 THICK CLASS 12" THICK CLASS
/ I 'B' RIP-RAP 'B' RIP-RAP
/ t. EMERGENCY SPILLWAY POND
/-*
FOREBAY RIP-RAP N.T.S.
"---. ''',.-./1 //
\ _."
N.T.S.
J
/ �, � / \ 3:1 MAX
/ ti SIDESLOPE 5 ' 3:1 SIDESLOPE
fr.::
3:1 SIDESLOPE EL. 45.8 5 6 FT
,, �'0 1.5 -INCH STORAGE 1.5 INCH STORAGE
� "'�`•� NORMAL POOL ELEV 45.50 NORMAL POOL ELEV 45.50 4:1 MAX
-� SIDESLOPE
iit.
if • S:".------
/ �, EL. 40.0 - 6:1 SIDESLOPE _�L4'4__
/ FOREBAY BOTTOM EL 29.0
POND BOTTOM 6:1 SIDESLOPE
.5
BOTTOM SHELF ELEV = 44.5
/A"
� _ TOP SHELF ELEV = 45.5
/ / =�� FOREBAY SPILLWAY POND DEPTH SURFACE AREA SURFACE AREA
44/0,1/0 // �� ELEV 44.50 POND # NORMAL ELEVATION
AVG 1 ELEVATION STORAGE REQUIRED
ED PROVIDED
// � '� 4:1 SIDESLOPE ABOVE POND 1 45.50 11,0 45,80 13,679 427,217
� \ � NORMAL POOL ELEVATION POND CROSS-- SECTION
/ � FORS Y 1 � '/''
'k /' BOTT aM#
/ 4 \ - �► N.T,S.
/ * W N ELEV-39.8 �.
/0/
'�. ////:' ,. r 4 3:1 SIDESLOPE BELOW
/ 4 , ..,/, ,,s, VEGETATIVE SHELF
,. M 98,
/ . '
/ ~� 7" GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
/ � ��:.., I / FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
/ � � ri . ?F , l / // GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
�.C� ; f ,/ • OUTLET STRUCTURE - 4 MAXIMUM TRASH RACK OPENING
i RT / i MAIN RIM ELEV = 46.50
/ /f // �� �+ � / / POND 1.5
/ / \~ � / - _ TEMPORARY
BOTTOM ea STORAGE
�'���� Et,EV=35.0 �� ELEV=45.8
w � (Pc-
,,,. yr I 8.0 ORIFICE OPENING Sao
/111Pri W/ TRASH GUARDN c 1 A// ,� ,i 4" MAX. OPENING
� / I_ i f '/ � 1 1/2" STORAGE= 45.80
41111b,o
! / / ( ; /�/ ,. s. NORMAL POOL EL. 45.50 p \-'114Ibbs,
/ / ` - % �. _ +i /// 5' x 5' REINFORCED CONCRETE BOX "/.,:„ /
r',,,; / / ✓ f OR BRICK BOX7--
/ 24 HDPE
0.
', /// ///
• • •_• • ELEV G48.00 SPILLWAY 10:1 SIDE
/
NTINGS
/ / / 10:1 SIDESLOPE ABOVE 6 EXTENDED BASE
// / •
/ VGEsil"
DESt_OPEBELOW \; . SHELF +- /// // p.'; Rek ATIVE SHELF .; 5 / / POOL ELEVATION IN THIS OUTLET STRUCTURE DETAIL-POND
r i
/ C r, 1 i , ` MAIN / / j��i�' AREA
iii
N.T.S.
J �� POND /
` 3r"` �'' �.^."°`".,..,..,'"".._�*�.!� `\ .• '"~ ...� t »
''� " � ��.��. BOTTQM POND /// r \'r////.0 i r'
\ ~�\\ `��� ,ELEV=30.0 OU T //
+ y \:L.a/f/., BOX i /:"-„� ,. 122 LF 24" HDPE />,>;� � ¢ ` . �A "
tilt. . % r ; . N THINA 0' OF
VEGETATIVE SHELF= 7,625 S. .
1 F
. . . OW Pq r/ . ,. ' OUTLET STRUCTURE @ 1 PLANT PER 4 SF (24" O,C.) -4,406 PLANTS
�' -%=• .� / 'o,'i µ PLANT TYPE E HEIGHT
�«�. N f �4411k r • /�; 1 QTY BOTANICAL A NAM COMMON NAM ROOT CALIPER NOTES
TANC L E
_ <. a / eta
- // ; N� i
' 1,468 Schoenplectus tabernaemontani Softstem Bulrush CONT. 4" Pot 24" O.C.
BOTTOM --" HERBACEOUS
FOREBAY SPILLWAY SHELF --� \ / / �\ ,1f, %" � OFTSTEM BULRUSH, 1,469 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C.
/ . r PICKERELWEED do LIZARD TAIL
ELEV 44.50 \. EV=44 5 / / ` �, - PLANTED 24" ON
1,469 Saururus cemuus Lisard Tail CONT, 4 Pot 24 O.C.
`` NORMAL \ f I /// ,�, f� `�'`���� CENTER SEE CHART
- FOR � OF PLANTS
PE ABOVE
POOL � d � . � ti�,f-•-`.
filli ,i
NORMAL POOL OELEVATION Et-EV-45.5 �// ,��, , ,, '!+ f NV OUT- 38.3Q. ( p S 3 ^��9
�� ,t%;, oar > APPROVED
- ` NORTH CAROLINA ENVIRONMENTAL
_ 1it � . A 'f � 1
�. I /t' i r '" °t NOTES: MANAGEMENT COMMISSION
" ` r
/�f- , , /, / i/ ' 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. ��� 3-2 0 -2 0
11\ .. ',a TOP OF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB-SOILS,
,, ,; :,1,,,\ �,„ GETATED.. •
THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
SHELF VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, jECEly
f (,. SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE ;
SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST
r=' I 1 i a i i � � ' POOMANENT L TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE .BAN 7 ��l�a
, , �, TYPICAL VEGETATED SHELF A COMPOST QUALITY.
,;.. • By!______________--
• 0 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR
!t, ,\''' ' ` r . 0 LANDSCAPING PLAN PLANT SURVIVAL/REPLACEMENT. 00* a*oreocr. .,eee, 4'4' ,o,,
�J e ew SSN IO �9 I.
•
,' ,' ` SEAL
,, 019742 •
.: e
No. Revision Date By Designer Scale H OOS I E R DADDY L LC PLLC PORT CITY CONSULTING
1 REVISED PER NCDEO COMMENTS 1 1 O 19 MNH MNH AS SHOWN OYSTER LANDING SUBDIVISION - PHASE I V ENGINEERS, Sheet No.
2 REVISED FOREBAY #1 12j9/19 MNH Drawn By Date
MNH JUNE, 2018 6025 TARI N ROAD POND DETAILSC-5 . 0
6216 STONEBRIDGE ROAD Checked By Job No. WILMINGTON, NC 28409
' MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910 599-1744 LICENSE No. P-1032

,.........._......._..............,____________
DEVELOPMENT R
I E
1.- A kl E) I I\SI G ID H AS E I V
,.
2018
ONSLOW COUNTY NORTH CAROLINA
... , /
JUNE ,
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VICINITY MAP a
\ rr, .��. ,- !+'. `-_ - ® f, - --- „�t ', . . .\\ '. Ti• .\.. \�--�, \`\ T. •t---fir'-// / '' , / \ 1i'r1�.\ AV" 'AiAI I �%"WlV'1.11trA Liiiti'l dit
-�. et ,. _• �, \�;� / MANAGEMENT COMMISSIL;�w
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`t -,:\„....,N., " „......<4\ , r‘s:,:: -1.5,-1 ;.'‘ ,ten+'' �j�/
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1:•• cs.
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ROAD -. !"\ -- '-\\ ril
\\�/`'�... I - "'..t.^r .h\�/ ��.,,.V+.�- -�.i� .. \;:;:
1 / i \\-. ,: / Q' �� \y
•
_> F •
r. !• , , , �;' , ,; 1-__ = / INDEX OF SHEETS
. . .. ® _ ' 3 SHT 0 COVER SHEET
RUN OF �\ `\ J• 101
® \.I.:
1.:
-"'' -=i' ,�.y
7 \ V --- '14'7,,,, .-•''-i:s”r//>. - ---- -------.--- --- ® liti ‘\\ ,,,_-----' r. \ e 1 ® /' -4., SHT C-1 GENERAL NOTES
S ;�` ' 0 I ' _ ' '+ / SHT C-2. 1 OVERALL LAYOUT WITH DRAINAGE AREAS 1 & 2
Not to Scale ��'� c� . �_
� �� 1 ier C-2. 1WET POND DRAINAGE AREAS
® ti- - \ \ ` • \\ ' -- +C r~ � \� /,/ C-2.2OVERALLLAYOUTI
C-221OVERALLLAYOUT® €)/ ' ®��' • >%• • .SE 'I O'�S \\ � e \\o \1 ,,..!,..:„Alt.- _J�~1�/� C-2.3 GRADING & DRAINAGE PLAN
® ,, �� // o \ VP ,,�" 1 C-2.31 GRADING 8c DRAINAGE PLAN
///' r>` 6 \ _ -i0_ �'%
,\® - - ."'" "" �''► C-2.4 INLET DRAINAGE AREAS
- •0' 1 g ; E 1 - C-2.41 INLET DRAINAGE AREAS
® /. ® , \\ .� '-' \ ® \ 3 \ \ �_!1-- -- • -1_5 - C-2.5 GUTTER DRAINAGE AREAS
C-2.51 GUTTER DRAINAGE AREAS
®^ / ® •. :;\._. . . .0, 0 ^ �, \\® \ y- r- f� C-2.6 EROSION CONTROL PLAN
/' 1 \ • `\ \ \ \ `�F1'
,Y �.,�' \\ Y -7_s. - \,,y C-2.61 EROSION CONTROL PLAN
IE +� EN D
\\
p ,} r-, ; ; -`;`' ; .-/ , :' - `tl 1 C-2.7 SEDIMENT BASIN/TRAP DRAINAGE AREAS
v� 1 SHT C-3.0 ROAD INDEX SHEET
' 9� .\'� F`. \\ ,A\-- 5 , ,
''` �`� C-3. 1 TRANSOM WAY PLAN PROFILE
447 I
STA. 0+00 - 15+50
j `� r 2:...i C-3.2 TRANSOM WAY PLAN PROFILE
DESCRIPTION EXISTING PROPOSED ` ® ` ' y - PLAN/PROFILE(' STA. 15+50 - 30+00
1' CONTOUR INTERVAL _.__ ____. ® 1 1 /�
V \ -, ;-- \;, c\‘ , ` t t C-3.3 TRANSOM WAY PLAN PROFILE
- - _ , STA/ 30+00 45+50 CONTOUR INTERVAL
' ®/� , , ,
‘t C-3.4 CATBOAT WAY PLAN/PROFILE & POND ROAD
PROPERTY LINE --- -' - ® `\ } \�
���� Lf ��� =' s PLAN/PROFILE
ROADWAY CENTERLINE / ♦ �,�, r ,J ,) 8/ /
C-3.5 ROAD X PLAN/PROFILE
`" 'r.�"- 'Y C-3.51 ROAD "X" PLAN PROFILE
RIGHT OF WAY LIMITS ®® � ; ��. ® ® `' �,�/ - PLAN/PROFILE
LINE ___ _ -. - - ' / �' r I `` ' -rr
,
7;.,/,‘
• ` 1 �/ = SHT C-4.0 OVERALL UTILITY PLAN
C-4. 1 TRANSOM WAY WATER SEWER PLAN
CURB & GUTTER ---- =�
a
SANITARY SEWER FACILITIES --CQ- 1\ !'' - - )t J ^i ,,,;, STA. 0+00 - 13+00
STORM SEWER FACILITIES __ __ _ ♦ `�\ \''\ ;:, ,' ;'\ _� ;r-�' °"�„"°
,/'' 7�/ C-4.2 TRANSOM WAY WATER SEWER PLAN
''' ‘''' 'rr ," '-`4 STA. 133+00 -- 26 DO
WATERLINE __ �� \\� i
; - 1
0
`� -' -' C-4,3 TRANSOM WAY WATER/SEWER PLAN
6- FIRE HYDRANT ASSEMBLY C - - 4' ` ,' -STA. 26+OD 39+00
E \-;_ C-4.4 CATBOAT WAY 8c POND ROAD
STREET SIGNCH \\' '-J' -'�, -;7 �� WATER/SEWER PLAN
2 i \ `\ ,,. .1 ,-•- „ --' ' t�' C-4.5 ROAD "X" WATER/SEWER PLAN
-13 C DAIF)Qlf ` �'\ r •�'"`'--. �.".'"''<^-., ,�. *� , _^`� C-4.6 ROAD X WATER/SEWER PLAN
REUSE LINE �"°""M .. - ,-----; , ,,
"X"
, SANITARY SEWER FORCE MAIN 1 " = 300'
SHT C-5.0 POND DETAILS
MISCELIANEOUS DETAILS
g ROCK CHECK DAM I PREPARED B Y: DEVELOPER C-5.2 MISCELLANEOUS DETAILS
0
ROCK PIPE INLET PROTECTOR
C-5.3MISCELLANEOUS DETAILS
t41
SHT C-6.0-6.2 WATER DETAILS
SILT FENCE PORT CITY CONSULTING ENGINEERS PLLC H OO S E R DAD DY L LC
DISTURBED LIMITS E ,, �.4 _
°°° `��„ ° . �` / SHT C-7.0-7.2 SEWER DETAILS
6216 STONEBRIDGE ROAD om � ti
tic 6025 TARIN ROAD
ID
SANITARY SEWER GRAVITY `� OEss�O/L 9
WATER MAIN ID
WILMINGTON, NC 28409 e �� SEAL 9� WILMINGTON, NC 28409
PHONE: (910) 599-1744O. ��i974z ��,o PHONE: (910) 769-3053 NOTE:
°n�.9If ALL CESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
LICENSE NO. P-10?I2 °°°°o 1 r.;9'4' ONSLOW COUNTY, ONWASA, PLURIS & THE STATE OF NORTH CAROLINA
or
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2
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U

EROSION AND SEDIMENT CONTROL NOTES TEMPORARY SEEDING-LATE WINTER/EARLY SPRING
COORDINATION NOTES
Seeding Mixture
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS GENERAL NOTES: WINTER AND EARLY SPRING
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ONWASA, PLURIS, INC., 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA SPECIES RATE (LB/ACRE)
AND THE STATE OF NORTH CAROUNA. WITHIN DESIGNATED CLEARING UMITS.
Rye (GRAIN) 120
3. THE CONTRACTOR IS TO ESTABUSH AND CHECK ALL HORIZONTAL AND 2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. THE CONTRACTOR ACTIVITY. AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
IMPROVEMENT STAKEOUT(S). CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE BEYOND JUNE.
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES SUMMER
4. ANYTIMEEE WT, THEH IS PERFORMED ISO TO NOTIFYITE OR WITHIN N EXISTING SA 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
EASEMENT, CONTRACTOR TO P DHE HOLDER OF SAID MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDEUNES OR STANDARDS WHICH ARE ASSOCIATED AND APPROVAL BY NCDENR - DIVISION OF LAND QUALITY. SPECIES RATE (LB/ACRE)
WITH OR REFERENCED IN THE RECORDED EASEMENT. GERMAN MILLET 40
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NCDENR - DIVISION OF LAND QUALITY. FALL
MAINTENANCE PLAN SPECIES RATE (I,B/ACRE)
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND RYE (GRAIN) 120
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
GENERAL NOTES: EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
1. ALL EXISTING TOPOGRAPHY, BOUNDARY, WETLANDS, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY CLARK DESIGNED. Seeding dates
ENVIRONMENTAL, INC. ELEVATIONS BY CLARK WERE BASED ON VERTICAL DATUM 1929. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE APRIL 15 - AUG. 15 - SUMMER
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES STREET WILL BE IMMEDIATELY REMOVED. AUG. 15 - DEC. 30 - FALL
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT Soil amendments
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WIN THE THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING FOOT STAKE SPACING. LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. NE CONTRACTOR GENERAL UTILITY NOTES
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO NE EXISTING UTILITY 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 Mulch 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PLURIS INC.,
INCH OR GREATER) RAINFALL EVENT. CLEAR NE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A AND NCDOTRM REQUIREMENTSWES AS SPECIFIED THEA DRAWINGS AND
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT LB/ACRE
OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS IN THE PROJECT SPECIFICATIONS.
A MULCH ANCHORING TOOL
CABLES, WATER UNES, ETC...
INSPECT SILT SACKS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE SILT SACK OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE Maintenance
3. CONTRACTOR SHALL COMPLY WIN THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT RAINFALL BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE NE SILT SACK DURING REFERT1UZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH THE DRAWINGS.
OCCUPATIONAL SAFETY AND HEALTH ACT. SEDIMENT REMOVAL. REPLACE AS NEEDED. IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
5. INSPECT TEMPORARY SEDIMENT TRAPS AS LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
THE OWNER AND THE PUBUC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES NE TRAP TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN INDICATED OTHERWISE ON PLANS.
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, GENERAL GRADING NOTES
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE AND REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. EXISTING U ILITY NOTES
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN 1N ALL CASES. 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE THE THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
DESIGN GRADE. ANY RIPRAP DISPLACED FROM NE SPILLWAY MUST BE REPLACED IMMEDIATELY. OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE FIELD PRIOR TO GROUND BREAKING.
BY NE DOT. UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABLIZED, REMOVE THE OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
5. ALL MATERIAL CLEARED OR DEMOUSHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH NE ADJOINING GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. AREAS, AND STABILIZE PROPERLY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF 6. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. REPAIRS IMMEDIATELY. POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, 2. CONTRACTOR SHALL COMPLY WITH NE LATEST REVISIONS AND INTERPRETATIONS OF THE UTILITY CONTACTS:
7. CONTRACTOR SHALL CALL THE NORTH CAROLING ONE-CALL CENTER AT 1 [phone] AND ALLOW TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED 1. CONTACT THE NORTH CAROUNA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
NE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 1-800-632-4949
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON NE BAFFLES. TAKE CARE TO AVOID TO THE OWNER AND THE PUBLIC. NE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN NOTICE REQUIRED
UMITS OF DEMOLITION AS SHOWN ON PLAN. DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT WORK,AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF SUITABLE BARRIERS,
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN WATCHMEN AS ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTIUTIES.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE NECESSARY TO INSURE THE SAFETY OF NE PUBLIC AS WELL AS NOSE ENGAGED IN THE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE AND STABILIZE IT. CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WIN THE LATEST CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTIUTY UNES
DEMOLITION NOTES EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON IN THE AREA OF PROPOSED EXCAVATION AT LEAST THREE WORKING DAYS, BUT NOT MORE
7. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF " THAN TWELVE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. LOCATE
1. CONTRACTOR TO COORDINATE WIN THE OWNER TO PROPERLY MAINTAIN OR RELOCATE INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE UNIFORM TRAFFIC CONTROL DEVICES BY THE NCDOT. TICKETS MAY BE REQUESTED BY DIALING 811.
EXISTING SERVICE CONNECTIONS WHEN NECESSARY THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, "CAROLINA ONE CALL"AT
DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT NE SEDIMENT UNDERNEATH IT CAN SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTACT800-632-4949 or 8I 1
2. CONTRACTOR IS TO WALK NE SITE AND BECOME FAMILIAR WIN THE SCOPE OF DEMOLITION BEEXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN
ARE RECEIVED.
PERFORMED BY NE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. DOES NOT HOLD DOWN THE SKIMMER.
3. DEMOLITION SHALL INCLUDE BUT IS NOT UNITED TO THE EXCAVATION, HAULING AND OFFSITE
!F NE SKIMMER IS CLOGGED WITH TRASH AND 'MERE IS WATER IN THE BASIN, USUALLY JERKING SITE NOTES EMERGENCY DIAL 911 POLICE-FIRE-RESCUE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
STRUCTURES; ABANDONED UTIUTIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY NE SOILS ENGINEER FOR NE AND REMOVE THE DEBRIS. 1. ANY THEECOWNER PRIOR IN THISO PLAN AND ACTUALNSTRTION CONDITIONS SHALL. T REPORTED
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND TO POOWNER FI START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
AS SHOWN ON THESE PLANS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE HEREON BEFORE BEGINNING CONSTRUCTION. SEQUENCE OF CONSTRUCTION
STRUCTURES AND UTILITIES OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
4. NE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, REPLACE THE ORIFICE BEFORE REPOSITIONING NE SKIMMER. 2. NE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS.
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
OWNER. THAT SPANS THE FULL WIDTH OF NE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC 2. INSTALL PERIMETER CONTROLS AS SHOWN ON THE EROSION & SEDIMENT
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE SKIMMER AND POOL AREAS. UPSLOPE LAND DISTURBING ACTIVITIES.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
CONTRACTOR. UNDISTURBED, UNLESS COORDINATED WIN THE RESPECTIVE UTILITY. 3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHOULD
WEATHER CAN RESULT IN ICE FORMING IN NE BASIN. SOME SPECIAL PRECAUTIONS INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE.
SHOULD BE TAKEN IN NE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOUTION 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO 5. UPON BRINGING THE SITE TO ROUGH GRADE, STABIUZE ALL AREAS WIN
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOUSHED SHALL SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 6. ONCE THE ROADS, SANITARY SEWERS, WATERLINES AND STORM SEWERS
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTIUTIES 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION UMITS" ARE IN PLACE, INSTALL INLET PROTECTION AND OUTLET PROTECTIONS
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH NE SITE WITH THE BROOM CLEAN AT ALL TIMES. AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLANS.
RESPECTIVE COMPANIES. 8. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT' SET OF DRAWINGS TO RECORD THE 7. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABIUZE
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE.
DEMOLISHED. STABILIZATION NOTES GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY TRANSMITTAL LETTER TO THE ENGINEER. 8. FOR TEMPORARY VEGETATIVE STABIUZATION OF ALL DENUDED AREAS
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WIN LOCAL, STATE AND FEDERAL SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND
REGULATIONS AS WELL AS OSHA REGULATIONS. PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE SPECIFICATIONS.
UNSTABIUZED AREAS. CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL 9. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED
NE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING BE MADE WITHOUT THE PERMISSION OF THE OWNER. AREAS HAVE STABIUZED, MECHANICAL SEDIMENT CONTROLS SHALL BE
TEST PITS BY HAND. REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVISES
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO PERMANENTLY STABIUZED WITH PERMANENT VEGETATION.
Seeding Mixture EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
SPECIES RATE (LB/ACRE) NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
CENTIPEDE GRASS 10-20 FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROUNA ONE CALL
Seeding Dates TOLL FREE 1-800-632-4949 OR 811 AT LEAST 3-12 BUSINESS DAYS PRIOR TO CONSTRUCTION.
MARCH - JUNE LOCATE TICKETS MAY BE REQUESTED BY DAIUNG 811. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
%
10-10-10 FERTILIZER. 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
:"
NPDES WATER QUALITY STABLIZATION TIMEFRAMES Mulch APPLICABLE STATE, COUNTY, AND LOCAL CODES. °°°°°0 a C906C,0
DO NOT MULCH. 13. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE o '� ��"p
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS OF CURB UNLESS OTHERWISE NOTED.
•
o .SS/p q
PERIMETER DIKES, SWALES, DITCHES & SLOPES7 DAYS NONE Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. �� SEAL 9< ..414:
14. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. EQUIPMENT, ETC., THAT MAY BE REQUIRED. •
i 019742
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND 15. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS • ci ,
ARE NOT STEEPER THAN 2:1, 14 DAYS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ®oo4 4'GM . oe
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'
ALL OTHER AREAS WITH SLOPES FLATTER 14 DAYS NONE, EXCEPT FOR PERIMETER AND HQW
THAN 4: 1 ZONES E I li
t
c q DEC 1 0 2018
ig
No. Revision Date By Designer Scale OYSTER LANDING SUBDIVISION HOOSIER DADDY, LLC PORT CITY CONSULTING Sheet No.
1 REVISED PER ONWASA COMMENTS 11/13/18 MNH MNH N.T.S.
Drawn By Date ENGINEERS, PLLC
MNH JUNE, 2018
6025 TARI N ROAD 6216 STONEBRIDGE ROAD GENERAL NOTE Sc-i
Checked Byjob No. PHAIV WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032

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Drawn By Date
ENGINEERS, PLLC Sheet No.
MNH JUNE, 2018 PHASE IV 6025 TAR N ROAD 6216 STONEBRI DGE ROAD C_2 1
Checked By Job No. WILMINGTON, NC 28409 DRAINAGE AREAS 1 & 2
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910 599-1744 LICENSE No. P-1032

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INLET DRAINAGE AREAS C-2 .4MNH APRIL, 2018 PHASE IV 6025 TARIN ROAD 6216 STONEBRIDGE ROAD
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1 REVISED PER NCDOT COMMENTS 11/13/18 MNH MNH 1" = 200' OYSTER LANDING SUBDIVISION HOOSI ER DADDY LLC
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6025 TARI N ROAD 6216 STONEBRIDGE ROAD ROAD SHEET INDEX C-3 .0
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MNH SNEADS FERRY ONSLOW NORTH CAROLINA / 910-599-1744 LICENSE No. P-1032

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ROAD PR FILE HIGH POINT ELEV = 65.34
LOW POINT ELEV = 63.44 HIGH POINT ELEV = 64.41 LOW POINT ELEV = 63.26 HIGH POINT ELEV = 64.38 LOW POINT ELEV = 63.25 1"=50' (HORZ.) HIGH POINT STA = 12+00.21 LOW POINT ELEV = 63.62 HIGH
LOW POINT STA = 1+37.58 HIGH POINT STA = 3+20.92 HIGH POINT STA = 6+97.72 PVI STA = 12+00.21 LOW POINT STA = 14+41.45 HIGH f
LOW POINT STA = 5+10.70 LOW POINT STA = 8+85.53 1 =5 (VERY.) PVI STA = 14+41.45 Pti
PVI STA = 1+37.58 PVI STA = 3+20.92 PVI STA = 5+10.70 PVI STA = 6+97.72 PVI STA = 8+85.53 PVI ELEV = 65.34
PVI ELEV = 62.94 PVI ELEV = 64.78 PVI ELEV = 62.88 PVI ELEV = 64.75 PVI ELEV = 62.87 A.D. = -2.0 PVI ELEV = 63.24 F
A.D. = 2.0 A.D. = -2.0 A.D. = 2.0 A.D. = -2.0 A.D. = 2.0 K = 100 A.D. = 2.0
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MNH JUNE, 2018 PHASE IV 6025 TART N ROAD 6216 STONEBRIDGE ROAD C-3 1
Checked By Job No. WILMINGTON, N C 28409 WILMINGTON, NC 28409 STA. 0 + 00 - 15 + 50
MNH SNEADS FERRY ONSLOW NORTH CAROLINA 910-599-1744 LICENSE No, P-1032

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TRANSOM WAY 1"=50' (HORZ.)
1"=5' (VERT.) 1 inch - 50 tt.
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1.45 HIGH POINT STA = 16+10.79 LOW POINT ELEV = 62.13 HIGH POINT ELEV = 63.26
i PVI STA = 16+20.00 LOW POINT STA = 19+16.06 HIGH POINT STA = 21+34.18
PVI ELEV = 65.03 PVI STA = 19+00.71 PVI STA = 21+32.14 LOW POINT ELEV = 59.47 HIGH POINT ELEV = 60.36 LOW POINT ELEV = 59.29
A.D. = -2.28 PVI ELEV = 61.43 PVI ELEV = 63.75 LOW POINT STA = 26+15.34 HIGH POINT STA = 27+80.23 LOW POINT STA = 29+62.53
K = 65.80 A.D. = 2.28 A.D. = -1.96 K = 109.6 K = 102 PVI STA = 26+16.91 PVI STA = 27+80.23_ PVI STA = 29+62.53
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MNH DUNE, 2018 6025 TARI N ROAD 6216 STONEBRIDGE ROAD 3 .2
. PHASE I VWILMI NGTON, NC 28409 STA. 1 5 + 5 0 - 30 + 00
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V = 59.29 HIGH POINT ELEV = 60.18 LOW POINT ELEV = 59.38 HIGH POINT ELEV = 60.28
= 29+62.53 HIGH POINT STA = 30+26.76 LOW POINT STA = 32+81.85 HIGH POINT STA = 34+43.15
9+62.53 PVI STA = 30+26.76 PVI STA = 32+81.85 PVI STA = 34+75.81
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Sheet No.
ENGINEERS, PLLC TRANSOM WAY PLAN/PROFILE
Drawn By Date PHASE IV
MNH ,,uNE, 2018 a 6025 TART N ROAD 6216 STONEBRIDGE ROAD
Checked By lab No. WILMINGTON, NC 28409 STA. 30 + - - 3
MNH. SNEADS FERRYONSLOW NORTH CAROLINA WILMINGTON, NC 28409 as 45 + 50

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SEA BREEZE COURT
LOW POINT ELEV = 63.54
LOW POINT STA = 1+12.09 PVI STA = 1+19.08
PVI STA = 1+04.95 PVI ELEV = 54.85
PVI ELEV = 63.33 A.D. = 3.67
A.D. = 1.75 K = 41
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No. Revision Date By Designer MNH Scat 1" _ �' ' SUBDIVISION HOOSIER E R DADDY, LLC PORT CITY CONSULTING
9 REVISED PER NCDOT COMMENTS 11/13/1$ MNH OYSTER LAND N GENGINEERS, PLLC CATBOAT WAY & SEA B REEZE Sheet No.
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MNH SNEADS FERRY ONSLOW NORTH CAROLINA WI L.MI NGTON, NC 28409 910-599-1744 LICENSE No. P-1032

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ANCHORS HITCH COURT
PVI STA = 2+14.11
PVI ELEV = 62.04
A.D. = -0.94 PVI STA = 3+90.85
K = 159.6 PVI ELEV = 58.97
150' VC A.D. = 1.23
K = 122
150' VC
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ROAD PROFILE
1"=50' (HORZ.)
1"=5' (VERT.)
PORT CITY CONSULTING
1 Revision Date By designer Scale OYSTER LANDING SUBDIVISION H OOS I E R DADDY,DY L LCHITCH1 REVISED PER NCDOT CQMMENTS 11/13/18 MNH MNH 1" 50' ANCH0RS COURT
Drawn By Date � ENGINEERS, PLLC Sheet No.
MNH DUNE, 2018 PHASEIV6025 TARIN ROAD 6216 STONEBRIDGE ROADChecked By lobNo. WILMINGTON N 4 C-3
C2809
MNH SNEADS FERRY ONSLOW NORTH CAROLINA W I LMI NGTO N, NC 28409 910-599-1744 LICENSE No. P-1032 PLAN/PROF 11 L E

