SW8050518_Approved Plans_20160701

SURF CITY, NORTH CAROLINA
PR"oJECT LOCATION: PENDER COUNTY
OWNER
TOWN OF SURF CITY
214 NORTH NEW RIVER DRIVE
POST OFFICE BOX 2475
SURF CITY, NORTH CAROLINA 28445-9821
[phone] / [phone] (fax)
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
130 NORTH FRONT STREET, SUITE 202
WILMINGTON, NORTH CAROLINA 28401
[phone] / [phone] (FAX)
SURVEYOR
CHARLES F. RIGGS & ASSOCIATES INC.
202 WARLICK STREET
JACKSONVILLE, NORTH CAROLINA 28541
(910) 455-08771 [phone] (FAX)
C.1.1 COVER & SHEET INDEX
C.3-0 OVERALL SITE PLAN
C.3-1 CHARLIE MEDLIN DRIVE PLAN & PROFILE
CO3.2 TORTUGA LANE ROUNDABOUT &
TORTUGA LANE PLAN & PROFILE
C-3.3 TORTUGA LANE PLAN & PROFILE
C.3.4 SITE, DETAILS 1
C.3.5 SITE DETAILa e.
CAO EROSION CONTROL PLAN
CA1 EROSION CONTROL DETAILS
C.5-0' STORMWATER PLAN
C-5-1 STORMWATER DRAINAGE AREAS
C.5.2 STORMWATER DETAILS
LEGEND
EXISTING
PROPOSED
••••• -'- - --
PROPERTY LINE
�...__. ,... �.25
MAJOR CONTOURS
------- __.__ __
MINOR CONTOURS
2
SEDIMENT FE 4CE
SF -----
TEMPORARY ROCK CHECK DAM
-
ROAD CENTERLINE
--
ss
SANITARY SEWER
--- SS ---
MANHOLES,
5-1-
CLEANOUT
-------- .. r , t r ___.....----------- -----
WATER
w
WATER VALVE
N
:
WATER METER
FIRE HYDRANT
. •• ••
STORM PIPE
DROP INLET
JUNCTION BOX
JB
TEMPORARY INLET PROTECTION
- - - oe - - -- -
OVERHEAD ELECTRIC
UTILITY POLE
FINAL DESIGN
BEFORE YOU DIG! NOT REMASED FOR
NC ONE CALL CONS N
(TOLL FREE)
Ord
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DOW
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VICINITY MAP
SCALE: 1 "=400
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{OR 1-800-632-4949} � �t�rtt�+ ' ; ���+e�urrrwe1+DATE MARCH 1, 2011 SHEET C.1.1 PROJECT NO. 041. 09. 016
ITS THE LAW!
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WATER LINE
M ", TORTUGA LANE PLAN & PROFILE
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EXISTING 7HE KAREN WIA&EY SEA 7URU
PARKINT, LOT
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flip Via.
NOW OR FOFi�LY
BATIS PROPE"ES INC
DIM W; 477. PAGE 177 i NOW OR FCF49 .Y
MW OF SURF CM
DEM BW 2415, PAGE 182
PROPOSED
STa2MWATER
SYSTEM
TORTUGA LANE
DEWcA= OW R/w
I FORMBRI Y
104 PAGE
NOW OR FMIEWY
D lLuvm am;PAW 2w SEE SHEET G.3,2
TORTUGA LAW PLAN & PROFILE
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NQIN OR .fOR1�I�k.Y (
S�#.IVAN ARQ R
DEER 1 168�i,, PAS 266
c�
PROPOSED 24'
ASPHALT DRIVE NDGS MONUMENT
�
"MONKS AZ MK" 2OQ1
PROPOSED -- __ NORTHNG: 25878 5.40 d
SANITARY-` `-------- -- FASTING: 2432957.91
------
SEWER LINE FUTURE DRIVE __.. ��� M' s
(BY OTHERS)
1 �
J� PROPOSED 8' I
MOUNTABLE CURB
PROPOSED NDA$OUT WITH
4 ROUNDABOUT
201 ASPHALT DRIVE
ECM ....
SEE SHEET C, 3.1 -- _`------�-- ---
S► FUTURE DRIVE CHARLIE MEDLIN DRIVE PLAN & PROFI — '
PROPOSED 24 (BY OTHERS) ,
Q ASPHALT DRIVE
I EXISTING WOODEN ! o
Now ORFORMAERI.Y APPROXIMATE LOCATION i a �
I BRIDGE s
R ME" RANI& M� 7RUSM Er AL4F EXISTING WATERLINE
DEED BOOK 1748, PAGE 72 EXISTING CONCRETE
24' SIDEWALK PROPOSED WATERLINE # 1?
PROPOSED CONNECTION I �'
ASPHALT DRIVE WATERLINE I D
FUTURE DRIVE --
(BY OTHERS W
-_
NOW FMM: Now OR to
DEED MOK 347 PAJ 330 DEED BOOK 155 PAGE 172 ......,......a..'�.a,,,_ " _ _
MFLIN _
SS
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II OW ;R/W (AWNS„ --) ne S
4
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BUTT .JOINT
SEE DETAIL 3 f C.3, 5 u
EXISTING ASPHALT
# EXISTING GRAVEL DRIVE
DRIVE ENDS IN EXISTING TRANSITION
I CUL—DE—SAC FROM ASPHALT TO
NOW ORPOMMY
GRAVEL DRIVE -
Rr L "ttr A I PROPOSED SANITARY of SEWER LINE PROPOSED SANITARY
SEWER 'LINE
CONNECTION
d
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. RIGGS' & ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# I--2981).
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY -- NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIER TO COMMENCING CONSTRUCTION.
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDCT, LOCAL, STATE, ANSI FEDERAL STANDARDS AND
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT O 1CUMENTS
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(5) 'WHERE NEW CURBING AND GUTTER ARE TO BE INSTALLED ADJACENT TO EXISTING GUTTER, CONTRACTOR SMALL MATCH
EXISTING GUTTER LINES AND SHALL FACILITATE POSITIVE DRAINAGE,
(6) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(7) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(8) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES,
(9) CONSTRUCTION OF ANY AND ALL RETAINING WALLS AND HEADWALLS SHALL BE COORDINATED WITH ENGINEER AND
GEOTECHNICAL CONSULTANT, CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 72 HOURS PRIOR TO COMMENCING WORD
ON RETAILING WALLS AND HEADWALLS.
(10) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH,+CAtOEINA GENERAL STATUTE 113A
51--66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL. PLAN, THE CONTRACTOR
SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN` AS PRESCRIBED BY NCDENR. A COPY
OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DI'L.AYED AT THE JOB SITE AT ALL TIMES.
(11) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW :SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200
L.F. INTERVALS.
(12) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS
WITHIN 15 DAYS OF GRADING ACTIVITIES.
S
(13) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(14) TRAFFIC CONTROL DEVICES SHALL THERETO.
BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL -DEVICES AND
AMENDMENTS OR SUPPLEMENTS
O. PROPER TRAFFIC CONTROL OL [DEVICES, SI NS ETC,, SHALL BE INSTALLED TO
-
INSURE PUBLIC SAFETY,
NOTE: TOPOGRAPHICAL AND BOUNDARY SURVEY
INFORMATION PROVIDED BY CHARLES F, RIGGS &
ASSOCIATES, INC. (CHARLES RIGGS P L S. I-2981).
INFORMATION PROVIDED FOR ENGINEERING DESIGN
PURPOSE ONLY. NOT FOR RECORDATION.
BEFORE YOU DIG!
NC ONE CALL
(TALL FREE)
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(OR 1-800-632-4949)
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CONSTRUCTION DIMENSIONS INV. OUT 24.40
AND DETAILS
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SULLIVAN RICHARD R
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DEED BOOK 1988, PAGE 256
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INV. OUT 24.19'
PROPOSED
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INSTALL APPROX. 36 L.F.
TO R TU G A LANE
ASPHALT
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OF 24 RCP O 0.25X
DEDICATED 60' R/Wr
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I PROPERTY CORNER
�I (') FUTURE SIDEWALK
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PROPOSED DI-2 �00
RIM 26.85
j INV. IN 24.10'
NOW OR FORMERLY tNv. OUT 24.i0'
I THE KAREN BEASLEY SEA TURTLE I NOW OR FORMERLY
RESCUE AND REHABILITATION CENTER INSTALL APPROX. 117 L.F. SULLIVAN RICHARD R
l DEED BOOK 3249 PAGE 229 I OF 18' RCP O 0.25X DEED BOOK 1988, PAGE 256
1 �
(DWQ PERMIT #SW8 091206) I
INSTALL APPROX. 207 L.F.
OF 24' HOPE O 0.25X
PROPOSED J13-1
GENERAL NOTES:
RIM 30.00° �
INV. IN 23.59'
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. RIGGS & ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# 1-2981). -- a ' INV. OUT 23.59'
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY NOT FOR RECORDATION. _ _ -- .-. --.- - - - - -- -- - -- -- () -
2 CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION. �" _ -` - �•�'� - ` `� `- ~- -�- --•- -•._. .,..,, � �- �- ______-�. " �-` `' �- I
(}3 ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND f �
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL 3E 3:1 OR FLATTER. DRAINAGE EASEMENT
PROPOSED 10 STORMWATER
�
(5) . CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING I \ III ( I I I
UTILITIES. INSTALL APPROX. 205 L.F.
7 ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 24" HOPE O 0.25X
51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROLPLAN. THE CONTRACTOR ��; / I I 1 99
SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY 101
OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
8 CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 NOW OR FORMERLY NOW 0 FO EL I
L.F. INTERVALS. SURF CITY J I I ( I
TOWN OF ! I I RCS °� AL JPAL S EVE PME � CORP
(9 ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS a , _ OW OR FORMER f.. , ,• I � � I I I I DEEP BO K 3476 P, iGE t3o
WITHIN 15 DAYS OF GRADING ACTIVITIES.
DEED BOOK 2415, PAGE 162 I I I`°-` OWN OF SURF C I I I 1
I I ::.
(10 CONTRACTOR IS RESPONSIBLE FOR DISPO
SAL OF ALL DEMOLITION AND WASTE MATERIALS. DE BOOK 2415, PA E 3f 2 I I
1 • ,rr I 1 1 11 ! � I
INSTALL APPROX. 29 L.F.
f OF. 24' HOPE O 0.289 I .�
III I I 0 I
1 1 I
INSTALL 24' HOPE
alldf !�1 ,• --.. _. FES & RIP RAP--
--..
INV. OUT 23.00SEE DETAIL 1�C.5.2 ~, 1 I 1
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PROPOSED M-2/ >-
RIM 30.00 [I II C� I
INV IN 23.08 I I {emo I I BEFORE YOU DIG!
^ C I �. I I I INV. OUT 23.08'
4,.. ..a. �, .: t '�;. • -----._ � 111I I I I EXISTING POND �. � I I I ,-
{ -� ° * ate•.,,, , % I SURF CITY COMMUNITY CENTER `� I I 1 � � 111 ! 1 I I NC ONE CALL
r' ,• ° , / I t I I (DWQ PERMIT #SW8 050518 MOD) I(J I I I I j I (TOLL FREE)
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Li ♦ ?'�,� 0
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50' 0 50'
,..!• ' ;::�. SCALE OF MAP MAY BE REDUCED
w • ,� ' `• / DUE TO METHODS OF REPRODUCTION. (OR i-800—s32-4949)
SHEET C.3.2 FOR
'TRUCTION DIMENSIONS
DETAILS
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NOW OR FORMERLY
ROCHELLE JAMES L JR ET AL
DEED BOOK 1554, PAGE 172
w
EXISTING GRAVEL
DRIVE ENDS IN
CUL-DE-SAC
61 •
NOW OR FORMERLY
EIR I PR POSED ASPHALT MEDLIN DANIEL M TRUSTEE
DEED BOOK 1748, PAGE
j EXISTING TRANSITION FROM
j SP LT TO NAVEL
LIMITS CONSTRUCTION
► ' 27
I V 23.26 _------
� � a • , t ..� ASPHALT DRIVE
ch •""=' •L:. •` •'''' """• *---4 ---- BEFORE YOU DIG!
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27 ----- --- , 0
_--- ----�. 25-----__
28
0
.__ ♦:�: '� .. SCALE; 1 = 50
50' 0 50'
INV 24.22p HARL.IE MEDLIN DRIVE
60' R/W (ASPHALT -- PUBLIC)%
SCALE OF MAP MAY BE REDUCED (OR 1-800-632-4949)
DUE TO METHODS OF REPRODUCTION. IT'S THE LAW!
REVISION 1 -SHEET C.5.0
A. REVISED DRAINAGE AREA
CALCULATIONS.
STORMWATER POND OVERALL DRAINAGE AREA
TOTAL AREA 14.71 ACRES
IMPERVIOUS AREA 5.45 ACRES
PERCENT IMPERVIOUS 37%
WEIGHTED C 0.57
SHEET NO.
C.5.0
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} NOW OR FORMERLY }
THE KAREN BEASLEY SEA TURTLE }
RESCUE AND REHABILITATION CENTER }
DEED BOOK 3249, PAGE 229 } I
(DWQ PERMIT #SW8 091206) }
}
_ } I
}
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. RIGGS & ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# 1-2981). -- - }
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION. _ _ _ _ _
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION. } }ECM
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, . LOCAL, STATE, AND FEDER*%L STANDARDS AND fi/q
REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS. i I
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER. }
ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER. }
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR }
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING }
UTILITIES.