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/
/ ~ J /
or Api :I 1 / '---...„....------ --N--__ ------.......
.c\N .441 tA \ / / / ..„____ ____ _____/__ ------- -----. — _ _____-1 \ -......./ \ "\.„1 ,-„,„.. ..--
a N1,41 40401. '41r. CO 1
40
ss
l ' 1 / 1. - --- \ \\ \ —�
I \L r ...,,,
N \s,-/,\ ___
_____
----r / '!\ ,\ ,, ..,_, ii \, / , ,--- ,, /
______ --- --,, ,
__ Ts,
1 J , )( \ ...., , \
______ _„.._ _____.,
li, ,,,,_ „,„ //-- /-41 ,,, / r
-. ._-- \ ---., . .)._,..\----- -----
- ---- %0
\ _______ t,,,,_\.._..., _
\ „_,_... ----\\
\ A N
� '' /- \,
i \ / /_ \ N -_ `- ` _ — — `\ '\ \
,( / ,/ / .---•
/ /
N.
_ `� , \ /
PUMP STATION GRAVEL DRIVE
70 - - 70
68 . - - - - _ - - 68
66 . . _ . . _ _ 66
64 _ _ _ - - _ _ 64
62 _ _ - - - - - - 62
60 _ . _ _ - _ - _ _ , 60
58 _ 58
56 '� ` - - - - 56
,
54 — - .-'--0�-5--9% 54
52 _ . -- _ - _ - , - 52
DATUM ELEV DATUM ELEV
50.00 50.00
OM •- M Lo 8 00 � O53 OON GOB u3G cflM op (ID �
to Ili to Loro in in LO LocN
11+00 12+00 13+00 14+00 15+00 15+93.03
GRAPHIC SCALE
50 0 25 50 100
I
1 inch — 50 ft.
0000poo,,,o,o, - 4
b, �0 o4/ pop DC102
SEAL `� m BY;
• L(�0197�421�` b
p'''% •V 1 IVY" . .A,.."
ROAD PROFILE °°09/Pir
1"=50' (HORZ.) I.A0 s
313--LI
1 "=5' (NERT.)
No. Revision. Date By Designer scale PORT CITY CONSULTING
MNH 1" _ 50' OYSTER LANDINGSU � DI V I �,.,7ION HO OSIER DADDY LLC ENGINEERS, PUMP STATION GRAVEL. DRIVE Sheet No.
Drawn By pate PHASE IV
MNH JuNr=, 2018 6025 TARIN ROAD. 6216 STONEBRIDGE ROAD C-3 .5
Checked By lob No. WILMINGTON NC 28409 9 WILMINGTON, NC 28409 PLAN/PROFILE
MNH SNEADS FERRY ONSLOW NORTH CAROLINA r 910-599-1744 LICENSE No, P-1032

NOTES:
1. DO NOT PLANT TREES WITHIN 10 FEET OF THE INLET OR OUTLET PIPES,
SPILLWAYS OR FLOW SPREADERS. TREE SPECIES WITH WATER-SEEKING ROOTS
SUCH AS WEEPING WILLOWS AND POPLARS, SHOULD BE AVOIDED WITHIN 50
ET OF PIPES OR MANMADE STRUCTURES. EVERGREEN TREES WHICH 30'
PRODUCE RELATIVELY LITTLE LEAF-FALL ARE PREFERRED IN AREAS DRAINING
TO DETENTION DEVICES. TREES SHOULD BE SET BACK SO THAT BRANCHES DO 30 FT TOP OF BANK ELEV. 49.75
NOT EXTEND OVER THE PERMANENT POOL.
1,-,- �L. 46.0 *NE 24"o-oX��.3 1 .�41 24"
�1 /i • o ot 0 h o *.�. in•
EL. 44.50 + � ,: , ELEV. 48.00 i'�i r
C),/ / • - T 24' 4e4Anwett i�npa�tt#,- 24''
4 ., AN.. ,s,, ,..,.
/ " FILTER FABRI2 FILTER FABRIC 12"
/ ; 12" THICK CLASS THICK CLASS
/
1 'B' RIP-RAP
RIP-RAP 'B' RIP-RAP
// (\ EMERGENCY NSPI.T.S.
LLWAY POND
, FOREB
/ / \. N.T.S.
,,- , ` ./ //a c-
\� 3:1 MAX
�i //r ` \ SIDESLOPE
i \ 3:1 SDESLOPE EL. 45.8 5' 5 3.5 NIQHSSOPE ORAGE ..- 6 FT
fr. 1.5 -INCH STORAGE
Ap
/ `► 1" NORMAL POOL ELEV 45.50 /" '� NORMAL POOL ELEV 45.50 ��` 4:1 MAX
SIDESLOPE
./ii „
,/,
EL. 40.0 _�L 141.9__
/ / EL. 39.0 `- 6:1 SIDESLOPE EL. 29.0
/' FOREBAY BOTTOM POND BOTTOM BOTTOM SHELF :1 EV SIDESLOPE
�� TOP SHELF ELEV = 50.5
/ '10 04 ELOEV 644Y.5SoPILLWAY
/ 7__°Ii°1.::::171.. .,, ' '
460: POND DEPTH SURFACE AREA SURFACE AREA
^ POND # NORMAL POOL (FT) 1.5 STORAGE REQUIRED PROVIDED
�.;� ELEVATION ELEVATION
471(/
��� (AVG) (SF) (SF)
. ''i tk / ,, , 4:1 SIDESLOPE ABOVE POND 1 45.50 5.0 45.80 13,679 429,937
BAY NORMAL POOL ELEVATION
/� � ,;/. •TTo /, ;;. �� �►- POND COSS -- SECTION
.4141464•.
�'/ ,�.4 ° ,► ` N.T.S.
cl
ir
�' 1444, . .,09:,. ° � 3: 1 SIDESLQPE BELOW
A,
4r
(z - / 4ki‘ ' . ''
4 VEGETATIVE SHELF
/ /
4 pli‘k,,,
4414P
/ r 4� et 1 4 A
4. / / GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. n
/
FASTEN WITH J-CLIPS ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
/ / '� / / 41111
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
/ / 13 �` , Rr / OUTLET STRUCTURE - 4 MAXIMUM TRASH RACK OPENING
- 4/.4, ` � / //_ POND 1.5„ RIM ELEV = 46.50
44 11:4
BOTTOM �, TEMPORARY
EI+EV=35.0 �, STORAGE
)1111111//7
1
ELEV=45.8
r •
• 1 8.0" ORIFICE OPENING 4C)'
// + W/ TRASH GUARDN NO'1
4 MAX. OPENING
/ �. + ,// 1 1/2 STORAGE= 45.80
// � , /// // NORMAL POOL EL. = 45.50 Q 1\�\,
110, y *o
f
/ / l� FOREBA + // 5' x 5' REINFORCED CONCRETE BOX
/ ' (1/ BOTTOM
/ , / r-� 7-
'. V=39.0 + // `r OR BRICK BOX7.-
/ 24" HDPE
/ ~ / %-. EMERGENCY SPILLWAY INV. EL. = 41.0
+ // ./ / / : ELEV 48.00 �0;� stogy
/ / i
J
° :iiiii
//
/ il / /�; + /// / 10: 1 SIDESLOPE ABOVE
/ / , 3:1 SIDESLOPE BELOW .• SHELF + / / AND BELOW NORMAL 6" EXTENDED BASE
0,1 4 i ,
,�''�/ / VEGETATIVE SHELF ,. •
.5 //// POOL ELEVATION IN THIS OUTLET STRUCTURE DETAIL-POND
// �k. J OND /// AREA N.T.S.
' � � ''� ,� BOTTOM POND ///
/.; �. ELEV=30.0 OUTLET /
BOX
7
,, / 122 LF 24" HDPE
•
"-' 14It i't� 3,' row / ,/ff ® 2.21% NO PLANTINGS VEGETATIVE SHELF. 17,625 S.F.
'.. P'�T/•/ , , + ' + / OUTLET STRUCTURE@ 1 PLANT PER 4 SF (24" O.C.) =4,406 PLANTS
re - �� PLANT TYPE QTY BOTANICAL NAME COMMON NAME ' ROOT TIPER HEIGHT NOTES
% BOTTOM •/// • '\ 1,468 Schoen�lectus tabernaemontani Softstem Bulrush CONT. Pat 24" O.C.
�`� SOFTSTEM HERBACEOUS 1,469 Pontedaria cordata Pickerelweerl CONT. 4" Pot 24" O.C.
/ • FOREBAY SPILLWAY \SHELF / / � Pi ERELwEED�dc UZARD TAII
ELEV 44.50 %pitc,N
V-44.5 /// ~ PLANTED 24" ON 1,469 Saururus cernuus Lisard Tail CONT. 4" Pot 24" O.C.
144NORMAL // \. -e CENTER SEE CHART
POOL FOR # OF PLANTS
4: 1 SIDESLOPE ABOVE % '��LEV=45.5 /��
NORMAL POOL ELEVATION //� ,� INV OUT= 38.30
NOTES:
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
TOP OF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB-SOILS,
GETATED THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
SHELF VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS,
SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE JAN 1 el-'1
PERMANENT SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST ..,
POOL TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE BY:.
TYPICAL VEGETATED SHELF A COMPOST QUALITY.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR
LANDSCAPING PLAN PLANT SURVIVAL/REPLACEMENT. ppppppYGpoi,p.6 y
SEAL 6,14
`�
019742
1 " --- 10 0' :%.,, ,- Atilf�{] 4,o°"
mpor
_No. Revision Date ByDesigner Scale
1 REVISED PER NCDEQ COMMENTS 1/10/19 MNH MNH AS SHOWN
ROOSTER DADDY LLC PORT CITY CONSULTING
Drawn By Date OYSTER LANDING SUBDIVISION - PHASE i V ENGINEERS, PLLC sneer""
MNH JUNE, 2018 6025 TARIN ROAD 6216 STONEBRIDGE ROAD POND DETAILS C-5CheckedBy lobNo. WILMINGTON, NC 28409 ' 0
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WI LMI NGTON, NC 28409 910 599-1744 LICENSE No. P-1032

e
GENERAL NOTES:
FRAME GR'TE AND HOOD Z Z � ,:04
�/.__-_ �♦ OQ) r 1•;+Z•y,,,,
BACK OF CURB SEE STD.NO. 840,03 USE CLASS "B" CONCRETE THROUGHOUT, CDCn OI-I Cn ♦ r••se.tyrt;{
^OW.X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" �•-Q 43" " " " n F r \G ° x":' •+'" `' `5
" ON CENTER. USE STEPS WHICH COMPLY - ";^ t 1 :::-7)
NOTE: USE TYPE E F AND G GRATE Qi ` \, _ ;' <"'1=`'', < 0'8 0 PLY WITH STD. DRAWING 840.66. Z _ UNLESS OTHERWISE NOTED, ciP \ 3/4" QF- `' tS , ,% J� �'rr 'q"?: +K :Tw ^,"TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT = VCV P ZYY=U , Q Q :::::::"':.:::;...4;i4'.4.-;;;;;;;;;;I:-...;1
�k"y ` ''�ob 12" CENTERS AS DIRECTED BY THE ENGINEER. '-''O l' �� _ OCD ' 1 ♦ R ` ' t r t..::1,%^�'""•o• i_ ,91imm 1Y"-'t^ US R C 0 E BOTTOM LAB. O = _ It:• +• }:° o Y LL-J�f-•:Z LL.J d.}..t Z / e,�' •<°: '��7~k!?�an:;;„^E FORMS FOR THE CONST U TTON F TH S d B T O O 3u;-,,,..,H<2 !�i...i�l�� LU=Z LL I ti N (c 21 F .. u»:^ ,«st ,'r'.�1i+,) \�`C ''ir'
o ' ' m rci
r^ ---- IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB S _ s i;.;q. .$` %:;',f,
m AS Q 1 Q 1 I t":s.i'f p �0'f" ..,~ %};.rr
SHOWN ON STD. N0. 840.00. Q UJ Q 1 >�„� '•
o - 1, 6" IIIII g„ x USE TYPE r'E", "Fn AND "Gb GRATES UNLESS , +'�r�. ,'"
--CCii Q GC C:3 Z/8 I 21/$ Q CL C.5' z+,.1;;,''P ,_:f.e0 6¢:,r<e^,y:'xa':.•';;%i.r
SS OTHERWISE INDICATED. _}-Z H - I -Z{"Z 6 t� �., ezA,.',No.:o
•o' --- Lu . " MIN r • i
FOR W-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER co�-Lt-O i - co F- O '
�'.'P �. . .�..• o q 8'•Q" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST it O o Q z + �:11 � =LL H / ''f"ct" f YtN +: �
• p iilligiel` SECTION - LL SECTION - MM O O `••t ♦ 2" -_ 3"
•'o" :v .o" o .o' a• �' QUANTITIES ACCORDINGLY. ...Cr . �,�� !-••1=
'. ,_,,,.. , z • Z \ COARSE AGGREGATE `',
co '.'o .;o CONSTRUCT WITH PIPE CROWNS MATCHING. F"`•-" A ��� I A ALIGN FRAME WITH INSIDE ��immo 3 " I-�` ♦ `•'.; '
PLAN -�X SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". 02 W p M EDGE OF WALL TO ALLOW 'm '1/$ Oro -1-i ` *!
o op 25'R I 35'R PLAN VIEW
TOP ELEVATION SECTION X-X DRAWING NOT TO SCALE. r• �� FOR VERTICAL ADJUSTMENT rr x toy
--I...- . r 1
ID �_ �� �� WALL SECTION 1
1
r-IL
�
I __ __..w. •.. � I 1
�' 50' MIN.
� ...:..,. r ___ `
: TOP ELEVATION SECTION - BB i 1 " DIVERSION TO DIRECT RUNOFF FROM R/W
■ - FRAME GRATE AND HOOD STEPSSTD. SECTION PP SECTION - NN
- NO. SEG O - 1
840.66
I��I� SEE S7D.N0. 840.03 STE S - TD. NO. 840.66B ll
,�� -( 22 14
r, 7 � ! � un.,.•.,.,.....:i.r3ure..•..e,..a...��t..•a.„........_...v,,.........•..{........-_............._.....•,...,,.:«.a.......,.5.......x..........v........anu,.,rl....Fu?:•..r.•...>...c..,,,...........,.\,....
' - G Z 1
6" 6 TOP ELEVATION `.. - - - ./ PLAN \ _ / + a� 1 SECTION VIEW
�.�� x C. " oC FRAME GRATE & HOOD ASS'Y N N /4 CC
A -- -_ : 11.4 I o Q 1 1 TEMPORARY CONSTRUCTION ENTRANCE
�-- ......� 1 c� Cl) �i 2':00: 6rr '
N.T.S.
x � ma °� 3 - G � 20' R R�yy ,6„ pispip
\� 6' 6r, ':c G :' 6" H 1::
3' /4„ -L 25 R i
SECTION Y-Y \� Q n. ., ,� ti� <t CC a , ` VARIES (6 MAX.)
D . . D o v % K _ -K-' cv ¢ 13i" p o --._..•' ♦'�--��- - TOP STRAND MIN. 10 GUAGE
VRISER ARIES HT o'• a �""" 1.44 N " 4 Q # STAY WIRES MIN.
0 I \a . .AI
r> Ire ..rzigir�� 6" k.,•'..o • .o'••:o •• ,, •:,,. o` o p SECTION AA "". Q z
GUAGE
a
6" T SECTION J-J �'� ':a` �� Q W x irri N I� idn Ct
wi WHERE 30" TO 36" PIPE IS USED W ~ M q �1\# 7" CO 0 W
SEE NOTE SECTION M-M L 1!1 111
" ,� \ LINE WIRES MIN. ,
WHERE 42" TO 54" PIPE IS USED >- CC N J FRAME PLAN 7 '� Z0 WHERE 30" TO 36" PIPE IS USED Q V r- SECTION - JJ < W \ #12-1/2 GUAGE
RISER HT. a i.�,. 3/rr 3 rr r " 55r'" �. LL!
VARIES o O4 = 3 0%g B L] cn -+-
J °• •°f " J UQ ).----
�I t 1 1�6 I"- I R 1 3 R �2!1 (�u. i �/ \ \� \/\�/\���\��\� \ \r�/ \ \��\��\/��/�\��\ice\ \/\
• • t ,� RESIDENTIAL CUL-DE-SAC � / /,,f, /� ,
.6_44ir
°: 1- 11.7--------4
_.�A ,� °: MINION .�, 'h�:► >, 1/2„ = 6" 2'-0" Rni - , : ' ,a ,F, CD
W� CURB BC GUTTER j >, /�
-:e"::-�. �� :�I . ' T 6" 6" ,r „ N . r j „ N.T.S < BOTTOM STRAND MIN. #10 GUAGE ›„,
� �
,.l 9'. o:.'t qt• ... QI 31 _ 3 0" 3�2 3/ I O 4 /2 j \� \\ \�
WHERE 42" TO 54" PIPE IS USED
0�....., SECTION - KK „ �� �/ v /\•
°. .-.,o:..o.,.,., :.o• :'.`o`' L ' o o ;.o :. o',•:v ' '::'o'' 2'-1.0/2" 1�6 f(,._ 45/8„ ��\.,/ �\ j�
DETAIL SHOWING METHOD R STEEL POST \, •
\,
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
840. 02 HOOD ELEVATION SECTION - RR 5840 .003 NOTES: ,?/�
1. WIDTH ANDSHAD HAI& A MrNIMUMIOF 6 FILTER FABRIC
LINE WIRES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF FILL SLOPE
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE aI
3. STEEL POST SHALL BE 5' 0" IN HEIGHT GROUND UNE ;r) cv
AND BE OF SELF FASTENER ANGLE N /
STEEL TYPE o /\
S� EXPANSION JOINTS Q Q DETAIL SHOWING TYPES OF GRATES 3 -..- S 23/rr h--
Q Q to a \ \ j
6" El 4'-6" I 4'-6" za=0 USE ACCORDING TO WATER FLOW. 2 11 r4 11, „ z�=� IN
\ \ \1-1 CD
CD • �\�\j
#4 BARS V STD. 840.03 FRAME, OdI-ld=z J B-�_ O O(-Z Z \ \ \\//\ \ /\4
E UAL SPA GRATE & HOOD CO
.«...11/2" 11�„ \ LtJ=Z .YY..♦N.,.,�,.,�...�.v.n 7 , w Q Z 4L 7 \/\\
j"� >L 1 1 Q Q ii-= TYPE "G" TYPE "E" TYPE "F" A "� \ ANCHOR FILTER FABRIC
3,r I I I \ flfli11
Q � '-' �I A 1 I si$" ¢� C,�►--z z w /A 1 �� ��IJ � � � Cn�LL.0J a r U)I--L.0_j \�/\ SKIRT
R E" ' M v R m a I--6'-0„ Z d j a WATER FLOW - SAG WATER FLOW --"-- I '9/8" - z d j
a _ PLAN • H - - SILT FENCE
A ../vv��. vv•✓v ~H
CO ¢ U.-
CO CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r� W o ' Lat1 o N.T.S.
CO11111 < U ¢ p
'k w USE ON FLAT TOP
ELEV. EXPANSION JOINT 6 4
"�� T I GRADES 2% AND UNDER - 1 1/ 5/8"
_ ft
I c I y 2 /8 12" 2'-0" 11'-0" 11'-0" R 2'-0" 12"
t
•
} 1 3, 0„I _ 30„, DEPRESSED GUTTER LINE SECTION g-B
S� EXPANSION JOTNT� I ( rCO CZEOLIEFIDEEECEEI GRADE
PLAN OF TOP SLAB SECTION S-S M 13/4" T 214„ I._-. z -0----2.00% POINT 2.00%----..
ELEVATION --"-- WATER FLOW ---- - SAG -E WATER FLOW --..- o� 0 f"""-( f�i
0 O
NORMAL CURB AND GUTTER ON LIGHT GRADES O H SECTION A-A LL 0 GO , ,5" SF9.5A
i
V\t 1j1H1 mil /0(
NORMAL GUTTER LINE Z a LL! p Z C.) 6" ABC
EXPANSION JOINT 6" " m H TYPE "F" / TYPE "E" TYPE "G" TYPE - E Z F- VALLEY GUirr.KVALLEY GU71ER
6" FE #8 "W" BARS #4 BAR TOP
N JSE DN GRADES OVER 2�S ELEV. _ a- a RESIDENTIAL ROAD SECTION
@ QUAL SPA E 0--4 <
Q RAISED�g'F FLOW
GH BROW 23/tt p p N.T.S.
__ DEPRESSED GUTTER LINE Q Lf) RAISED FLOW ARROW 23/ i Cl,„., Cl) Q
RI 10" 6'-0" I Q V %6" HIGH p e Q W 0
EXPANSION JOINT ' , +
z cc
JJ_L
A CC
11i2" QW = 0 . _ . � r� Qa
ELEVATION i-- Ih- - ` ," 1% " �-
cr co
DQWEL 2 ` ► CD C0 LENGTH
Ai CURB AND GUTTER ON STEEP GRADES W �. 1% " r� � '� ' Z
CD
SECTION R-R NOR A u
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * Z ` ` a '' / - f 1/8t" m� W W
DIMENSTONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS 0 O ` ` \ 9 ��/rr - 0 ;:(
PIPE SPAN WIDTH WIDTH- SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS_-W TOTAL TOP BOTTOM 1��•�pNC. ONE PIPE 1l \ 4 ! Q
F'SR MINIMUM V Q' ` \ O ►�1 /r 1 1/ r 1 1/2 a r- „ ril O
D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEI, N C,M, P.C. � 1 �"
Mr'
•
12" 3'-0" 2'-2" -- -- 2'-s" -- -- -- -- -- •- -- -- -- -- 0.235 0.772 0,015 0.026 1 V2 13/ 'L•.-! �-- 1/8'1 Um d �1cc �� RIP-RAP r
15" 3'-0" 2'-2" 3'-0"
0.235 0.529 0.023 0.036 2'-113/4" 4 2'-113/4" STORM DRAIN PIPE �� YM o
18" 3,-0„ 2'-2" 3'-3" 0.235 0.887 0.033 0.049 1 ' u`I -�-{ 7 " 1 " ! '�`'RAPRON `1;
24" 3'-0" 2'-2„ 3'-9" 0.235 001 0.059 0.085 ,. 2 1%2 .{ �� I/8 -�{ 1/2 {
30" 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 0.092 0.127
4' 9" 1%5" 4'-0„ 4 1'-11" 3 3'-9" 3 3"-9" 43 0.161 C.358 1.714 0,132 0.178 1 � �;�:�:� j; �iBisS Ifi 11/ rr +'��'•#
36" 3'-0" 2'-2" 3'•10 2 i :�t�:it ail��� •
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 C.318 1.738 0.180 '0.243 14" SECTION A-A 1 /8„ PLAN
48" 3'-0" 2'-2" ' 5'-0" 5'-9" ' 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0,235 0,3,7
54" 3'-0" 2'-2" 5'•7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11' 41 0.160 0,386 2,387 0.297 0,401 SHEET 2 OF 2 TYPE - F .=II \l'\ SLOPE = 0% TAILWATER FLOW
SECTION A-A SHEET 2 OF 2 �/\
$i(4a4V4t410. '+'
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT TYPE G
840 . 02 840, 03 �, .4.,
".•�,
1
STORM DRAIN PIPE - - - -- --- -
00000000000C000.*. 4'0 �i / /� ,t ����{i •
���''� � 7� ���• / .� /•�1 ti►.,. ���l�i-..r�M to 1..1 � • /, • ,�
o wO' 1Q49oo0 \\ •\ v: n\i
p a% 9� o FILTER FABRIC N.C.D.O.T. CLASS B
Li SEAL • SECTION RIPRAP, MINIMUM
019742 8 THICK, TYPICAL
°••000�,9AA I 0 441.°' RIP-RAP SCHEDULE
0000•r 4
004
2' o" RIP-RAP SCHEDULE
UPSTREAM DOWNSTREAM
1'-o" 1'-O" 1'-0" ® PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.)
3000 PSI -; RRA-1 36 12.0 9.0 12.0 1.5" SF9.5A ,
CONCRETE :'_ RRA-2 8 4.0 4.5 4.0
11" " ••� VI '. ••4.•'' . �' RRA-3 18 6.0 4.5 6.0
•..;. • •co.• :. • •."•4..sN•: .; RRA-4 18 6.0 4.5 6.0
. -..••.• • - .
.�..;•.: •. 4'.,.,.•.: . .I...�' ::'. RRA-5
, , . - - . ••• .,•.I S•.......;:J24 8.0 6.0 8.0
.• ....
vaavo�aoo •.•
447
11,•• RIP-RAP APRON
6" ABC 6„ ABC N.T.S.
,.AI tit ic,:il
VALLEY GUTTER
EC 102 '1 f
N.T.S.
BY;__ ii
No. Revision Date By Designer Scan PORT CITY CONSULTING
MNH As SHOWN OYSTER LANDING sum-DR/610N - PHASE IV HOOSIER DADDY LLC ENGINEERS PLLC
Sheet No.
Drawn By Date-
MNH6216 STONEBRIDGE ROAD MISCELLANEOUS DETAILS JUNE, 201s 6025 TARIN ROAD1
Checked By Job WILMINGTON, NC 28409
y WILMINGTON NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA � 910 599-1744 LICENSE No. P-1032