(7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A }
51-66) THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR 1 G1 }
SHALL ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY
OF THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT T'''E JOB SITE AT ALL TIMES. } }
(8) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 NOW OR FORMERLY I 1.
L.F. INTERVALS. TOWN OF SURF CITY }' }
(9) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS
WITHIN 15 DAYS OF GRADING ACTIVITIES. _ DEED BOOK 2415, PAGE 162 }
(10 CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS. _ }
1
6 /1
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EXISTING POND IN, I
SURF CITY COMMUNITY CENTER 1 1 I I }}
(DWQ PERMIT #SW8 050518 MOD)
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EIP .. EIR 1 PROPOSED ASPHALT MEDLIN DANIEL M TRUSTEE
DEED BOOK 1748 PAGE
}
EXISTING TRANSITION FROM
CORP
30
/ / + ASPHALT TO GRAVEL
/ :..
LIMITS OF CONSTRUCTION
J S f
:. '`';�,'•►' EXISTING
`'�► K.• F. ASPHALT DRIVE
• � yt` /' w ylyryw• �ris . iYi s•a.YM�i ,d �iiA�it Y a ., v•ice
• M� ` •'i1?rr Y.Yiri'.wGii aY
NOW OR. FORMERLY
ROCHELLE JAMES L JR ET AL
DEED BOOK 1554, PAGE 172
EXISTING GRAVEL —
DRIVE ENDS IN
CUL—DE—SAC
EXISTING GRAVEL � ' .1,`,`i""�;,"''•"'--;--*�, T '.a`_ L'_,.*a.' :`;'•."� , .","'.:�--�— • _ �--- .
WTHIN RIGHT OF WAY 's"` �';;�' `- '' ` ••, < ,�''''"` .
TO BE REMOVED OH A R LI E M ED LI N DRIVE
60,
R/W (ASPHALT -- PUBLIC)
NOW OR FORMERLY
SULLIVAN RICHARD . R
DEED BOOK 1988, PAGE 256
.+.mot - `� 5' .£ �tr K+ 71no�a
100
OW
OR FORME
oWN OF SURF
DEt BOOK 24159 P
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
SCALE: 1" = 50' v u
50' 0 50'
SCALE F MAP MAY BE REDUCED (OR 1-800-632-4949)
DUE TO ' THODS OF REPRODUCTION. ors THE LAwt
1A
rEVE
NOW 0 ERL
RO`<AL PALMS PME T CORP
DEED BOOK6 PAGE 330
I
F-- I
II I
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V)
I
IIZ I
ct BEFORE YOU DIG!
m I NC ONE CALL
(TOLL FREE)
0.
SCALE: 1' = 50' 0
50' 0 50'
SCALE OF MAP MAY BE REDUCED (OR 1-800-632-4949)
DUE TO METHODS OF REPRODUCTION. ITS THE yaw!
IIEVISION I SHEET C&A
A. REVISED DRAINAGE AREA
CALCULAIIONS,
STORMWATER POND OVERALL nRpiNer.F AREA
TOTAL AREA 14.71 ACRES
IMPERVIOUS AREA 5.45 ACRES
PERCENT IMPERVIOUS 37%
WEIGHTED C 0.57
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STORMWATER COMPLIANCE EVALUATION
ENTIRE SITE POST DEVELOPMENT CONDITIONS
OVERALL AREA = 1,050,184 SF / 24.11 AC
IMPERVIOUS AREA = 214,656 SF f 4.93 AC
% IMPERVIOUS = 20.4%
POST DEVELOPMENT IMPERVIOUS AREA
DRAINAGE AREA 1
OFF —SITE KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
DA SIZE = 68,000 SF / 1.56 AC
IMPERVIOUS AREA = 51,851 SF / 1.19 AC
% IMPERVIOUS = 76.3%
SUB —DRAINAGE AREA 1
SUB —DRAINAGE AREA 4
SUB —DRAINAGE AREA 3
SUB —DRAINAGE AREA 2
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EROSION CONTROL QUANTITIES-
(1) LIMIT OF DISTURBANCE: 11.11 ACRES
(2) SEDIMENT FENCE LENGTH: 755 LINEAR FEET
(3) SOIL STOCKPILE: 2
(4) SLOPE DRAINS: 9
(5) TEMPORARY CONSTRUCTION ENTRANCE: 2
(6) REI,NFORCEMENT MATTING: 1,200 FT
(7) INLET PROTECTION: 1
(8) COIR FIBER ROLLS: 5
DRAINAGE AREA
1
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TOTAL AREA AC
11.24
12.12
IMPERVIOUS AREA AC
3.09
0.50
% IMPERVIOUS
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4.1 %
TREATMENT VOLUME CF
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N A
STORAGE VOLUME CF
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1 N/A
GENERAL NOTES-—
(1) TOPOGRAPHICAL & BOUNDARY SURVEY INFORMATION PROVIDED BY CAVANAUGH & ASSOCIATES, P.A. (DAVID ALLEY P.L.S.
# L-4492), SUPPLEMENTED BY TOPOGRAPHICAL INFORMATION OF ADJACENT AREA BY CHARLES F. RIGGS & ASSOCIATES
INC. (CHARLES RIGGS P.L.S. # L--2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR
RECORDATION.
(2) PER U.S. ARMY CORPS OF ENGINEERS ACTION I.D. #200500145, NO JURISDICTIONAL 404 WETLANDS WERE FOUND TO EXIST
ON SI TE.
(3) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
(4) CONTRACTOR IS RESPONSIBLE: FOR MEETING ALL CONDITIONS SET FORTH UNDER THE GENERAL STATE STORMWATER
DISCHARGE PERMIT (NORTH C:AROL.INA GENERAL STATUTE 143-158.1) INCLUDING MONITORING AND REPORTING
REQUIREMENTS SET FORTH THEREIN.
(5) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51---66)
THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(6) REINFORCEMENT MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1. SEEDING SHALL BE USED FOR ALL
SLOPES FLATTER THAN 2:1.
EROSION CONTROL -
MAINTENANCE PLAN-
(1) CONTRACTOR TO CHECK ALL EROSION AND
SEDIMENT CONTROL PRACTICES FOR INTEGRITY
FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL EVENT, OR AT A MINIMUM, ONCE A
WEEK. ANY REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN THE FUNCTION OF
THE DESIGN MEASURES.
(2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM
THE SEDIMENT FENCE WHEN IT BECOMES A
HALF OF A FOOT DEEP AT THE FENCE BASE.
SEDIMENT FENCE TO BE REPAIRED AS
NECESSARY TO MAINTAIN PROPER FUNCTION.
(3) THE SEDIMENT FENCING AREA AND COLLECTED
SEDIMENTS WILL BE REMOVED AND BROUGHT
TO GRADE AFTER THE CONTRIBUTING AREA
HAS BEEN PROPERLY STABILIZED.
(4) ALL SEEDED AREAS WILL BE FERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
(5) CONTRACTOR TO SWEEP AND KEEP CLEAN OF
SEDIMENT THE ROADWAY ADJACENT TO THE
PROJECT SITE AS NECESSARY.
SCALE: 1 " = 50'
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I LITATION CENTER - FORMWATER
SURF CITY, NORTH CAROLINA
PROJECT LOCATION: PENDt.ROUNTYCAPPROXIMATE
FLOOD ZONE AE
(EL 8)
OWNER ItA+t +t+++,?. f
KAREN BEASLEY SEA TURTLE RESCUE LEGEND
+ +
AND REHABILITATION CENTER c� aeoaoseo _ _Lo
PO BOX 3012 PROPERTY LINE
-�---zs---- MAJOR CONTOURS —46-- � �
822 CAROLINA BOULEVARD z� � aRaEcr AREA
------26----- MINOR CONTOURS
TOPSAIL BEACH, NORTH CAROLINA 28445. LIMITS of oisroRenNCE goo —
[phone] / (910) 328-1 000 (FAX) seoiueNr FENCE sv
— ROAD CENTERLINE
WETLANDS
ENGINEER � - - — _
FORCEMAIN — FM
CAVANAUGH & ASSOCIATES, P.A. seweR LATERAL— ur-
130 NORTH FRONT STREET, SUITE 202 s^"iT"R' SEWERcr_
WILMINGTON, NORTH CAROLINA 28401 OO MANHOLE ��
[phone] / [phone] (FAX) aEnNouT �
�. WATER — W _
w I
WATER VALVE N o I —
SURVEYORem WATER METER .""'
CHARLES F. RIGGS & ASSOCIATES INC. FIRE NroRnNr Ix
STORM PIPE
202 WARLICK STREET DROP INLETFm J.N. BnTrs RD.
JACKSONVILLE, NORTH CAROLINA 28541 reMaoenar weer PROTECTION
[phone] / [phone] (FAX) oircH --- —
SHRUB B
TREE FENCE —
SHEET INDEX �——
VICINITY MAP
C.1.1 - COVER & SHEET INDEX CLEARING uMirs SCALE: 1'=400'
C.2.1 - EXISTING SITE PLAN
C-3.1 - PROPOSED SITE & UTILITY PLAN (OVERALL PHASE 1)

LOD LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L1
45.89
N29042'32"W
L22
486.34
S60'17'28"W
L2
54.83
N60017'28"E
L23
200.00
S29'42'32"E
L3
44.89
S52'11'11 "E
L24
304.81
S60'1728"W
L41
29.71
S63'08'14"E
L25
137.41
S26'59'19"E
L51
31.90
S81'03'31 "E
L26
86.75
S75'30'01 "E
L6
30.55
S86'1844"E
L27
43.00
S14029'59"W
L7
13.44
N 33'48' 03"E
L28
86.10
N 75'30' 01 "W
L8
23.97
N17'05'12"W
L29
168.72
N26'59'19"W
L9
30.76
N72.29'04"W
L30
271.69
S60'17'35"W
L101
27.82
S89'339209#W
L31
28.62
S89'08'48"W
Lllj
43.61
N60'31'19"W
L32
64.45
S74'48'05"W
Ll 21
745.45
N 60'17' 2S"E
L33
32.06
S71 '45' 11 "W
Ll 31
10.71
N29'42'32"W
L34
18.74
S71'13'29"W
Ll 41
44.25
N15'17'28"E
L35
39.31
S65'39'23"W
L15
518.33
N60'17'28"E
L36
37.88
S85'01'08"W
L16
47.04
S74'42'32"E
L37
18.36
N79'06'19"W
L17
282.22
S26'41'30"E
L38
24.11
N66'25'39"W
Ll 81
49.43
S18*18'30"W
L39
14.96
N45'39'06"W
Ll 91
15.00
N71'41'30"W
L401
29.69
N52'0017"W
L20
95.41
N35'2356"W
L411
24.17
N56'34'46"W
L21
200.34
N26'41'30"W
ECM 4: L2
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NOW OR FORMERLY SULLIVAN
WILL ESTATE 95E182
4235- 26-3103-0000
DEED BOOK 43, PAGE 010
ZONE PD (PENDER COUNTY ZONING)
APPROX. J13,9901SQ. FT I
WETLANDS (ON -SITE) j
`� ;_ _ / f
%� f f
L34 L33 t
L32
z �
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S60'1735"W 536.09'
i
NOW OR FORMERLY
BATTS PROPERTIES INC
PIN 4235-22-7321-0000
DEED BOOK 477, PG 177 t
ZONE RA I
t
SCALE: 1" = 50' ,
50 0 50
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
O0
(OR 1-800-632-4949)
IT'S THE LAW!
N60"1 7' "E 870.00'
GENERAL NOTES:
(10)
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO
(1)
TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS &
WATER MAIN STANDARDS FOR A DISTANCE OF TEN {10) FEET ON EACH SIDE OF
ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# I-2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN
THE POINT(S) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
PURPOSE ONLY. NOT FOR RECORDATION.
AT THE POINT OF CROSSING.
(2)
WETLANDS SHOWN ON SITE AS DELINEATED BY NEEDHAM ENVIRONMENTAL, INC. (TOM GULLEY
(11)
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24"' SEPARATION FROM
NCLSS#1256) AND APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS
BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
(3)
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION.
(12)
THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
(4)
CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH
CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENTATION & EROSION CONTROL
DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
(5)
CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED EVERY 200 FEET MINIMUM AND AT LOW POINTS
NATURAL RESOURCES.
ALONG SEDIMENT FENCING.
(13)
ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH
(6)
ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN FIFTEEN (15) CALENDAR
CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
DAYS OF GRADING ACTIVITIES.
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
(7)
WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
SPECIFICATIONS AND DETAILS.
PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION
(8)
LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN
CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS
(14)
EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1.
PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE:
SEEDING SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE
(15)
CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
M.U.T.C.D.
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED
(16)
BUILDING DIMENSIONS ARE SHOWN AS APPROXIMATE. REFER TO ARCHITECTURAL
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM
PLANS FOR EXACT DIMENSIONS.
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(9)
CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH
SIDE OF THE CROSSING.
LOD LOD LOD LOD LOD L15 LOD LOD LOD LOD LOD
D� Cod
L12 OJT ECM 1
--L }8 _L -L L2-2L OD- -LOD LOD -- - -
I 1
f z z
f < O z
1 >
f / o
BASIS OF BEARING
NORTHING
FASTING
ELEVATION
ECM 1
255201.50
2432214.02
30.10'
ECM 2
255027.79
2432313.15
ECM 3
254596.64
2431557.49
0
N/F c; o°0o 't-
KAREN BEASLEY SEA TURTLE RESCUE AND f � �� "' N (n too Q z
REHABILITATION CENTER f L w >- 0)o °- O
PIN 4235-14-8984-0000 f N ;y w U M v c1
DEED BOOK 3249, PG 229 �' +`� <[ I `r -.�
ui
ZONE RA _ OwN0 z
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CLEARING LIMITS
I
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....._. .w_......._...,,._. ..._ .,..., ._ -- S60'17 28 W 333.91 -
r
I
w_...._.-_ _.......: M..x
EXISTING 45' -.
•'`-:.._._ ri Q �
zzlsUTILITY }
-- _ NOW OR FORMERLY -�- - ,� EASEMENT
NOW OR FORMERLY ---��-- _.._ � � v'' - � ....�'`` _ _ -.,.
BATTS PROPERTIES INC TOWN OF SURF CITY ,... j"' ``7C[ �"
PIN 4235-24-7029-00-00 ----� - -- _
PIN 4235-23-1997-0000 .� "'��• .f � - y � - .r.....Y.--' � ^� _� N f
DEED BOOK 477, PG 177 -,� � DEED BOOK 2415, PG 162 �. ^� o
ZONE RA .� ��, ZONE G1 -- ,.-
Lo
EXISTING SURF CITY
GRAVEL ACCESS ROAD _ ` - `� PIN 4235-34-0733-MONO
� � ��} � ROYAL PALM DEVELOPMENT
COMMUNITY CENTER 1
1 AT COMMUNITY CENTER f BUILDING ` 1 DEED BOOK 3476, PG 330
----ui
E-MH (ROYAL PALM)
_... z
_ RIM 30.66'
w
r }.. - x , c� N INV. OUT 25.85'
f•`l`` -.,,t LLa, ,,:y I... ..«. - ft3 C3� ( ..._._. {.. __..__'. _ ___- - ._._. 0 d
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ROYAL PALMS z a
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EXISTING POND,`f
SURF CITY COMMUNITY CENTER-`
Ill
i I (DWQ PERMIT #SW8 050518) I
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SITE LOCATIONS
NORTHING
EASTING
BUILDING CORNER #1
254927.77
2432014.45
BUILDING CORNER #2
255079.16
2432112.28
LOD LINE 'L1'
254730.47
2431481.13
OPEN SPACE TABLE
LABEL
PHASE 1 (SQ_ . FT.j
PHASE 2 (8Q. FT.1
A
9, 000
3,500
B
3,000
3,000
TOTAL
12,000
6,500
ANTICIPATED SCHEDULE OF CONSTRUCTION
BEGIN
APRIL 2010
COMPLETION
I NOVEMBER 2010
APPROVED TREES
ROYAL EMPRESS
YELLOW POPLAR
ARAPAHO RED CREPE MYRTLE
LIVE OAK
* SHRUBS TO BE PLACED PER SURF CITY ORDINANCE
ECM 4
PROPOSED STORMWATER
WET
LAND
SEE SHEET C.4.1
0
U
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o ui
ui
w
Vl
o
N � N
30' REAR YARD SETBACK
N,
d-
�) 5' LANDSCAPING SE K
Z
wow QIIM
ECM 3
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
(OR 1-800-632-4949)
IT'S THE LAW!
CLEARING LIMITS
GENERAL NOTES: (10) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER
(1 ) TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS & SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TOWATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF
ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# I-2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN THE POINTS) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
PURPOSE ONLY. NOT FOR RECORDATION. AT THE POINT OF CROSSING.
(2) WETLANDS SHOWN ON SITE AS DELINEATED BY NEEDHAM ENVIRONMENTAL, INC. (TOM GULLEY (11) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM
NCLSS#1256) AND APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. (12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENTATION & EROSION CONTROL
DEMOLITION AND GRUBBING ACTIVITIES SHOWN. PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
(5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED EVERY 200 FEET MINIMUM AND AT LOW POINTS NATURAL RESOURCES.
ALONG SEDIMENT FENCING. (13) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN FIFTEEN (15) CALENDAR CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
DAYS OF GRADING ACTIVITIES. APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
(7) WATER, SEWER, AND STORMWATER PIPES .TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
SPECIFICATIONS AND DETAILS. PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS (14) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1.
PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: SEEDING SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE (15) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR M.IC D
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED (16) BUILDING DIMENSIONS ARE SHOWN AS APPROXIMATE. REFER TO ARCHITECTURAL
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM PLANS FOR EXACT DIMENSIONS.
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(9) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH _ _ _ _ _ _ - ^ _ _ _ _ _ _ _ _ _ _
SIDE OF THE CROSSING. {ISTING 8" PVC 8" WATER LINE TO BE PROVIDED BY SURF CITY. _ _ _ _ _ _ _
WATER MAIN WITH 8" X 4" TAPPING LOCATION APPROXIMATE
SLEEVE AND VALVE ASSEMBLY
k.
•._ ._-_ .......-....,....._....«.._.......... ...__.__-•.-.- - «..,.........,...,....,,., .. _-----------------•........................„............_...... ,.,...._ ..._.....................................
-...,,.... _., _.....,...._..-_... ,..-., ..,,._.. _.,...._-._...._._...-»..- ..__...._, ..__.-._...._---._- .___...._..._.-.-,-.-_...,- ._•... _.-._......._«,. ..........,...........,._«_»..,...«._.._».....-......_.,e___._•-.»_.-...._, ....-_ _.-
1N t r----------.._---.»•----•- w t i -..-._.,., t 1 ? tit i tfd 4 i V'd �` '� �? � i 'i f` t 'Iti , F
_ «.._.._ _._..__ _.....r..._,.... W � r
APPROX. ' 2,239 SQ. FT. OF 5' WIDE CONCRETE INSTALL APPROX. 104 L.F. OF 4"
_ TORTUGA LANE (66' ROW) SIDEWALK (NOT INCLUDED IN THIS PROJECT) C900 PVC WATER SERVICE LINE
(PROPOSED ASPHALT BY OTHERS) - SEE DETAIL 5 - - - - - - - -
EXIT ONLY DRIVEWAY INSTALL CLEANOUT
C-7.5 SEE DETAIL 2 O
if f 20f WATER METER LANDSCAPING ISLAND C•61 --- --- FM-----
e APPROX. 41 28 (TYP•) SEE DETAIL (APPROX. 183 SQ. FT.)
A • 17'28 yh=••J' .:�'f: ,i .:a•:�r r . < � _.�:Y ✓ 'KL ! •-l'*•+•''
... ,. 65,
.sJ•' 1•. ' i • •M• '• 2f:
'Y
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t + -.••::5..
.••
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tl `,yr+'� i i i.►♦ii ♦i p rar i♦ r 1 q ` ` ` ` rF tai p > a
'�� ♦ ♦ ♦ r . . ♦ .SEE SHEET C.6.1
♦ i r ♦.- ` ♦ " .- i > : " v - . ♦ ♦ ♦ 1 i , * i `.. ` r " ♦ ♦ e " OPEN ♦ •' a . e ` a ♦ " . ' ♦ ♦ ♦ 4 . ` a
BUS PARKING BUS PARKING BUS PARKING INSTALL APPROX. 30 L.F.
,, p ' ♦ r ♦ • ♦ , ♦ ♦ ♦ e ♦ w ♦ ♦ F ♦ a o
p-% ♦ F „ ♦ • p ♦ . . .--------- 50' TYP. * ♦ . SPACE
" " ' ` ` OF 4" SDR 35 PVC GRAVITY
♦ tl + ri`♦ • - 4" WATER METER > ♦ ♦ 'B, ♦rm�tl`aia°♦ ♦"♦`♦b♦`
' PROPOSED 15' WIDE I 3 . ' - ! _ " SEWER LATERAL ® 0.80
A • ♦ R10 18 TYP. SEE DETAIL • b w r r r ♦ ♦ ♦ ♦ r i
e R10' LANDSCAPING ISLAND 18� DRY UTILITY CORRIDOR INSTALL APPROX. 65 L.F. OF 1" 1 �,' . ♦ r , . . r ♦ r r �`r ♦ e
• R17' APPROX. 403 SQ. FT. �-� 9' TYP. ` ♦ - < - w ` . . tl ♦ r i a > INSTALL
8 (•) 40 FRONT YARD SETBACK ( ) (BY OTHERS) C900 PVC WATER SERVICE LINE ♦7.1 • .� , _ - ._ • m - ♦ - r ♦ - m ♦ - - F r r r ♦ a . ♦ - " CLEANOUT 2
R4.5 _ .. r r p i>. r F a p r>
,.- "42•,: r..•.. !.- ♦s-t-.� .r�.•-,�-•-•-e.,-•-•-•;. .a SEE DETAIL
. A: Y: j. • Y •.,.h• J•. : t. , a ail.: ,
C.6.1
i•
8 TYP. _ d ' 'r •V.
tl
6r•
♦'•♦ a ••
• t > ~ /� ,y(� {�� e- 8 8 - f' � 9 � � � 8 � � 8 ;;`. A /�i� /p. ;. � S � ® ®,ae� ,;:L :� � � r:;+•:',.. �. L'r - � (C'� ' }4 a a i s• `� r
w.• � � 8 � �7• M � �e �t � ® � � �� �-VTV '•Q � � ® Z:1+ . F '1 y i . r � � , i�.l. i � r T � ! �{.->,ti .-! • � � if �`'8 ♦ '•%' �'• /�y y . < s . .>
l ✓•• �'0• `R•
•�_� ,,.:•. ,:.•.,.. , tJ:: x ;§„ ♦ a ♦ - • FUTURE 16 L.F. OF
r r ♦ • i # r r , � • '►•'T�1 � • •� '�r' `.Swl�♦ .w �� •��•• • ��. •`s•• ! a ��•. �I♦ �� � ... � ... l... ! , r < ! ,
r tl . :.~.? ♦ ♦ b A ♦ ♦ r • •. . ::.. - - .t.: +` ;�i.":a .'.'•t.:. _ iv ...�• R4 5' {�j •�
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�r a
♦ •t•
t. ` t.
••'1 ♦ . ♦ F ♦ •V 4 SDR 35 PVC
'e �,�[
♦r > =�: . ♦ ♦ ♦ e ♦ -:• ., •:•♦•:♦ INSTALL A •1 AND A 4 ��' � `
_ -. ' , r SEWER LATERAL
e - • «- _ ABOVE -GROUND RPZ BACKFLOW <.' �"
.., ..•
*- - ♦ R8 ' •LANDSCAPING ISLAND ` ' - '' �. INSTALL APP X 127 L F •°.FUTURE
. >•
i, r ,<. s o .•a• t • r r
♦ F♦ F . e , e♦. °,♦. �' .•..•e•♦ RE •. e•P'e ,. •re•
t $ ♦♦ ♦ i =�;'i>-` (APPROX. 201 SQ. FT.) :•:`:•.-:•:••• P , R► . . • ..• `.r` o CLEANOUT
80 36 . a. CLEAR AND TURF 11 <t� a ♦ , ..._,_.'• , 'HOT PROTECTOR VAULTS - 5 6 S 35 PVC -•° • a -
_-
.. .. _vt T "
A • •` T
' _ . i ♦ ♦ F ♦ r . .,• , •_. . °K-3
BUILDING CORNER - O S
L_ .. " ♦ 9 OF OR GRAM Y . - ♦
r KEEP EXISTING ♦ " ♦ "� ♦ > r • ,° ♦ ♦ ♦ ♦ ♦ . `.♦♦ -.y : SEE DETAIL >�. ° ... , . < ... , < , , SEE DET L
h #2 SEWER LATERAL 0,80� tl a ` ♦ C.6.1
' ♦♦ p
® :* 4 TREES (TYP.) ♦ ♦ ? r0 e r ♦ 4 ♦ r, ♦ ♦ «: :•::r:. :`-`•-•`-'•'-'-`•'•'-'-`-'
:� : - r - 11' <: A. ♦ `� '!>..:::.+: •.': :�:�: � ' 25 .7.1. ♦�• INSTALL CLEANOUT -`• ' .
♦ . • . e . a ♦ • e ♦ v
',� ®♦ i ♦ a - F ♦ <:• •FUTURE BUILDING. AREA °•`•` ° SEE DETAIL P 5 e..,.•* ♦ -t--♦ -
® GRAVEL TO ♦ ♦ r . ;`��;•_�; f :'` '';< ,::�•::
r • tl . 8,346 SQ. FT. P, • i 3 <•.,:;, 'rt�,.' ; :: .. 4 ; 6" SDR 35 PVC SEWER LATERAL 2 f?'. • . _ ° . . "..1. Lu
GRASS to ♦ r ♦ .;;:Y':,t.'t•:.: r. -
22 tt r . ♦ 88 °.;.•. -;.. a .....R.�. •r . CONNECTION BY OTHERS.fi.1 r $' . _ _ _ - - - - - - - - `-
t� TRANSITION 1 ':, Q ♦ ." r♦: :-:°: < '�'�`
ca • . • -♦• FUTURE . ♦ N
, <
p g '� ♦ a , ♦ .... , < , _ .'..._. 4 :.. M' PROPOSED BUILDING P i R5 -
- ( ') :air ♦ ♦ ♦ ,'...:INSTALL APPROX. fi 855 S FT♦ .::♦ : g � ♦ g'-1MPERVIOUS AREA' . `.
r SEE 9:` tiY iQ - ♦ i . ♦ " ...... ♦ ♦ ♦ OF CONCRETE SIDEWALK :80�-•'a .:'-:...'` ��• (TYP) ♦ . : 5,850 SQ. FT.
i DETAIL - ':::SEE':4 ® _
A ♦ ♦ . tl ♦ • �t r DETAIL •. , p ,,. �
t <
C.7.5 `
. ♦ F r J ®r ♦ • .- 5 ;.':. a 36 --- ' m
. ♦ ♦ ♦ • • •_-! „♦ `i OPEN ♦ e .� 't• ... , �� ` •m. ` ''�.-.•♦• ♦ -� � ,<
a .$ . •e• _ - .. ♦° .s. '2wi 160 '•<•.°e'•-�'�a.:e ` e . i"''
R '
♦ e e SPACE R .. ♦ $ -
v
e ,
.