0- PROJECT REFERENCE NO. SHEET NO.
GENERAL NOTES I 2=_p1+ D W T As Z N
O DESIGNED BY:
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL I--(/)
Q DRAWN BY:
CONCENTRIC 111111111111 Q CHECKED BY:
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 CONE SECTION DIAMETER WALL TOP/BOTTOM AREA OF STEEL Z I-S . THRUST BLOCKS ARE DESIGNED F O R 200 P"S°I° EVEN THOUGH
WELDED WIRE FABRIC (MNF). (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT, I-I O t"3 V THE TEST PRESSURE IS 150 PSI APPROVED BY:
LL�IQ.1-1 ' REVISED:
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) ($
Q. IN.) NORTH CAROLINA
ACCORDANCE WITH AASHTO M199. O��= HORIZONTAL RESTRAINT VERTICAL RESTRAINT
Z DEPARTMENT OF
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 1111 :\
4 4 6 0.12 {"C7 O L�iy (ALL AREAS GIVEN ARE IN SQUARE FEET) (ALL VOLUMES GIVEN ARE IN CUBIC YARDS)... TRANSPORTATIONE
FROM THE TOP TO THE BOTTOM OF THE MANHOLE. Q I-t RESTRAINING RODS DEGREE OF BEND DESIGN SERVICES UNIT
5 5 $ 0.15 i-S~Z PIPE DEGREE LBS°STATIC ALLOWABLE SOIL SEARING (PSF) PIPE PNONE:(919)250-4t28 UTILITY CONSTRUCTION
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCTPI 6 6 8 0.18 OD~u-O-I SIZE OF BEND THRUST I000 2000 3000 4000 5000 6000 7000 8000 SIZE NO.REO'D DIA. 111/4" 22 1/z 45° Fax:[phone] PLANS ONLY
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 0O O�Q 11/4° 616 1 UTILITY CONSTRUCTION
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 2 1-4� 221/2° 1226 I 4° 2 1/2' 0.25 0.50 0.75
, 4� 456 2.405 2 I 6' 2 1/2' 0.50 I.O 1.75
D' L 94° 4,444 4 2
LIMIT DEPTH OF FILL TO SO' O" FROM FINISH GRADE TO TOP OF p_1"I TEE♦P1JD 3�43 3 2 8' 2 518' 0.75 1.50 3.0
BOTTOM SLAB. 2 I/ I. a5 2 `
ALTERNATE CONE SECTION GRADE RING r 2 O y rI O 6" 22 45°° 5.409 5 s 2 10" 2 3/4^ 1.25 2.25 4.50
THE MIN. SLAB THICKNESS 'T IS THE DIMENSION OF THE I I 9o° 9.999 0 3 3 z 2 2 12^ 2 7/8' 1.75 3.25 6.50
THINNEST PORTION OF THE TOP/BOTTOM SLAB. I MIN. AREA OF STEEL TEE/PLUG T 4 3 z 2
IS 0.07 in.2 ut/4 I i q. 4 5/8' 2.25 4.50 8.75 I n C ,d I
.4 .4'•: 22 ' 4.904 I I r I I` L VI* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE ' - 8' 45LL1p 9.619 tG 5 3 92 2 )e 16' 4 3/4 3.0 6.0 11.50 I L C W R 3 L E L L
A DISTINGUISHABLE TOP AND BOTTOM. TEE9/KUG IT 1: ig6 i z 3 " 3 1 i
6° MAX. SPACING u1/4° 3846 9 2 2 3 I I I ...INCLUDES 1.50 SAFETY FACTOR
OF CIRCUM. R/F W 0" 22
as z 15.0213 15 a 4 _2 3 2 4 3
LOCATE WALL REINFORCEMENT 9 27.76E 4
D' + 2 'W' IN MIDDLE THIRD OF WALL TEE/ wG 9.6 5 I to ` 7 5 2 3 3 z /\�\� �\/ \�� ���� /\����`
FRAME AND GRATES STD. NO. 22/42 !,542734
0p ! 4 3 2 2 2 I / /\ \ /\ ,,..\\
TRAFFIC BEARING 840.37I ADDITIONAL 12" 4 .641 2 11 4 4 g 5 \
1" MIN. 0 S1{ A $ 6 3 \� \� /� \
#4 REBAR p 90 987 20 3 s 7 5
CLR. TEE/PLUG 9 76 4 4
NONTRAFFIC BEARING: 840.22 NI/4' 7 544 2 2 I
�- - 3 4 3
e40.24 STEP STD. 22 1/2' 15.016 5 s 5 3 PIPE
840.24 04 NO. 840.66 90 54.426 2T 14 R y a ULLTRENCH
FLOWABLE FILL
iq• 45' 2g99�',455 JJpp9 M 10 7 6 6 5 g
11.1
840.33 'T'. CLRMIN. ,' (CIRCUMFERENTIAL 0 " t22 1/2' Vail
I'624 20 tD i 6 3 3
USE MIN. AREA OF STEEL IN TOP p- 38.485 FULL TRENCH WIDTH O.D.
SLAB OF #4'S @ 8" CTS. REINFORCEMENT) Q 'Z 16
EACHWAY/EACH FACE (1:: Q 45 3 ,471 3e 7 3 s 5 5
* CL. 99q° ?!O66 7II 36 4 I 14 17 10 99
it TEE/PLUG ' 5d,2b5 90 A I7 to B 7 6
FLAT TOP SLAB _, `_____-__,,, LONGITUDINAL ' INCLUDES 1.25 SAFETY FACTOR GENERAL NOTES: PROPOSED OR EXIT PIPE S (k
ADDITIONAL #4 EACH REINFORCEMENT p LA CO k
SIDE OF OPENING (1'r ADDITIONAL #4 EACH ep I. CONCRETE SHALL BE CLASS 'EV. ��
SIDE OF OPENING (1 a RISER CC n 2.CONCRETE SHALL NOT CONTACT BOLTS ENDS OF MECHANICAL JOINT FITTINGS. Lt Q. C A 6 L� Q Q
CLEAR OF BOTTOM FACE Qa o a
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) ".F 3.CONSULT WITH ENGINEER FOR CONCRETE REQUIREMENTS ON MAINS LARGER THAN 16 INCHES. p'G' © a Q p 4 ocp ^
V tFOR VERTICAL & HORIZONTAL SENDS) A p p Q p C q
TO CORNERS (TYP.) 2 = 4. ALLOWABLE SOIL BEARING SHALL BE DETERMINED BY THE ENGINEER. P 4 8" MIN
-� Q REVISIONS p 0 _Q A 8" MIN
PAD. Q a
=W 9 v =W= < ~ N0. GATE DESCRIPTION p p Z' A P Q. `mod CDC 16" MAX
-11i.... p4 � U) J UNDISTURBED EARTH a a p
i ---------_- .ter _--- . CO N SHEET 2 OF 2 p 46Q '`' V
FRAME & GRATE ♦ ` SEE STD. 840,54 5° Q = T p`I �p an q a ���
•
�/ . - - ♦ FOR MANHOLE • z BASE +Z _ p PROPOSED OR EXIT PIPE ,�� p.,Q
_ _ _ _ ,1 % RING AND COVER Q T BUST RESTRAINT FOR WATER MAINS
11r- :..A..-... i 1 / / /fl �� .-v O STATE OF NORTH CAROLING ^.✓�f
4141/*
1� _ JI_ _ - 1 I l �f�' �1 (C
,i I I i'�'� '•'!,'. air° rt i"p.P. '# .P' DIVISION OF HIGHWAYS
i 1 1 1 Ir. 4'• a••
1 `__- JL -11 1 \ \CT"4', / ti:f.L
•cr :ite :✓ft ;:p' ••:fr •:le •r RALEIGH•N.C.
1....
"� 1" THICK COMPRESSIBLE r
IIr _ A _ -f1 / 1 .i _. ♦ USE MIN. AREA OFSTEEL `,fir\�� JOINT FILLER MATERIAL
' ~ IN BASE SLAB OF W
♦ ' ` 0.12 in2 PER LINEAR
0' MIN. 0.5 0.D. 0•0. NOTE: NO ENCASEMENT REQUIRED FOR
♦ ♦ •/ ♦ FOOT EACH WAY CC
♦ ♦
4 - TYPICAL MANHOLE SECTION A 4Ili SPACE GREATER THAN 18"
GRATED INLET OPTION MANHOLE OPTION SHEET 1 OF 1
840. 52 A
JAI ', �� t--45,
c41116 ritl 11ii0111 1. + _, i--,Dt7 --
..
A _ / h TIE ROD TIE ROD 1.+lN• T �a G EXIST.D.1.WATER PIPE ,6 M ^�-- 6'MIN. \ t( /♦n. .vt4w,*w .%qWWw''' ,.'„%, v // \ ,,,
LW--� �--W 18'MIN. -to
0 L l A` r::'',:i::i ,:,-.',._
A l SECTION A-A , 1 I
a
PLAN (BENDS) PLAN (TEES) BENDS & TEES TIE ROD \ - ' I ' -, TIE Roo - --SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE p PROP.OI RJ PIPEIF SPECIFIED. y� HORIZONTAL RESTRAINT CDNC.iHRUSTCOLLAR BLOCKPROP.STORM DRAIN
t'''1--'' STATE USE OF SYSTEM ON COVER4<C,(kl.7..\
(I.E. : SEWER, STORM DRAIN, ELECTRICAL) cc Z V t6 BPLAN
CONC.THRUSTCQLLAR BLOCK
J tO�Z MIN. 1 RESTRAWING RODS
TOP OF COVER Z W % �\ /� EXIST.b.I.WATER PIPE
__�, 111QQLLz O
..
A B < L_ 9-I
1.
.:'
0
1 A /7�\ 4 (�H O / �. ALTERNATE LOCATION 1 ?.j . 24•MiN. TIE ROD
4 7 \
■ h( ) O <,.._1 10 } '"i FOR RODS OR WHEN • ;j ll 45 BEND 45 BEND °:R
L}C� .> a y1}� MORE THAN 2 ARE ti & TIE .•;.
L- - � L__ ��� -rigI to a Q �/ REQUIRED TYP �l 6'TYP. ---- /} --- ---
LV a W=1.5h �� )%`, � •••• .'Cl.�. PROP.DI RJ PIPE
/
1/ „ R '+ O o PLAN & ELEV.(PLUGS) ``i'' w��sir�> J ♦ ♦(♦♦ V NOTE: 1 FULL PIECE
,�/,{� � � �� CENTER UNDER S.D.
C �•\• \ ,,,%%%\ I.FITTINGS SHALL RE RESTRAINED JOINT 01. PROFILE
2 v�T Li B
4rRENCN WIDTH
SECTION BOTTOM OF COVER ELEV.(BENDS) VERTICAL RESTRAINT SECTION B B
tn •NT9
rili%9111: 1" R. oa \ RE-ELEVATION OF EXIST. D.I. WATER PIPE AT
No,
�-�` amp - R R = S T R A I N T - 0 R I P _ _ I \ ._ PROP. STORM DRAINAGE AS SHOWN ON PLANS DETAIL 4 3
PLAN OF COVER N
M
cr I C -rVy3
PLAN OF FRAME o >
1'-111/2„ f 0 V
z
H
I
2r-11/4" Q p
Z
\ Q
1` 10/8rt i i cn Q
i 0
I
� 1„ / TYPE #1 y ° -�{� 1 1 ° z CC
a U.
i
•
/ \� 33411I�/2 . _'11=1111=1 -11= 1=11 All
} /2�FI 43/ =11111=11111=11111=full=111II
W uiu=liiil=dill_lall '
'�� , 4 Q O =N lfgTull 3 FT.
•
� 1 J 105,'8" ci _ MIN.COVER
s
d
` \ALTERNATE Q Q I
--,,,,e0 1 .
`� f SECTION B-B 0
43/8" _• .1,,, 2'-012" \"'', / ``\ MINIMUM WEIGHTS - LBS. PROPOSED UTILITY
21 91/„ F 7 ��; \ FRAME 180 18°
COVER - 120 .e _ USE OF D.I.P.OR STEEL
SECTION A-A I / TOTAL - 300 IF 18 INCHES OR MORE OVER ENCASEMENT REQUIRED. •
-
THE EXISTING STORM SEWER, --' " I-12' 10'Toper
\ / THEN NO D.I.P.OR ENCASEMENT Z I- I _p 5• 10'Taper
/ SHEET 1 OF 1 IS REQUIRED. IF CLEARANCE IS 12 INCHES •
TYPE #2 840 . 54 Co OR LESS,NOT ALLOWED, : e a 7:77- "."...:'-.-"-4- .'...---.*:•/.
EXCEPT AS fNTERFERENCE --- "•4BOX ON A CASE BY CASE a '� Expansion "a _... ._a ! a
BASIS ONLY, i -4 Joint MI.)• .+ c"} °d Expansion
1Llir 0' .1-
d -..: n' _ i ° C to f�. Joint(Typ•)
Asphalt Front of GIGS grate
SED BASIN #1 - 1.5" SKIMMER WITH 1.0" DIAMETER ORIFICE SCREEN ACCESSIBLE EXISTING STORM SEWER PIPE
not to extend into
LAKE - 6" SKIMMER W/ 5.0" DIAMETER ORIFICE VENT 11111,111
THROUGH DOOR roadway.
Offset Curb Inlet Catch Basin
Not to.SCCI
-ate lipp Notes:
��.34- 1. Offset Garb to be in accordance with NC DOT Standards.(852.05) ,
.1.4111*I4
NOTE:
SKIMMER IS TO BE A SURFACE .14,1 2 FT.MINIMUM DEPTH
DEWATERING DEVICE SUCH AS BMP UNDER STORM sfiwER
SKIMMER OR APPROVED DEVICE. ebr.appS ak
`
���� 1 ALI_owED.
v. •
411 410 4•••••••
FLOAT
FLEXIBLE JOINT °°°000000 000eo
(RADIATOR HOSE) �i 1 P ,-,; , , "' 1't , PROPOSED UTILITY I `
Qo 9f OVER EXISTING STORM SEWER
OUTLET END: ` SEAL NCWT APPROVED 08/11/2004 vDl To score " . M
CONNECTION TO 019742
OUTLET PIPE OR RISER ♦ BARREL PIPE LONGER THAN e
SHOWN. NOT INCLUDED WITH o, �t�,�_ ,C,o00
SKIMMER, SUPPLIED BY USER. eo �'►'(i ((.) ,o Y•
ciC
FAIRCLOTH SKIMMER ° °°°
STANDARD DETA L
NOT TO SCALE
No. Revision Date By Designer Sca e PORT CITY CONSULTING
M"" SHOWN OYSTER LANDING SUBDIVISION - PHASE IV HOOSIER DADDY, LLC ENGINEERS, PLLC
Drawn By Data 6216 STO N E B RI DG E ROAD MISCELLANEOUS DETAILSc_5 .2
Sheet No.
MNH JUNE, 2018 6025 TARI N ROAD
Checked By job No. WILMINGTON NC 28409 WILMINGTON NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA / 910599-1744 LICENSE No. P-1032

48" CORRUGATED
ALUMINUM RISER
WITH FLASHBOARDS STEEL POST ,r �
EMERGENCY
MAX WATER LEVEL CREST SPILLWAY EARTH BERM ` , F�©
OF FLASHBOARD RISER & 3' MIN. - �,/ (..:..
EMERGENCY SPILLWAY I
GIs
BOTTOM ANCHORED \
el, //\\\ % /\ \>, j\/\\ WITH STAPLES .�I
/\\j\j\\j\��j\\j\\j\\j\\\\jj\ `?� EARTHEN BERM
DEPTH
.: :: :...
iv\r \ii%ivA.ii �/ / /\ allibir444 .--- ..i.:1111iti::::%:::.::::::.:."
r
1 CULVERT•SED ME
8
POROUS GAFF
STORAGE, '!'--./. '' ' , t.',..) ;;•,!zsi-,:t,,,, '...::.::::i4::;P:i.i.....OROU BAFFLES •
- 101 M PIT
n SEDIMENT
e
A EVENLY) • �' 10
(HAVE 3 SPREAD OUT
•
': JUTE NETTING
CROSS SECTION •
��
NOTES; 4I NQ.1E1 WIJURETE BETSUPPORWEEN STEEL POSTS
TED WITH TOP
'
1. POROUS BAFFLES MAY CONSIST OF COIR EROSION BLANKET, COIR MESH OR TREE PROTECTION
FENCE FOLDED OVER TO REDUCE OPENINGS. STAKE BAFFLES SECURELY IN PLACE. 1. DRIVE STEEL FENCE POST AT
LEAST 18" INTO SOLID GROUND.
PERSPECTIVE VIEW
2. WOOD POST ARE NOT ACCEPTABLE.
TEMPORARY SEDIMENT BASIN DETAIL
NOT TO SCALE STANDARD SEDIMENT BASIN WITH BAFFLES
12" min. NCDOT#5
Cross Section n. of m n
or #57 washed stone ,,,,,„a4
Drape baffle material over wire strand and Extend 9 gauge wire to basin side or instailIpost to anchor ' 1.5' min.
p baffle to side of basin and secure to vertical post
secure with plastic ties at pasts and on wire every 12
3600 cu ft/acre ,. ,,
.4-- 4'Max.--0-1 ..% titi 5,
-.# 'rt: v max
RR MU.*. I,t:= r a 7 3
9 gauge Min High :: : y ,__, , .A,e,.... ,-,
,
Tension Wire Strand 3'MiN* °.. Variable Depth F ��
6
Shall BeSecured ::' :
i 'nn..Y!u!nu....uutt, u:r' / 1 r -a°C ' fi ,5
To Post To Support _ _i ..__.,
Baffle Material izn=a=n_it=1 l iIu=n99F=i -uc.= - _ a i= _ i _ ;� filter
- _ - - = Secure bottom of baffle to ground with 1 trlt
I i i r^ 12'staplesat12'rnaximumspacing. fabric
Raffle Material
f Baffle Material
if the temporary sediment basin will be 11 Gauge _
converted to a permanent starmwater basin Landscaping Staple Design settled 21' Overfill 6" for
of greater depth,the baffle height should be top �=r• settlement
based on the pool depth during use as a I II Plan View
' `II
temporary sedtnnt basin. MO MI ....`"w00.." ..r ""
...f. f� f.£ Z.n4 'I' .,..**.`1 ,'`..`. 'z, - >t. 5---
temporary
t� ` ' . , ik,. ` Qe 3 ,.- � Emergency by-
IVate:lnstallthree(3}cQirftber baffles in basins Steel Post . j L i 4 a�� � pass 6" below
Note:
na outlets(3)c rfiber rig baffles
inof 1/4 he 2�-0"Depth . 5 min. �.1, s' Set of
- - T
max f 14 . � ,, tiedtopbasin Iength.Two(2i coir fiber Baffles can be L `� "� i° ° ' �k dam
at Baffle Material should be secured to the bottom "r, I[l I °� � ' °` �� �
` r.g a� . fir' ' *i= `? a s\a;� okiitl
installed in the basins less than 20 ft.in length and sides of basin using 12"landscape staples 2 to 3.5 �� '° ° ,�� F®� 4 �14 k
with a spacing of 1/3 the basin length. .' �� F., k m in: do E t ,, ® dr y , .3- ,
%,�'4 r :� rb i sx�� 1P5 G,n , th kF
' r .,, . , } Natural
, Ground
filter 3
fabric min.
Figure 6.65b Coir Fiber Baffle Detail
Cross section of a porous baffle in a sediment basin.
Figure 6.60a Plan view and cross-section view of a temporary sediment trap.
Rev.6/06 6.60.3
_._woo,,�000000
00,
?16��FESS/„1, 9 D1:
SEAL ` . '
.
Z3em**4 u+�a 0. Y.
019742 d --
\ 41.0 401 te SS i i Ci:A., 1 0 202 i !
/`! o°°° 6Y>�
No. Revision Date By Designer
MNH scai? PORT CITY CONSULTING
AS SHOWN NDING SUBDIVISION - PHASE IV ROOSTERDADDY, LLC OYS T E R LA hAPRIL 2o1s 6216STONEBDGE ROAD IY ► ISCE LN EOUS DETAILS c_ �j
MNH
WILMINGTON, NC 28409
Checked By Job No. W I LM I N G TO N N C 2 8409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA , 910 S9� 1744 LICENSE No. P 1032

. .. .
DEVELOPMENT
SITE
FAR
OYSTER LAI\401 1111
I I\JG PHASE I I I
ONSLOW COUNTY,
NORTH CAROLINA
DECEMBER,
2016
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197
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DESCRIPTION EXISTING PROPOSED i ��_', `\ �� � ` '0 % �' \ ---! \ 13 ���, / -1- / // I ,' I , _.�. , , ;
1' CONTOUR INTERVAL - - �\ I \ �'� , \ 1 �re _t_, '�_. \\ 33 �, 1 J J % ! J 1 � _`- =, 1 "ii ( '/J'/J,t ,' INDEX CJ F SHEETS
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5' CONTOUR INTERVAL - - - - - - - - ` ' �" - l 1 �.�. /$ 57, , SHT 0 COVER SHEET I
PROPERTY LINE - - �•\ \` �l —\-- — — .___. \ // JJ / or,• • :. ` ; t',l� / 1 1 �.
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8 SANITARY SEWER FACILITIES O _ ---ss—f--� \`\ ``��� \\ `\\ y/ %i // i i / .Jf -. �/ i { \.iS _�- -�_ C-2.6 SEDIMENT BASIN DRAINAGE PLAN
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SHT C-5.0 POND DETAILS
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/ C-5.3 MISCELLANEOUS DETAILS
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6216 5TONEBRIDGE ROAD 6025 TARIN ROAD SHT C-6.0-6.2 WATER DETAILS
INLET PROTECTION ° W I LM[N C,TO N, NC 28409
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No. Revision Date By Designer s�aie PORT CITY CONSULTING
REVISED PER COMMENTS BY NCDEQ 2�23/i 7 MNH MNH 1 le = 300' OYSTER LANDING SUBDIVISION , H O O S I E R DADDY, LLC
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6025 TARI N ROAD 6
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fbNo. P r ,AS E W I LMI NGTO N, NC 28409
SNEADS FERRY ONSLOW NORTH CAROLINA i
MNH WILMINGTON, NC 28409 910 599-1744 LICENSE No. P-1032

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No. Revision Date By Designer Scale OYSTER LANDING SUBDIVISION HOOSIER DADDY, LLC PORT CITY CONSULTING
MNH t" = 60' ENGINEERS, PLLC Sheet No.
Drawn By Date MNH DEC., 2016 PHASE III 6025 TARIN ROAD 6216 STONEBRIDGE ROAD PHASE III LAYOUT C-2
- Checked By ' Job No. WILMINGTON, NC 28409 2
MNH ' SNEADS FERRY ONSLOW NORTH AROLINA WILMINGTON, NC 28409
j LICENSE No. P-1032

STORM CULVERT TABLE \ r \ __ / /� ///'\\\ 1 I ` AT
r `�\ \ STORM STR>y!'CTURE TABLE 1 r-'` \\ \Line ID LineLen th Veloc Size Inv Elev Dn Inv Elev Grnd Rim Dn Grnd Rim \ Line ID Inv Elev Grnd Rim U ' t \ / / I ( '''- ! /
g PipePipeSlopeUp / / Up Up f p \ / / / /� 1 !/
(ft) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) C� N i \ \ ' I ( I "" ;>' !/� /
P-1 48 5.89 36 2.71 49.00 50.30 0.00 54.00 CI#1 50.30 54.00 \ / // , \
i (/ ''\ 1 j / / // /
P-2 132 6.26 36 0.60 50.30 51.09 54.00 56.11 CI#2 51.09 56.11 \ -r - /
P-3 126 7.28 30 0.75 51.09 52.03 56.11 57.83 A CI#3 52.03 57.83 l 411.11.
// Q 1 / / ./
P-4 113 7.14 30 1.00 52.03 53.16 58.39 59.49 CI#4 53.16 59.49 �' I a / 4,,, /
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I - P-5 107 2.76 30 1.07 53.16 54.31 59.49 61.00 CI#5 54.31 61.00 j ' - ( / o \ / t / !
t \ P-6 85 3.60 24 0.30 54.31 54.56 61.00 61.80 CI#6 54.56 61.80 \ ' . i( ( r - , \ / // / /
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1 REVISED PER ONWASA COMMENTS 12/21/16 MNH MNH 1" = 50' HOOSIER DADDY, LLC ENGINEERS, PLLC Sheet No.
2 REVISED PER NCDOT COMMENTS _ 2/3/17 MNH Drawn By MNH Date DEC., 2016 PHASE III 6025 TAR I N ROAD GRADING & DRAI NAGE PLAN C-2 . 3
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1 REVISED PER NCDOT COMMENTS -2/3/17 MNH MNH 1" = So' HOOSIER DADDY, LLC PORT CITY CONSULTING
REVISED PER COMMENTS BY NCDEQ 2/23/17 MNH Drawn By MNH Date DEC., 201iS 6025 TAR1N ROAD ENGINEERS, PLLC Sheet No.
PHASE III 621 S'ONEBRIDGE ROAD DRAINAGE AREA PLAN c-2 .4
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PHASE III REVISED PER COMMENTS BY NCDEQ 2/23/17 MNH MNH DEC., 2016 6025 TA RI N ROAD 6216 STONEBRIDGE ROAD EROSION CONTROL PLAN C-2 . 7
Checked By lab No. WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032

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NOTES:
1) ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS 1 inch = 50 ft.
2) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY
3) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY
4) THERE IS A MINIMUM OF A 10' DRAINAGE & UTILITY EASEMENT LOCATED BEHIND THE RIGHT-OF-WAY LINE.
HIGH POINT ELEV = 65.12 eo � F to cos
HIGH POINT STA = 19+50.00 ill % S
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PVI STA = 19+50.00
PVI ELEV = 65.44 SEAL o
A.D. = -2.0 1 019742
K = 65.0
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PVI ELEV = 61.81
A.D. = -0.44
o K = 340.9
0
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+ i PVI ELEV = 56.89
oo to o to A.D. = 0.44
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,
No. Revision Date By Designer scale PORT CITY CONSULTING
1 REVISED PER NCDOT COMMENTS _ 2/3/17 MNH MNH 1" = 50' OYSTER LANDING SUBDIVISION HOOS 1 E R DADDY, L LC ENGINEERS, P L LC OYSTER LANDING DRIVE sheet No.
2 REVISED PER COMMENTS BY NCDEO 2/23/17 MNH Drawn By Date
MNH DEC., 2016 P HAS E III 6025 TARIN ROAD 6216 STONEBRIDGE ROAD C-3 . 1
Checked By Job No.
W1 LMI NGTON, NC 28409 WILMINGTON, NC 28409 PLAN/PROFILE
MNH SNEADS FERRY ONSLOW NORTH CAROLINA 1 910 599-1744 LICENSE No. P-1032

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LOW POINT ELEV = 60.47
LOW POINT STA = 2+56.02
PVI STA = 2+56.02
PVI ELEV = 59.97
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1 REVISED PER COMMENTS BY NCDEQ 2/23/17 MNH MNH _ 1" = 50' OYSTER LAND 1 N G S U B D I V I S 1 O N I HOOSIER DADDY, LLC
Drawn By Date ENGINEERS, PLLC S A LT O KS LANE shut No.
MNH DEC., 2016 PHASE III 6025 TARIN ROAD 6216 STONEBRIDGE ROAD / p f C-3 .2
WILMINGTON NC 28409 PLAN/ ��`OFI LE
Checked By Job No, I WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA I 910-599-1744 LICENSE Na. P-1032

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GR
APHIC SCALE 25 0 100 STORMY GALE LANE
1 inch = 50 ft.
HIGH POINT ELEV = 62.67
HIGH POINT STA = 3+68.10 HIGH POINT ELEV = 61.70
PVI STA = 3+75.30 LOW POINT ELEV = 60.77 HIGH POINT STA = 8+33.88
PVI ELEV = 63.00 LOW POINT STA = 6+46.10 PVI STA = 8+33.88
A.D. = -1.77 PVI STA = 6+38.75 PVI ELEV = 62.00 LOW POINT ELEV = 61.17
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No. Revision Date— By Designer Scale I / PORT CITY CONSULTING
1 REVISED PER NCDOT COMMENTS 2/3/17 MNH MNH , 1" = 50' OYSTER LANDING SISION L� VHOOSIER DADDY, LLC ENGINEERS, PLLC
2 REVISED PER COMMENTS BY NCDE4 2/23/17 MNH Drawn By Date HIGH TIDE DRIVE & STORMY GALE LANE Sheet No.
MNH DEC., 2016 PHASE III 6025 TARIN ROAD 6216 STONEBRIDGE ROAD C-3 . 3
- Checked By Job No. WILMINGTON, NC 28409 WILMINGTON, NC 28409 PLAN/PROFILE
MNH SNEADS FERRY ONSLOW NORTH CAROLINA ucENSE No. P-1032

NOTES:
1. DO NOT PLANT TREES WITHIN 10 FEET OF THE INLET OR OUTLET PIPES,
SPILLWAYS OR FLOW SPREADERS. TREE SPECIES WITH WATER--SEEKING ROOTS
SUCH AS WEEPING WILLOWS AND POPLARS, SHOULD BE AVOIDED WITHIN 50
FEET OF PIPES OR MANMADE STRUCTURES. EVERGREEN TREES WHICH 30'
PRODUCE RELATIVELY LITTLE LEAF-FALL ARE PREFERRED IN AREAS DRAINING
TO DETENTION DEVICES. TREES SHOULD BE SET BACK SO THAT BRANCHES DO 20 FT TOP OF BANK ELEV. 54.00
NOT EXTEND OVER THE PERMANENT POOL. i EL. 50.50 24" 3 24f
A----- 1 .
/ Z7/ c., EL. 49.50 - ELEV. 52.75
_ 7
11
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/ / //- 3:1 MAX
ii 0001111111111011111111111111101111111 / ZLOjMEL535
'// NORMAL POOL ELEV 50.00 3:1 MAX
_.-- `� � / _ EL. 45.0 SIDESLOPE
ii / / `'r.� __E 43S__
EL.. 44.0 POND .0TOM
FOREBAY BOTTOM
lit _ -- s-- 115' r- �� // \ii)
BOTTOM SHELF ELEVDES 49�5
/
1 AI 4fI
O =!ElI . - 4 .00/A/ 7--
00;011110° Willa. fJ / ,/
7
` �� POND DEPTH SURFACE AREASURFACE AREA FORE BAYFOREBAY
1Y�11 " 0 / POND # NORMAL POOL (FT} 7•5" STORAGEREQUIRED PROVIDED VOLUME REQ. VOLUME PROVIDED
I ELEVATION (AVG) ELEVATION (SF) (SF) (CF) (CF)
.--f42 - / TOP SHELF
I / I / i ELEV=50.5 POND 1 50.00 4.5 51.35 17,023 18,537 13,936 14,860
f , , POND COSS- SECTION
i" i � f 4 /17: � N.T.S.
/ 37 LF 18 DES
• ♦ 1.35%
ttie::to„
I \ \ E‘y /
I, ii ! I \ -r / "
II
�;t �/ ,,► =IN\111ZwEITDHErci%TlA19rTA1"clix 1/8 BEARING BARS.
E°\VF .0
3 TO A 1 1 4" "
I 1 iv-` \El / � i& , / / x 1 1/4 x 1/4
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
�, ~� / OUTLET STRUCTURE - 4" MAXIMUM TRASH RACK OPENING
\ \: /
/ / / 1NV OUT= 49.50 RIM ELEV = 51.35
I i
~ ' 111 II ffirc
3 BOTTOM
. : \ \
,- �r Vlig
SHELF
t' y ELEV-49.5
.- i w,
cb E / 1 / 1 i 2 STORAGE= 51.35
ii NORMAL 4' x 4' REINFORCED CONCRETE BOX
P001_
i ' ////,/
, / , ( ELEV=50.0 OR BRICK BOX
I4inim / 3....,.... ----- 5 _, .0 SCH. 40 PVC OUTLET \)- 7- 18" CULVERT
i i L. 0 III' 6;
14
NORMAL POOLG EL. = 50.00 ti?
I ! Anifip4z8.
Q
/ .-----
\--'---_ fA
• 1 in !�" d! tat I t 10:1 S D E St"QE'E a I N V. _EL. 50.00II I PiPiiiIliffml -"i //// �� I2FTMIN.
/ /
i --
IY / NOTE: WITHIN A 7 POND AREA IS DRAINAGE EASEMENT � 6" EXTENDED BASE
Y Li BOTTOM " "
FOREBAY SPILLWAY // THAT WILL BE CONSIDERED COMMON AREA AND
ELEV 49.50 ELEV=44.0/ MAINTAINED BY THE HOME OWNER'S ASSOCIATION. OUTLET STRUCTURE DETAIL-POND
lir
0 / / � N.T.S.
--- I :#11,Apittiev
t f1r�;. ' " +. 7 NO PLANTINGS
LOCATIO / / ://_-_Q/‘/\:-/'''',/<!-:-
' SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = 2 333 S.F.
: , ,.. ...;::::/-""*"
! THIN 1a OF ,}� � � �•�`�` '� / />..- ue - �r / )( ` OUTLET STRUCTURE @ 1 PLANT PER 4 SF (24" O.C.) =583 PLANTS
'� IDEPTH= 4 l ✓r ti�i irs.1 4 /
14
'`����«`i�'r" '�%� �/ '--' _ ' - • % PLANT TYPE . QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
E EV=40'7• .,
291 Sagittaria latifofia Duck Potato CONT. 4 Pot 24 O.C.
ATASOOMeir:i EMERGENCY SPILLWAY �f \ I +uCK-POTATO & HERBACEOUS g
1-` ��``���`�#�� ELEV 52.75 i , :::: PICKERELWEED 461* 1 292 Pontedaria cordata Pickerelweed CONT. 4 Pot 24 O.C.
/ ,•��;.,� t►;•i;���=i / PLANTED 24" ON
�� ��ii�a'�ii��i►`if r, ENTER SEE CHART
. }_� I / • /� . } ,� FOR OF PLANTS
f '� ;' ', BMof SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 2,129 S.F.
--� ' ATED @ 1 PLANT PER 6.25 SF (30" O.C.) =340 PLANTS
--- __ / SHELF
` y PLANT TYPE QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
/ v% '`,• �;�' '< 170 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C.
i
��`_, '` HERBACEOUS _% A / '. ,-h / ///
•
,04
/7 `--,...,_______,
171 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C.
k� 1�• ��lit 1•011
NOTES:/ / `-� - ��`� 4011 ' ' I1. NO PLANTINGS IMTHfN 10' OF OUTLET STRUCTURE.r - " '• X TOP GF2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB-SOILS,
SLET RASE MALLOW & � - -_: ,� �,�/ CARDINAL FLOWER ,' ;'..J . , / EGETATED THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
PLANTED 3O" ON CENTER /y,, SHELF VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS,
/ SEE CHART FORLANTS /x7 `> �� / SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE
/� �� SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST
\ PERMANENT
/, / POOL TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE
A COMPOST QUALITY.
\ TYPICAL VEGETATED SHELF
/ .� 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR
,� ' LANDSCAPING PLAN PLANT SURVIVAL/REPLACEMENT. ° °o too'
/
\ r - ? SHALLOW WATER 0q@°� c). 0FtSS/04, I'9°'°�®
------------"\ )-(-;-
0 / SEAL `�
019742
b
e\�
!/,,,, SHALLOW LAND ti 1 Sy;
i `- '''* ' 0
BY:
No. Revision Date By Designer Scale PORT CITY CONSULTING
1 REVISED PER COMMENTS BY NCDEC? 2/23/17 MNH MNH AS SHOWN OYSTER LANDING SUBDIVISION ` PHASE III H 00S 1 E R DADDY, L LC ENG INEERs, PLLc Shea
PONDDETAILS MNH DEC., 2016
Checked By job No. ' WILMINGTON, NC 28409 C-5 . 0
Brawn&y gate 6025 TART N ROAD 6216 STONEBRIDGE ROAD
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 2$409
910 599-1744 LICENSE No. P-1032