C.7 5 �<. �
• GAZEBO ' ' `' ` " `' FUTURE 86 L.F. OF
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22 e I ♦ . " \s; r r i g 14 �'Q _AREA _ > C. 5 8P .� .(TYP.) "•' . i . " "
j ♦ , :r i . . ' . F SEE DETAIL `,r ♦ 6 Q ""` DOG064 --EARED
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I , MOUNTABLE 25' LANDSCAPE INSTALL APPROX. SEE DETAIL 4
`. R9 CURB SKIRT AREA 39,205 SQ. FT• GRAVEL 22 R25=•�=-x ♦ , • F PROPOSED CONCRETE
5 5 SEE DETAIL 4 PARKING AND DRIVEWAY C•7.5 R10' ' ,$i'12vr + a i `, DUMPSTER PAD
1 C♦7,4 •�.,•tl•-rir♦• SEE DETAIL 7
117'
Irk 91 &LAL-a "-0 0-01 01 01 04�_o 041�-O-" tom-® 04)-o 0I 04�4 -®-e 0-6-0 a 4-& GI 84�-G, $ ` .� °,. C.7.5
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LANDSCAPING ISLA
S6Q 1.7 35 W 53♦({.� HANDICAP HANDICAP VAN S8� 17 28 vv 333.91 -
PROJECT NOTES:
SCALE: 1" = 30'
30' 0 30'
SCALE OF MAP MAY VARY
UE TO METHODS OF REPRODUCTION.
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(APPROX. 347 SQ. FT.) PARKING STALLS ACCESSIBLE PARKING
1. THIS PLAN REFERENCES A SURVEY BY:
CHARLES RIGGS & ASSOCIATES INC.
202 WARLICK STREET
JACKSONVILLE, NC 28541
[phone]
2. OWNER: KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
3. APPLICANT/DEVELOPER:
KAREN BEASLEY SEA TURTLE: RESCUE AND REHABILITATION CENTER
MS. JEAN BEASLEY
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
PARCEL: PENDER COUNTY PIN: 4235-14-8984-0000
DEED: 3249/229
SURF CITY, NC
ZONED: RA
USE: VETERINARY OFFICES (PERMITTED)
4. ZONING DATA FOR RA (RURAL AGRICULTURAL) ZONE
CRITERIA
REQ'D (SEC 4,131
PROPOSED
MIN, LOT AREA:
20,000 SQ. FT.
3.99 ACRES C
MIN LOT WIDTH
100'
200' C
MIN. FRONT YARD
40'
40' C
MIN. SIDE YARD:
20' 25' IF ABUTTING STREET)
20' (C
MIN. REAR YARD:
30'
30' C
MAX. BUILDING COVER:
40%
8.02% 16.18% FUTURE
MAX. BUILDING HEIGHT:
35'
< 35' C
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
(CONCRETE) SEE DETAIL
SEE DETAIL 1 2
VC. 7.5 C.7.5
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
6. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING .BUT NOT LIMITED
TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH
REPRESENTATIVES OF THE APPROPRIATE PARTIES.
7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
8. CONTRACTOR SHALL OBTAIN GEOTECHNICAL ASSAY PRIOR TO COMMENCING WORK. THE GEOTECHNICAL
REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS, AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH
DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC.
9. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
10. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO ENGINEER AT THE TIME OF PLAN PREPARATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED
BY ANY OTHER SITE FEATURES.
PHASE 1 PARKING TABLE
TYPE
NUMBER
DIMENSIONS `
NORMAL
31
9'
X
18'
45' ANGLE
11
9'
X
18'
HANDICAP
6
9'
X
18'
HANDICAP VAN ACCESSIBLE
2
9'
X
18'
BUS
3
12'
X
50'
11 ♦ ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION.
12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIVIL AND ARCHITECTURAL PLANS.
13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND
DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND
FEDERAL LAWS AND APPLICABLE CODES.
14. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY
OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
15. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO
PAVEMENT, STRUCTURES, ETC. TO REMAIN, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND
PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE,
CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO
DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START.
17. CONTRACTOR TO INSTALL ANY AND ALL REQUIRED DRIVEWAY CONNECTIONS TO TORTUGA LANE AND
JEAN'S WAY.
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PROPOSED STORMWATER
WETLAND
SEE SHEET C.4.1
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NC ONE CALL
(TOLD FREE)
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IT'S THE LAW!
OPEN SPACE TABLE
LABEL
PHASE 1 (SO. FT.)
PHASE 2 (SQ. FTe
A
90000
3, 500
B
3,000
3,000
TOTALI
12,000
F 6,500
CLEARING LIMITS
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GENERAL NOTES: (10) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO
(1) TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS & WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF
ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# 1-2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN THE POINT(S) OF CROSSING, A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
PURPOSE ONLY. NOT FOR RECORDATION. AT THE POINT OF CROSSING.
(2) WETLANDS SHOWN ON SITE AS DELINEATED BY NEEDHAM ENVIRONMENTAL, INC. (TOM GULLEY (11) . SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM
NCLSS#1256) AND APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. (12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENTATION & EROSION CONTROL
DEMOLITION AND GRUBBING ACTIVITIES SHOWN. PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
(5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED EVERY 200 FEET MINIMUM AND AT LOW POINTS NATURAL RESOURCES.
ALONG SEDIMENT FENCING. (13) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN FIFTEEN (15) CALENDAR CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
DAYS OF GRADING ACTIVITIES. APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
(7) WATER, SEWER, AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
SPECIFICATIONS AND DETAILS, PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS (14) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1.
PREVENT A. TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: SEEDING SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1.
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE (15) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES 1N ACCORDANCE WITH
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR M.U.T.C.D.
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED (16) BUILDING DIMENSIONS ARE SHOWN AS APPROXIMATE. REFER TO ARCHITECTURAL
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM PLANS FOR EXACT DIMENSIONS.
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(9) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH
SIDE OF THE CROSSING. {!STING 8" PVC _ 8" WATER LINE TO BE PROVIDED BY SURF CITY.
-WATER MAIN WITH 8" X 4" TAPPING LOCATION APPROXIMATE
SLEEVE AND VALVE ASSEMBLY
- - - - - .. - - - - ._.._... - - __- -__.--_------. �• _ ..__._..__..-. • '-_-.__ .............................. _.. __ _......_ ..._,__.......... _
wtr Ark
APPROX. 2,239 SQ. FT. OF 5' WIDE CONCRETE INSTALL APPROX. 104 L.F. OF 4"
TORTUGA LANE (60' ROW) SIDEWALK (NOT INCLUDED IN THIS PROJECT) C900 PVC WATER SERVICE LINE
(PROPOSED ASPHALT BY OTHERS) - SEE DETAIL - - - - - - -
EXIT ONLY DRIVEWAY INSTALL CLEANOUT
(C�.7.5LANDSCAPING ISLAND SEE DETAIL 2 O
-- `
LANDSCAPING ISLAND LANDSCAPING ISLAND LANDSCAPING ISLAND (• 20' �X. 84 "WATER METER LANDSCAPING ISLAND C.6.1 FM ------- FM --- FM ----
APPROX. 213 SQ. FT. APPROX. 153 SQ. FT. (APPROX. 227 SQ: FT.) ' APPROX. 41 28 ((TYP.) SEE DETAIL � (APPROX. 183 SQ. FT.)
.}a/•+S � L- ..Y :.- }: �.!`t':��:•• i�'�•-: .L .R •.♦,-_,.• :p..a. •w: <K:f, r•;n.-.
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(TYP.) (TYP.} FJRY;••r%a^ a:K� Yw •x,�..K� .,..rr .7.1.
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♦ . » BUS PARKING BUS PARKING BUS PARKING ♦ ♦ . . . . r ♦ r . .
♦ Y ` » Y ` - i - 11 '$ . ,. » r » a » » .INSTALL APPROX. 30 L.F.
» 7 e ' 6 » » `g` - » » ` ` 50' TYP. � " r + • r ` i SPACE. » r ♦ r . ` Y » . OF 4" SDR 35 PVC GRAVITY
t3 ` ' ♦ » ' » ' PROPOSED 15' WIDE I 3 4 WATER METER . r B . » • • • • ♦ SEWER LATERAL ® 0.80%
+ R10 18 TYP. SEE DETAIL • - a . Y r » r . . . » . »
g R10'T LANDSCAPING ISLAND 18• _ DRY UTILITY CORRIDOR INSTALL APPROX. 65 L.F. OF 1" 1 �,' ` a ' ` r » Y » ` r Y r ` +' r „ ♦ ° P ` i ',j►` W ' » " �g
A ( •) 40' FRONT YARD SETBACK R17 (APPROX. 403 SQ. FT.) => 9 �'• (BY OTHERS) i C900 PVC WATER SERVICE LINE . _ ` - + ` . " . ` Y • r ` r ` r " • r r r ♦ . » . . , r INSTALL 2
22'- R4.5'- •7.1. Y + CLEANOUT
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SEE DETAIL
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r 4.V4 . ..r_- . �- arr� ��+f: r!� �.- r a..�s +P`+e°rv•°r°°♦•' • :f.• r » . ♦o.v r _ ♦+♦•ti >,`+^:.t.. _ .3-. - ii.:. •i.:: ..L. ~.t. +,1 ♦av�.+: • 4 SDR 35 PVC
':�iY » .r r 4 Y -.•-,::,: ... a ~.• -»,.. INSTALL A 1 rAND A 4 ::::=�::;_ �' ; » .
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8 •• .•. , .. ., .: PRE _ `,•A•
VENTOR WITH TWO SEPARATE INSTALL APPROX. 127 L.F.°♦°••� FUTURE 2
80' g 36' 4 ». 26 ` 11' � ;' 1� . ♦ .' .(APPROX. 201 SQ. FT.) ` -:- ' . • • " ' . ` . r ` 0 CLEANOUT
*. _ „! i-� ♦ y :r HOT BOX PROTECTOR VAULTS .g :;� 5
8
1 Y r r r < _ , w - : OF fi SDR 35 PVC GRAVITY . O
5 �' s ♦ {. » . . ♦ . _ - , , , . , e `'.• :+, SEE DETAIL 3 �� ° .... ' .. , .. , . P r . r SEE DETAIL
BUILDING CORNER J • C6.1
y;; P + r ♦ ��ry, ,_* SEWER LATERAL � 0.80% :� r »' ♦ 0
,gi ® 11' ;_ ' • . - • r�: 25 .7.1. • :Y r » r �.
s ' INSTALL CLEANOUT (' 6w•
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g ; ::• FUTURE BUILDING AREA,+ •,• - '�►" SEE DE
g r . `:•:•� 8,346 SQ. FT. f ,• x.
- TAIL �'." • E--
" SDR VC SEWER LATERAL ` 2 �.' Y rg W
INSTALL APPROX.: < T
.r 4 . , . •,• .Yt:...y... �f. ;':: :'-.x;':4f: �'� _ ; r » • �88 b o .. f;' . , .` r+' , . , .. , CONNECTION BY OTHERS •g` '` G.fi.1 4`�- - - - - - - -
24,270 SO. FT. GRASSPAVE 22 22 ' 43 ` . ' , » ' `� - _ tie ''^ $.+♦ + • ' ,,
.. .,
$ PARKING AND DRIVEWAY • :; _ • » ' - '"+•"' '` t'� f-- » Y
e g., r . r P . » , , . , . ..% PROPOSED BUILDING Y RJ FUTURE ,
T 'INSTALL APPROX. fi 855 SQ. F '. i'3 IMPERVIOUS AREA
:OF CONCRETE SIDEWALK ,:•` TYr�.'
r »`»"♦`♦'.`, ♦` •80 ( ) 5850 SQ. FT. f Y N
g . . r » » I Y - Y » .>�J r , . , r • SEE DETAIL .. » , • 47 _ - . Q» :?" fit... ''-
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LANDSCAPING IS » * • r r' ` i ' ` . " :',° , ' + OPEN ... ` + . ` • 160 r P +' e +
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g $ r . Y r • GAZEBO ,f $ • w
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g LANDSCAPING ISLAND LANDSCAPING ISLAND r- =• • - gitig $ g DISPLAY - '•'•'THIS SHEET,•,a:�a+
• APPROX. 258 SQ. FT. APPROX. 307 SQ. FT. ° r . , a e P ` r♦ • TYP. r
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a » . •, . ',. • _ r., .: • . » - » ` ♦ `. g. AREA SEE DETAIL ' •:•:( , } . ' <° . ` ♦ 6 DOG --EARED
g (TYP.) (TYP.) 18' » » > . a » • , . •. . » "DOG-EARED"
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13 I � MOUNTABLE 25 LANDSCAPE INSTALL APPROX. SEE DETAIL " s � � .. r "
5 5 CURB SKIRT 4 AREA 39,205 SQ. FT. GRAVEL 22 4 R25 z�`_,,,,:;x ♦ ' Y `» PROPOSED CONCRETE
®®gggggABg®ggi'�9g88AeAgggg�► SEE DETAIL PARKING AND DRIVEWAY �7_ R10' ♦•A- 12'♦♦ `�`+ DUMPSTER PAD
11T 9 C.7.4 +®•,'»'i`i•YY SEE DETAIL 7
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�.®9 53
'35 »UV ' LANDSCAPING ISLAND HANDICAP HANDICAP VAN EIP
S6a 17 S60'1728"W 333.91'
(APPROX. 347 SQ. FT.) PARKING STALLS ACCESSIBLE PARKING 1
SCALE: 1" = 30'
30' 0 30'
SCALE OF MAP MAY VARY
UE TO METHODS OF REPRODUCTION.