0 GENERAL NOTES: Z v
RI FRAME :,' TE AND HOOD O rfl O co
v.O BACK OF CURB E r•. 840.08 USE CLASS "B" CONCRETE THROUGHOUT. 1, co 0-O 0 -
C";r X , " PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" }-" <-I 43" " " rr n rr " m 1--r
1-4 Z 1 -O ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. d 1-4' Z �G •,,,. NOTE: USE TYPE E , F AND 0 GRATE „ dId-
yOp Ih- 5O O UNLESS OTHERWISE NOTED. a , -i Zaz ci
M TOP ELEVATION OPTIONAL CONSTRUCTION • MONOLITHIC POUR, 2" KEYWAY, OR N4 BAR DOWELS AT = V 16 O-? " T 1-r t., • 0 +•:•
m p'n-L.. v , v r! 12" CENTERS AS DIRECTED BY THE ENGINEER. LL O R••t • r 0 TU-to - N-- 2I-1 z �P ^';fit;;,;.,;;`
z x y Y a z m z X."4 m s 0 0 = �, ,;j: , 1
1.4 o bi !.': MEIN It.1I�. rj USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. OOff, 'L' M �- t�� W N W w r?1„7 rz Y s�
05 O n trt :v��� 8" ��'/' IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB Of BOX. ADD TO SLAB w d LL O <7 rRL F- O ., a4,i.';. n!' $1.. '//N
'17 Z Ainiaili a AS SHOWN ON STD. to?. 840.00. V O �1 Z " J r,- ,
C,0 O " 1 8 = USE TYPE "E" "F"AND "Q" (MATES UNLESS OTHERWI8E INDICATED. Q F- n•t CA O O 21/L3 t-� t �� N -%= Z •C :gt,.5; ,...1•g3.,'PS• <.A. :w..
N (ii i' :;:<
� 9,. FOR 8-0 IN HE28HT OR LESS USE 8 WALLS17 1 `�a..
Z 'I7 N'1T ••o:-�� AND BOTTOM 8L+48. OVER W O J Z �E-i"Ft I ! � ':.^*`� -' - �'':�'�'' ,:
C7 Y -�. IN HEIGHT USE 8 WALLS AND - � O - ;;,ti, ,.•� S..'a a+••, .i^ }'-�_
Z 8'•0 TO 18-0 D BOTTOM BLAB. ADJUST p SECTION LL3: i.;,, , "`'=."
c SECT
ION
MM
::1�:.uy- 5
° - QUANTITIES ACCORDIrttiLY• Z O A �a ' �--^o ii11111111112: _ $ Hd Nµ ...,_;„ , •,, S �.,. y..+.- CONSTRUCT WI711 PIPE CROWNS MATCHING, A (� - t- r,:v:. +'c ��Y •-+
..a F- ACV to ,,.. _ ,..a'..,' Y� "'
"�F-r .L " N i-t •t t ao r--r -, �i .� O a.CI :s'; ..P•i5*.•::.fir i:. �...>. r
-i -i ALIGN FRAME WITH INSIDE � ir
CA PLAN X CHAMFER ALL EXPOSED CORNERS 1 . O OD r"t EDGE OF WALL TO ALLOW I r, '''` .., = .+r� f*
O SEE NOTE r W O I �- `-� - VERTICALADJUSTMENT
6" he r`'Y5,
FOR Q =:rr•rY .
Z SECTION X-X DRAWING NOT TO SCALE. G Z �- f ,-�� '`� , , ��
e TOP ELEVATION e I I =--� WALL SECTION = "+ 2" _ �" `-:',. ,,-.,, \
c� I_ + + COARSE AGGREGATE v%a�ryh
i= : SECTION 88
TOP ELEVATION
- ___ „�,,,_ _ - FRAME. GRATE AND HOOD SECTION - PP SECTION - NN PLAN VIEW
�sl �l% - SEE STD.NO. 640.09 STEPS - STD. N0. 840.88 STEPS - STD. NO. 840.68 m..0-
1'•0" rr
G!, B" 6" _ _ -R PLAN 1_'"Ir.
Z 50' MIN.
TOP ELEVATI. - s (� " O Z
m A . S .I�■�I' C Z FRAME,GRAT1:, & HOOD ASS Y Ncc
1111111111111
1 r A O O N 6" DIVERSION TO DIRECT RUNOFF FROM R/W
0 Z0 MI ti-Eizaiimyr.
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gS
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Z t t •c• E-� B _, 8 8„ Z H m m 8 -t e { _ Z
csNI Xi X $ a.: _ a W ,. I - o 0 SECTION VIEW
m SECTION Y-Y s `� w
s v, ��" ,' RA ,• - TEMPORARY CONSTRUCTION ENTRANCE
m 151. - IL D 0 1-• �� � K I K N N N 1 u G 0 5 N.T.S.
RISER HT. ." IA
Q 8 m D W•� VARIES r- " L . " ji
W • = ,r €»m /...� el
C11 � v 1 D O O • DHp SECTION - AA { 0I" Z
.p 0 p MI Iran SEE NCTE SECTION J-J Q = o M '� -s�ni__t_ g I- VARIES (6 MAX.)
'Ry '_' D WHERE 30" TO 36" PIPE IS USED SECTION M-M O W 30,a �' L N M} 0 "'"" ''
1.4 Z $ 7r` a� y O Z r TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
n " -1 J 7 _
Fri W H 44 !V 1-1 _ •a 0 / 12 1 2 GUAGE
> WHERE 42 TO 34 PIPE I$ U8ED = FRAME PLAN SECTION - JJ / /
� Z WHERE SO" TO 98" PIPE IS USED O v *" � N
(�) G7 RISER HT. 1"1 Z: " " •�6 " O
�•• 1 !/
(� VARIES o.b :o.' c• _1 CO •
Gy7 I � 1}�,„ {� 3 Orry rr " J ..
Z >r J • a y lit`' J M a .: o M W V - �j Imo- ' ' r..~ _1 R 1 3 R i uZa ILL LINE WIRES MIN.
p--'---'-) p.9 C• �'1 EM:, it rr 2 •0" ,rjr' ,`" . �- #12-1/2 GUAGE
A q" V L� 11--
• d•r+•+-- B" �::• c .'if n1 1 r rr �F n , ( +' rt rl ', rt .r
a:�' o'. LL '°' SECTION - KK = ry�,r .."` =7 i�\%i.///�\%i�\%i��i�\%i�\%i�\%./5"› \...<> �\%i./././/.4%; ��
WHERE 42 TO 64 PIPE IS USED ,• �^ 0 '...'Q..0.'' .p. D' p rv'.'o'.v.?;V'.o'.v.'ro 2r-1111" 4W / / \f\
DETAIL SHOWING METHOD
. R , SHEET 1 OF 2 � �/� /� /�
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET i OF 2 SHEET 1 OF 2 SECTION - RR �\ �`` BOTTOM STRAND MIN. #10 GUAGE �<' ,X
HOOD ELEVATION '. � // / .
840.02 840.02 840.03 _ _ ,840.03 y, �, �\
v � 2, 0" D W T As O _
vmo GENERAL NOTES I m z /\ \/ r 'f/
<."1 USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. -'. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL �< <•-•I• z DETAIL SHOWING TYPES OF GRATES r-11 " -"" 2 " Q� \ STEEL POST /5 \(
t� 2C CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL g 1..• .O O USE ACCORDING TO WATER FLOW. - 2 - <g g �' �,
N-,O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. w g C9 c). F»1-r1=O 8 - 1 lee W J Q W NOTES: ,� \\/.
r 0 71-.IGa ACCORDANCE WITH AASHTO M199.
Fm-,Z-i=mri � - , (IN.) (IN.) (SO. IN.) LLJ riZ r1T0 x-'1 l 0O0-=Z "
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" OC = t� "1 �" cn 1. WIRE SHALL E A MINIMUM OF 32 IN
FILTER FABRIC
-I - 7 U CC w WIDTH AND HALT, HAVE A MINIMUM OF 6
O O-t� FROM THE TOP TO THE BOTTOM OF THE MANHOLE. LUJ �-x O m TYPE "G" TYPE "E" TYPE "F" II
^11[ff A " w �"=-11bm 4 4 e 0.12 1- Oc0 ,. Z5 _ I iw8 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT - 5 5 8 0.15 F- 1" 1 1 x O 0'� 1 1 kQ-- I-x 2. FILTER FABRIC SHALL BE A MINIMUM OF FILL SLOPE
w z.,••1 r 1- O 36 IN WIDTH AND SHALL BE FASTENED
O v /r 1 11 \� 'f a ADEQUATELY TO THE WIRE o
Z t y-Lf{-'17 THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM I 198" t-4 r GROUND LINE I z a�T,i0�~ OF 9 ABOVE THE GROUND AT OTHER LOCATIONS. 8 e 8 0.18 =LL F„1••� � ,��N - '• W O>DLIMIT DEPTH OF FILL TO 30'-O" FROM FINSH GRADE TO TOP OF zCDH - E-i n --WATER FLOW SAG - WATER FLOW -- T[] T I 3. STEEL POST SHALL BE 5 0" IN HEIGHT ;,, N
-< - BOTTOM SLAB. 'D' H� -� j .1111/1 ;V H AND BE OF SELF FASTENER ANGLE I
c`? O
O O o THE MIN. SLAB THICKNESS 'T+ IS THE DIMENSION OF THE " Oi L°i+ Ga C p 1 i c w O STEEL TYPE "' \:
THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION 2'0 �` `/
ro GRADE RING T. CI a � B 1'�Lu 4I I 1i�" '� G � � I /�// \
* TOP MAT OF REINFORCEMENT MAY NEGLECTED IF TOP SLAB HAS .. L . • ISN0.07Ein Of STEEL --•I I-- /, ›//�/�j\///\//�\//j/
lio A DISTINGUISHABLE TOP ANDECCENTRIC CONE �•' „ n e tn Cy ,.\ � � X � X
W 11'2 4/8 R1 // // // // /
m 'D' + 2 `W' F :P .I L3 E{ I���� SECTION 5-B a-' \��\%��% �
/� OF CIRCUM. R/F M C7 - _ 1 2'14 i L- Nw / \/ / /, /\
Cl)
1" MIN. ADDITIONAL LOCATE WALL REINFORCEMENT- -
CLR. #4 REBAR IN MIDDLE THIRD OF WALL 7- t r11 n rr = N .
Z � ' g G P5 en z WATER FLOW SAG --- WATER FLOW O O Q~Q \�/�
O _� 1 - LL c A TO' SECTION A-A u- a ofl -/,.
1" MIN. USE.MZN, AREA OF STEEL IN TOP STEP STD. CO m F� ��� t8 ._ _ \�/\\\ SKIRT
FILTER FABRIC
Z 1'1 ,Tr CLR. SLAB OF #4'S S" CTS. '. 840.88 Im th Z SKIRT
_1. "� 1 rr r+ rr rr rl rr
N = FLAT TOP SLAB EACHYlAY/EACH FACE •, _ Io © © TYPE - E '"' fp /NA'\
a CIRCUMFERENTIAL a TYPE F -TYPE E TYPE G s z d
CO Cn FRME AND GRATED G1D.No. 14 REINFORCEMENT) Qa C) SILT FENCE
-a TRAFFIC GRM2r� 040,3s � El)
I RAISED FLOW ARROW n 0 N.T.S.
= m ADDITIONAL N4 EACH ` __� ��_- LONGITUDINAL %" HIGH 2 'a O
�T 0 SIDE OF OPENING (1" Nosirw�rr,0 a 52:N0: 54o."E ADDITIONAL #4 EACH ~- REINFORCEMENT (MIN. p O q 1"
C -• fir, CLEAR OF BOTTOM FACE e40.s4 SIDE OF OPENING (i RISER At► - 0.12 IN.o FT.) n d RAISED FLOW ARROW r2A e" _ r P 1 p W
p 0 PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) 0 4 I N 0 Ile" HIGH �4 1 O P ,. Q t,.
C>S TO CORNERS (TYP.) e4o.GG ,Td- S vN. Q v O e O T 12" 2'-C" 1}'-0" 2'_(�" 12"
it
v Y1 „� D' - 'W W t- n �A i 1 ❑ I- :ii
_ ..le,
1"0111111111111111111111111
-o0'4 O FRAME rt GRATE �, --\ _ = r n p '-+ 1 1/S„ j / -� vi GL7A[lEfTi a ' , ,� SEE STD, 640.64 O Z �I. / " N
/ 1,77
BASE `
O {Ir-_11--Ili `� r . 7 � FOR MANHOLE ?, � \ _ � $ t-R 75112.791:6.5A%
�POINr2.00%---.►- U t R'tT J . O �`` rrn +9144rr j 4rr / O `._"__I -� 1
-ri Rlr=-ii--,11 t r L 1 RING AND COVER Car ! 14+ , \\____
-
1r- , I R = r! rO I--=__- R rti��� z D O O P 1 �" 2 -11 1�'LR I rl LUv = iti__ it __1 ' ,vVf -4.s� �.� . a• -: .a, , : RRETINFORRCEED NC. W �.,. z © 2'-11 " 1�2 13i1j'�-I / r arr '/8 /'6pr - t1--,11 , t �,
it-- ,iir \ ty J :•..'r;: 'p••:.•o',r:o :.•o,::D' .•°.. 7625.01 IFy 1 I'� ,` _!!__1, / � - - REQUIRED) a ,1 „ " " VALLEY GUTTER VALLEY GUTTER
i r , USE MIN. AREA OF STEEL I 1 rL 1 7/8 I 1
�` f' , IN SASEzSLAB OF t W -- ���
-I 0.12 in2EAC PERYLINEAR CC
I , I....m H H ra y U 1j �� 1 � ..1\LL RESIDENTIAL ROAD SECTION
XI _ --- -- d 1 •� ` �\ ,\!I •MCli•`\`o
M N.T.S.
SECTION A-A , 1 /8"
it
SHEET 1 Of 1 GRATED INLET OPTION MANHOLE OPTION TYPICAL MANHOLE SECTION SHEET 1 OF 1 SHEET 2 OF 2 I TYPE - F I TYPE G X SECTION A-A SHEET 2 OF 2
` t2" 4 1... A 15'-0" 15'-0" 2'-0" 12"
840.52 840.52 840.03 840.03
v SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE GRADE
zo�, __ _ -.----2.00x GRADE
2.00%---.,...
0.�, IF SPECIFIED.
"1 STATE USE OF SYSTEM ON COVER ~ '�• '
d �•, A 1.5(MIN) 1 !
(I.E.: SEWER, STORM DRAIN, ELECTRICAL) Z a . /
NOO= ram, M1pC'3 ♦ a 5" SF9.5A
•r-O••r1 m /2 L,....1 Q,t.•E z • S t 6- ABC
N Z•H A �� TOP OF COVER 7\ O O N s.?. / O/P ` _"-`'• _ •`-�` VALLEY GUTTER VALLEY GUIit12
_ _ _ _ai- COLLECTOR ROAD SECTION
i i
C!O C�r-»(T1 0 �/' __„"'�./ �1 L+-Y i �Cj R y ��i[ a at a�t�aa :t .t .a ati '..rat •i.,at •
ZXCOOp1 A / ' \`� B CD 1-- (a 9" MIN '4 at_��..�s_.t_�s�m..{ar_.ar. �►
j A B (-•= Z N. •t a1-a1 it'�i1 a{-a1 al�•t'
N r u. 1 ( } ac=a:-.�-:�=: --lii-.1-.1= N.T.S.
• �,00-
O1i \. ` l =Ot-4 , �r�at_ �aa_'as_a��,at�tat-
cl• D4 4 / �. T T �i i z we ! / =-•�.�•.i;'�`s�:`� `�t''a - LENGTH
________ _
....
-,C,:il Si L_ - --i L___(___-_ .- 0 a.0 /01 A •,,
i- " R. /
//I BOTTOM OF COVER 1`1" /, 251R 1 35 R CLASS 1 OR B ....little',".401, 1,r11
.11i�I
t ( STONE b STORM DRAIN PIPE >�'�►� APRON S a
.,,,z..........imio.. \LRIP-RAP tat
, 1 R. , WATER FLOW EROSION CONTROL If'�� •
t R 6" NCDOT 57 �'•,.eso��oppe.00a '�
PLAN OF COMER ` / LR 1 ifE 4,, i`tit•. t ,� I1� i # .. ♦"•�t
�22�, if '4 WASHED STONE ,. 1=<ii�_a4_• `ca o �� /Q' y so0 �WA/tO�lf
fT1 = 1 1 >..0 t af-at alai a. " o SS
O W •t at .� •.,_.t atat•t 24 MAX AT CENTER o O 4 "
,,Z O PLAN OF FRAME LL '} I R : at at �t ♦t-at a1 ♦t •t ca e 9 e PLAN
O 1 FILTER FABRIC it at •t at at at at_at at_�.
(- +- r ,;` t`t atal at`t�s"i`lit'tti`t ViN•t at}tital,t`'A o Q SEAL < a
= E„1 i ,1 y¢ cry t C • LOPE = 0% TAILWATER
1 at at=fit it��t �t-at�•t •t;"d at-a/ �t;-a.
Z , ' •t •at• •t • - Al -•t •• •t aL�at 4t •4i a. s i
a' 019742 v
1"' 0 _ 2'-1 " < Z 50' j, SECTION A-A a0eo� clr� 0�0•0 FLOW
11 1'-1144' � " ,CM c a 20 R j RJW 1 25' R -9'QI� G�� ••° _-_ _-_ -_ _ _
0 o STORM DRAIN PIPE
i Iii.1 ,ode s � , ROCK CHECK DAM 2/_0" 67144 /�' y ' /
rr a W
Z1N // ��\TYPE #1 t 334"-!l ��11" i- a.iv a. O \ 1'-o" 1'-0" �� 1'-0"
' FILTER FABRIC N.C.D.O.T. CLASS B
tp j " " W tV 1 cr RIPRAP, MINIMUM
---- �{ �- 4 n SECTION
t ,N O LsJ 3000 PSI 1.5" SF9.5A 18" THICK, TYPICAL
_ CONCRETE ''•• RIP-RAP SCHEDULE
4 O .R / \ALTERNATE :.,• •j
M t t ,, _ SECTION B-B w . ' •�..':�'h \\\\\\\\\\\\\\\\\ \
,-ti 4%"_ 4. 21-01t" N N
MINIMUM WEIGHTS LBS. RESIDENTIAL CUL-DE- SAC ...�••,•
� •' ,' R•••• •.•. RIP-RAP SCHEDULE
.• W-91/4" .' / �' \ FRAME 180 • `•
COVER - 120 W/ CURB & GUTTER • ••� .; •:t':''..'4'(41 =t•;••hL',a `:•:Si," -
SECTION A-A hbk ••.• brjebr�o� ••.• • .. - •.......,.•1i TOTAL - 300 N.T.S . •:; •. UPSTREAM DOWNSTREAM
•' •'• ® PIPE DiA. (IN.) LENGTH {FT.} WIDTH {FT.} WIDTH {FT.}
\ �� SPECIFICATION •:. •
\� �/ CLASS 30 IRON MEETING SHEET 1 OF 1 :: •• • •••
••••
c000coa Cc000coax)•" •• 6" ABC 6" ABC RRA-1 I$ 6.0 4.5 6.0
SHEET ' of 1 TYPE#2 AST A-� 840.54 VALLEY GUTTER
840.54 _ RIP-RAP APRON E. 0
N.T.S. 1'
N.T.S. • FEB 2 4 2017 % 1
No. Revision Date By Designer ScalePORT CITY CONSULTING
H OOS I E R DADDY LLC ENGINEERS PLLC Sheet No.
MNH AS SHOWN OYSTER LANDING SUBDIVISION - PHASE III
Drawn By MNH �teDEC., 2016 6025 TARIN ROAD 6216 STONEBRIDGE ROAD MISCELLANEOUS DETAILS C-5 . 1
-
CheckedBy Job No. WILMINGTON NC 28409 WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA 910 599-1744 LICENSE No. P-1032

1 1
I
or
O°
PROJECT REFERENCE NO. SHEET NO.
co
DESIGNED BY:
DRAWN BY:
THRUST BLOCKS ARE DESIGNED FOR 200 P.S.1. EVEN THOUGH CHECKED BY:
THE TEST PRESSURE IS 150 PSI APPROVED BY:
HORIZONTAL RESTRAINT VERTICAL RESTRAINT REVISED:
$$$$$$SYSTIMEt$$$$ NORTH CAROLINA
$$$ '6`6 $$$$$$$DGN$$$ a3$$ $g$$$$$ CALL AREAS GIVEN ARE IN SQUARE FEET)
CALL VOLUMES GWEN ARE IN CUBIC YARDS).. DEPARTMENT OF
s$4�U5ERN(1ME46$s TRANSPORTATION
PIPE DEGREE LBS. STATIC ALLOWABLE SOIL BEARING (PSF) PIPE RESTRAINING RODS DEGREE OF BEND DESIGN SERVICES UNIT
/14/99 SIZE OR BEND THRUST - SIZE PRONE:[phone] UTILITY CONSTRUCTION
1000 2000 3000 4000 5000 6000 7000 8000 NO.REO'D DIA, II I/4' 22 t/2° 45* FAX:[phone] PLANS ONLY
A I/4. 616 I I -
22I/2• 1,226 I 4" 2 1/2' 0.25 0.50 0.75 UTILITY CONSTRUCTION
• 4' -_ 45° 7.405 2 1
0 GENERAL NOTES: 90° 4,444 4 2 6• 2 1/2' 0.50 40 1.75
C7 r77 BACK OF CURB FRAME :•-T 'LIP 'L=•0 " ZO TEEr4�uG N3B5 I 2 ? 8• 2 5/8' 0.75 1.50 3.0
►-a-0 SEE STD.NO. 840.03 USE CLASS B" CONCRETE THROUGHOUT. LO 2_tie 2,758 1 3 ' 2
C. -1F•"X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" 6' 90° 5.4oe 5 3 2 10" v 2 3/4' 1.25 2.25 4.50
Z t1 er _9.999 M 5 3 2 .2 2 I
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. Q.?y - , TEE/Pwc 7 7 4 3 2 I I 12" 2 7/8" 1.75 3.25 6.50
ncn�co 4z1-= 111/4° '� W 33
r-H"-- _ TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT U - 22 v7° n?D2 5 I 2 i I A' 4 5/8° 2.25 4.50 8.75 F E a 3 E E
I17 0 -`I..I c oo Q.:%,e •9 P' Y p 12" CENTERS AS DIRECTED BY THE ENGINEER- H O O . S" 45• 9,6I9 10 3 3 2 2 - 2 16' 4 3/4' 3.0 6.0 11,50
yy .� 9P 17.771 18
6 4 4 g 2 E 1 E C A S E v E T
1"4 z'-I=> Y 0 A �' .L_ rlt7erl USE. FORMS FOR THE CONSTRUCTION OF THE BOTTOM S . OO a"_ TEE/PLUG 12,568 13 4 3 3 2 Z
G2 -•4 • r; J *rrl�l.��l�r Cr'A' v4' 3°846 4 2 z ..INCLUDES 1,50 SAFETY FACTOR
Yx CO C)rry ..Q. 03 - ". _ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB w d LL= 10' 2 45 2 15.025 15 8 8 a 3 1 1 f
768 2p0 , 14 65- " n " Ix TEdG , 35 _11 a• +� ® O x U8E TYPE E DTE8 UNLE88 OTHERWISE INDICATED. •- F- 43(� - - rrcn 2 \ // /\ /\
G7 M o • FOR 8-0 IN HEIGHT OR LESS USE 8 WALLS AND BOTTOM SLAB. OVER O !1.O-l 2' 5 �1,b 72 7 4 a 3 3 \ �/\ / /\
C7 =Z C •v' , i 8'•0" TO 18'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST CC O P-1 Q 90° 39.y�7 - 40 20 , 7 B 7 e \ \�j\ \�r\ 0.5 Q' O.D." �`\�\\
A o • .o .v' •.v •:n �/ j QUANTITIES ACCORDINGLY. Cf3OC TEE/PLUG 25.27a 28 4 7 6 3 4 /
E � o > I/ 7 5a4 6 • 3 1 1 3 2 2 z PLOWABLE FILL PIPE
-I I. .ate ' CONSTRUCT WITH PIPE CROWNS MATCHING. - zz I' S 45 15 S 5 3
1••4 I-'1,,,1 Iq• 45' 29,459 29 i5 10 7 6 5 4 4
CO O PLAN " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1n- a. 9/ 54.426 54 77 18 10 jI 8 B T FULL TRENCH WIDTH
.-�Irr.XW TEE/PLUG Nd,485 39 I 13 10 8 gg 7
��.. 2 Il 9 854 1 3 3 2 2 2 O.D.
SECTION X-X *• FOR STRUCTURES WITH PIPE LARGER THAN 54", 19.512 20 I 7 4
TOP ELEVATION x MAKE THE TOP SLAB 8" THICK. 16" TEE/PLUG 45. �,A z3 _ i 8
(p CO m 90• 71 OB5 71 36 4 14 7-7 �10_ _9_ .
•INCLUDES r.25 SAFETY FACTOR ] GENERAL NOTES: I v
Williligre31, . TOP ELEVATION I. CONCRETE SHALL BE CLASS •B•. ' PROPOSED OR EXIT PIPE
'�.....,�, ,,,.,..,..++ FRAME GRATE AND HOOD 2.CONCRETE SHALL NOT CONTACT BOLTS ENOS OF MECHANICAL JOINT FITTINGS.
E "T•. O. ;••.•^ STEPS - STD. NO. 840.86 STEPS - STD• N0. 840.BB 3,CONSULT WITH ENGINEER FOR CONCRETE REQUIREMENTS ON MAINS LARGER THAN I6 INCHES. 6 p O 'A tl A 4 G 4 4
O A A p A. tl
(FOR VERTICAL & HORI2ONTAL BENDS)
�. Ap a a e 6� Q 4((:
Br, so �!7 �I��rl� A
a. ALLOWABLE SOIL BEARING SHA-L BE DETERMINED BY THE ENGINEER. �,
Cr _ T•- ELEVATION -- l- �- REVISIONS _ o p A p
Q lIllmniamr
yI v q 1 ,Il�/^- ND. DATE DESCRIPTION UNDISTURBED EARTH AQ ntl oa o° �- 6" MAX p�8" MIN �p° aoA o tS6" MAX
j ` ^ NE ..
'�'�' !" _gm.] � 111��� '�'*m �: -'!� O Z I SHEET 2 OF 2 Q A p A� Q tl Y
`7 r� Y, g
R3 23 a r - a•.'..:.' ,o_..r.�..�� _P LL N o Qb p6 Q Dq Epp
�r a W THRUST RESTRAINT FOR WATER MAINS A PROPOSED OR EXIT PIPE A °A p2i o°
N = + n / \.r_ = grr o• G 6" _ H Ca STATE OF NORTH CAROLINA ��/ -rL -
= fl1 SECTION Y-Y s c s+' 3 4 H _�-.\
J
�� A�_ d, = d DIVISION OF HIGHWAYS /
C b S D O RALEIGH,N.C. 1" PACK COMPRESSIBLE
CO a RISER HT. O -.��
•N. n H VARIES o y , L fa A ° N s � OD r.,-,\-,,.\"_ JOINT FILLER MATERIAL
1D _ •0 Cp7 0trineitgeniallirimliM IREiWIERNIMEEN L o' 1 °Q E t5
-o ta 6 T SECTION J-J m w W =
in A g Z MIN. 0.5 O.D. O D' SPACE GREATER THAN 18"
p M 1- A �, NOTE: NO ENCASEMENT REQUIRED FOR
1111111
N H SEE NOTE SECTION M-M = M W` A
AZ RISER HT, J Z �� �-a5.
11 VARIES .
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MIMS
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-TIE ROD EXIST.D.I.WATER PIPE TIE ROp -\ ...'!''',:"
i-rI �;:Q.' y, °I � /1 Y! /��/v/i! �lGt�/I CI !I,C/ \/l / '/�(C�/ ♦ • 1 f
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i ' .✓a �Ilr - .�
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SHE!T 1 DETAIL SHOWING METHOD
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J PLAN (BENDS) PLAN (TEES/ BENDS & TEES -- TIE ROO ! TIE Rao OF 2 PLAN PLAN SHEET 1 OF 2 .- j ---Ili--
HORIZONTAL RESTRAINT PROP,OI RJ PIPE /
840D02 840D02 PROP,STORM DRAIN
CONC-TNROSTCOLLAR BLOCK
N
CONC.THRUSTCOLLAR BLOCK
M
t8 y r B RESTRAINING RODSMf
E68
adis
m *« , EXPANSION JOINTS Z o --_ I��^I/I' ! // L` } / EBISi,p,1.WATER PIPE
FOR STRUCTURES WITH PIPE LARGER THAN 54" r.•- r ___
10 " -°w ( MAKE THE TOP SLAB 8" THICK. 4'-6" 4'_8+, ` tp/A
/` / l y�O " rr en - 6,,** STD. 840.03 FRAME, Z~ o ■1111111
,�. "L] • • • 5Ale, �`z. yb HO #4 BARB V [e U O / /, ALTERNATE LOCATION 1r p`11-i co A E �r GRATE & HOOD LL�H.1O fO-to ` I P' r>y cMIN, TIE Roo
/' FOR RODS OR WHEN < ii- \ w
Hz A s--1 ••-►• -1 O O Q.=Z o �J �/•`` MORE THAN 2 ARE 6' TIE ROO 5'SENO 45•BEND �-
17 > 3" �� ��"" CC W ., /(/ I I REOUIRER % Y . ` 6•TYP, - .r.
S rT1 I I wQZU-= " w=1.5h i �� J L
T1 °�► / V Q m I e' PROP.01 RJ PIPE
O O ! 24 rj /j♦' � v2j �� ♦' ' FULL FIEO
n pLU
�� { f F = PLAN & ELEV.EPLUGSI ' i,1, \, ♦ /, `i,♦?' ♦ ll l!l NOTE:
CENTER UNp R S.G.
0 R fh R' f7 W I'----6'-G" _^ -. B ` 1'�-TRENCH MTN !.FITTINGS SHALL BE RESTRAINED JOINT DI. PROFILE
_ Z �� ' ? PLAN C r a N� ELEv,+.BENDS) VERTICAL RESTRAINT SECTION B B
•NTT
a 4� RE ELEVATION OF EXIST. D.I. WATER PIPE AT
N N 4 y CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES > x¢
C`~ ,n T - R ST R� STR � Ii� T = DR � i � E I � -S
CO Z v a TOP " W O N PROP.STORM DRAINAGE AS SHOWN ON PLANS
RR w ELEV. 6 or-. U
w USE ON FLAT EXPANSION JOINT O �"ia
1101 6y V) 41. GRADES 29I AND UNDER �'o DETAIL " 3
1
aUb1
1 '
1
f 4 -
f J 3'-0"� T '� ; 3f Orr DEPRESSED GUTTER LINE
Q .� EXPANSION JOINT
I„.'
PLAN OF TOP SLAB SECTION S-S ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES .
�"� t71 rr x n Iy4 BAR NORMAL GUTTER LINE (: Z
O 2 6 -►- •---E #e W BARS EXPANSION JOINT? 6n O
-1 CI) 1'•'l 8 AL SDI ACES USE ON GRADES"VER 2� ELEV- / c3 y
�,� 1 1
m ~-"+--- riot ** ---- DEPRESSED GUTTER LINE 'ti 3 ~ H 1 7._NII.gA MUTT! B:I=11i=1 _I 1
Zr--, d. d =liut=lTlH r111 IT�i_Ii1u SCREEN ACCESSIBLE
-I -1 II-I"' e" EXPANSION JOINT 1 I -� W G�a =10�I 1101-(tl f11111r11-11111 WITH 2.9" DIAMETER ORIFICE VENT
1D" 0 = 3.0" SKIMMER iollr THROUGH DOOR
C7 4-
= m NM #4 a " " 1,-D,/ L J MAX.MAx' o o 1. .4. 3 FT.
c C�' 11t
C c DOWEL ELEVATION -� 'Q °a 1 MIN.COVER
SECTION R-R H
NORMAL CURB AND GUTTER ON STEEP GRADES Q '�
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT Ili N W = PROPOSED UTILITY 4�������
- _ w a MINIMUM IMMERSIONS AND auANTITIES FOR CONCRETE CATCH IASIN(SASED ON MIN. HEIGHT, H, WITH NO RISER) * O0
,441�4411�4)�
-� .44 DIMENSIONS OF BOX AND PIPE COVER 1 CU.Y08. CONC, IN BOX DEDUCTIONS Z JAI= NOTE: 444.v•i
-0 _ PIPE SPAN WIDTH WIDTH SPAN ,MIN. HEIGHT DIMENSION BRAS U f BARS-Y BARS-W TOTAL TOP 'BOTTOM •OK- ONE PIPE H V C11 I8° SKIMMER IS TO BE A SURFACE ,411
ni repMINIUM USE OF D.I.P.OR STEEL DEWATERING DEVICE SUCH AS BMP 411111
�D A B C G N E F NO. !LENGTH NO. LENGTH, ND. LENGTH LBS. SLAB SLAB KEite,K C.M. R,C• �7
12" 3`•0" 2'-2" -- -- 2'-fl° - - •- •• -I Z IF 18 INCHES OR MORE OVER ENCASEMENT REQUIRED. SKIMMER OR APPROVED DEVICE.
Wriiiitip III
(� ,, r_ n + rc 2•. " 0.235 0.772 0.015 0.028 '� THE EXISTING STORM SEUVER, `r��.
Z 16 9 0 2.-2" 8 1 j 0.236 0.829 0.020 0.000 g t2° 11141�
18" 3'-0" 2'-2" 2'-8° 0.295 0.687 0.033 0.049 �") THEN NO D,i.P,OR ENCASEMENT
' �Q11�1111��
24" 3' 0" 2' 2" 3'-1" I 0.236 1,001 0-059 O.OB5 IS REQUIRED, I i I IF CLEARANCE IS 12 INCHES
♦��11.f4:1'�4�4�..
30" 3'-0" 2'-2n 3r-4" 3'•4" 3'-10" 1'.2" 4'-4" 4 ( 1'•5" 2 4'•1" ' 3 4'•1" 39 0.123 0.347 1.433 0.092 0.127 '00 OR LESS,NOT ALLOVv D, 0:������j �+r
n r n r u" , n » e n r t , n r r OP
:3M.1�o%
38 3.-0" 2-2 3-10 3-10 4'-8 t -8 4-10" 4 1 1'-i1" 3 4•7 k 3 4-7' 43 0.161 j0.432 1.714 0.132 0.178 I EXCEPT AS INTERFERENCE "4c41°
.14��0
42" 31-0" 2r-,Lrr 4:-5" 4'-5" 4'-11" 2r-2" 5+_5r 5 ; Q'_5" 1 4 51-2" Bi 3 5.-2" 47 0.200 I0.543 1.738 0.180 0.249 {
48" r n r r " , N ,� n , BOX ON A CASE BY CASE
3-0" 2'-2 5-0' 5`.-0 8-6 2'-10' 8'-0" 5 3'-1 4 S-9" I 3 5'-9"_ 51 0.235 0.687 2.062 10.235 0.317 1 FLOAT
54" 3'-0" 2'-2" 5' 7"" 5'•7" 8'-0" 3'-5" 6' 7" 6 ' 3'-8" 5 _ 6'-4" 3 ` 6'.4" 56 0,288;0.802 2.387 0.297 0.401 BASIS ONLY.
441*
80" 3'-O" 2'-2" 8' 3" 8'-3" 8'-8" 4'-1" 7'-3" 6 4'-4" 5 T'-0" 3 1 7..0" 61 10.340 10.9T3 2.722 0.363 0,546 D' FLEXIBLE JOINT
86" 3'.0" 2`-2" 6'-11" 6'-11" 7'•0" 4`-9" 7'-11" 7 5`-0" 6 7'-8" 3 17` 8" 86 0.391 11.160 3.057 0.440 0.655 (RADIATOR HOSE)
72" 3'-0" 2'-2" 7'-6" 7'-6" 7'-6" 5'-3" 8'-6" 7 5'-6" 6 8'-3" 3 1 8'-3" 72 0.442 1.340 3.392 0.524 0,774
SHEET 2 OF 2 78" 3'-0" 21-2" 8'-1"- 8'-1" 8'-0" 5'-11" 9'-1" 8 ;_5'-2" 7 8'-10" 3 8'-10" 78 0.493 1.530 3.727 0.615 0.893 SHEET 2 OF 2 {
840D02 84" 3'-0" 2'-2" 8'-9" 8'-9" 8'-6" 6'-7" 9'-9" 8 '6'-1 O"1 7 19' 3 91.8" 84 1 0.544,1,780 4.062 0.713 1.010 EXISTING STORM SEWER PIPE
840D02
ouTLET END:
CONNECTION TO
OUTLET PIPE OR RISER
•
ifrBARREL PIPE LONGER THAN
-11� �1 SHOWN. NOT INCLUDED WITH
moSo m -6
�o�m� m •
� SKIMMER, SUPPLIED BY USER.
m yr co
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2 FT.MINIMU`d DEPTH
° oc 11/ wee
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FAIRCLOTH SKIMMER
CO1omc�
- m Qr-"� I STANDARD DETAIL
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°° 0D0 n NOT TO SCALE
Z t
CCSc / 41,
0 ommm �C PROPOSED Oo43 ID."11ZE
000�n�(..) I/O�i •y sOOe
, ..� cozo UTILITY e `r• SEAL
w H p�N m OVER EXISTING STORM SEWER e 019742LI
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•
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No. Rev;s1O1, Date By Designer Scale H OOS I E R DADDY L LC PORT CITY CONSULTING
M"" ASS"OWN OYSTER LANDING SUBDIVISION - PHASE In
Drawn By Date / ENGINEERS, PLLC sheet No.
MNH Dec„ 2016 6025 TARIN ROAD 6216 STONEBRIDGE ROAD MISCELLANEOUS DETAILS
Checked By Job No.
WILMINGTON NC 28409 C_5 .2
SNEADS FERRY ONSLOW NORTH CAROLINA WI L1I NGTON, NC 284°09 ,
INH 910 599-1744 LICENSE No. P-1032