PROJECT NOTES:_
1. THIS PLAN REFERENCES A SURVEY BY:
CHARLES RIGGS & ASSOCIATES INC.
202 WARLICK STREET
JACKSONVILLE, NC 28541
[phone]
2. OWNER: KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
3. APPLICANT/DEVELOPER:
KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
MS. JEAN BEASLEY
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
PARCEL: PENDER COUNTY PIN: 4235-14-8984-0000
DEED: 3249/229
SURF CITY, NC
ZONED: RA
USE: VETERINARY OFFICES (PERMITTED)
4. ZONING DATA FOR RA (RURAL AGRICULTURAL) ZONE
CRITERIA
RE 'D (SEC 4.1.Zj
PROPOSED
MIN. LOT AREA:
20,000 SQ. FT.
3.99 ACRES C
MIN LOT. WIDTH
100'
200' C
MIN. FRONT YARD
40'
40' (C
MIN. SIDE YARD:
20' (25' IF ABUTTING STREET
20' (C)
MIN. REAR YARD:
30
30' (C
MAX. BUILDING COVER:
40%
8.02% 16.18% FUTURE
MAX. BUILDING HEIGHT:
35'
< 35' C
I/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
(CONCRETE) SEE DETAIL
SEE DETAIL 1 2
�_7_5 C.7.5
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
6. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED
TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION NTH
REPRESENTATIVES OF THE APPROPRIATE PARTIES.
7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
8. CONTRACTOR SHALL OBTAIN GEOTECHNICAL ASSAY PRIOR TO COMMENCING WORK. THE GEOTECHNICAL
REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS, AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH
DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC.
9. THE. PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS,
10. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO ENGINEER AT THE TIME OF PLAN PREPARATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED
BY ANY OTHER SITE FEATURES.
PHASE
2 PARKING TABLE
TYPE
NUMBER
DIMENSIONS
NORMAL
111
9'
X
18'
45' ANGLE
11
9'
X
18,
HANDICAP
6
9'
X
18,
HANDICAP VAN ACCESSIBLE
2
9'
X
18'
BUS
3
12'
X
50'
11. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION.
12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIVIL AND ARCHITECTURAL PLANS.
13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND
DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND
FEDERAL LAWS AND APPLICABLE CODES,
14. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY
OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
15. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO
PAVEMENT, STRUCTURES, ETC. TO REMAIN, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND
PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE,
CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS, CONTRACTOR IS RESPONSIBLE TO
DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START.
17. CONTRACTOR TO INSTALL ANY AND ALL REQUIRED DRIVEWAY CONNECTIONS TO TORTUGA LANE AND
JEAN'S WAY.
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SCALE: 1" = 20'
20' 0 20'
SCALE OF MAP MAY VARY
UE TO METHODS OF REPRODUCTION.
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
(OR 1-800-632-4949)
IT'S THE LAW!
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PROPOSED STORMWATER
WETLAND
SEE SHEET C.4.1
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PROJECT NOTES-:
1. THIS PLAN REFERENCES A SURVEY BY:
CHARLES RIGGS & ASSOCIATI=S INC.
202 WARUCK STREET
JACKSONVILLE, NC 28541
[phone]
2. OWNER: KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
3. APPLICANT/DEVELOPER:
KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
MS. JEAN BEASLEY
PO BOX 3012
822 CAROIiNA BOULEVARD
TOPSAIL BEACH, NC 28445
PARCEL: PENDER COUNTY PIN: 4235-14-8984-0000
DEED: 3249/229
SURF CITY, NC
ZONED: RA
USE: VETERINARY OFFICES (PERMITTED)
4. ZONING DATA FOR RA (RURAL AGRICULTURAL) ZONE
CRITERIA
RE 'D (SEC 4.1,7
PROPOSED
MIN. LOT AREA:
20,000 SQ. FT,
3.99 ACRES (C)
MIN LOT WIDTH
100'
200' C
MIN. FRONT YARD
40'
40' C
MIN. SIDE YARD:
20' (25' IF ABUTTING STREET)
20' (C
MIN. REAR YARD:
30'
30' C
MAX. BUILDING COVER:
40%
8.02% 16.18% FUTURE
MAX. BUILDING- HEIGHT:
35'
< 35' C
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
CLEARING LIMITS
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5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
6. THE OWNER/CONTRACTOR SHALL BE FAMILIAR NTH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED
TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH
REPRESENTATIVES OF THE APPROPRIATE PARTIES.
7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
8. CONTRACTOR SHALL OBTAIN GEOTECHNICAL ASSAY PRIOR TO COMMENCING WORK. THE GEOTECHNICAL
REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS, AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH
DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC.
9. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
10. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO ENGINEER AT THE TIME OF PLAN PREPARATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED
BY ANY OTHER SITE FEATURES.
LANDSCAPING ISLAND
(APPROX. 347 SQ. FT.)
w
11. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION,
12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIVIL AND ARCHITECTURAL PLANS.
13. DEBRIS SHALL NOT BE BURLED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND
DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND
FEDERAL LAWS AND APPLICABLE CODES.
14. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING .EXCAVATION (TO BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY
OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
15. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO
PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND
PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE,
CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO
DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START.
17. CONTRACTOR TO INSTALL ANY AND ALL REQUIRED DRIVEWAY CONNECTIONS TO TORTUGA LANE AND
JEAN'S WAY.
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CONNECT TO EXISTING 8" PVC 8" WATER LINE TO BE PROVIDED BY SURF CITY.
WATER MAIN WITH 8" X 4" TAPPING LOCATION APPROXIMATE
SLEEVE AND VALVE ASSEMBLY
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36' APPROX. 2,239 SQ. FT. OF 5' WIDE CONCRETE INSTALL APPROX. 104 L.F. OF 4
TORTUGA LANE 60' ROW) SIDEWALK (NOT INSEE DETAILCLUDED IN THIS PROJECT) - _ _ C900 PVC WATER SERVICE LINE - - - - -
- - - ( - _
(PROPOSED ASPHALT BY OTHERS) 5
EXIT ONLY DRIVEWAY INSTALL CLEANOUT �o
SEE DETAIL
I 2
20' WATER METER LANDSCAPING ISLAND C 6 1 op ------ FM --- FM ----- FM FM ----- FM
' APPROX. 41' 28' (TYP.) SEE DETAIL (APPROX. 183 SQ. FT.)
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R17' LANDSCAPING ISLAND 18' DRY UTILITY CORRIDOR I INSTALL APPROX. 65 L.F. OF 1 INSTALL
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SEE DETAILSEWER LATERAL 00.80% ^
♦♦ 3 . ♦ ♦@ aora» BUILDING CORNER #2 (TYP.)♦ ♦ ♦ ♦ ♦ .... . . . . ♦ ♦ « NSTALL CLEANOUT �♦♦a ta ♦@♦ «25 SEE DETAILREA.a.FUTURE BUILDING A2
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TRANSITION
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-INSTALL APPROX- 6,85�SQ. FT. PROPOSED BUILDING R5 IMPERVIOUS AREA♦t(TYP) (TYP.) 51850 SQ, FT.
SEE DETAIL
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(APPROX. 347 SQ. FT.) PARKING STALLS ACCESSIBLE PARKING '
(CONCRETE) SEE DETAIL 2
SEE DETAIL
1
C.7.5 C.7.5
SCALE: 1" = 20'
20' 0 20'
SCALE OF MAP MAY VARY
UE TO METHODS OF REPRODUCTION.
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
L1 �
(OR 1-800-632-4949)
IT'S THE LAW!
PROJECT NOTES:
1. THIS PLAN REFERENCES A SURVEY BY:
CHARLES RIGGS & ASSOCIATES INC.
202 WARLICK STREET
JACKSON VI LLE, NC 28541
(910) 455- 0877
2♦ OWNER: KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
3. APPLICANT/DEVELOPER:
KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
MS. JEAN BEASLEY
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
PARCEL: PENDER COUNTY PIN: 4235--14-8984--0000
DEED: 3249/229
SURF CITY, NC
ZONED: RA
USE: VETERINARY OFFICES (PERMITTED)
4. ZONING DATA FOR RA (RURAL AGRICULTURAL) ZONE
CRITERIA
REQ(SEC 4.1�.7)
PROPOSED
MIN. LOT AREA:
20,000 SQ. FT.
3.99 ACRES C
MIN LOT WIDTH
100'
200' C
MIN. FRONT YARD
40'
40' C
MIN. SIDE YARD:
20' (25' IF ABUTTING STREET)
20' C
MIN. REAR YARD:
30'
30'(C)
MAX. BUILDING COVER:
40%
8.02% 16.18% FUTURE
MAX. BUILDING HEIGHT:
35'
< 35' C
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (C)= COMPLIES
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.
6. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED
TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH
REPRESENTATIVES OF THE APPROPRIATE PARTIES.
7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
8. CONTRACTOR SHALL OBTAIN GEOTECHNICAL ASSAY PRIOR TO COMMENCING WORK. THE GEOTECHNICAL
REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS, AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH
DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC.
9. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
10. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO ENGINEER AT THE TIME OF PLAN PREPARATION,
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED
BY ANY OTHER SITE FEATURES.
11. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION.
12. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS. ELEVATIONS TO BE CONFIRMED WITH CIVIL AND ARCHITECTURAL PLANS.
13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND
DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND
FEDERAL LAWS AND APPLICABLE CODES.
14. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY
OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
15. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO
PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND
PAVEMENT TO REMAIN, AND TO PROVIDE A SAFE. WORK AREA.
16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING
CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE,
CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO
DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START.
17. CONTRACTOR TO INSTALL ANY AND ALL REQUIRED DRIVEWAY CONNECTIONS TO TORTUGA LANE AND
JEAN'S WAY.
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EROSION CONTROL MAINTENANCE PLAN CONSTRUCTION SEQUENCE
(1)
CONTRACTOR TO CHECK ALL EROSION AND SEDIMENT CONTROL
(1)
PERFORM THE CONSTRUCTION STAKE OUT.
PRACTICES FOR INTEGRITY FOLLOWING EVERY RUNOFF PRODUCING
(2)
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
RAINFALL EVENT, OR AT A MINIMUM, ONCE A WEEK. ANY REPAIRS WILL
(3)
CLEAR SITE, BUT DO NOT GRUB.
BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE DESIGN
(4)
INSTALL SEDIMENT FENCE, SEDIMENT FENCE OUTLETS, AND
MEASURES.
CONSTRUCT TEMPORARY SEDIMENT TRAP.
(2)
CONTRACTOR TO REMOVE ALL SEDIMENT FROM THE SEDIMENT FENCE
(5)
GRUB SITE, AS NECESSARY.
WHEN IT BECOMES A HALF OF A FOOT DEEP AT THE FENCE BASE.
(6)
ROUGH GRADE THE SITE.
SEDIMENT FENCE TO BE REPAIRED AS NECESSARY TO MAINTAIN PROPER
(7)
COMMENCE CONSTRUCTION OF BUILDING.
(3)
FUNCTION.
THE SEDIMENT FENCING AREA AND COLLECTED SEDIMENTS WILL BE
(8)
INSTALL STORMWATER MANAGEMENT DEVICES.
REMOVED AND BROUGHT TO GRADE AFTER THE CONTRIBUTING AREA HAS
(9)
INSTALL INLET PROTECTION.
BEEN PROPERLY STABILIZED.
(10)
CONSTRUCT SEWER COLLECTION SYSTEM.
(4)
THE SEDIMENT TRAP WILL BE INSPECTED AFTER EACH PERIOD OF
(11)
CONSTRUCT WATER SYSTEM.
SIGNIFICANT RAINFALL. WHEN SEDIMENT HAS ACCUMULATED TO
(12)
SHAPE SHOULDERS AND CUT AND FILL SLOPES.
ONE-HALF THE DESIGN DEPTH OF THE TRAP, SEDIMENT WILL BE
(13)
SCARIFY, SEED, FERTILIZE, AND MULCH ALL DISTURBED
REMOVED AND THE TRAP WILL BE RESTORED TO ITS ORIGINAL
AREAS.
DIMENSIONS.
(14)
INSTALL DRY UTILITIES (ELECTRICAL, FIBER-OPTIC, CABLE,
(5)
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
PHONE, ETC.).
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
(15)
RE -SCARIFY, RE -SEED, RE -FERTILIZE AND MULCH ALL
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
DISTURBED AREAS.
(6)
CONTRACTOR TO SWEEP AND KEEP CLEAN OF SEDIMENT THE ROADWAY
(18)
AFTER DISTURBED AREAS ARE STABILIZED WITH
ADJACENT TO THE PROJECT SITE AS NECESSARY.
VEGETATION, THE CONTRACTOR SHALL RETURN TO THE
(7)
CONTRACTOR TO REMOVE SEDIMENT FROM ALL SEDIMENT TRAPS PRIOR
SITE AND REMOVE ALL TEMPORARY EROSION CONTROL
TO CONVERSION INTO WETLAND AREA.
MEASURES.
INSTALL APPROX. 21 L.F.
OF 8" RCP STORM DRAIN
0 0.71 %
INV. OUT 16.50'
PROPOSED RISER
STRUCTURE INSTALL 24" RCP 45' X 45'
SEE DETAIL 2 FES & RIP RAP #2 CONSTRUCTION
C.7.3 INV. OUT 22.99' ENTRANCE
SEE DETAIL 3 SEE DETAIL 3
TOP OF BERM 18.15'
(5' WIDE) C.7.4 .7,2.
ECM 4
50'
VEGETATIVE /-
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50 L.F. LEVEL
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SEE DETAIL 3 �6 / NA
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SEE DETAIL 3
C.7.4
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0 4.69% /
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SCALE: 1" = 30'
30, 0 30,
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
PROPOSED RISER
STRUCTURE
SEE DETAIL 2
C.7.3
TOP OF BERM 23.15'
(5' WIDE)
PERVIOUS AREA F
IMPERVIOUS AREA
IMPERVIOUS SURFACE
NTS
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0 0
(OR 1-800-632-4949)
IT'S THE LAW!
f / INSTALL APPROX. 162 L.F. DI #6
20 21 m IOF 18" RCP STORM DRAIN RIM 29.87'
r 25.19 0 0.75% INV. IN 24.31'
d '� 40' FRONT YARD SETBACK INV. OUT 24.21'
J
ENERAL NOTES.- (10) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR AWATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO
(1) TOPOGRAPHICAL AND BOUNDARY SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS & WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF
ASSOCIATES, INC. (CHARLES RIGGS P.L.S.# I---2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN THE POINTS} OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
PURPOSE ONLY. NOT FOR RECORDATION. AT THE POINT OF CROSSING.
(2) WETLANDS SHOWN ON SITE AS DELINEATED BY NEEDHAM ENVIRONMENTAL, INC. (TOM GULLEY
(11) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM
NCLSS#1256) AND APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS BOTTOM OF STORMWATER PIPE AND TOP OF SEWER PIPE.
E (3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION.
(12) THE STORMWATER MANAGEMENT PLAN DEPICTED ON THESE SHEETS SHALL BE
(4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH CONSTRUCTED IN ACCORDANCE WITH THE SEDIMENTATION & EROSION CONTROL
DEMOLITION AND GRUBBING ACTIVITIES SHOWN. PLAN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
i (5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED EVERY 200 FEET MINIMUM AND AT LOW POINTS NATURAL RESOURCES.
( ALONG SEDIMENT FENCING. (13) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH :3
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN FIFTEEN (15) CALENDAR CAROLINA GENERAL STATUTE 113A 51-66) THIS PROJECT IS SUBJECT TO AN
DAYS OF GRADING ACTIVITIES. APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL �
E (7) WATER, SEWER, .AND STORMWATER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS
SPECIFICATIONS AND DETAILS. PRESCRIBED BY NCDENR. A COPY OF THE APPROVED SEDIMENTATION AND EROSION Z
(8) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
I (10) FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS (14) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2:1.cz
PREVENT A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE: SEEDING SHALL BE USED FOR ALL SLOPES FLATTER THAN 2:1. 1tt
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE (15) CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH c
WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR M.U.T.C.D. o
3 (B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED (16) BUILDING DIMENSIONS ARE SHOWN AS APPROXIMATE. REFER TO ARCHITECTURAL
0 AT ONE SIDE ON A BENCH 'OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM PLANS FOR EXACT DIMENSIONS. cu
z OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER. > Z�
a
o ° a (9) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE t1�
o WATER MAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
cn o CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH SEPARATION -- IN WHICH CASE, BOTH
w a THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS '
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH
I SIDE OF THE CROSSING.
O
� •Ind
- __M__�._.._.__..._._.._._..... T _..._........_.....___ ,._. �_�r._ _.__.____._....__...._._._.._ .a_._ �;--.----_--�- _______._._v A w_.___....._.._.._._...__......_...__ ,� _.___-_ ..M_. _ _._.__ .__- -----.-__._..,_.....__..._._..._...______ _...___.__._ _ ____... 4 __-45' X 45'
CONSTRUCTION
INSTALL APPROX. 50 L.F. ENTRANCE
OF 18" RCP STORM DRAIN TORTUGA LANE (60' ROW) INSTALL APPROX. 327 L.F. OF SEDIMENT FENCE -
_ _ SEE DETAIL 3
00.75% DI #5 (PROPOSED ASPHALT BY OTHERS) SEE DETAIL 1 DI #4 DI #3 •7.2• O
RIM 29.42' F RIM 29.22' RIM 29.12'
•7.2• INV. IN 25.69' INV. IN 26.60'
INV. IN 24.78'
INV. OUT 24.68' INV. OUT 25.59' INV. OUT 26.50' ((
TEMPORARY STOCKPILE AREA
�<
INSTALL APPROX. 56 L.F. OF
SEDIMENT FENCE INSTALL APPRQX. 162 L.F.
r
' l SEE DETAIL OF 15" RCP STORM DRAIN
f r<
f 4° 0 0.50%
t 4 f -
--�--
.ice S• .•. 'I" Y+ ?:�{V(i:.':r:•.i' r :•i•-• !�.i.. t ty..., ,....:. .C.: ' :.:.� jij .: •r . �.. ,� •� .. ..--,... . .> •-•', - . •.r.
W
30.8 4'
# / t INSTALL APPROX. 296 L.F.
PROPOSED t: OF 8" HDPE ROOF DRAIN ;
STORMWATER `=i LEADER 0 0.65%
WETLAND KEEP EXISTING �� CONNECTION OF
' ( '- DOWNSPOUT BY
N TREES (TYP.) DI #9 '' ARCHITECT (TYP.)
,I
TEMPORARY SEDIMENT TFAP TO r RIM 29.51'
4N
BE CONVERTED TO PROPOSED j + INV. OUT 27.01'
YARD FUTURE BUILDING AREA
STORMWATER WETLAND 3 fl0% 3 00 I J,.,-.::•.f:,_-:
INSTALL CLEANOUT -•.
t 1
i INSTALL APPROX. 94 L.F.
t 1 GAZEBO
� OF 15" RCP STORM DRAIN `
ti r 0 0.25% • 324 SQ.
z..,.
- f -`a, # 'f' ..tom ti< it •" ; � '-•s '
� f � :sit" %7;."f••t't1r •} .. 'v: ♦ z�,"rF r 'i t• s:. / t.'.
INV. IN (N) 26.39'
INV. IN (E) 26.78'
INV. OUT 26.29'
f
INSTALL APPROX. 16XLF., OF 15 RCP STORM INSTALL APPROX. 48 L.F.
0 0.50%/ OF 15" RCP STORM DRAIN
0 0.25%
st a I
i'N'• t
•eu
•f ••i� r ..t
C:ti: v
a
•if . JJ• .
•Y
INV. OUT 28,32'
1
INV. OUT 28.32'
PROPOSED BUILDING /
13,625 SO. FT. t /
F.F.E.: 31.15 0
INSTALL APPROX. 236 L.F. j
OF 8" HDPE ROOF DRAIN
FADER 0 0.65%
INSTALL APPROX. 35 L.F.
?' OF 15" RCP STORM DRAIN
a ,r� -
f ;< err { 0 0.25%
�
' '#
t ` DI 1
:4 RIM 29.16'
INV. OUT 26.91'
.i
DI #2 1
/
RIM 29.46'
INV. IN 26.82' f / p
INV. OUT 26.72' : ( 0
O
INSTALL APPROX. 242 L.F. O
r OF SEDIMENT FENCE N
•••••
------
SEE
DETAIL
"
TEMPORARY INLET
FUTURE
0)
-
PROTECTION TYP.)
IMPERVIOUS AREA
5,850 SQ. FT. f
�
SEE DETAIL
8
0
'f
V) ,
>c
0
N
I
INSTALL APPROX.
46 L.F. OF 15"
DI #7
RCP STORM DRAIN
RIM 29.00'
0 0.25%
INV. OUT 26.75'
DETAIL DI #10 DI #8
INSTALL APPROX. 171 L.F. INSTALL APPROX. 53 L.F. INSTALL APPROX. 227 L.F.
•
_ 28.84 �1
OF 15* RCP STORM DRAIN OF
HDPE ROOF DRAIN OF
RCP STORM DRAIN
. , .! r • ,•
... .
78'
_
�•
���� # ,ter � �� arr �� � arr rrr r� rrr •� .� s ar � 4 rrs rsr err rrr �e .� rrr rw: r� � rrr rrr r�r yr o >: �. �
S ' '_ - _ - •� 1i t - #� ...r e - �I r_ I U , -�''"-a # =T �..►.:.r .► �_.„�v ��� �- 7 `�/�--w . ��s �TIL
Y
EROSION CONTROL QUANTITIES_
(1) LIMIT OF DISTURBANCE: 5.0.5 ACRES
(2) SEDIMENT FENCE LENGTH: 3,442 LINEAR FEET
(3) RIP RAP APRONS: 3
(4) SOIL STOCKPILE: 1
(5) INLET PROTECTION: 12
PROJECT SUMMARY
OWNERS
KAREN BEASLEY SEA TURTLE RESCUE AND REHABILITATION CENTER
PO BOX 3012
822 CAROLINA BOULEVARD
TOPSAIL BEACH, NC 28445
TOTAL PROPERTY ACREAGE .....................................
3.99 ACRES
DRAINAGE AREA ACREAGE .......................•......•...•....
3.89 ACRES
PROPOSED LIMITS OF DISTURBANCE ........................5.05
ACRES
FLOODZONE.............................................................
ZONE X
EXISTING IMPERVIOUS SURFACE AREA
* IMPERVIOUS AREA .................•.••......................•...
0.00 ACRES
* PERCENT IMPERVIOUS..........................................0.00
PROPOSED FINAL IMPERVIOUS SURFACE AREA
* IMPERVIOUS AREA...............................................2.27
ACRES
* PERCENT IMPERVIOUS..........................................58.2
DESCRIPTION
QUANTITY
HOSPITAL FOOTPRINT AREA .....................................
13,625 SQ. FT.
GAZEBO FOOTPRINT AREA .....................................324
SQ. FT.
FUTURE HOSPITAL FOOTPRINT AREA ........................
81346 SQ. FT.
FUTURE OUTBUILDING FOOTPRINT AREA ..................
5,850 SQ. FT.
SIDEWALK AREA ... .....................................................
6,855 SQ. FT.
GRAVEL PAVING AREA..............................................39o205
SQ. FT.
GRASSPAVE PAVING AREA ........................................
24,270 SQ. FT.
MISCELLANEOUS AREAS
* PUMP STATION..................................................28
SQ. FT.
* DUMPSTER PAD.................................................192
SQ. FT,
1-YEAR 24-HOUR STORM FLOW RATE
* PREDEVELOPMENT RUNOFF RATE ........................0.22
C.F.S.
* POSTDEVELOPMENT RUNOFF RATE ......................0.44
C.F.S.
10-YEAR 15-MINUTE STORM FLOW RATE
* PREDEVELOPMENT RUNOFF RATE ........................8.54
C.F.S.
* POSTDEVELOPMENT RUNOFF RATE ......................17.17
C.F.S.
---RIM 29.10 _� - _
INV. IN (N) 26.1 fi'
..INV. IN (E) 25.97' INSTALL APPROX. 457 L.F.
�- INV. IN (W) 2fi.25''� x > OF SEDIMENT FENCE
INV. OUT 25.87' -- - __..-32..._,; ....._.
SEE DETAIL
PROPOSED 301 WIDE
DRAINAGE EASEMENT
APPROX. LOCATION OF `
EXISTING ACCESS ROAD ~
INSTALL APPROX. 153 L.F.
OF 24" RCP STORM DRAIN
0 0.50%
INSTALL JUNCTION BOX
RIM 30.50'
i INV. IN 25.10'
INV. OUT 25.-dV
SEE DETAIL `
2
1 C.7.4
INSTALL APPROX. 85 L.F.
OF 24" RCP STORM DRAIN
0 0.50%
1 �
INSTALL 24" RCP
FES & RIP .RAP #1
# INV. OUT 2k58'
SEE DETAIL
r3
C.7.4 '-
EXISTING POND````';�=
SURF CITY COMMUNITY CENTER• ......