I
RIGHT OF "w4lAY ,-a
i "
'{EDGE OF T A L UNE.xJ\
CURB & aurrn
1
i 2' --4-\ il 1,
i
411
t a h j
' ' EDGE I; 7R�4.VEL SEE -:: 1 t \ 111
R1Gh!1 OF WAY I/ ` } MAILBOX KIOSK
CUR61TCE — � � , W/' ADA RAMP •
F ADA P >o —
20 ,� s
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MIN. MAN. MN. \ YiliATERIAL TO MATCH TRAVEL LANES)1 I
Taper
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4 +� rf�1 ARE MET..
d point(7'yp.) ` •—"' _ .a� Expansion ADA RAMP t r : .41�t 200
\ /
LANE WIDTH 6 '
/�p NO BIKE LANE
- �rW� L9 CAll'4FN 741I C3 SIDEWALK b
Asphalt
Front ofClCBgrate I . MAIL CLUSTER BOX DETAIL
not to extend into ruxr DIMENSION P LA N
rnadevay. 1 Nw4: -� rBt I
1" 20'
Offset Curb het Catch Basin ,' I =
Not to Scale
Notes: -
i. Offset Curb to be in accordance cc�
with NC DOT Standards.(852.05) s, MR tau 1 I '
iI
TIANOLIT I 4<MI
T‘
I FT ----- 6.3 8
I — -
6 ` 64 0 ��
CBU LOCATION W SIDEWALK i 1 �. , 2
4
FIGURE 2 64 ;,Iliti ��
64 1111111, re
CBU PLACEMENT FOR C & SECTION RESIDENTIAL LOCAL AND COLLECTOR! I 1 6
$ D SiON STREETS I �, 3•83
1
" 1
t
i
MAIL CLUSTER BOX DETAIL
GRADING PLAN
1" = 20'
00 1
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019742 _ . I ;...
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2 4 2017
k*°'
No. Revision Date By Designer Scale PORT CITY CONSULTING
Drawn By h1NH Date
SHOWN OYSTER LANDING SUBDIVISION — PHASE III HOOSIER DADDY, C-5 . 3
LLC ENCENEERS, PLLC SheetNQ.
MAIN DfC., 2Q,66025 TARIN ROAD 6216STONEBRIDGEROAD MISCELLANEOUS DETAILSChecked By iob No. WILMINGTON, NC 28409
MNH _ SNEADS FERRY ONSLOW NORTH CAROLINA WI LM I NGTON, NC 28409 910 599-1744 LICENSE No. P-1032

SITE DEVELOPMENT
FOR
OYSTER ILA !NI _
C) I 1\1 G 1:' H AS E I I
oNsLow COUNTY NORTH CAROLINA
NOVEMBER,
:-/wii
2015
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++ + ++ + *` r • f �,' MANAGEMENT COMMISSION
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RIGHT OF WAY LIMITS ---- ---- _.,.....--•- ---- ``�r c�i' \ \� i /•', P1jl'��°� rF l iJ
,� , r /,/% SHT C-2. 1 OVERALL LAYOUT WITH DRAINAGE AREAS
C-2.2 PHASE II LAYOUT
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EASEMENT LINE = ,r�`M- 1` / lI i r,` ,,.,,v,, , 11 1`1 ,'/ `/ /� J, C-2.30 DRAINAGE SYSTEM
CURB & GUTTER _ _ , 4-
/ ► ; /� C-2.31 DRAINAGE AREA PLAN
SANITARY SEWER FACILITIES C P� /���} A. + /� /J 1 it tI �„ l ', \ / �,'!,!!` h`O C-2.32 GUTTER DRAINAGE AREAS
r + t �-----,1 ' ! , /,/ /' C-2.6 EROSION CONTROL
---- 64 1 + + }r / I "�� , / F ! /
STORM SEWER FACILITIES --'`4.-�\ _�.._-_�+e � +1 ,+ + f ,T-- I
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FIRE HYDRANT ASSEMBLY C - - 4--N— + + + + + + } + + + +• +i} �''jr 4-
1 l \ \ \ '\f /' /J �� C-3,2 SALTY DOG LANE & SEA HUNTER WAY
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STREET SIGN } + + +�' + + + ++e+ + .� / / P 2' / / /�/ R ..
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+ } } ` SHT C-4.0 OVERALL UTILITY PLAN
N REUSE LINE ++ } + +} + ++ + ' / / :`.!1 \ .�' J /-_ ,J/ ill
C-4. 1 OYSTER LANDING DRIVE WATER/SEWER PLAN
NEs 1 " = 304' C-4.2 SALT
SANITARY SEWER FORCE MAIN DOG LANE WATER/SEWER PLAN
a
ROCK CHECK DAM I PREPARED BY: DEVELOPER C-4.4 TRANSOM WAY WATER/SEWER PLAN
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C-4.5 SEA HUNTER WAY WATER/SEWER PLAN
E ROCK PIPE INLET PROTECTOR •''`'`
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SHT C-5 MISCELLANEOUS DETAILS
SILT FENCE SF PORT CITY CONS U L.T I N G ENGINEERS P L L CHOOSEc—s:2 LLANEOUS DETAILS
of R DADDY, MISCELLANEOUS DETAILS
DISTURBED LIMITS C-5.3 MISCELLANEOUS DETAILS
6216 STONEBRIDGE ROAD 6025 TARIN ROAD
1.
SANITARY SEWER GRAVITY SS SHT C-6. 1 -6,3 WATER DETAILS
N
WILMINGTON NC 28409 WILMINGTON, NC 28409 , .
WATER MAIN w ,� -� r
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PHONE' (!910} 599-1744 PHONE: (919) 818-7078 SHT C-7. 1 -7.3 SEWER DETAILS >�
LICENSIE NO. P-1032
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EROSION AND SEDIMENT CONTROL NOTES TEMPORARY SEEDING-LATE WINTER/EARLY SPRING
COORDINATION NOTES
Seeding Mixture
1, THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS GENERAL NOTES: WINTER AND EARLY SPRING
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ONWASA, PLURIS, INC., 1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA SPECIES RATE (LB/ACRE)
AND THE STATE OF NORTH CAROLINA. WITHIN DESIGNATED CLEARING LIMITS.
Rye (GRAIN) 120
3, THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND 2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. THE CONTRACTOR ACTIVITY. AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE 3- CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
IMPROVEMENT STAKEOUT(S). CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE BEYOND JUNE.
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES SUMMER
4. ANYTIME WT, THEH IS CONTRAEDCTOR
SF TOSITE OR WIHIN HOLDERN EXISTING 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
EASEMENT, CONTRACTOR IS F0 NOTIFY THE WORK, AND OF SAID MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
EASEMENTLOWANY AS TOITHE NATURE OR STANDARDS PROPOSEDWHI S TO AND APPROVAL BY NCDENR - DIVISION OF LAND QUALITY. SPECJES RATE (LB/ACRE1
FOLLOW GUIDELINES WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT. 5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL GERMAN MILLET 40
APPROVAL BY NCDENR -- DIVISION OF LAND QUALITY. FALL
MAINTENANCE PLAN SPECIES RATE (LB/ACRE)
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND RYE (GRAIN) 120
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
GENERAL NOTES: EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED. Seeding dates
1• ALL EXISTING TOPOGRAPHY, BOUNDARY, WETLANDS, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY CLARK
ENVIRONMENTAL, INC. ELEVATIONS BY CLARK WERE BASED ON VERTICAL DATUM 1929. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE APRIL 15 - AUG. 15 - SUMMER
STREET WILL BE IMMEDIATELY REMOVED. AUG. 15 - DEC, 30 - FALL
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT Soil amendments
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE THE FENCE, THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING F FST STAKESWILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR FOOOO T STAA E KE SPACING.
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY 4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 Mulch GENERAL UTILITY NOTES
/
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PLURIS INC.,
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. A MULCH ANCHORING TOOL. AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
CABLES, WATER UNES, ETC... IN THE PROJECT SPECIFICATIONS.
INSPECT SILT SACKS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT RAINFALL EVENT. CLEAR THE SILT SACK OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE Maintenance
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE THE SILT SACK DURING REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
OCCUPATIONAL SAFETY AND HEALTH ACT. SEDIMENT REMOVAL. REPLACE AS NEEDED. IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
THE DRAWINGS.
5. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK: SO AS TO CAUSE MINIMUM INCONVENIENCE TO INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN GENERAL GRADING NOTES INDICATED OTHERWISE ON PLANS.
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE BEEXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES EXISTING UTILITY NOTES
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. DOES NOT HOLD DOWN THE SKIMMER.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE NE DEBRIS AND OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
BY THE DOT. RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FIELD PRIOR TO GROUND BREAKING.
AND REMOVE THE DEBRIS. OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
SHALL BECOME THE PROPERTY OF NE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND NE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC 2, CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1 [phone] AND ALLOW THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UTILITY CONTACTS:
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
SKIMMER AND POOL AREAS. 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE 1-800-632-4949
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, NOTICE REQUIRED
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS q
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE ALLIEXISTING UNDERGROUND UND UTILITIES SHALL IOBE PHYSICALLY VICINITYC LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE OF SAID UTILITIES.
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
DEMOLITION NOTES EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS. BUT NOT MORE
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTACT"CAROLINA ONE CALL"AT
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS 1-800-632-4949
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE ARE RECEIVED.
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. EMERGENCY DIAL 911 POLICE-FIRE-RESCUE
3. DEMOUTION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE SITE NOTES
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
AS SHOWN ON THESE PLANS. HEREON BEFORE BEGINNING CONSTRUCTION. SEQUENCE OF CONSTRUCTION
4, THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ONPLANS.
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO STABILIZATION NOTES
OWNER. 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC 2. INSTALL PERIMETER CONTROLS AS SHOWN ON THE EROSION & SEDIMENT
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE UNSTABILIZED AREAS. UPSLOPE LAND DISTURBING ACTIVITIES.
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
CONTRACTOR. UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE.
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION PERMANENT SEEDING 'SCHEDULE -- MIXTURE 5CP 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
INCLUDE REMOVAL FROM NE PROPERTY AND PROPER DISPOSAL. Seeding Mixture OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
SPECIES RATE (LB/ACRE) 6. ONCE NE ROADS, SANITARY SEWERS, WATERLINES AND STORM SEWERS
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES CENTIPEDE GRASS 10-20 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" ARE IN PLACE, INSTALL INLET PROTECTION AND OUTLET PROTECTIONS
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE BROOM CLEAN AT ALL TIMES. AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLANS.
RESPECTIVE COMPANIES. Seeding Dates 8. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE 7. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE MARCH - JUNE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE.
DEMOLISHED. GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
Soil Amendments TRANSMITTAL LETTER TO THE ENGINEER. 8. SEER TEMPORARY
ERE RE VEGETATIVE
E STABILIZATIONON CONTROLF ALLPRO DENUDED RAM AREAS
10. ALL DEMOLITIONNSAS WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
REGULATIONS WELL AS OSHA REGULATIONS, 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE SPECIFICATIONS.
10-10-10 FERTILIZER. CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL 9. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING Mulch BE MADE WITHOUT THE PERMISSION OF THE OWNER. AREAS HAVE STABILIZED, MECHANICAL, SEDIMENT CONTROLS SHALL BE
TEST PITS BY HAND, DO NOT MULCH. REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVISES
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTIUTIES, THE SHALL BE DISPOSED OF :BY SPREADING ON THE SITE OR HAULING AWAY
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE IF NOT SUITABLE OR FILL. ALL DENUDED AREAS ARE TO BE
Maintenance SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO PERMANENTLY STABILIZED WITH PERMANENT VEGETATION.
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
N P D E S WATER QUALITY S TA B L I Z A TI O N TI M E FR A M E S 13. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE Do�m9oo, 000c000
OF CURB UNLESS OTHERWISE NOTED. gym_',• ' C.<i o. e
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SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 14. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, _ Ss/oPERIMETER DIKES, SWALES, DITCHES & SLOPES 7 DAYS NONE EQUIPMENT, ETC., THAT MAY BE REQUIRED. . SEAL ••
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE 15. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS o"
019742 4,5
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.OR LESS IN LENGTH AND y 4CI o, oa
ARE NOT STEEPER THAN 2:1, 14 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' °°at n4,
ALL OTHER AREAS WITH SLOPES FLATTER 14 DAYS NONE, EXCEPT FOR PERIMETER AND HQW
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BY:
No. Revision Date By Designer _Scale OYSTER LA N D I N G S U B D I V I S I O NPORT CITY CONSULTING
MNH N.T.S. HOOSIER DADDY, LLC ENGINEERS, PLLC Sheet No.
Drawn By te
MNH DaNOVEMBER, 2015 PHASE 6025 TARfN ROAD 6216 STONEBRIDGE ROAD GENERAL NOTES
Checked8y JobNo. II WILMINGTON, NC 28409 `�
MNH _ SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032

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WILMINGTON, NC 28409 WILMINGTON, NC 28409
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910 599-1744 LICENSE No. P-1032
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No. Revision Date _ N Designer Scale OYSTER LANDING {) U B D I V I S I O N PORT CITY CONSULTING
1 REVISED SKIMMER SIZE & ADDED NOTE 12/4/15 MNH MNH 1" 100' H OOS I E R DADDY, L LC Sheet Na.
2 MOVED POND 2/12/16 MNH Drawn By Date ENGINEERS, P L LC
MNH NOV., 2015 6025 TARIN ROAD 6216 STONEBR1DGE ROAD EROSION CDNTRJL C-2 .6
Checked By lob No. PHASE II WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032

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1) ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS 1 inch — 50 ft.
2) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY
3) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY
4) THERE IS A MINIMUM OF A 10' DRAINAGE & UTILITY EASEMENT LOCATED BEHIND THE RIGHT-OF-WAY LINE.
LOW POINT ELEV = 64.01
LOW POINT STA = 17+78.07
PVI STA = 17+78.07
PVI ELEV = 63.76 HIGH POINT ELEV = 65.12
HIGH POINT ELEV = 64.77 A.D. = 2.0
HIGH POINT STA = 16+29.97 K = 50.0 HIGH POINT STA = 19+50.00
PVI STA = 16+51.64 , PVI STA = 19+50.00
PVI ELEV = 64.99 100 VC PVI ELEV = 65.44
A.D. = -1.50 NA.D. = -2.0
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Revision By Designer Scale OYSTER LANDING SUBDIVISIONPORT CITY CONSULTING
1
1 REVISED PER NCDOT COMMENTS 12/30/15 MNH MNH 1" = 50' HOOSIER DADDY, LLC
ENGINEERS, PLLC sheet No.
Drawn By MNH Date NOV., 2015 PHASE I 1 6025 TARIN ROAD 6216 STONEBRIDGE ROAD OYSTER LANDING DRIVE PLAN/PROFILE C-3 . 1
Checked By Job No. WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409
910 599-1744 LICENSE No. P-1032

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LOW POINT ELEV = 63.37 100' VC
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LOW POINT STA = 1+58.26 HIGH POINT ELEV = 63.55 'I � M
PVI STA = 1+49.93 LOW POINT ELEV = 61.55 HIGH POINT STA = 8+68.78 'N in
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PVI ELEV = 62.87 130' VC LOW POINT STA = 6+11.79 PVI STA = 8+61.96 + " + ,
HIGH POINT ELEV = 64.29 PVl STA = 6+11.79 o (0
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' + ' PVI ELEV = 64.68 `; 2 K-= 3.3 K = 68.2 i w W i
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4 li
ROAD PROFILE i4 ._____.__
1"=50' (HORZ.)
1"=5' (VERT.)
No. Revision Date By Designer Scale
PORT CITY CONSULTING
1" = 50' OYSTER LANDING ,SUBDIVISION HOOSIER DADDY, LLC ENGINEERS, PLLC
SALTY DOG LANE & S E A HUNTER WAY Sheet No.
1 REVISED PER NCDOT COMMENTS 12/30/15, MNH MNH
2 MOVED DETENTION BASIN 2/10/16MNH Drawn By Date
MNH NOV., 2015 P HAS E III 6025 TARIN ROAD 6216 STONEBRIDGE ROAD C-3 .2
Checked By Job No. NORTH CAROLING 1NILIv11NGTON, NC 2$409 WILMINGTON, NC28409 PLAN /PROFILE
MNH SNEADS FERRY ONSLOW 910 599-1744 LICENSE No. P-1032

11
10144
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ROAD PROFILE
LOW POINT ELEV = 63.44
8=50'
LOW POINT STA = 1+3,7.58
PVI STA = 1+37.58 1"=5'
PVI ELEV = 62.94
A.D. = 2.0
K = 100
- 200' VC
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019742 :
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No. Revision Date By Designer Scale PORT CITY CONSULTING
MN H 1" = 50' OYSTER LANDING SUBDIVISION HOOSIER DADDY, LLC ENGINEERS, PLLC TRANSOM WAY PLAN/PROF1LE Sheet No.
Drawn By Date
MNH NOV., 2015 PHASE II 6025 TARIN ROAD 6216 STONEBRIDGE ROAD C-3 .4
Checked By Job No WILMINGTON, NC 28409 STA. 0 + 00 - 15 + 50
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
mmmini

NOTES:
1. DO NOT PLANT TREES WITHIN 10 FEET OF THE INLET OR OUTLET PIPES,
SPILLWAYS OR FLOW SPREADERS. TREE SPECIES WITH WATER-SEEKING ROOTS
SUCH AS WEEPING WILLOWS AND POPLARS, SHOULD BE AVOIDED WITHIN 50
FEET OF PIPES OR MANMADE STRUCTURES. EVERGREEN TREES WHICH 30'
PRODUCE RELATIVELY LITTLE LEAF-FALL ARE PREFERRED IN AREAS DRAINING
TO DETENTION DEVICES. TREES SHOULD BE SET BACK SO THAT BRANCHES DO 20 FT TOP OF BANK ELEV. 60.10
NOT EXTEND OVER THE PERMANENT POOL. { L EL. 57.50 24" 3 24"
zi9I1 1 / / / / /711 ""' 1
/ / X , f / / / / // // i� o EL. 56.50 .�_-24" ELEV 59.00
i/ / / ` // / /hi /
FILTER FABRIC/ j/ 1 / " / / /` // ` / 1z" T*BCRIP CLASS
'B' RIP-RAP
CO / / /
iy, /• // / !/ / / /! FOREBAY RIP-RAP EMERGENCY SPILLWAY POND
/ / / / / N.T.S.
/ / / , / / // / / !/ N.T.S.
/ // 1 /� /�/ 6 /
/ / ! // / /
3:1 MAX
/9 2 /
/ / , ` / / !/ / ! SIDESLQPE :1 SIDESLOPE ' 3:1 SIDESLOPE 10 FT
/ . j 1 EL. 58.45 5,
/ / 1.5 -INCH STORAGE 1.5 INCH STORAGE
/ • •A // / / /` ` NORMAL POOL ELEV 57.0 NORMAL POOL ELEV 57.00 3:1SID MAX
/ i � ♦ �/ / 'f/ If / ,�'' EL. 50.0 EL. 50.0
PE
1 / / ! `10:1 SIDESLOPE
i / ! I !/ 1 el FORE BAY POND BOTTOM
i • 1 / / 10:1 SIDESLOPE
J BOTTOM SHELF ELEV = 56.5
e J / / . / TOP SHELF ELEV = 57.5
1-3> 1\(72) / IS 1
0 . • I .00 / 0
0/?
J i _ � Zy ,# J ' ,I` / ` 1/A J POND DEPTH SURFACE AREA SURFACE AREA FORE BAY FORE BAY
_., 1. / i f V,Q POND # NORMAL POOL (FT) 1.5 STORAGE REQUIRED PROVIDED VOLUME REQ. VOLUME PROVIDED
/ \` �p di �� , / 4-i
f ELEVATION (AVO) ELEVATION (SF) (SF) (CF) (CF)
C4
` _ ,/ . f! / POND 1 57.00 5.0 58.45 12,879 12,938 8.542 9,364
*�•�,• / POND CROSS- SECTION
1
\\ � , _ .__ ...._ .� i/ �O,EBA` ��' � + y ' 1 // t / ! 1 !1 N.T.S.
/ // 4ii l / / / / / / /
/ x *0/19/ / / / /
/ // 40711111.1111114111111 /1 / / / /
, � SHELF � ''- ij`41:0 r- * / / / / / / / /
/ r� 1 it � « 'i: / / / / / / i
.,- ELEV=57.5 .,� :�>:' .C..,• / / / 1" ,.
/ / / / ! GALVANIZED BAR GRATING x 1/8 BEARING BARS.
_ / 4-4-4"y�yfii-C� ;fr / / / 1 / / , FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
- - 1.5" / / NiV.-t. :.4,i . / / / / 4' x 4 REINFORCED CONCRETE BOX- GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
TEMPORARY / / 1,+.for 'y / ! / / l
- STORAGE / / ♦ {��� / /•
/ / / / / OR BRICK BOX OUTLET STRUCTURE - 4" MAXIMUM TRASH RACK OPENING
---'� '� / � `� -I- `y j ! / / ! / �' RIM ELEV = 58.45
ELEV=58.45 /i /
Tr7 / 1 1/2" STORAGE- 58.45
/ / ! /FO B �f PILLWAY /
,/ ,/ QQ yz / // / / / E .50
BOTTOM / �` / / / / / / / /\
2.5" 5CH. 40 PVC OUTLET
SHELF / , c) / / / / / / J !1 !
1 ELEV=56.5 '` 0 / i / /
'' ° N0� AL /
( / /� /l/ // //PLO / i\�L"
I , // : • •N24' •i / / 9////I://
1E� =5, NORMAL POOL EL. = 57.00 \��/// /// ,r �► �0` � - , i % rt � j � / 0 � � 24" CULVERT
/ / a
f// �/! / . // ie / / / J //` /j`/ 11°21FSITDEMIN".°PE
N,/ /�/ MAIN i // • • /j ! i /!!// !//l POND / / pQc INV. EL. = 56.50
/ / / BOTTOM / // j// /
! // ELEV=50.O // ! /1! i / // I // / / ` (` /`` 6" EXTENDED BASE
jf " 'ill \ / / I / ! /
.•. . / / // /// OUTLET STRUCTURE DETAIL-POND
/ / / // N.T.S.
1 ..6. `/ / A�+♦�V f / / No PLANTINGS SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = 1,902 S.F.
Ise irei •it / / WITHIN 10' OF
:: / i f,. �. .� / / y _ OUTLET STRUCTURE Ca? 1 PLANT PER 4 SF (24 O.C.) 524 PLANTS
,°• U �•�.yr / max. I.
}t om` / / '� � / , EMERGENCY SPILLWAY y` �,j PLANT TYPE , QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
/ "�'�~ j / / ELEV 59.00 �r/ i - - 237 Sa ittaria latifolia Duck Potato CONT. 4" Pot 24"O.C.
1 �-._ / / /, ►UCK-POTATO & HERBACEOUS g
/ / / / / X N PICKERELWEED 238 Pontedaria cordate Pickerelweed CONT. 4" Pot 24" O.C.
i 4 / / � Nw,-.. PLANTED 24" ON •
( / / ! /
} 1 '1 O / / / / f ; ' RT# SEE CHART
{�--� ` FOR OF PLANTS
} ( / / // ft BOTTOM OF SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 2,108 S.F.
1 ' ' / / / / 4 + GETATED @ 1 PLANT PER 6.25 SF (30" O.C.) =337 PLANTS
} / / / / SHELF PLANT TYPEQTY
I 1 ' / i / / r r , BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
/ 10,cter 168 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30"O.C.
} j 4/ / / HERBACEOUS
I / /! � „ ar` ,44 169 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C.
4
/ ►*.i.' / >r` 4� r NOTES:
/ �:
40 LF 24" HDPE / / •
10#=,�' �: �_}
� 0.5% // / / /{' , Ave.&h‘ -� '- 4 - -'-t �r 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
// / / /�! /j / SCARLET ROSE MALLOW & 4 ` ' �`1 , �Y TOP OF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB-SOILS,
/ J / CARDINAL FLOWER y�< <./ GETATED THEY OFTEN
i / / / / / / PLANTED 30" ON CENTER r\t„%sty", SHELFLACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
/ / / // II>I1/ OUT= 56.30 / VIGOROUS GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS,
1� / / j /i! // / SEE CHART FORL#NTS ��� ' SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE
/ / / / ! / / PERMANENT SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST
f / / / / // // Pea TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE
e / ` 1/'/,` TYPICAL VEGETATED SHELF A COMPOST QUALITY.
`` //`// LANDSCAPING PLAN pia T^INIMUM TWO-YEAR SURViVAL/REPLACEMENRANTY PERIOD STIPULATING REQUIREMENTS FOR T. so"` 6°,
0000600
\ / / // j/1 �.� SHALLOW WATER c[yp O�,,p/ '� 'et / i ` / ` O `C- 7 O 17,4E-CEiVE-1).1
1 1 / / / /� /`�/ // � SEAL o `���
/ / / / / /
019742 i
Li
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L/ ` SHALLOW LAND 'a��,� ( o�°
is /, /,yam 6 {{•
NO. Revision Date By Designer Scale PORT CITY CONSULTING
MNH AS SHOWN OYSTER LANDINGSUBDIVISION - PHASE 11 HOOSIER DADDY, LLC ENGINEERS, PLLC sheet No.
Drawn By 'Date
6025 TARIN ROAD 6216 STONEBRIDGE ROAD POND DETAILS MNH NOV., 2015
' checked By job No. Q WILMINGTON, NC 28409 C-5 . 0
MNH SNEADS FERRY ONSLOW NORTH CAROLI NA WI LM I N GTON, NC 28409 910 599-1744 LICENSE No. P-1032

rt0I s TE D +,� GENERAL NOTES: ,�, v
0-p BACK OF CURB - • +.N.. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 1"'r O Q 0I/y
ii ii''iZ X 1,_0„ PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" H <.� 43" ..-. NOTE: USE TYPE "Enr nErr AND "G" GRATE ~Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. Q w Z "� n Q
N O " TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT ~ , V y O UNLESS OTHERWISE NOTED. i
� I^- V
mz = Y Yz rn -TIf u..j0 =.;,.,
r 12" CENTERS AS DIRECTED BY THE ENGINEER. ly,J EF-, f^O .-I TiT 1 w 2
F4 -"'I �' o• IJCt. '�=i USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O 0) z MI O rr,^11, t
...} 1 rYl�l�✓1 (n 1"1 ..i �' •-•--�-- h �, 7.y-y:Yv:�'�
O F>7 v�� " IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABl1. O , • !'ammillw G •;.y I.A : 3 �w . SQ,
'Ti r t`
AS SHOWN ON STD. NO. 840.00. 1-U O . '17 :-`p•:-7'rvL"'' )�'-
Z x03 O :.� S 8" x USE TYPE "E", "F" AND "G" I-x w =-p O O 2 tt '+ n FLL-= 2 Lu N.
,: `� .),1 2,'..4C4 r 'Sµ4,.. .✓.e,r..,.
1 L � Q� r O 0 q i'Z ' • //�/
ORATES UNLESS OTHERWISE INDICATED. Q 1- , r_..� I• .4 t. N N QJ r e ? fi F , }2
•
° 4,"? H o•;����.. , r " FOR 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER LL�`'rW.1 ? O r � W ° '
L'-� o. , n n n 1-'I 1.141,11
r . - - �.1•IJ..H . ;3.kf•n:iw.Ar''':t,;`y+•y.., �t``' "..!,..i,...!..k6:;:ii":".z.::::.,,;:.,:.. ...,:...:37::..,.,..}w. ;�Z + 8 0TO180INHEIGHT USE 8 WALL8 AND BOTTOIN SLAB. ADJUST O C? ,� t 11 ) ■ SECTION LL SECTION µ:•;:'' 7k°y y .,.:Q i +i-
n�► ' QUANTITIES ACCORDINGLY. H t t t ) �� - �� ,.a t Fr...+rw-� g . --3 . INSIDE ;'x� .. .'•"•,'% y•. �',D Mlle CONSTRUCT WITH PIPE CROWNS MATCHING. ".> D +�-• A i_ .w t'`'`;'vt' VQ' :j'. t1Cllr", , PLAN -G,� :a tp AI.IQN FRAME WITH _ ) $" N t-��, = ;s� , : :1 . �.; .O XSEE NOTE CHAMFER ALL EXPOSED CORNERS 1°. p t!1z EDGE OF WALL TO ALLOW - ppI O a G ,;: ,r�t•s#:-:::-s% '.Z DRAWING NOT TO SCALE. G1 t r__.__� „ lrA �, C `.,`,,,_. R 6 MIN. :"' rY v '' ,a:'SECTION X-X �` Lu N t FOR VERTICAL ADJUSTMENT W ' "f r. ,, '"�`
TOP E EVATla c
r It WALL SECTION -�t-4:14 r,..� '� Y..•H,... v{,a +�' ``
COARSE AGGREGATE ' •' JI
TOP LEVAT ON
'! '- SECTION - BB Nei'
„_-r... FRAM_ cr,. D ,�;! STEPS - STD. NO, 840,86 m-,rI SECTION - PP SECTION - NN �
--I��I'.� EE = D. �. +.r' =TEPS STD. N0. 840.38 PLAN VIEW
W
n 8" 1`-On _ n
8 .F 'II. B' w_ .ra"_�rl � -_ -n PLAN a +r= Z r
ITI A ••••••..... _ •roptc .,,,,.e5.,,,,,. ,It��ff��l- l• OC m FRAME,QRATE, & HOOD ASS`Y - n " ° cc G w " 50 MiN.
A z , f :.�• O Z Z , ' �" a O C 6 DIVERSION TO DIRECT RUNOFF FROM R/W
Z 1-1f
0 r 1 o ,." I/ LL fl-1 r0 ,n I LL = m
cgtA rnirivii
N 22 X Brr _ _ _ m a o m � 16.1 _ _ off SECTION VIEW
., G7 . SECTION Y-Y ,•:• C - e" G `� ii. r!';t � 37-©tr a - i...,
,� 1 rr 4
m e" v D �� D - © � �``""%-� •' - q o TEMPORARY CONSTRUCTION ENTRANCE
' .� RISER HT. n •Alit ,
4 t! 1"1 0 37 0 �� i�; K - K a iv 1 ,r =, N.T.S.
(J1 •v VARIES 1,_0" - / . �• - * O 0 �} 1 _+ W QQO.•
•P -1 © - - p = 1 0) O SECTION - AA ��' 1..,
n o SEE NOTE • C7" IN �______^�Jj riif I- VARIES (6' MAX.}
v e" SECTION J-J W = v _ _
"q = 'o' P• WHERE 30" TO 36" PIPE IS USED I"' 1"" 1^ {� M
~ -- TOP STRAND MIN. #10 GUAGE
w0 W •
° SECTION M-M ). = % L M -F�r a ZSTAY WIRES MIN.
N WHERE 42" TO 84" PIPE IS USED x N O Fa J FRAME PLAN Z yt O
M a Z WHERE 30" TO 36" PIPE IS USED N try r Z SECTION - JJ N W #12-1/2 GUAGE
n w w
�,,,� 51 RISER ►"+ Z = O _ u 3 -O� .1
n rr
a' g
c J z E 8 1; I. tile` R 3n R v
23 ��.-^'� ,ar M d 8 '4:'n'' .;:,o.: ..' M LU ,.i C1 liiiilliiiinillill . ' = W !L C LINE WIRES MIN. -,,
p:. / C:I .°t ..�' Z' ��%i ��% • - _lr rt ¢, it I.L. 12-1
r I „ A -7- ,r- 2 -0 n /2 GUAGE
r e}•._•a .b.;9 B �Q.` •a .'ol 3�y`} ;u 3/-arr sn n 1 q�1 I - TY n . n t' v. ( J�t r 1
......•••+++......JJJ n 64" ,,,., '•:°i.- ° IV
SECTION - KK %In :\� \�/\\?\\�/\�/\�\Nc/ NV N�/\�/\�\r\ .N /\NV NV\`/\\/\,\\ � 0
WHERE 42 TO PIPE IS USED i ......,. •..,.•'.'• Z-1 i / / \// //.//,// \ / / / .//, ,//�//��,//;/
DETAIL SHOWING METHOD
1.201i"
\ \f \\ \�
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 EET i OF 2 R SECTION - RR SHEET 1 OF 2 l\ � BOTTOM STRAND MIN. 9O GUAGE /\' \�
840.02 y. 840.02 840.03 HOOD ELEVATION u < - _ _ _ 840.03 j< // /,, \/// 7
p , n 0 W T AS p Z j\\�f �\ F--{
q GENERAL NOTES `! to C7 ow ��\\/� /7"--
i!)':5
''-I USE 4000 PSI MINIMWM COMPRESSIVE STRENGTH CONCRETE. . -', INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL t.miH>, "'1 DETAIL SHOWING TYPES OF GRATES r n -� 2 11 Fd r, STEEL POST /� \/'
t••i Z CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL <C Q w" Z
Ern O O FABRICATE, ASSEMBLE AND DES/ON PRECAST MANHOLE COMPONENTS CONE SECTION Z t' v �,N O O USE ACCORDING TO WATER FLOW. 2-1 i r, Z H Nr>/�� }....(
r a"h-�-1 O ACCORDANCE WITH AASHTO Mt99. (FT.) THICKNESS SEAS THIGiOtE88 PER VERTICAL FT. { ,t-i C0 r-w-� fA S 1�'2 wp 45 NOTES: / �
M2� -I u (IN.) (IN.) (SQ. IN,) 00 xZ �Z-"IzD OOILxZ \/� /�
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12
t1? O 1. WIRSHALL BE A MINIMUM OF 32 IN FILTER FABRIC
O O"0"I FROM THE TOP TO THE BOTTOM OF THE MANHOLE. w A LL " L7 O I WID AND SHALL HAVE A MINIMUM OF 6
g.,
?'+i rn 4 4 a o.12 t-v o= _'.i m TYPE "G" TYPE "E" TYPE "F" A A 1,r� rr uli Lf._ " T
. z _ t-- O co LINE WIRES W/12 STAY SPACING
=w o O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT - 8 s B 0.16 `C F- 'O' x v �y �_^ � _^flOflO=fl {i I 9 `� '' 2- FILTER FABRIC SHALL BE A MINIMUM OF
2C1..,''I3 r---71 THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM I' 'o-LU Z I-4 M r-'11 //d i IL t 1 1 t I- Z ril ` FILL SLOPE
C) x " O C7 O �"' _ T O a a ADEQUATTEL-Y TO TTHEHWIRE BE FASTENED Z
,�O w OF SI ABOVE THE GROUND AT OTHER LOCATIONS, 6 8 8 0.18 LL
A�A LIMIT DEPTH OF FILL TO SW-0' FROM FINBN GRADE TO TOP OF ; _ �, - %y a ----WATER FLOW SAG - WATER FLOW ,- . I 9 "' z gi 3. STEEL POST SHALL BE 5' D" IN HEIGHT GROUND LINE .I 1
D" BOTTOM SLAB. ID, 111 ryr�
.� N I-'w -+C"I '+ [NT ► F AND BE F 5E F FA N I
O THE MIN. SLAB THICKNESS 'T' I$ THE DIMENSION OF THE ,- " Q a`C tow t QI p,F-+ O L STE ER ANGLE _ /� I°4
z THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION GRADE RING-1 ,.• 0 Z N B 1 2" 1 „ *p' o o /�
Ili O p I w o STEEL TYPE to `�
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE " '�IIND.0 A O STEEL
A DISTINGUISHABLE TOP AND BOTTOM. :,
... 4.
dF CIRCUM. R/F` / \/\�/\/\ \� "�
'0 D t 2 �W rr .r� SECTION B-B I J / / / / /
•> r 1" MIN. ADDITIONAL LOCATE WALL REINFORCEMENT Y�i, N W /�
'y I CLR. #4 REBAR IN MIDDLE THIRD OF WALL i M - 1 S,c" 2i " J L Q z w \ \ ������/r���
'4 y4 Q
r" � p G = 2 --WATER FLOW -= SAG - WATER FLOW •r-- O p Q T /V
r - 1" MIN. USE MIN, AREA OF STEEL IN TOP - 0 SECTION A-A U" O m /
r + STEP STD. N
= O CLR. SLAB OF #4 S B 8 c7s. BaO.se = iTI 1!1 _ � � SKIRT
CD / ANCHOR FILTER FABRIC
N 0 = FLAT TOP SLAB EACHWAY/EACH FACE *. -ia CIRCUMFERENTIAL d W V = TYPE „F" LTYPE "E" `-TYPE "G" TYPE - E 0 40- %\�%
r■ 00 Mlle/Yrfl ONATe8 aro.Na, REINFORCEMENT) ,rE a Q. O r--�
-i 11f1 ADDITIONAL #4 EACH -TN' BEANINo 840.9T i CC 'Q SILT FENCE i�-°�
y '' RAISED FLOW ARROW
_._�- "-- LONGITUDINAL /'y;
Q SIDE OF OPENING (1" NvxmAFrsc REIRX*o: yw.Nx ADDITIONAL #4 EACH _ z t• " %" HIGH 2 'r N.T.S. I I
C . CLEAR OF BOTTOM FACE ea.as SIDE OF OPENING (1" REINFORCEMENTz(MIN. O d' "1 v RAISED FLOW ARROW 2 1_� O N
RISER • AS 0.12 IN. /FT.) ((� ,w , }�--•
p v aD PLACE BARS DIAGONAL 340.p0 \ik CLEAR OF BOTTOM FACE) a O H � y{S" HIGH 1 1 } 2 4� - - W rO0 O TO CORNERS (TYP,) 80 94049 G �„ O '' 1N O ~g I- V J
-ET D .� 1 " / r F. _ . t 0 - 1 t -D 2 0 4
r ,' '. IN r O .1... r, ► , y
r•� Z Z" ' FRAME &GRATE ' -- P_ O . :► Sc 1 �-
'p / r N -s r
Z t --„ SEE STD. 840.54 6' SASE X IN
N = r ` i�u . I(/ 4� �/ / co LL O
O �' ti llr- _„_-_-t+, `5 % t `:�'; FOR MANHOLE J ?• + Atli_ 1,Ln J N �..,--.-26On or POINT NT 2.00$---•..-
r 71 RING AND COVER ¢ I
``�` D '� i / O
if'-_Ii - tfi ! t A! 1s L ..1 '' O O ! „l i: '1
Q O I� _fl- ! k �p .-Cl (� ' n 1 �C 1 ►`R { „ �(I L- - -- 4 \y _J G7 SF9.5A REINFORCEDCONC. W /` r " r "' 6 ABCs., / 2 -11d 2 -11 \\ __r
O
IJ REQUIRED) ..
m \ - - ;/- USE MIN. AREA OF STEEL t r.+ i ii n i 1 i,�n i �tt 11 "r VALLEY GUTTER VALLEY GUTTER
IN BASE SLAB OF W/ --j = �iC'"'j --1t RESIDENTIAL ROAD SECTION
> L 0.12 Jog PER LINEAR ., I I �U2421"1" i L%i i i %� 1 1 _tt
1'i<i FOOT EACH WAY Z rr N 1"Z i �.N1i I�t1 i
'A - - --- 0. 14$ SECTION A-A --') ' a a M.M.rmlr„��� ^
I r ' �k_ %an N.T.S. [F--�i
SHEET 1 OF 1 TYPICAL MANHOLE SECTION SHEET 1 OF 1 - ET 2 OF 2 TYPE F - SECTION A-A SHEET 2 OF 2 _ " "
GRATED INLET OPTION MANHOLE OPTION TYPE G 2-0 t5-0 15-0 2-0
840.52 840.52 840.03 T 840.03 _ ` _
m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE Z GRADE
v tn -.----2.00!_ irPOINT 2.00%----0.
IF SPECIFIED. w
<. STATE USE OF SYSTEM ON COVER ~4 /'-"� 1. .1
aD•. p (I.E. : SEWER, STORM DRAIN, ELECTRICAL) y E t�1�r-
It/A,
\--
-�{ 0
O N VALLEY GUTTER 6" ABC VALLEY GUTTER
X"Ti g 1 TOP OF COVER co COLLECTOR ROAD SECTION
1-4
ZQi� °
xva0 A �' A B B IQ-s1. 0.4
-
Z, � ir-woo t 4,_-c
� l ml-,�cPailf 4 ,
.co� ss. 2'-0" A. N.T.S. o
,„
:::\\\\
....
_ LENGTH i
43
•, IIII R. , Irv ,
b,... ,� a 1'-0 1'-0' • I
` BOTTOM OF COVER 1 ,i 1.5" SF9.5A ;N.:
:fir -t
PLAN OF COVER 25'R 35'R 11" s •.. ;, 4';•' • .'; •:•s: STORM DRAIN PIPE i�: it
•. < APR ~�
` (• -.. •., . , •••,i.. •�•.•.•fir •• •�.� .,� .T T�
rn ccgC
' •• ,• '4 ,r`y-.4 •• •t •':..,LC •'• • •'s S �4ldofr*l
Z PLAN OF FRAME U.o > \S\ /\ \\/\4 `4' \�\ \ \\ v\\ l\\ PLAN /t-1{
r1.4 0 co "• i'-iii " co v 14/ h22' 14' 3000 PSi \ \ \ /\ / \ /\� / trn 3 G CONCRETE \/ /\/\ % \/ / %/f�/ j/%// �/\//�/\/\/: ♦ 1 `�� %`I1# OPE = OX TAILWATER• /�\�' N� .\\.\ '' NN\/, /.\i\/A r 6" ABC # C ti 1. 'r. Flow '<i_if
9f i'-11 " �- - cc 4COMPACTED - - ..lA. . 1�14dl . -e �'.•. I• • i 0 i`-1O ` - pW ; EARTH STORM DRAIN PIPE ,` - ` - -
�S }
g ! 1 Q / 50' VALLEY GUTTER ''! / � ��` 6ro • •'• •4,r. . ' \ '�
p ' / 'N TYPE #1 } I Q 25' R T. j �'5,i�l�►~ `� /
R/wo
/ />/ / / / �.,. •1•m�mom.}il� "�.. '
�'' ,- 1" / \ I f_- 3 < u- N.T.S. ♦ i,, , �\, i\ \ \,,
Z , \ I 3 FILTER FABRIC N.C.D.O.T. CLASS B ---
a t 1 "---• •-• -� --434" t= W.i SECTION RIPRAP, MINIMUM IE I .
E ti - t 1'-1 Off" - 2C d t 8 THICK, TYPICAL
ir7 \\ALTERNATE Z Z N W O ' oaooae0000 pap, I. I
Xi a° - , SECTION B-B w g N w u1 '.� 4'.,!*;,�►;°,,
RIP-RAP SCHEDULE
v $" - 2`-Old" �// \ MINIMUM WEIGHTS - LBS. \ oos OEc_ S• /04 ,900, BY:
. 2'.914" / �; \ FRAME ISO ` , iff
RIP-RAP SCHEDULE
COVER - 120 q SEAL e UPSTREAM DOWNSTREAM
TOTAL - 300 - , # PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH
SECTION A-A % F woo (FT.)
�� ��•���� /� SPECIFICATION RESIDENTIAL CUL-DE-SAC 019742
__ / CLASS 30 IRON MEETING SHEET 1 of i W CURB & GUTTER +9 NG I e �4
q Ai RRA--1 24 8.0 6.0 8.0
SHEET 1 OF 1 TYPE #2 LL ASTM A-4. 840.54 N.T.S oDooa !a • 0 7'�' 000o RRA-2 36 12.0 9.0 12.0
840.54
RIP-RAP APRON
N.T.S.
NO. Revision Date By Designer Scale
1 ADDED VALLEY GUTTER DETAIL 12/29/15 MNH MNH AS SHOWN HOOSIER DADDY LLC PORT CITY CONSULTING
Drawn By Date OYSTER LANDING SUBDIVISION - PHASE II ENGINEERS, PLLC Sheet No.
MNH _ NOV., 2015 6025 TARIN ROAD 6216 STONEBRIDGE ROAD MISCELLANEOUS DETAILS C-5 . 1
Checked By lob No. WILMINGTON, NC 28409
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WiLMINGTON NC 28409 910599-1744 LICENSE No. P-1032