(DWQ PERMIT #SW8 050518)
OF_ ....-•- ---"'_ _.....„. °'•,,ate''+
U
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SHEET NUMBER
C.4.1
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_ TWO PROPOSED 45' DIP MJ
NTH
TH THRUST BLOCK
_..._._............. SEE DETAIL �.,__.,..__.._..�__.....�._ .. ....._.__. .._�.... __..—. .._ � .� .._._._..... _._.._..._.__._..�.k........�..�...._._..�...._.__....�..-___....��..___.m..-..._.._..� a,-.._....._....� _.___
6 _ TORTUGA LANE (60' ROW) ® TWO PROPOSED 45' DIP MJ
BLOCK -
(PROPOSED ASPHALT BY OTHERS) � -.._ � � SEE-BENDS
RUST --
6
10
:•�i �� ��- .� . ECM 1
_ 8 t08-------- -Liu" ____M7Lr 1.1orl i uLr L 8B E88-
'�� -- PROPOSED
; '•;°`•.•`•`°'•`°`• "°`°°•: ` INSTALL APPROX. 872 L.F. INSTALL APPROX. 920 L.F. OF 2
CONTROL PANEL OF SEDIMENT FENCE
°'... PVC (SDR 21) FORCEMAIN
�'` .g_tE f ••e;*•a°• °`•'•'•°°'• - "•'- PROPOSED SEWER SEE DETAIL
4a, '•``°•� PUMP STATION 1
SEE DETAIL
•°• r • . ♦� .7.2.
i ''• Q «t w
w 14
wV) 0
0to ; i I wt ♦N�/�
w �•. V7
' 1 I
� ui PROPOSED 60' ROW
14`
• FPi• A i-l-F• •f� �
7928"W 333.91'
0
f,
PUMP DATA TABLE
MYERS WG30 3 HP
DESIGN FLOW (AVG. DAILY)
5 GPM
DESIGN FLOW (PEAK)
16 GPM
SELECTED PUMP RATE (Q)
30.3 GPM
TOTAL DYNAMIC HEAD TDH)
44 FT.
PUMP HORSE POWER HP)
3 HP
PUMP SPEED (RPM)
3,450 RPM
ELECTRICAL SUPPLY
240 V
ELECTRICAL FREQUENCY (HZ)
60 HZ
PHASE
30
FORCE MAIN SIZE
2 IN.
100 YR FLOOD ELEVATION
8 FT.
IMPELLER DIAMETER
3.875 IN.
EXISTING 45
UTILITY f
EASEMENT _
CORE DRILL EX. SANITARY SEWER MANHOLE.
- CONNECT PROPOSED 2" FORCEMAIN TO PROPOSED 45' DIP MJ
MANHOLE W/ ELASTOMERIC BOOT & BEND WITH THRUST BLOCK
` NONSHRINK GROUT SEE DETAIL 6
�� .._... ,�. RIM 30.66'
PROPOSED INV. IN 26.50' C.7.1.
EXISTING INV. OUT 25.85'
SCALE: 1" = 50'
50 0 50
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
(OR 1-800-632-4949)
IT'S THE LAW!
TRAFFIC WEIGHT PLUG
3 ItCONCRETE COLLAR
6" DUCTILE IRON RISER
SECTION
6" 6"
MINIMUM 3000 PSI °
CONCRETE BLOCKING
.°
45' DIP BEND
4,1 ° .
6"-45' DIP WYE d°' 6" PVC
... '4�' �' �� ��� e.� .�°r A .:..`4 36" PIPE
-- FLOW
6" PVC =
a:4 ° . °
PIPE
..::: 4'. �°:
.° .. ..
6" 24" CAP AT THIS POINT WHEN
USED AS END OF LINE
NOTES: CLEAN OUT.
1. CONCRETE COLLAR NOT NEEDED WHEN CLEANOUT
OCCURS IN CONCRETE PAVEMENT.
2. DUCTILE IRON PIPE AND FITTINGS TO BE USED IN
CONCRETE BLOCKING.
61v, SA_ARY S,EMR CLEANOUT
DETAIL r2
SCALE: NOT TO SCAM` C.6.1
•Q
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LAYOUT-
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48
DUPLEX JUNCTION BOX
STRUCT. PLASTIC
36" DIA. BASIN COVER SOLID
�C
p
EPDXY COATED 1 /4 STEEL PLATE
CO.
(WATER TIGHT)
Q
2" NPT CONDUIT FLANGE
REMOTE DUPLEX
Ci-
w
CONTROL PANEL
(MOUNTED ON EY CONDUIT SEAL
TOP RAIL SUPPORT ANTI —FLOTATION
SSTFASTENERS COLLAR
---�
(f)
Q)
wSIDE
OF BUILDING
C) C)
PROPOSED GRADE = 30.00
CONTROL MOUNTING
BRACKET, SST. W
Q:
CL
CO
W
RAIL SUPPORT FLANGE, SST
o
o
DISCHARGE FLANGELij
18"
VALVE EXTENSION HANDLE
o
---
10"
Q
(j)
_ 1 1 /4" ANTI —SIPHON
\.
2" CONDUIT
VALVE, PVC (AS REQ'D) 3' MIN.
I N VtK I tLt V. = Ld. UU
8'
HIGH WATER "ALARM" LEVEL = 25.50'
SECTION VIEW-
G13INDER PUMP STATION
DETAIL /"07N
SCALE: NOT TO SCALE 0.6J
—GUIDE RAILS, 1" SCH°10 SST
t— 1 1 /2" DISCHARGE
FLANGE, CAST IRON
r-- 1Y2" X 2" REDUCER
(CONCENTRIC)
DISCHARGE LEVEL
PROPOSED 2" PVC FORCEMAIN
LIFTOUT CHAIN, 1 /4" SST
LIFT BAIL, SST
1 1 /4" DISCHARGE PIPE, PVC
SCH.80
MYERS "SRA-125—CV" LIFTOUT
(W/CHECK VALVE)
3
PLAN VIEW
PLAN DIMENSIONS
"
kLVE, PVC
_OCKED TYPE
4 C X 2 LG.
3TU D
P-0
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4
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SHEET NUMBER
C.6.1
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ALVE BOX COVER
PROPOSED FG
MAGNETIC ID TAPE ---_
18" BELOW FG o
NATIVE CLASS it OR CLASS III
COMPACTED BACKFILL /
EXISTING SOIL
Bc + 18"
-•- BC -a--
DEFINITIONS
CLASS I: CRUSHED STONE CONFORMING TO N.C.D.O.T. #57.
CLASS II: COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE
SIZE OF 40 MM (1-1/2 IN.), INCLUDING VARIOUSLY GRADED SANDS
AND GRAVELS CONTAINING SMALL PERCENTAGES OF FINES,
GENERALLY GRANULAR AND NON —COHESIVE, EITHER WET OR DRY.
CLASS 11 MATERIALS ARE DEFINED AS SOIL TYPES GW, GP, SW, AND
SID.
CLASS III: FINE SAND AND CLAYEY GRAVELS, INCLUDING FINE
SANDS, SAND --CLAY MIXTURES AND GRAVEL —CLAY MIXTURES. CLASS
III MATERIALS ARE DEFINED AS SOIL TYPES GM, GC, SM, AND SC.
BACKFILLING AT SIDES OF PIPE: BACKFILL BY HAND OR
ACCEPTABLE MECHANICAL MEANS FROM THE TOP OF THE BEDDING
TO THE CROWN OF THE PIPE USING NATIVE CLASS 11 OR CLASS III
MATERIALS. LAYERS OF BACKFILL MATERIAL SHALL BE PLACED IN
EVEN LIFTS ON BOTH SIDES OF THE PIPE. DO NOT MOVE, INJURE,
OR DISTURB THE PIPE. INSURE THAT UNIFORM SIDE SUPPORT IS
PROVIDED THROUGHOUT THE LENGTH OF PIPE. USE ONLY HAND
TAMPING FOR COMPACTION,
BACKFILLING OVER THE PIPE: BACKFILL WITH CLASS 11 AND CLASS
II! MATERIAL FROM TOP OF PIPE OR TOP OF BEDDING TO A MINIMUM
DEPTH OF 12" ABOVE THE CROWN OF THE PIPE PROVIDING
SUFFICIENT CARE TO PREVENT INJURING OR MOVING THE PIPE.
PLACE BACKFILL IN EVEN LAYERS AND COMPACT TO SPECIFIED
DENSITY BY HAND OR APPROVED MECHANICAL MEANS.
BACKFILLING TO GRADE: BACKFILL AND COMPACT FROM 12" ABOVE
THE CROWN OF THE PIPE TO FINISHED GRADE WITH NATIVE SOIL
MATERIAL, COMPACTING SAME TO THE DENSITY REQUIRED FOR THE
AREA CLASSIFICATION. THE FINISHED GRADE SHALL CONFORM TO
ELEVATIONS, SLOPES, AND CONTOURS AS INDICATED ON THE
DRAWINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR
SETTLEMENT OVER ALL TRENCHES AND HE SHALL BE REQUIRED TO
ADD MATERIAL AND COMPACT AS DIRECTED IF SUCH SETTLEMENTS
OCCUR.
PIPES AND RELATED APPURTENANCES: BACKFILL AND COMPACT
TRENCHES IN UNIFORM LAYERS TO 1' ABOVE THE CROWN OF THE
PIPE OR BEDDING TO 90% MAXIMUM DRY DENSITY. BACKFILL FROM
1' ABOVE THE CROWN OF THE PIPE TO FINISH GRADE AS REQUIRED
FOR THE AREA CLASSIFICATION OR TO 95% MAXIMUM DRY DENSITY.
MAGNETIC ID TAPE � o MAGNETIC !D TAPE
18" BELOW FG 3' MIN. 18 BELOW FG 3' MIN.
12" 3'
MIN. »
ASS 11 OR CLASS Ili ,� F �, NATIVE CLASS II OR CLASS 111 /; ';% / ; %r �'��` 12 MIN.
NATIVE CLASS ; ,� �,• o� �` �,, COMPACTED BACKFILL
COMPACTED BACKFILL % ,o
�X 4" MIN. COVER
EXISTING SOIL --�-, o �° EXISTING SOIL --•—,%' /
,fit
N TRACER WIRE REQUIRED
�.�` / i� Bc/6 CLASS II BEDDING
4 t
CLASS I # 57 WASHED PIPE {SEE SPECIFICATIONS) ,% / PIPE f
STONE BEDDING MATERIAL
B c /8, 4" MIN. ii
fBc /8, 6 MIN. SEE NOTE 2 BELOW
EXISTING NATIVE CLASS
SOILS. HAND SHAPED
TRENCH BOTTOM FOR BELLS.
NOTE: NOTE:
1. USE FOR ALL STORM DRAIN PIPING 1. USE FOR PRESSURE PIPE WHEN EXCAVATION OF TRENCH
2. USE SUITABLE TAMP RODS TO ENSURE BEDDING IS BOTTOM RESULTS IN STABLE CONDITIONS.
THOROUGHLY TAMPED UNDER THE PIPE HAUNCHES 2. CLASS 11 BEDDING REQUIRED WHEN NATIVE ROCK BEDS
3. Bc = DIAMETER OF PIPE BARREL ENCOUNTERED.
3. USE SUITABLE TAMP RODS TO ENSURE BEDDING IS
THOROUGHLY TAMPED UNDER THE PIPE HAUNCHES.
4. Bc = DIAMETER OF PIPE BARREL
CLASS B BEDDING FOR SMIRM DRAIN PIPING CLASS D BEING
DETAIL 3 DETAIL r4
SCALE: NOT TO SCALE C•7.1• SCALE: NOT TO SCALE \C.7.1.11
CLASS I # 57 WASHED PIPE
STONE BEDDING MATERIAL
NOTE:
Bc + 18"
PROPOSED FG
-r- Bc
,e S
MAGNETIC ID TAPE
18" BELOW FG `• f,, °` � �'```/ • ��`�
3i MIN. �'o ° . ` 3 MIN.
12 MIN. NATIVE CLASS 11 OR CLASS Ili // o° %`, '�`� 12" MIN.
COMPACTED BACKFILL
4" MIN, COVER EXISTING SOIL
TRACER WIRE REQUIRED
(SEE SPECIFICATIONS) PIPE
CLASS I # 57 WASHED
Bc/8, 4" MIN. STONE BEDDING MATERIAL \ .,`• Bc/8, 4" MIN.
7-7
1. USE FOR ALL GRAVITY SEWER PVC PIPE
2. USE SUITABLE TAMP RODS TO ENSURE
BEDDING . IS THOROUGHLY TAMPED UNDER
THE PIPE HAUNCHES
3. Bc = DIAMETER OF PIPE BARREL
rAm- I
NOT TO SCALE
Bc + 18"
PROPOSED FG
Bc
�1
•• - I I
,�,••i•rrh i�i�• �t:�•f
TEE INTERSECTION
1�at4Y•�•
1. CONCRETE SHALL BE 3000 PSI.
2. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
,JOINT FITTINGS.
3• TRENCHES SHALL CONFORM TO
STANDARD DETAILS 5/C.12.4 & 7/C.12.4.
4. SEE STANDARD THRUST BLOCK
QUANTITY TABLE (RIGHT) FOR
CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL
HAVE CONCRETE THRUST BLOCKING.
�f
• J.: • • t a I• �M•• 1r
�..� a :• ,�. ... i'ti'• ,-
•'t fs. ,i • .•s
THRUST BLOCK AREA • r• 'i ,�' :`:':K':'..�.'Yj
30° BEND
DETAIL 61
SCALE': NOT TO SCALE C•7.1 •
NOTE:
1.