m PROJECT REFERENCE NO. SHEET NO.
n
ro DESIGNED BY:
DRAWN BY:
THRUST BLOCKS ARE DESIGNED FOR 200 P°SJ° EVEN THOUGH CHECKED BY:
THE TEST PRESSURE IS 1,90 PSI APPROVED BY:
REVISED:
HORIZONTAL RESTRAINT VERTICAL RESTRAINT NORTH CAROLINA
8$$$$$$$$$$ES$$$s (ALL AREAS GIVEN ARE IN SQUARE FEET) (ALL VOLUMES GIVEN ARE iN CU81C YARDS).- DEPARTMENT OF
8$$. $5$3fia$$$$$$DGfJ$$ $$$$$fiS$$$$$$ TRANSPORTATION
USERNAMEOS: + DESIGN SERVICES UNIT.
• PIPE 1 DEGREE LBS. STATIC ALLOWABLE SOIL. BEARING (PSF) PIPE RESTRAINING RODS DEGREE OF BEND OESIGN(9i9)250 4128 UTILITY CONSTRUCTION
!14l99 SIZE OF BEND THRUST * 1000 2000 3000 4000 5000 6000 7000 8000 SIZE NO.REQ'D OIA. III/q° P2 I/2 q5' FAX:l919)250 4119 PLANS ONLY
5f6 t 1 UTILITY CONSTRUCTION
I 4 2 I/2 0.25 0.50 0.75
, 4» - 45° 2.405 2 I 1 1 I - 1 -'- -
90° 4i444 a 2 I i L_-- t 6' --? /2' 0.50 1.0 1.75
O GENERAL NOTES: „Z TEE/PLUG 3.143 3 2 1
IT1 BACK OF CURB EE .E , lye O u(/4• i 385 2 .-1 -- I 8' 2 5/8' 0.75 450 3.O
'0 SEE STO.NO. 840.03 USE CLASS "B' CONCRETE THROUGHOUT, to ::::
z.735 `- 1
1"-1 1••1›- 6' _ - 5.4p9 5 g 2 ? t I L .-. - Kr _ 2 3/4° 1.25 2.25 4,50H`iZX " PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" h- §� �6(QUG7 A6$ a 3 z - i ? 12" 2 7/8" 1.75 3.25 ' o.50
ON CENTER. USE STEPS WHICH COMPLY WLTH STD. DAAWIIXi 840.86. ZZ,44ZW 0 15 I 1 J 1 I W' 4 5/8" 2.25 4,50 8.752 ' 4.904 2 I I• OH 1.1-1 v' " v . TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" i(EYWAY, OR k4 8AR OOWELB AT 1--�O 0 . 8" 9.619 10 5 3 2 z i FLCW L iL 1
" -rt 1.1 90' 17.T73 iR 9 6 -4 4 2 16• 4 3/4' 3.0 6.0 11,500 12 CENTERS AS DIRECTED BY THE ENGINEER.rnZ. 2-i �( a .•' Y yj tLZTc z.s6a 3 3 st-t -i D v,, �� L it USE FORIA5 FOR THE CONSTRUCTION OF THE BOTTOM SLAB. QO�= 3,846 4 2 2 1 I 1 1 •.INCLUDES i.50 SAFETY FACTOR
170>0-1 J uNINIUMN Z ., ' 7.661 a 4 3 2 zrTl •.o ��� IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM S1:AB OF BOX, ADD TO SLAB 11.1O 0= 10' 5.02854.- '11 Z 5 io AS SHOWN ON STD, NO. 840.00• F-(..) O 7A2688 1 • I § 7 6 _ d2c`. `. .7UG 18. 35 I T S 4 3 2 Zuj �� /\ //�\//\/ %/�//��/. �/��/\/.T O`� 8' 6" = USE TYPE "E", "F" AND "0" ORATES UNLESS OTHERWISE INDICATED. Q F 1.1 5_,„543 6 0 1 i 1 I I / ! / �/C�1-.1 C1r •v �i� r , f-•= . O_J ' a 3p tt - 6 J 3 z - 4 2 2 ` � ,� 0.5 OF O,D." \r r 001"•• ZJ 12- lea :.9 11 7 5 4 4 3 ] `•\\\/� �.\�` `e\ r� .\\
• (,jO1.1 0 FOR 8-0' IN HEIGHT OR LESS USE B' WALLS AND BOTTOM SLAB. OVER LLH so 7 no zo 33 o B 6 / / / //
8 0 TO 18'-0 IN HEIGHT USE 8 WALLS AND BOTTOM SLAB. ADJUST 0 Ca )12TEEiPLUG 262a za 9 7 6 5 4
MI
QUANTITIES ACCORDINGLY. Z 1-4
a1 vz s:os 8 s z 2 z
14 m • CONSTRUCT WITH PIPE CROWNS MATCHING. +'� 14• 45• 29.455 2% 15 127 1go 7 4 4 PLOWABLE FILL L. PIPE 1 \ J
~ r !PLUG 38.485 38 9 I In 8 7
al O PLAN X " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". °-p E7 64 0 FULL TRENCH WIDTH O.D.
w IIv-0- 9 4 1 5 3 3
Z SECTION X-X ** FOR STRUCTURES WITH PIPE LARGER THAN 54", O 16^ n1 '.C71 sa 7 IV 8 5 5
TOP ELEVATION MAKE THE TOP SLAB 8" THICK. 90. 71. BB5 71 • 355 z4 t� Ia S? Id g
ap i0 d0 T iGLuc O.265 _ 57�z5 17 1S fa 7 6 /f//
• INCLUDES 1.25 SAFETY FACTOR GENERAL NOTES. �` PROPOSED OR EXIT PIPE rL
T6P ELEV TION I, CONCRETE SHALL BE CLASS 'EP.
2.CONCRETE SHALL NOT CONTACT BOLTS ENDS OF MECHANICAL JOINT FITTINGS. A A \ ��
FRl_" GRATE AND ,,E STEPS - STD. NO. 840.80 3.CONSULT WITH ENGINEER FOR CONCRETE REQUIREMENTS ON MAWS LARGER THAN 16 INCHES- in
G O._A V V A b 4 ..,,.. 4
�����. E r.`r. r.0 STEPS STD. N0. 840.86 c p. n a /, o
(FOR VERTICAL & HORIZONTAL BENDS) A °° Q A O A ° QpA.4 4'v ti
4. ALLOWABLE SOIL BEARING SHALL BE DETERMINES BY THE ENGINEER, p
6" A '�' ��m REVISIONS pd 1, 4 $„ MIN
SI TOP LEVAT 4N azzemaiis+""""••� -�^^��' N0. DATE DESCRIPTION p V AV A A AV MIN p 4 AO pQ9 16" MAX
CD MMINNIMMOMMIIII z el.... _ 1 �� UNDISTURBED EARTH ° © A h 6" MAX R °
Z zL NM �': Js,'�iiI1�.1� i **m .. p o z I
sHEErzoF2 °n � a i V
_Eir
I
°
t. ° V 4 V °V
�1/ A PROPOSED OR EXIT PIPE A A R
/:xv))
rn N o `.�.:�:�`. .4, -�- ^Fr � ' aw THRUST RLSTRAINT F0� U� ATER N9A{NS-.-I H = t S 6 A' G - 6 1.-1 F., CO 0- STATE OF NORTH CAROLINA11 +j1m SECTION Y-Y Err 8,r " ,r rr 0 0�_ DIVISION OF HIGHWAYS /
C C m , L. _ D ■�_ ° ' O -- W RALEIc*.N.C. IIR
-I 1" THICK COMPRESSIBLE
CO > 3H YRISER ARIESHT.` d © "" 46 JOINT FILLER MATERIAL
-DA
rig
.7101
All
'O -11111111 cc MIN. 0.5 0.D. G p.0. ,, NOTE: NO ENCASEMENT REQUIRED FOR
1.4
1D CM ..� "� dlii 6"
SECTION J-J to Of M i A ( Ili
_ SPACE GREATER THAN 16"
fl1 H � SEE NOTE SECTION M-M = FZat W- A
Z RISER HT. g Z CC cm
r .f �1 ,r`.`` �- it• , 45° \
-r1 VARIER �;: CV Z `1 - , - 1111111111'
,' jQi i O 11I\ . t- A R
ill
_ J G' 1IIII Jw t,� E ,
YY pp
--...-. M u.'0 ,� 4. 0 Nl b 6 /lJ\( h TIE RDO
r ...� - - IIII 06 A �,• "t-- MIN. �`'� TIE ROO EXIST,O.I.WATER PIPE
•
.4
-�v•' t:, i Elm
..
.. =11111 6
. `r�l//,�((.�ss�'l�,e�l '?�iC\%���/j/,,��yyl ./J l / mil• �! 1 '�•i \ T
OI v'. p' b' o� E w I8'M1N. - ---
,�.`�'..s: ;:'a'',o';;:..'b!: °:v':'�•:,'o''•;p' :. �''::b: ' i A SA SECTION A A :`a<
DET SH*' IN M OD d PLAN (BENDS) PLAN {TEES) BENDS & TEES TIE R00 - -
SHEET 1 OF 2 OF RISER ,NSTRUC ON PLAN PLAN SHEET 1 OF 2 TIE ROD
PROP•DI RJ PIPE
840002 HORIZONTAL RESTRAINT PROP.STORM DRAIN
RR /
LONG.THRUSICOLLAA BLOCK CORE.iNRUSTCOLLAR BIOCX
•
MOZ 1.
C
N PLAN
N IS. I B RESTRAINING RODS .."----------"" Air-
,- -�MIN.A
f 4,.-, '� EXIST.Di.WATER PIPE
O l7 f " EXPANSION JOINT9 Z o /�� / Y ` ---
IEt f ** FOR STRUCTURES WITH PIPE LARGER THAN 54 (� /\/� �/ �/I
-a •i MAKE THE TOP SLAB 8" THICK. , N 4.1 „ F-1 <-. ----
=VJ O : " 8" 6"** STD. 1340.03 FRAME,' Z tj o / ALTERNATE LOCATION - 24•MIN, l TIE ROD
D F.,1 O #4 BARS V T
✓ C/? A SAES �- rr GRATE 8 HOOD LL a H Z o • � MDRERO�ND2 AREN .� 6" TIE ROO 5'REND 145'DENO
fl1 .1 -1182 1 L I y! O d 2 0 C\l}�j\�` REQUIRED /�\i T;YP. /' 6'TYP. '�t` - 1 J. �,T,'y• °.,
nl � �'-�-"� 3rr r ,� E�I��������j ��'. '/�'�'' WQZQ LI-S "» W.1.51, // / .•fr
�% i'�? C. � ' PROP.01 RJ PIPE / Y
•'�-,�.�. 1'1'I )) I ..I II I ' ("- O O \Y V' Vr V' ♦ 1 \ .\i •i 3 FULL PIECE
�c `� - i `` y ` 11i�11I1i��II�I �._ - ' 'ry _ .�Z w .. 4�4 4.\4/ / / I.FETT(NGS SHALL BE RESTRAINED JDINT 01.
f } CENTER UNDER SA.
0
O Al...Q N 1•4 E PLAN & ELEV.(PLUGS) /% /r. / \ \\ \ \\ PROFILcA• E
TPEN N WIDTH
•nS=Z A 11111 M 2 R -''`2 PLAN t 6 0 to I- -I � ELEV.IBENOS) VERTICAL RESTRAINT SECTION B-B •NTs
o RE-ELEVATION OF EXIST,D.I. WATER PIPE AT
)y D T rc Bs T g0 CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES Z -> _ _ _
-G"'i 3 a �` ~, �'p' PROP. STORM DRAINAGE AS SHOWN ON PLANS
00 aW �a0 EOLEY. 8" w� am T - R �, ST R � S � RA_ \ T - SR PIPE � � \ = S
Z 4 w , "' USE ON FLAT EXPANSION JOINT 0 inL'u. DETAIL 3
11111
`e� ml i? m' GRADES 2$ AND UNDER4 su.
l".
} / 3,-0„I - 13,-0
„ DEPRESSED GUTTER LINE
I EXPANSION JOINT I I 11
PLAN OF TOP SLAB SECTION S-S ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
Z 6" -.-E #8 "W" BARS iL#4 BAR " EXPANSION JOINT If-NORMAL GUTTER LIRE Z
O _ U.O N
TOP - 0
„ R ELEV. a La I
�°� s;� 1:QUA SPACES N USE ON GR VEA 2�
z.mFy 01 ** ____ t-i H m 1.4 1 = .- I_111= _ =1 II SCREEN ACCESSIBLE
Z I DEPRESSED GUTTER LINE Q =III}I N111 i1111=Ili!{=lllfl 3.0* SKIMMER VEN440T THROUGH DOOR
-I "'1 1a10 _ 8 EXPANSION JOINT 1 4 10" 1 1 6'-0" i g W .Z =1111t=11111=11111.=148 WITH 2.7" DIAMETER ORIFICE
Ii =11111-INH
• m r4p
• 3 #a BARS °u" 1 i�i^ 1'-D';/ l,,j c r0 H
11- srT.
CO MIN.COVER
a14. 3� 3r- SECTION R-R DOWEL ELEVATION €�„ v
NORMAL CURB AND GUTTER ON STEEP GRADES •1( igll
r.0 m 9 * RISER HAS ,228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 0 ,W F. PROPOSED UTILITY NOTE:t-
-o �' MINIMUM OINIEN$I0MS AN8 QUANTITIES FOR CONCRETE CATCH BASIN($A DON IRIN. HEIGHT, R, WITR NO RISER) Z W: a° SKIMMER iS TO BE A SURFACE erso
.40'NOV
1"1MIA
H DIMENSIONS OF BOX AND PIPE COVER CU,YDS. CONC. IN BOX DEDUCTIONS = Ir•i
rTi PIPE SPAN WIDTH WIDTH SPAN YIN. HEIGHT DIMENSION BRAS-U BARS-YS W TOTAL TOP i BOTTOMNY �1E PIPE SC N i DEWATERiNG DEVICE SUCH AS BMP ,"o
{M r USE OF D.LP.OR STEEL
CO D A 8 C G H - E - F ND. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB ( SLAB Ain- C,M. R.C. _I IF 18 INCHES OR MORE OVER ENCASEMENT REQUIRED. SKIMMER OR APPROVED DEVICE.
Fri •� 12 3'.0"' 2+-21e 2'-0" 0.235 0.772 0.015 0.028 - f2 1�#*�Y► o`
4 IIVF
Z O 15" 3'-0" 2'-2" 2r-3" 0.295 0.829 0.023 0.096 0 THE EXISTING STORM SEWER, 24,..Th ♦. li
p " r r R` r n 0.033 0.049 U.I V THEN NO D.LP.OR ENCASEMENT 4•16,1j1��14.,.,
]8 3•0" 2-2 2-8 0_236 0,887 IF CLEARANCE IS 12 INCHES ���11�*�►�����.,41.
T " 0.235 i.OD1 0.058 0.085 IS REQUIRED. +,���s#�#�o1�jo`
24" 3 0'' 2' 2" 3'']"
3O" 3•0" 2'-2" 3'-4' 2r-4" 3'-10" 1'-2' 4•4 4 f 5" 2 4`•1' 3 4%1" _ 39 0.123 0.347 1.433 0.092 0.127 Co OR LESS,NOT ALLOWED, �l�14{4***
36" 3-0" 2'-2" 3'-10" 3'-10" 4'4" 1'-8' 4' 10"_ 4 1 11" 3 4' 7" 3 4%7" 43 0.181 0.432 1.714 0.132 0.178 EXCEPTAS INTERFERENCE *
42" 3'-0" 2'-2" 46-5" 4'-5" 4'-11" 2'-2" 5'•5" 5 2'.5" 4 51-2" 3 5'-2" 47 0.200 0.543 1.733 0.180 0.243 BOX ONACASEBYCASE FLOAT
48" 3'-0" 2'-2" 5•-O" 5'-0" a-8" 2'-10"+ 8'-0" 5 3'-1" 4 5'-9' 3 5'-9" 51 0.235 0.667 2.052 0.235 0.317 BASIS ONLY.
54" 3'-0" 2' 2" '5•-T" 5`-7" 6'-0" 3'-5" 6'-7" 6 3'-8" 5 6'-4' 3 6%4" 56 0.288 0.802 2.387 0.287 0.401 FLEXIBLE JOINT
80" 3'-0" 2' 2' S'-S" 8r•3" 8' 8'' 4'-1" 7'-3" 6 4'-4" 6 7'-0" 3 7'-0" 61 0.340 0.873 2.722 0.383 0.548 410-- O' (RADIATOR HOSE)
es- W-0" 2'-2" 8'-11" 6%11" 7%0" 4%9" 7%11" 7 5'-0" 6 7%8' 3 7%8" 66 0.381 1.160 3.057 0.440 0.655
72" 3'-0" 2'-2" 7'-8" 7'-8" 7'-6" 5'-3" 8`-8" t 7 5'-8" 6 8'-3" 3 8'-3" 72 0.442 1.340 3.392 0.524 0,774 {
SHEET 2 OF 2 78" 3'-0" 2'-2" 8'-1" 8%1" 8'-0" 8'-11" Cr-1" f 8 8'-2" 7 8'-lo' 3 Br-10" 78 0.493 11,830 3.727 0.815 0.893 SHEET 2 OF 2 I
840002 84" 3'-0" 2',2" 8'-a" 86-0" 8'-6" 8'-7" 9'-9" 1 8 8'•10" 7 9'-8" 3 9'-8" 84 0.544 11.780 4.082 0.713 1.010 840D02 %*INIIIItirdlh
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION - FOR PERMITTING ONLY
No. Revision Date By Designer Scale
MNH 1" = 300' OYSTER LANDING SUBDIVISION OYSTER LANDING LLC MARK N. HARGROVE, PE Sheet No,
Drawn By Date MNH FEB. 16, 09 1508 MILITARY CUTOFF ROAD, SUITE 302 P.O. BOX 21 fl1 OVERALL LAYOUT
Checked By Job No. •
MNH SNEADS FERRY ONSLOW NORTH CAROLINA WILMINGTON, NC 28403 WILMINGTON, NC 28402

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ROAD "L" NOTES:
1) ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS GRAPHIC SCALE 6
2) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT—OF—WAY 50 0 25 50 100
3) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT—OF—WAY
' 4) THERE IS A 10' DRAINAGE & UTILITY EASEMENT LOCATED BEHIND THE RIGHT—OF—WAY LINE. 1 inch = 50 ft.
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LOW POINT STA = 5+93.09 PVI STA = 7+43.29 K = 133.3
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Iti FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
III
Michael C. Gallant PE, PA OYSTER LANDING SD
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Engineering / Consulting / Design ,,.`�'�,,�ARo''��
--� �o?.`..F 'o'?'�,'j� OYSTER LANDING, LLC SW I
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GA1 tANTMC a�YAH00.COM = 0 55` s 1508 MILITARY CUTOFF RD NOTE:TH ERE IS A 10' UTILITY/DRAIANG E EASM ENT
`',./1 = SUITE 302WILMINGTON, NC
PO BOX 4039 SURF CITY, NC 28445 ''',,;•L. : .Gp;,�;,: ON ALL LOT LINES AND ROAD RIGHT OF WAYS
41IP 910.328.2188 FAX [phone] ['[['rtct11```` 28403
_ DRAWN BY: MCG
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SECTION "A" SECTION "B"
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DRAINAG AREA
3,580,941 S.F.
ROAD 7,94 1 S.F.
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10,31',197 S.F.
ROAD SURFACE
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LOT_ Sl _�. = PROJECT OWNER: OYSTER LANDING, LLC 01
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15,060#. F' �, 14,959E S.F. PROJECT ENGINEER: MICHAEL C. GALLAN P.E.
7�'® _ • •- ' 1 21f�3 PO BOX 4039
,` '°'� ffi . F SURF CITY, NC 2844.5
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,.�� q• �p 1� PROJECT SURVEYOR: CLARK GROUP
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5000 BLUE CLAY RD
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,' �•., a' t \ ! \\ f s ; •,F% °�CZ1 o PROJECT NAME: OYSTER LANDING SD
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\I\ \ ' TOTAL
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\• 60.54 S.F. 721 $.F. •��, a` °L�' o �a''''s''
\ \ 23, .
7 LOT-77 Q. ,
\ 2Zy:/- : 31,620E S.F, p�� 0 0 0 a
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Now Or Formerly \, . 1�•5 - ____„- 80.54 v�
Domes E. Lawrence \ �� F, 1..'6.51 l'''''.
4
DB. 13601 PG. 98 \ 6 _,.3 .. �"
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Property Zoned: RA I161
., • �.$�5 ! \'��f✓�,�,•• ! 6, ,.
Commerciol o r \ ' � 1'� 9i � �2. �/ _ r. ;�
IN I,r) Cy) 0 'i \ \ NV C.:‘44
t;a �� \ . o � e,.. _•_�...""••••••. 0, \ \ 0,4 0,00010:' .,,,
\S �` \ r'�`1'` �� ® s� \ 23.5• 5000
-• \ _ !y 90tea, co `Po s. '(.., --7,-
\ \� \-, �a�'\ s. � �-' Vie-)
` ` NOTE: THERE IS A 10' UTILITY/DRAIANGE EASMENT
\, p�'��`'� ��6,q' /" �00 _el - 32 ON ALL LOT LINES AND ROAD RIGHT
\\,�\ `, :'057 H1 bo o ;s, •NA-.SF:-
," OF WAYS
1 ° •
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o WETLAND AREA;---2 t % \ �0�An' p1 �/ colt et*tkr‘..'S.,..:s1);
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1,102± Sq/Ft. 7 I L°' A97 \ ' \ \ h) �, �, ®O ••�• �oa,o� ,^ o,
16,33Qt� S.F. �� A; '` ,./
05, C' , , ,7j / p` 10.80- o�cy,o� c /
Now Or Formerly ` a,�L &> s o o s
Brion W. Phipps
DB. 7429, PG- 29 / ,:"'''% oo p0 6 6 6
Property Zoned: RA LOT-98 �, �' ���" \ `o ���'\ 60 9.
s
Residential 16,394E S.F. Ai. ‘► �ss� \ 6,�00 ;
`O T 60. 759 4.
- ^. LOT-99 / /• / /Sy :,\?j„ 55
17,074E S.F. / ?S 6
/ // 0 /S Cx7 (bri,
h cy �icj h ' ... �d; o 6 S .4 S
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• 52 S .
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00 / /• /O , col Sol 'o .•,•• - ,
sit
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9951 Sq/Ft. 2�5� SF O • / l SAS sue• r°O ``�Y` LOT-159 \/' l J�1
6 O /S Ol O / 7,121 f S.F.
•.� 1jilt
; 6oT�,0 ; / /" `O?jam♦?S QQ
Now Or Formerly e� .,ram ��O % / ••- ?j ?407
O
Domes Singleton i�.i' 2�j� S� co ` / ?So'r` S ,„, 04- ; ��• ro
DB. 1360, PG. 995 g / ' oTo 6 ''`' �� ♦s col 'SO,•. ��, �0 "ate \` ,
Property Zoned: RA (rJ� ,S♦9 zos 00./ / co .O?jam '?♦A 00 ,� N.
?�-0•fl��':,� `9'- '60
Vacant /:_ ? ,� O- •
?SO S° 0 w i G, .�
C J , ZO �`S / 00 �S lD� O. �• ,�
sr irsr l� r / �-• .o?���? t6082
I ♦' LOT-162 6?�/ S �o�; // F SOS S,�.i \ �005.00 SS:1--'-'
18,7841 S.F. 5�
Fj '`S>/ /O> QQ ,: /� ;QO `"> /9 Q eR• ,,
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rJJ / Ole / / , Q S Ole Q to N cN `1 � . / ';
o"�� '69>� i06 QO• ' /' i ro0- •O?>� >>6' p0 Aa:y 0�/h� h ,/
?1F S� O i ?So S,i. �' /Q T v C1, LOT-163
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f, �� <5.o7 • i i D 1 .\' 41� t 16,603E S.r
c4rj S G S S LOT-244 = .
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♦st '`` `o / -, to S0 ~ a 15 0461 S.F. `• 'v`�
/� or O - ; :� t 21,2051 S.f °, ; \ LOT-164
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c, •`9Q6 //O 00 /i / �co0 ?>� ��6 g�,.� pQ 1 �,, ,; 13,558E S.F.
3' �s Q. / ....5.., s U s >Z
-- / �� /S do . .1c2...„0/ - 3 t 96.33 Q6 4 d•• \/,..
V 3 70 7;Rd
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y, O ° �`' ? •
S `/S it r �`• 27.48
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1 l S.. _ „_ _ 1 X. Ali
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100' 0' 100' 200 300'
■ ■ ■ ■ ■
■ ■ ■ ■ ■
1" = 100'
FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
Michael C. Gallant PE PA OYSTER LANDING
SD
__,
IP
CIO Engineering / Consulting / Design kA CAR°
Js'a�;��y,� OYSTER LANDING, LLC SW2 ____
: t SEAL, : _ 1508 MILITARY CUTOFF RD
[e-mail] -
' 2572 -
:T.\ A•o. ' - SUITE 302WILMINGTON, NC
PO BOX 4039 SURF CITY, NC 28445 ,-,Cy'•)AfpiN ,,�_'\y',,�'
411. 910.328.2188 FAX [phone] 'ii 28403
DRAWN BY:MCG
SM
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92-57 _,;:-.--- ----- - \ '•> _ -- 9, Zr r.,,...:1-
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<� ,, �`^� Now Or Fc DRAINAGE AREA MAP AND SECTION GUIDE
i 0 .-a� r 14
< 4 6r••• -3'0- '� LOT- to
a" co Duane M. Sewa�
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1 9
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0 ! 0 Now Or Formerly
,� 6% 0 / / 60.0 Z.71yiri,� v, v o°N' �, 1__ as. 19,121± SF. t Lee B. & Priscilla E. Sharp
\ o o �$ o j ' w .�' � DB. 1588, PG. 806
7' / �0 ` v+ o r o -1 'of �, o CO 14- ! •�•d:7 .: Property Zone: RA
.• /� • 13.24 , N o 0 0 �- N , o ...4
cn j s Vacant
h cn c3' c.01 ► ►+ ,• „ Ch71 71 1
•95 •
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19 �62 ®• N72.15`52"E
* BIEARING AND DISTANCE
:,‘
;h• . 49•a •- �� 199.14'
® 42.49 S.F. 'Al�11
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-____
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LOT-31 •
J,____-
PI 21,501E F. ;� ,,'' ; _
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PI20PERTY LINE SWALE
��/ WETLAND AREA ---- v 241.9� •� a
•
28.66E ACRES--- L�32 ' ' L,Q" VETLANDS ....�..._..®.,�
42.35 ;
471/ $!$41± S.F. i VALE
O )5,184
�.♦ �� ' � / ROADSIDE S
_. 1�
• 22 7 4 `�
-'J „�-s- I. h�f7 �, TEMPORARY SE:DIMENT TRAP
8 40...•.,,,... �• LOT-33 I - w/ ROCK DAMI)
4 q� L T 44
4c6 oz,k•%CO
�,•• �. 15,15 S
27,0691 S.F.
s - ` --- -_.-._._- .,.
TEMPORARY ENTRANCE
LOT_469 '
• 5,21 LOT-451
eNfC",� ,� 208 �4 06± S.F. / SEDIMENT FENCE
��< 15 1
13!
SEA•�••.. - 58
r �" 6� EXISTING CONTOURS
_ 1 f CO o LOT-468 0 ! s� 4
•. - �,o 15,443± S.F. �. �. <o� I -
' O ► ,,,;(:0'-',a- >`So� �' PROPOSED CONTOURS
cfr \r' w `�' y° w o cn \ 200.18 IS* ssr >.z S� / o ^,
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o +�' '� -.t /- 16,640± S.F. A r s �� ,� /
' 4,4 N w v o.' peg°LTi1 o •`° co -4 C' cwo sue- "n, .>? > <o _
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N' o� GENERAL PRO iECT INFORMATION
5 /'/ 0� LOT-57 � \', �\ /- ���60 !p
� // �6.3 ice. /✓ /. ��0', 1 ,983± S \ �� o~roo6'>l��sr
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f i , - _/,- . --- -/ �'�i �/ \ '+� „ ' f : c%S PROJECT OWNER: OYSTER LANDING, LLC
-�� . '� � ' 0� LOT- 59 :,(lec.,)/b.:1'(;\)(ic;c1oJ 9, / i �� ♦;�_ - \ �� '' ` 1508 MILITARU CUTOFF RD
. Cji
t�' I �`,1'` / , z/ ' o •► %\ �'� '47 '1 15,238t S.F. '`h \`o� <o SUITE 302
\\ �-� i 1 �� / . c-� A 9.38 . 9$ LOT-456 �/ / �.//� 60.• �, �0 i �. ; 14 F. ��\ r 15 1 r V•
6 O WILMINGTON, NC 28403
L
60.00 38,47 Fu• / 2 .3 o�
�, *. -� rn ��. t< y .Sp• / 15,0561 S F. ss
• ®, P rn ► w e 1� O,S.P�c s '0 Now Or Formerly
46 o H ..e.,M �%` • cs "v � 6' Williom & Marsho Anfinori PROJECT ENGINEER: MICHAEL C. GALLANT P.E.
\ N-moo \ v, , �, , \ �' �,� �,
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S.F. 21.53 %% �' r� a' ':..f 4 2.1 �— 1\,i.�a•.1 1 /, / P
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�r ��1� • - LOT-460 \ DB, 6078, PG. 10 0 BOX 4039
„ 1 IC'r w �o v, A' �`)� t 66_ _ \ /'' Property Zoned: RA SURF CITY, NC 28445
N o ►� ► -•, �c _-- r ,r ;`' I�� ► 4, ± S F, - �� �. NN6• . \ 1 op ty
-,► = 1` PROJECT
�► " �..„ 7,cr ♦ : ! 'A \ 6 �. Residential
SURVEYOR: CLARK GROUP
p'i' ��•.4 0. vi rn vi a W o� v, 14 �� �,_ ..- ♦. �' 1�: �3 )"� .I ! r . 5000 BLUE CLAY RD
IA J
0, ,, o o cri ze•^ __ ♦- v WILMINGTON NC 28404
�01-
tip \''.3`
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® ,'" NAME: OYSTER LANDING SD
�•� J co i h O o $ 6 ♦71
1 1 5 r�,. 1,.� ` �.S`J \.. PROJECT
�6`9•'�.• " 6'Q 51.0 .; 1 \.. 6 I.y.NL, AREA ' ;!' I>, •'`• / ' ,_ .` " '�(/
7.39 39.55
pA :�,•.� - �„ c �4,0i6. Sq/Ft. �p 9 //ff/
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PROJECT ZONING:i _ os
1399 60 I 1 �s s6,�r� R-15
_ / 270 43 1: cn aft -Li Na o T-46 'F
".._ ti r 0 'i N or —1 LI'` L0 `� sr `�
' (�. ' I 4J 3 r ., �t11 yu�,,�c V t+ ► t0 I 1 ... S•F• `c''• a, WETLAND , �..
a 1 �. • 9� I 62•6� " 6 i v o o ® c„ ;, ►+ �„ \ 15.rU►i' CP .r,a ,/,', ,�,,/ . > % PROJECT SIZE: 31 ACRES
1
I
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tt �S+ g9�3 •
cn b io v, 71 ?► _� w o `flj• %/ , s> TOTAL LOTS: 1
\, 10 / • 57iii 53 ••♦ j • v► .�,o �' to o 1 LOT-465 cn -� /' •` j .� �� IC
�; - ■. .•® .� �� ......'- '-m a, '� S.F. ► / •• �,9 •,� s
•. p+ ® / '; v1; w u, --{ w cn -' 15,00 ;`•Q•' :.. �
r- _. _ _ _ _ 4.110, ►+ +� I 200.00 cn ..�!s ,< WETLAND AREA
�� O O 0 p . �► u, cD r tr PI N00°--i V „ / T ._..TA ..,.".; 476± S Ft.
,. ®� �p.�` ' t,4 t ,- N r- �,,,r r C,a- r N �' rn ► t!) v,00 WETLAND AREA < q/
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8.ra tt -mo w --1 0, _, w .4. a O �, ''.1 -.1 m oo o cn w O� o4 a' ?' '��-'� o / / 3,473± Sq/Ft. No,
O .„ "' s.., H. ► V rn --1 cn ► O w -► 4: - -' , ►+ ► V -c ri ► c41 N t,, T-464 0 -- ••//, <. >, `- 'r
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LO $•F. , , sr /
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/ v 17 406E S.F.
„ A
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NOTE: THERE IS A 10' UTILITY/DRAIANGE EASMENT
,•. I} , ,, 4- z 1 - - 11,2S.F. t., cy ON ALL LOT SINES AND ROAD RIGHT OF WAYS
a .:
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; ' , ‘.. ' : ' 609 Z787 1,355± S.F. :1 '`�' ,��
5 �� �_ y--�f i 'N`' r \ ; -
' \ L034 t3$.F. \ R� c�F ��\, 3 I 69','-, '_-_� _ 6a, ry o 1 16,8 (J00 �p� �� \� �O O�>S0
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� 60• � 720.05 ci+°., ``' �� y' � 1 , _436 ot S.F.If( / + \� �°�'
00 .2340• w N cnw '� 1 OT ' d I` f 0 `'' L1T- 32 �• 20.00 LT,- r n ►'"+ o ►4- L5p0 f S•F. LOT-434 / ' l7- - 60,J 0 It, ,74� ySF!-- \\\ .r. ; ► ;'v,cn N ` 15, �_ �` Now Or Former)N °
15 489± S y
Williom & Marsho Antinori
ar t' j1jI 445 DB. 7355, PG. 73• • I13
ram„• ` -o j "' .�� 11,G� 't�S.F. Propert one . RA
h in %. W �` ► or o N o.. •' 1'�� j LOT_435 ' Vocontd.. c3` t''�''/.I 0 V•N Oj Vj Q O' • -4 wN ► (GI In 1p i '�4.• •o o•,� v ., O• ko w o a ► k- ,i Fin( 1 303# $.F �sT <O�,cro v `\' -H 1� o -' w o to :II i,, ' 60 �,0 ' �1 17, ✓i' , .moo
`.a O�,O� O S \C? I p rrj !i �1 . ,i1� L 66 39 �o '`^ ���,r �__,_ ,/
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`''cp • 60 ,00 0 _______\°6.75 1 w o o �rI LOT_427 �� <o Q s
\ _ 5.79 54.6., 01- vw ils -% rn ► r A 9t S E 'o05 s, •
1
6 ° . a, r N wao p w ► w A ' cn u+ 4 ' , '\ , 200.00 a�
n(� - l`t"`' r• �..� ♦ 1 -4 W O to -. ► •oF+ -� vN 1 �`
60. is,40 i N -� �, ► cn ,
5 �, o, r w w 14 . lu' cn oco ho -T•1 • \ V , LOT-426
0 p N oo v, `� / 15,
,�c.) �4> en hL. O�• p \ '..J cs , 200 00
°d ti.;�� �; � � N �! �'�' 425 Now Or Formerly i
•2� LOT-958 �° w �o -' �' s s' `�, �� �D LOT- ;,/ Homer J. Prince & Cheri L. Prince
17 7 $± S.F. o i 15,000# S'F DB. 1320, PG. 945
c CP s ".= � � '� 20(?,0' J/ Property Zoned: R mi
A
, j �� �i3° r0 s>� �' � Vacant tl
.3 ST i — p0 t / OT_4
3
a ?_ 0s T _ 78 0' L136#2S F.
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LOT-190 !Al
c') ' LOT-15'9 /r , �s '�` � /" fr
2722 Jz 15,948E S.F. 206
CA r \ . � %(/ //k
L0T-423 �,
O
�, „8 \ • �„ 1 16,118i S.F (�I k
00 u' r o
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j 9>� va r , ►+ to .. a 2 Y
N A., �`i,� d, N. ,�� kil 0 \ / cr r �,o o N I cm �t f'► 17,194E S F• 11' LOT-42S F Bradford A. Koury \
•��,. o. �`S .<, \ ,•. N o o ► o �.� v, "•, ,, 18.458# Da 2099, PG. 699
66 Property Zoned: RA
�� LOT-162 g6 /�-�� r
y r- CO - U, cn o �, A
rj.1 c)(3. vit / % 6,09 •j, if• :', i il ()f19 Vo.ant Now Or Formerly
18 784± S.F. i'/ LOT 176 o cfl _,1 � At / ') , , Bradford A. Kour
r'//' \ \ 13,646+ S .. 54.2 �- �'' ` PG. 69
uto00 • 'r .1
DB. 2099,
16j� cuL� . ifi
/"86 / \ 1��2 to v \*'
F159 91 % A LOT 421.F. Property Zoned:�, Gj5 4, 3, I a9 9 LOT-192 , ► er _ i9,9g6t $ -- •55•=• - ___ WETLAND AREA Residential
f.)
• v, 62•y , „ - 6,407± So/Ft
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LOT-24i e �a 1- 1� ..? - •♦ a,
a I , \ 5 17,274± S. • ��' LOT-420 / ® �� gyp• ,\
�� �� �' 12,784± S.F. ! C4T-414
21,205E S r.., v / i�
LOT-164 ;\ o,
18,6k1± S.F.
1S.F. OT-166 7. �` �,, LOT-193 ' l+a1 _
°� 3,558± S .. , LOT-174 15b. QQ LOT-185 �161t SF. 4,..4, i LOT-411` ,� 15,54 SF. 1 �11 ' ���iof =1i♦• 17,021± S.F. 1 15,972E S.F. .!�. •• ...11�.� 17,572± SF
9 J 1 ,1�- ! :• ►r, '9 ti i F�G erg y
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to '
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C0
Li: o`\ �,, S ea,. _ �. `�, q,.� �� 15,20 ` _LF. �� 1 LOT-410 Residential
\, h• N,� `: 0 15.343E S.F. LOT-17 `�, a LOT-183 ',�6� �8
o �h N. sr 1' 4,467.78 S.F. o . 16.r U 1 15.008.t
c., +I 2 ,��, ® LOT-250 \M 1�5.65 16,675± S.oil ♦ie : 15,494± S S.F. `3 '�`S i►i� `1► ®o �, � - I' SF. it
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FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
100' 0' 100' >00' 3G 0'
■ ■ ■ ■ ■ mommimmili
■ ■ ■ ■ ■
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Michael C. Gallant PE, PA ��,,,�, OYSTER LI‘NDING
Y�tt�1 ���te
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Engineering / Consulting / Design ?`.O�`oF' ss , '��-:
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OYSTER LANDING, LLC
'oz� _ 1508 MILITARY CUTOFF RD rt,,
GALLANTMC YAHOO.COM -.1.\• .:� '
-11 ''.'gar"Se''. . '� SUITE 302WILMINGTON, NC
PO BOX 4039 SURF CITY, NC 28445 ��'-1''t C .. P�;:''t°
910.328.2188 FAX [phone] 28403
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DRAWN BY:MCG
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SECTION "A" SECTION "B"
/ EADRA[NAG AREA
3,580,94 SF.
ROAD SURFACE
171,94 r S.F. /``
00 o0
#/%,e
\AREA
, SF.
ROAD SURFACE
= SI:,377 SF. 1
/ / . •Cl.,_...> Vi...>
Li._ I.,.
C84 38.72 255,00 ' C171 24.38 30.00 s4�J ` ��` `� 'S 2` S ^O LOT244• �a
C85 34.92 230.00 C172 28.36 50.OD 44.Ff AB�Q 5,�. OG / l SSG . `O 15,046t S.F. LOT-247� :.t.
cr
1p ;'O Or i 21205t S.f` °� COT-164
C86 48.54 30.DO C173 24.38 30.00 ••:� �9�l45,`,, O jp sp2j'',6. a 00 \ 13,5581 S.F.
.//
C87 45.71 30.00 C 174 66.37 30.00 / 2SG•2` S CY / ``SO >5,�• BOO 88 O ,o
C88 36.9,' 2§3.99 Cl�§ ?8.97 . 36L99 2 l �if ''� �o /- S., . o '� 35 96l 7
'6, "T` / ° ,G ,.�' �` �.°� :e,0,5. 4.:11).:0. l . \ _ Fn27.48R4 SECTION „C„ SECTION „D„
C89 45.71 30.00 C176 29.00 50.00 2 �8 i00 / / 2��r /S �` 12 I \ •
"�C90 155.05 205.00 C177 21.19 30.00 �S S ' �O ►s C' �� �"3 / 'C91 155.05 205.00 C178 21.03 25.00pF F` ♦ \ I �� •®j _ ,e / s l°l, �,ti�� ••��o MC92 95.61 335.00 C179 21.26 50.00 /� �/ 'p2j >>� ;� it'
4: tn. \0 ,��t •® rcs3 55.86 30.00 — ` �` h' `s " 1 °p o h DRAINAGE AREA MAP AND SECTION GUIDE
- \ . , •
l0 0 , S,c. \ .. _ ` Si,� sr? N H N't0 LOT-250 °®
/ '\ `SO `/ .' `S8 `S`F Ali I I 1� n 23rQ10t S.F.�®
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ROADSIDE SWALEI I t/ + TI r\1 LAGOON AREA rk 7::
\ `1 ` r H- 1 O; O TEMPORARY SEDIMENT TRAP
. , RAPID INFI! TRA 0 \``I I \ N I)))
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E / , i - ��. G� �_ 22.16E Acres i aly f _ rn cntr►w rnWINO
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�' 15,722t S.F. • .... .• TEMPORARY ENTRANCE`ti / / n 1 / ^ .6 j/� ♦ SEDIMENT FENCE
f \ //// 1
/jtrsz Q �� , /� i/: /> u �\ j/ \� %/ ' �- /840r , EXISTING CONTOURS
r •
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/7/ , i'.6, 1 r 'i
s a' •0 r ��� rr N, ' , \ , �nt �_. �1 //�/ j/ /t` a PROPOSED CONT❑1//, /"(0 \ c / a / CONTOURS
Gj61- O \ �'' 7' �.'L ,' i \ g6 �jr i, �' � _ - /j ! EDGE ❑F PAVEMENT
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/' 6 �� \ �- _ \, �i / i r - 1p • 9,� GENERAL PROJECT INFORMATION
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• �O � Al- O -,\ N. -` ,;� \\t\` �-,!'\� 1/'' 'i / .CO ,, LOT-209
� ,,• / / �,; 'rr ,19�`� /"� h-- / � \ j%' � � � PROJECT OWNER.
`\ 2 S� �2.:1,03_7_1.
a` OYSTER LANDING, LLC
h \ _ , , ;� \ _ \ f/ ;; / / \ 0,- 6 ;� 21,2 S-F-
/ / '` O ^1 �` 00 \ - /i "\ ;\-� ` , / // /'. ! ice i 54t�' , \ , \ '--� \ �' ��' Ol\ gP \ 1508 MILITARU CUTOFF RD
' �' �°' � hOh�• �� \ �'u' . J ,1 / '' / -9 2 ia UITE 302
f�- r yh' 0 \. �; / // :; /• ' > > ,o WILMINGTON, NC 28403
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/ -.m- PROJECT ENGINEER: MICHAEL C. GALLANT P.E.
• \, '1 '� \ '�\` /. �' / i ' , PO BOX 4039
♦� OQ�,-�a. //v /
1h• i <, h• / > �\ - \ : \ / SURF CITY, NC 28445
1 � ti p \, i I %/ /, F,0 Z aO ti •-r �, O ' v 1 `L. 5 ,. ' \, .,\% /_ / • r PROJECT SURVEYOR: CLARK GROUP
l ti �l�J ti '' •� •� y`�' '� �O ,�_� , , •- a, / / /if
✓.••, i ,,,��o R \ , 5000 BLUE CLAY RD
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h Gj \(0 z '� / ���� �� �O .•�'' v+ �a 1 ^ S8 4 W►LMINGTON, NC 28404
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$, .R^ ;:.�• PROJECT SIZE: 319 ACRES
0° ' `° - , % / / �h • Ai-'y h°' J 1 1 .`� �/ .. j _ 183;,�2 • s •/30 ®>.,
Cji (� Q ® / �O .2 �A k ��r 0
1 �• '� // ,i d + _�� • ••�•°•� TOTAL LOTS: 1
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FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
Michael C. Gallant PE, PA OYSTER LANDING SD l�o' o° loo' ��oo' 300'
SW4���,,�1tI�1t••,ar•r� • . . • ,.
• . . .....-......
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GALLANTMC( YAHOO.COM � • ••�, 1508 MILITARY CUTOFF RD
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PO BOX 4039 SURF CITY NC 28445 '� ti e•••••• •• 0-
I. 910.328.2188 FAX [phone]
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DRAWN BY:MCG
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N. s p \NJ1 N t° LOT-191 I I Now Or Formerly
?� ,9j " ra ,k �6, �,' ' �/ - 4 r 1+ -... o Li) .. �, c, 422
: •�0 c - • -1- o \ .. cn ,. ory N -'. `� 17,194t S F. 1A O LOT- SF-
SECTION Bradford A. Koury
cv o.co - ! �, \ /,9 3 / Iv 0 m'" ► o a, s I "� 18,458OB. 2099. PG. 699 .T IT "B"
►+ 0 SECTION A
®°• '`� /� \, ��% ✓' 2D.66 �. r rs,v cr cn o� I 00 19c C,6 Property Zoned: RA
1 -\ a v-• r,, P T' - v Vacon t Now Or Formerl
♦ LOT-162 g6 i ? r Iv �" cn T` 6<09 il
108.86-- ,
Formerly
,5 1 784t S.F. , LOT-176 o �o ! 0, . 1 Bradford A. Koury �
S97 8• i -+ v 44 ^v• •
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DB. 2099, PG. 699 jAINAG AREA
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w"tij� i' cA� • r . , 62 y 3t...3 17,0821 S.F. r f �,•, 6,407t Sq/Ft.
00 � / Oa j�
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15,825t S.F.
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i a 5 �. k LOT 420
LOT-247• • �`,` �'. r,. 17,274t S.F. ��' T �a' _ `�'`\ ) 1.2,784t S.F. ✓ / LOB-414 _
21205t S Fr'• ®. ..' LOT-164 �� } _ DRAT GE AREA
® \\ LOT 193 1 i 18,61 l t S.F.
\ , LOT-166 �� ` - /•� � 10,31',197 SF.
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15,547t S F. rn 17,0211 �,_ \ al• = s1.,377 SF.
t S.F. 15,972t S.F. • ,! 7 t .F.175 2 S
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D°� C�, �' \ �, 19,847t SF. 9� •• „' : •• LOT-415 l Property Zoned: R-8M
5 . 6 r LOT-167 ►`, i 7i `,, + z / �/ Residesfiat
�' � F !s p ! ♦ 15,200# S.F.
4 0 1 15,343t S.F. ,� . , �� LOT-410
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rn o
• "� n 15,494t S.F. ® 4-67.78 S.F. �•. 165.�19
c\, H \�. ! LOT-250 ♦ ^ 1c , Q `S'.c` `� `' .% ♦ 15,008t 5....
F
• 5.65 16 675t S.F. F � e � �
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,` ,� ®• ♦ ✓ !-•�, / � �• 1'� i O of n u n n
'' N � '�, :�o LOT-168 I t cr �- i �'1 �► ��1 a �� i / I LOT-409
\\ 16® 56.�.,�-- ^.•�•15,019t S.F. ,'• c� �i 9 b �' +`�. 0.29 ----\ 9 71. ♦ it/
l 18,290t SF%' 1 ®`°, OO •
: 18� 49 ,I1 T �l'72+ I 155.26 '.. 1{ il 468 ' 1,//:, . �ui � L0 1 1 _�i 88.4g
h- �• \ 17,59/1 S.F. \:.\ ,k •, --� .. ..... / /
DRAINAGE AREA MAPAND SECTION GUIDE
Jl / LO OS
LOT-251 I ; ; �., 6 rn ! ,, ': LOT-419• co r- w 's / 19 915t S.F. Now Or Formerly
s*= 1 CULLG N v, >S / y 8 ^, .� �•.�110.03 S.F. t ,.- � c� -.,•
0 9 23• ,725t S.F. • 0 '� 1 17,008t S F , i Sondros Gurgonus Hall
!" 69 PG. 105
�; LOT-252 cs6, I^ ' �� ® LOT-171 i i! \ - �^ ' i �'� l0 I �''-• . Property Zoned: R-8M
`� 17,467t S.F. _ - / •LOT-170 23.129t S.F. •! 13q.51 �, ti s,/ 7�a� • Vacant
T-253 - •,6.8F 8 ' .� �' '�9,619t S F. .® ! ! �•' �' ',4; • „�/9 81� O>
�6t S.F. �`' QB�, �...,, «' '..� I /` • S�
95 6D \`� /'01 I SYL�1: 1 �.i L ®sue �T• sr
. n6•5 v r '• !•� 711'5-
! i \ 17,275t Sfi cb� i` ��► ¢�'" 1 •� �p '
• 3 G� s� o . rl 1
;" O "' Hr O �.� ��� ♦ 1 �! \\ �`i�r ��+'s * 0,799.13 S.F. ,.9 x os N +
118.76
,, / 0
\z/ '
LOT-255 �' '' _ _ A /---- -- ', i cry / 87.6 % ! ,cr
16 648t SF. % ! ^i' / o
.•.• ♦ + Now Or Formerly
ice' ' 16,966t SF. / s / % / °' ti 1a,-
ti--- lc?,
� Ol Jacquelyn Gurgonus Barber L 1-�%`/ _ __ f"' 185 �� !?� / /' '�h 0) g ♦•, 1 486.11 S.F. 1 L SYM.
/ ! �S �Og� �9� o . DB. 2690, PG. 102 - �] I
�- \ / � ` 07 S / o,• co Pro ert Zoned: R-SM
' � v� -� S,�. ,� i yy 1 P Y N72"15'S2"E
_ ,-/ �j __ -- ,..�-. �� ` / - -- �� a�6���93. f/ ., - . Vacant BEARING AND DISTANCE
�a % 199.14'
�. I i 1! •jS�07. • / �` i , PROPERTY/PROJECT BOUNDARY
\ to �.. Ncv 6' .0? / __ / 43 i, '•% •
-^ ! vO v' r- rn _. r' ► 6� 96 �. � !. 1
6
,, ! -� O� G N) Oo N • ` 1. 1sC' SF - \` �) + PROPERTY LINE S
2
1 _J �{. N O 1 S ♦ : • WALE
:0
,� to N rn NI. 0,"6Zc T
LOT-267 `';E$• •.,°' ,�v` to .a 01 <�S� S �\ ??,?s srp? i + -..-.,_.._....
15 722t SF '• -n .•.1'1 :1 i) SO 'F (^ / .-.. a S�C WETLANDS
•
�► 9
�'t :s• •O?6 ♦.98 � ✓ ;/ / ! I.• 6, �,•..••� ` ROADSIDE SWALE
f
1 166 1 `•� <-6-, SF / / /,` • ' l 1 TEMPORARY SEDIMENT TRAP
�•F017 l O TLAND AREA / 07
is7 / 9> �¢ •: ` W/ ROCK DAM
l0 ; 'C �i9 v / 14,518t Sq/Ft. . �p Of
1)
r .
1 8�6� S ' L'I(••. O �.SO . -
�/ // ••, �•� , ' •
...Ss ; + TEMPORARY ENTRANCE EREENI
/ • 1�! ,, q / / /' �Ol �� Now Or Formerly
• 1 • L's.---'i Daniel R. & Gloria J. Salese
i .99, 1�00 % .�.• r I / ♦, �` SQ?6`�OQ i SEDIMENT FENCE
` ! ?s�/�S,c. i / ! , • <�i 'z` ,S 1 ` DB. 1079, PG. 75
�C>l # ♦ SO - i /. ,• �- , �07 .F �, : Property Zoned: R-8M
/ EXISTING CONTOURS
9�/ ?6 i � r-. ! i /" ;� `SO? ',;9 Residential
? S� S9 •-..,•• �, �,�♦, ��!07 j i . / , ‹. +sue S9 I. 1
Q� •F •A "%/ , h +` St01 ` 1 . PROPOSED CONTOURS . ./_ ------
I i �90 �s 07. 1 O)
s• /
•Stss`2>D �•7 -• �QJ / - EDGE OF PAVEMENT
y`, 9 SF .•....at .4•-•;,_--° •� "\ • .33c ? !s O7s 1+ 1
eO 9� ,,� ^? a ItO S // ,3 LOT LINE
se
+ 9 S� Si., O ♦ �' O Al �` /�• i�� �s`07` O ,/ i,. ! �Ols7 SF i
.• •* 09 • 0, e' LOB-209 a' .°�' 0 '\� •iO .•�, •?i? ?per S WETLAND AREA
•• . •
`SZ07`?j �.; `f 21,254t S.F. �O• °°' ..o..".• ?S'00 S / ' 'e • 's6'O-z('''' �
?O'•. . ., '`, /, '• `• ?8 66.lOt ACRES 1
'9 C�` S ♦? / `' # ? `3 GENERAL PROJECT INFORMATION
6 ? � 0 / 0 i,S(' T 1 s .♦33 3 s0 �\
IO i �07` `` LOT-206 '" �'90 / / ! BOO �&" ?s2o SF ; PROJECT OWNER: OYSTER LANDING, LLC
7 77 % ='3., 9$?r ?7p 18.303t S.F. / p :�,S�07. O • � 1508 MILITARU CUTOFF RD
1,7
\, :
� �` 6. ' /' ..� _. ♦ Oy ,3,9 � SUITE 302
WILMINGTON, NC 28403
/ '` 7 1 PROJECT ENGINEER: MICHAEL C. GALLANT P.E.
• °` `• N N.
56 h is ^ ,.. 9 ,�'� is `09...i.
� .8/ / :o ?•
c� c\c\I, iSi� vi d,,i `�•t • y •\ S 9 � PO BOX 4039
Ss
�03 SA � I ni ®-®-. �' 4.
``��1/4 �16 \~`_ \ �07 ?O®SF 0 pj ; SURF CITY, NC 28445
O ra O h� �,® 10 "` / Sg��`,Jg? . , ` PROJECT SURVEYOR: CLARK GROUP
:::
co .T •t. ,�( ®•r h 0 �'\ •\'` ,�`b 8 \ <',S? S,c" 5000 BLUE CLAY RD
'" 4. p°� ,►O• V / a o,°'. �. �`. l �l (OT �♦ WILMINGTON, NC 28404
h•"'� "o. �co� �` '`� / I 013 9/ �'� PROJECT NAME: OYSTER LANDING SD
11
`600� 60 ' �•-..-..— v0• �• cI ai, ! e LOT_ ..64
'� PROJECT ZONING: R-15
?osi:(5.
s4r
\ -`00 h O~ rr �! ► ,►► ♦irk 1 390 ♦-° •i
' 827,2 o ,� ♦: i 1 cb 6,733f S F •
115
. ,,•�51 5
_, 5227 % i••- 1 ROA (OT 1 I „' ••.••' .. �.• 5
�, O l O 389 •. ,� TOTAL LOTS: 1
2233 40 -�'' -74 80 ( I `O 16 093 F ' ic•-'`� •`��.''� (�l
,1 o 25..00 -_---- - l :.. ' ' I ;26851 4m -♦�'•- .�'�'tS.F �. .,�-" •.♦''1• '``° �o LOT-226 a ♦ �••..a.�016 1 �••.,,�--"••° ' ,°-••.,, 15228t SF. . LO1'�22736, :� �! $ � - NOTE: THERE IS A 10 UTILITY/DRAIANGE EASMENT
5 '�• �� ON ALL LOT LINES AND ROAD RIGHT OF WAYS
''°8408"'� .'085 51• 2847 •�'•,....•'R �15,088f S'p 702± ! / ; co61.4S
2 60.67 64.29 '�•'.
I 84 20,702t-`SF. ! .
�'° 965; 1:••--...i ° 0 1 g bi028tri ti ,....,.R,.._......- -•... i'25p�•` /.
•
•
cN, .►► ti Ui o Li 45,37 5 " i �•s. .S r � O��� ®h �° i
Ci 4. 8. j T ••,� .•"'lip ' �, D� �, .o ► �► ►1 vi �r O IO o ► �► ti .'o •.• % "�`-..� ��2.08 1 ►� �� `n c Ui ti• y$2 F 7I./
\, ^' ti P" ►� c0 W i /� _ . •�•,® �'�•' 'Q�° H p(' �.-' Now Or Formerly
ker
11.79- v -.�• I• I �.., - vi o 1c ,► ofr),o'rN o o O D �a�R• :�, �;%/�1 William
633,Lloyd
G. r21
----* 1 PropertyRA4---
6 ROA1) •-•• / ' ' ,\ O 1 ' 10 �.,. 2�'9 Z
58.77 Zoned:
_ 5.00 0
85.00
OT_____) co _..-
/ // \ �� Residential
r 80.o s28 1D3 I \ . #
17 834. / LOT- 81
-- - 0.0069 'A 2
k �� 171 �, 21,
S.F.
0.25 76.Oi' 83.66 —�'' l __ _ _________..Nii,__Ik
60.00 6.00 61 .48 ,i / 30.71/'' �56�
'301 7671 •
/ - - - li54::1-:'e'--'n:N.--':''j-'''I.*j-------t7°°
- - 54
i44".% N (k- ) ) ! / ____.----- .-t-. - Ire
: "� ,\
,`'®'� "� • t` �n /. / •00 •0. ; 92.9` 34. 60.0D '« ' r LOT-380�� `
1
O ^7-; �►► cQ ^� / LOT-373 •� 22,046t S.F.
" v) o ► 'F► l''� 16,594t S.F. �, ► M •; -25.83
.�,.-, s `„v. 0 v) / / ,, r Ly, Now Or Formerly
0 _ �' O / '` o �` • N '� Alvin P. Rochelle & Connie P.
.� 82--__- R, -.� l / J `� � L. .• �', '•L o o ^: Rochelle
Ri 6y ___ �,`co o, -+•
I / `'' , c„ N DB. 2103 PG. 389
y "' ♦ LOT_ I 1 j +It+ �,, rp1S,328t'S6 / / l (OT_ h'g >••` ,! `� �'' Property Zoned: RAIN
SF 15 .372 S c� . �n °a Vacant
co jZO♦S 1 r `35 ,.� / l 1 COT_ 71 psjr
1 CO 354 I (Or_l'f) S 1 SF / j 11 j 406#370'•. ! i'
(OT s / tor_ -_ :i ,,
1:
15 3 •
o ,118ftSF 18,285fL9 ;� H ♦ ,i
NSF
15 8f3 F / �e 15191 8 scor:44----------___• ♦ ♦ ,�,',,
/ '�F O /
�• e (O`�`'1---,' is /, •r_`• � ',�i
T-sei
l 14.769 1 (OT 7 '
SF S,281 SF O
s O �/ Now Or Formerly
( 35 1 ( c / I Connie Porker Rochelle
..••I� 16f O �` 15 S1¢ .366 I DB. 633, PG. 211
SF
i` S.F. 00 WETLAND AREA I Property Zoned: RA
101- 34g V (OT_.- 4.46t ACRESi.
`/ Residential
n ; .86 SF *'
02 '?62 Sr 15
51
1
1/;/ ft ---________
,
-- �
0 i
Z Or a � I b/ // / �� 8S 64 / /
I t ', 15L5OT5—t34S8F / > ,
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\ i• S %•F
, /
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♦ 5x. /
CN
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iii' , •'"•
•,5> • .•0. )1,,,I
iiii e _..1
♦ •`. 0/ Now Or Formerly
- ••... - '� 1ti'''' Edward L. & Susan M. Schultz
: ,�
.__.- DB. 1039, PG. 214 -
c--\ •i �00vf Property Zoned: RA
�\a\
h` / Residential
n/f
David & M.E. Bonzero
Eddington
DB. 1717, PG. 458
n/f Residential
Donald Edward Mercer
� '' C/L OB. 1698, PG. 770
' „, Residential
N
C/L DITCH \
• OF BANK
I
100' 0' 100' 200 300'
■ ■ ■ ■ ■ miiimomm
■ ■ ■ ■ ■
1" = 100'
FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
Michael C. Gallant PE, PA /11 OYSTER LANDING SD
,,�11 TT,T`
....,,1', CARP '°Fr, SW5 __,
0 Engineering / Consulting / Design ;�,�?' Es;o�;�r2y-
__, .
�� OYSTER LANDING, LLC
SEAL = 1508 MILITARY CUTOFF RD
[e-mail] 025572
'•� �,�,E�?•�,�?:� SUITE 302WILMINGTON, NC
SURF CITY NC 28445 '-?"••' •""
PO BOX 4039 ,, �L ,�.�� >.>
'��-�tIt11111lt'> 28403
411110 910.328.2188 FAX [phone]
DRAWN BY:MCG
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DRAINAGE AREA 1 TOTAL WETLANDS 100' WETLANDS OFFSET
=
rn ! 3,580,944SF = 82.2 AC 1,254,453 SF = 28.7 AC 1,080,288 SF = 24.8 AC
N
o ► 1. 28.7 AC / 82.2 AC = 34.9% (>25%)
0000
82.2 AC - 28.7 AC = 53.5 AC UPLANDS
°° ! 53.5 AC / 0.75 = 71.3 AC
N
� I
2. 82.2 AC - 28.7 AC = 53.5 AC UPLANDS
53.5 AC +24.8 AC = 78.3 AC
3. 78.3 AC > 71.3 AC
PROJECT AREA USED FOR DENSITY CALCULATI❑NS FOR DRAINAGE 1 = 71.3 AC i
x SEE STORM WATER APPLICATION r
--\ -------------- 111
I i
235'
i DRAINAGE AREA 2 TOTAL WETLANDS 100' WETLANDS OFFSET R30 R3011 -1 -I.
10,317,197 SF = 236.8 AC 3,241,881.7 SF = 74.4 AC 2,269,476 SF = 52.1 AC ' 28• a
i R 33' 362'
-�- a 30
R 2,0• -- R�'
.
1. 74.4 AC / 236.8 AC = 31.4% (>25%) I R35•
R35 19220 -- 63' i63
236.8 AC - 74.4 AC = 162.4 AC UPLANDS
I R 223' \
162.4 AC / 0.75 = 216.5 AC L
R 299'
R 2,3' 0'
2. 236.8 AC - 74.4 AC = 162.4 AC UPLANDS I R'\
162.4 AC + 52.1 AC = 214.5 AC
! I R321'
R 299'
3. 216.5 AC > 214.5 AC
PROJECT AREA USED FOR DENSITY CALCULATI❑NS FOR DRAINAGE 2 = 214.5 AC i 19'
mr
xSEE STORM WATER APPLICATION i L -..(
a 320'
Q 299• Rxi'
a 35.
Rom' R35• - __ .-..________,,_
R 35'
R 299'
,
•
R 35. 379' - .30.
R 35. R220• R32•
R n' 390'
,S7•
R 32'
R 70•
I-IN' ----__IR xi'
R 35' a 240• R 299' R xi'
\\aa5• /
, 157•
R 35'
174
73' IM'
-\R E D ROAD AREA R8404"ir 429 1•�P°•
Rm9 85,198 SF 197''/\ K
., • 139
"
152. R 30' * /
152•
Rxi' Rid' `/Re RR2!'
RM•2 a35• . R30'
RRPO• ,[ �^DZ• 149' RP4t
R xi' \ R 841' EP
R30' or R •
91• - 4299 T
R!' IM' CD R 299• 199 ..
R9t
�• `, ar ' R xi•R 30'
,�5 y Raw R 39
m.
1Q� ear
L7.4 a2Rk�\ . Rom• ' IR
\�\\ 323' RB a 30' `,
R299
`\ Rear 167• ear
ems
7T ar 167•
R 30'
R 3D•
-\,/ .. ,.
111210
7 '
1 7P
21
GREEN ROAD AREA ' RWt . ear R299 1321
= 263,419 SF Rxi fat 1311.
R 119R
at Rare.
IV 4
979' , 1 A
Ri RiR'
1123' . fat 345' 271' en.e>t 336'
gr&
e 3s
94r l
it
RPM' R xi'
Rxi'
a 35' Rear xiR30
R39
R 35' l/ {J''��
R 35. --"\ R • �.J '
UlR Z•1' R 35•
R 30' 45
, �' or
6t
R 30' R 35' R xi' i R 33•
T / xi7 \35:\\•
R 219' / 'R70a
35.
11340
R xi
R 220' � R 30' R3P0•403' R 2.
/ R30•Rear--• R291•
732' R 30, 121'
7 19R•
114' 69 R xi
415 19Y
415' R 30'
R30• /` RMO'
92' t
R35 1 //
op, R22R�} ffi-
V " 'iM' I R33' R30' / i+
1
R
R 241' 219' _ A
R 3p• R30•
//�ya F.
_... 1142 s2•' R S3'
R219•
/ /f/T:
97' ` a
2D0'
11320
R 2,1'
2BR.
lit P99' ' 1• 2D8'
' R 53' R 42'
-50..cR 12• 1•
R JO. CYANR❑AD AREA
'� R53• 10,606 SF
•
R 30'
�5•
N
IN
i7 • R33
4,)
es..
R P1R3'21• I; R ' 3LUE R=AD AREA !, °R' R3MRi!
Ran. , = 117 ,430 SE 49
111111130
I,` R219' Rxi• �•
f>t 2
R 30'
430' R 2n' 424•
479 R ot I490 kir R 299'
�` RP99• R sr ` iR= 4
Rom' 1R7•
1111
11330
R 3R'
R 32'
417•
N'
R 331'
R 709' 11310
50•R/V
6R'
P3!' :V SvnLE
Q P99
179 'WALE
1/14 1/4a
R Rea'
1/4: 1/4:
t11' RE97' �/� R300• Rxi al
f 2'19' �• / �7, R30' ; !7Y R35. 3`1 -SFRl.11ER- 62'"N�SPIMLi RWD D 6• _ :1
OE
l3R7• �i1 116--� 4 r,' R SECONDARYC OYSTER LAROSS SECTION
R❑ADS s"0U°ER
'170 .IT 1...............„
R� RED ASPHALT MATERIAL IS SF 9.5 A
p' e3r
R 241' Q 3P0',
114
gi
23 R2•
R28•
q1 50'R/V
er
RR!' . 22' SWALE
6'
332 'Y �IV4E 1/41 1/41
f xi• T
fIN 1/4, 1/4:1
diro34
6'DnSE COIRSE•110
3-1 ' vO.LOER- 2'•3R1141,T R040 -y1p06' 31
MAIN COLLECTOR ROADS OYSTER LANDING
Rr % 35 Rm. CROSS SECTION
,/ NTS
ASPHALT MATERIAL IS SF 9.5 A
MAGENTA ROAD AREA P� R30•
= 208,670 SF Rxi'
54' f30 R141/9•
r
R xi• R OW
314'
419'
R R10•
R
R 790 N•
R90 .
174'
I I 215.
I1- -1= 1=11- _ =11EI E11.
-III-II=1111E-111-111_ - 3:1 111E111E111_111- 34 pE - 11E EIIE _-- a1aE=- Slop I s\ p -111= r-V=- =1-1=HE _11- S�Qp 6 AS�oI _� 11 E1I1E11E11E►1EI11EIE 11- f 31 111L-11EI1EI 1II-111-1 IE=111E111=11E111=111-111- f 3 -111=111 I11l11 111 II I1-11E11I�11=1E111=111-_- -111=1IEIE11E11IA1LIIF isTI-II, E -IIm11=111= -I 1 E T a T s T a 11a t El11=
LEI I LEI I EI I a I EI I I-I I I-1 I E T=__ I I I=1 11-III=11 E111= =1 I EI - 1-111=1 11-111=111=1 I I-I I E I I-1 T I__ -111=111=111911=111=-1 11=1
- -I EI I EI I ElE I E I EI I I-1 11-I I E I E I E111=1 I - 11a 1 EmE_111-1 I E I E I E I 1=N E-_- 11=111=1 T 1=111-
I EI I EI I EI I E111�11-111=11 EI I EI I EI I E111 I Ia l 1-111-111-111-111=1 T E_--m=1 T El I a T 1=111
I EI I L-11E11 EI 11=1 I EI I EI I EI 11-1 I EI I, 11-111=1 I Ei I Elll-111=1 T E T 1=1 11=1 T EI T
mI I I-1 I EI I Ia l E111-11 EI 1 EI 1= " -11E 1 M 1 E111=111211=111E 11=
- -11 H 1 IE III- =111=t=1 T ht I I�
N SWALE CROSS SECTION
I 1 I-
ROAD SIDE SWALE CROSS SECTI❑N FOR PROPERTY LINE N.)
DIVERSION
NOT DRAWN TO SCALE
NOT DRAWN TO SCALE
NOTE: ALL SWALES ARE TO NOTE: ALL SWALES ARE TO
BE LINED WI TH EXCEL SI OR MAT BE LINED WITH EXCELSIOR MA T
. . . ■ . imilmmom
■ . . ■ ■
NOTE:THERE ISA 10' UTILITY/DRAIANGE EASMENT
ON ALL LOT LINES AND ROAD RIGHT OF WAYS
FOR REVIEW BY PERMITTING AGENCY RELEASED FOR CONSTRUCTION PRELIMINARY PLAN/ NOT FOR CONSTRUCTION
I
Michael C. Gallant PE, PA OYSTER LANDING SD
•
{ill ,,AA111111,7,,,
,,
__,
Engineering / Consulting / Design o E�, �`
� :Q° °'EAL °v(�' OYSTER LANDING, LLC SW6 __,
� 7 1508 MILITARY CUTOFF RD
GALLANTMC@ YAHOO.COM 025572
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•
PO BOX 4039 SURF CITY NC 28445 4' '' '.'rw: ;• .1_, ....'"-.." SUITE 302WILMINGTON, NC
1111111111111 �,,r/�,, C� ,1G���v~4 28403
910.328.2188 FAX [phone]
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