USE FOR ALL PVC PRESSURE
LINES WHEN
EXCAVATION OF
TRENCH BOTTOM RESULTS IN
UNSTABLE
CONDITIONS
2.
USE FOR ALL GRAVITY SEWER
DUCTILE
IRON PIPE
3.
USE SUITABLE TAMP RODS TO ENSURE
BEDDING IS
THOROUGHLY TAMPED UNDER
THE PIPE
HAUNCHES
4.
Bc = DIAMETER OF PIPE BARREL
CLASS C BEDDING
DETAIL
2
SCALE: NOT TO SCALE
C•7.1
PROPOSED FG
Bc + 18"
Bc -am-
REACTION BEARING AREAS FOR
HORIZONTAL PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET)
O• o: 0�'
4J� \�� \�� 0415�p
p46 QO
,CGJp Od Opp'' �G�� p� 4p� p� p 0��
O�P�P� `bp = b`� �`
QA
1 °
221 2'
207
1
2
211
1
1
1
3
1
r
.•
11 1
r
22
.
1 4'
22
9D'
PLUG
40f213
1 10
21
1 25
1 5
1 5
1 10
41
1 5
NOTES:
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A
VERTICAL. PLANE IN THE TRENCH SIDE AT AN ANGLE OF 9W TO THE THRUST VECTOR.
USE 6'-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL_ SAFETY FACTOR
CONCRETE
PLUG/GATE VAL
yVI
..ING LNE
'!1
�....►
BACKFILL WITH #57 WASHED STONE TO SPRING LINE
OF PIPE (MIN. 4" BELOW VALVE AND PIPE)
Z`
QQ
cu
NOTES:
Q �
1. A VALVE BOX SHOULD BE PROVIDED FOR EACH VALVE USED IN BURIED SERVICE rz
APPLICATION. VALVE BOXES SHOULD BE INSTALLED SUCH THAT NO LOAD IS
TRANSFERRED TO THE VALVE. � �
2. PREPARE PIPE ENDS ACCORDING TO MANUFACTURERS INSTRUCTIONS. INSTALL VALVE :zPER PROPER METHODS ACCORDING TO END JOINT TYPE. ALL PIPING SHOULD BE p
PROPERLY SUPPORTED TO AVOID LINE STRESS ON THE VALVE. DO NOT USE THE VALVE
AS A JACK TO FORCE A PIPELINE INTO POSITION.
DETAIL
SCALE: NOT TO SCALE
SOLID CONCRETE OR
BRICK BLOCKING SHALL
BE USED AS FOOTING
FOR DUCTILE IRON PIPE.
P.V.C. PIPE SHALL
REQUIRE A 2500 P.S.I.
CONCRETE FOOTING.
PROVIDE SOLID CONCRETE BLOCK
SUPPORT DIRECTLY UNDER VALVE
FLANGE/PIPE FLANGE
co
O
O
O
5 c/j
7.1.
NOTES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR
ENDS OR MECHANICAL JOINT FITTINGS:
2. SEE STANDARD REACTION BLOCK TABLES,
U-12 THRU U-14 FOR AREA OF
CONCRETE REQUIRED TAPPING SLEEVE FLANGE
. 4
a
EXIS LNG I
0 0
° M IN I
a -
= -12" STANDA
DETAIL
SCALE: NOT TO SCALE
VALVE
r— M.J. FITTINGS
O
tL
Q
000
SHEET NUMBER
C.7.1.1
v
N
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.STEEL POST
0 &N/C�i�j9
S qy �i�Srti1�-�,�
O S�TjO�S pqR
���AFoR
•� s RFs
NOTE:
BURLAP SHALL NOT =.
BE USED.
STEEL POST
WELDED WIRE MESH -
BACKFILL
EROSION & SILTATION •N
CONTROL FABRIC GROUND LINE
WELDED WIRE MESH 11 1 r " TR DEPTH
DMPACTED FILL
_ • • • 24 MfN. EX A
if�l��l�l it REQUIRED FOR
NON —STABLE SOILS
SECTION VIEW
SEDIMEbII FENCE DETAIL
NOT TO SCALE
ALTERNATE: IN LIEU OF BURYING
SKIRT, 6" OF NO.5 STONE MAY BE
USED TO ANCHOR SKIRT.
•
12 GAUGE 4"X4" OR 2"X4" WELDED
WIRE HOOKED ONTO PREFORMED OF G�� •
CHANNELS ON STEEL POST M`S��OR�`NFpR ` •
0 '
s
NO. 57
WASHED
STONE
11
V 1 Vt vs-VV /I-i- 1 VLIIVz
RIP —RAP BASE WITH WASHED
STONE FACE
ELEVATION
SCALE: NOT TO SCALE
MAXIMUM SEDIMENT STORAGE LEVEL.
• REMOVE SEDIMENT WHEN THIS LEVEL IS
REACHED OR AS DIRECTED BY
/ CONSERVATION INSPECTOR.
3'-0" / , %`;' ULTRAVIOLET RESISTANT (BLACK)
MIRAFI FABRIC OR EQUIVALENT
SECURED TO WIRE WITH METAL CUPS
%- OR WIRE AT 8" OFF CENTER.
rt NATURAL GRADE
6" t CARRY APPROXIMATELY 12" OF FABRIC INTO
• : `- 3, r . TRENCH, COVER WITH SOIL AND TAMP BACKFILL.
t J,
CARRY 6" OF WIRE INTO TRENCH.
2' MINI UM -•�
STEEL POSTS AT 10' OFF CENTER MAXIMUM GENERAL COTES:
1. FENCE FABRIC SHALL BE A
SEDIMENT FENCE DETAIL MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6
NOT TO SCALE LINE WIRES WITH 12" STAY
SPACING.
MAINTENANCE .NOTES:
2. FILTER FABRIC SHALL BE MIRAFl
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT 100 FABRIC OR EQUIVALENT.
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE BURLAP CANNOT BE USED
IMMEDIATELY. WHERE SILT FENCE IS TO
REMAIN FOR A PERIOD MORE
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE THAN 30 DAYS.
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY. 3. STEEL POSTS SHALL BE 1.33
LBS./L.F. HAVE A MIN. LENGTH
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE OF 5' AND BE OF THE
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH SELF —FASTENER ANGLE STEEL
TYPE.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER
IS NO LONGER REQUIRED SHALL BE . DRESSED TO CONFORM WITH THE EXISTING GRADE,
PREPARED AND SEEDED.
5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS
(USE CLASS B STONE).
TEMPORARY SEDIMENT FENCE
DETAIL 1
SCALE: NOT TO SCALE C.7.2.
MAINTAIN STOCK PILE SURFACE
IN ACCORDANCE WITH TEMPORARY
STABILIZATION NOTES
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPO_R,A,•Y SEDIMENT STOCKPILE
DETAIL 6
SCALE: NOT TO SCALE C.7.2.
SEE PLAN
SEE PLAN
PUBLIC RIGHT
EXISTING 8" OF WAY EXISTING CRUSHED STONE
GROUND GROUND .� f
CRUSHED STONE PROVIDE TRANSITION BETWEEN CONSTRUCTION
ENTRANCE/EXIT & EXISTING ROAD.
PROFILE PLAN
NQTES:
1. STONE SIZE — 3-2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE PERFORMED ON
A SURFACE STABILIZED WITH CRUSHED STONE, DRAINING INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY
STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
3. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS THE
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
IMMEDIATELY.
4. MINIMUM DIMENSIONS: (ALSO SEE EROSION CONTROL PLANS) LENGTH AS EFFECTIVE BUT
NOT LESS THAN 50 FEET. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OF EGRESS THICKNESS NOT LESS THAN EIGHT (8) INCHES.
DETAIL � —�•— � 3
SCALE: NOT TO SCALE C.7.2.
NOTE:
ALL DIMENSIONS ARE
MINIMUM UNLESS
OTHERWISE SPECIFIED.
NO. 57 WASHED STONE
PLAN
NO. 57 WASHED STONE 3'
1,
'�l� FLOOD
STORAGE 18"
ZONE 3'
MAX. LEVEL OF SEDIMENT 18" MIN.
COLLECTED -CLEAN BASIN WHEN
THIS LEVEL IS REACHED.
OR AFTER MAJOR RAINFALL
EVENT.
8'
SEDIMENT STORAGE ZONE SECTION
PIPE INLET PROTECTION
DETAIL r5
SCALE: NOT TO SCALE C.7.2.
FLOW
a s s aaa ' , as
CLASS B
RIP RAPT
F!!i�ii�ri�!i�ri�ri`ri�ri�ri
P%i
�i\�i��i�i�i��i��i��/:�i:�
DRAIN
-- #
TEMPORARY
PERMANENT
SPECIES
RATE
(LB/AC)
DATES
SPECIES
RATE
(LB/AC)
DATES
RYE (GRAIN)
120
DEC. 1 - APR. 15
CENTIPEDEGRASS
10-20
MAR. -- JUNE
KOBE LESPEDEZA
50
DEC. 1 - APR. 15
SERICEA LESPEDEZA
30
APR. 1 -- JULY 15
GERMAN MILLET
40
APR. 15 - AUG.. 15
COMMON BERMUDAGRASS
10
APR. 1 - JULY 15
RYE (GRAIN)
120
AUG. 15. - DEC. 30
GERMAN MILLET
10
APR. 1 -- JULY 15
SOIL AMENDMENTS
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL
AND 750 LB/ACRE 10-10-10 FERTILIZER
LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER
MULCH
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
TACKING WITH ASPHALT, NETTING, OR A MULCH
COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
TACKING WITH ASPHALT, ROVING, NETTING, OR BY
STRAIGHT CAN BE USED AS A MULCH ANCHORING
CRIMPING WITH A' MULCH ANCHORING TOOL. A DISK
TOOL.
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
MAINTENANCE
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE,
REFERTILIZE THE FOLLOWING APR. WITH 50 LB/ACRE
REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL
NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE
TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10
MOWED ONLY ONCE A YEAR. WHERE A NEAT
FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA
APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
OFTEN AS NEEDED.
IF SEEDING IN FALL, TOPDRESS WITH 50 LB/ACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
SSG SCHEDULE
DETAIL t 7
SCALE: NOT TO SCALE C•7.2•
1 "X12"XO.75" W(
SUPPOR
� i � i i� � ►i 1 ► � i '�i
SCALE: NOT TO SCALE
WASHED STONE
SEDIMENT TRAP
3
of
V---STEEL POSTS
PLAN VIEW
NOTE:
WHERE INLET PROTECTION IS
USED AT PIPE INLETS, FORM
HORSE SHAPE WITH POSTS &
WIRE CLOTH TYING INTO EXIST.
BANKS & ALLOW STONE &
SEDIMENT TRAP TO ENCIRCLE
PERIMETER.
CATCH BASIN
4A.
kTTLE
NOTES:
1. SEDIMENT SHALL BE REMOVED AND
TRAP RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1 /2 THE DESIGN
DEPTH OF THE TRAP. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A
SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
2. THE STRUCTURE SHALL BE
INSPECTED AFTER EACH RAIN AND
REPAIRS MADE AS NEEDED.
3. CONSTRUCTION OPERATIONS SHALL
BE CARRIED OUT IN SUCH A MANNER
THAT EROSION AND WATER POLLUTION
SHALL BE MINIMIZED.
4. THE SEDIMENT TRAP SHALL BE
REMOVED AND THE AREA STABILIZED
WHEN THE REMAINING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
4 OR 5 MESH STEEL POSTS
TO THE INCH
GALV. WOVEN
,WIRE CLOTH.
SECTION A-- A
� ►���i�i >► '�� � ail
i
SCALE: NOT TO SCALE
-WASHED STONE
�9" MIN.
EXCAVATE TRAP
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12" THICK BLANKET OF
1 /2"' TO 3/4"' AGGREGATE
(NCDOT # 5 WASHED
STONE) ON INSIDE FACE OF 5' MIN.
L . TRAP
'A `4 OF
CROSS
, SECTION
FILTER FABRIC
.
r RAP,
r NCDOT CLASS B. r
DESIGN
SETTLED TOP OVERFILL • FOR
WEIR LENGTH SETTLE ENT
.-•
J(SEE PLAN�
-sue •♦••�. .♦♦•�j,�BY—PASS
' �� \�f` poi♦i•i i•a•i i i•i ���/\�
f yi•�•�o�•�•�o�•�•o/ fir//;" BELOW SETTLED
i r 1
n •••yo••o••oo♦�SLOPE ! • i
FABRICS MIN. NATURAL GROUND
FILTER 1: 1 SIDE SLOPE
STONE!
NOTE: EROSION CONTROL PLANS FOR
SIZE SPECIFICATIONS
. J
It r 6 L w► 11► a"
I TOP OF BERM ELEV: 23.00'
1 TOP AREA: 4,050 SQ. FT.
j J BOTTOM ELEV: 18.50'
I BOTTOM AREA: 1,134 SQ. FT.
VOLUME FOR SEDIMENT = 8,991 CU. FT.
PLAN VIEW
TEMPORARY __ _ _ SEDIMENT TRA
DETAIL. 2
SCALE: NOT TO SCALE .7.2.
Nftm000l
f F_ ?/
of W e
w �
w W
w � w
rN w w � w C76.
0
SEDIMENT TRAP TABLE
BOTTOM ELEV. BOTTOM AREA SPILLWAY ELEV. TOP OF BERM ELEV.
-SEDIMENT TRAP A 18.50' 1 1,134 S.F. 21.5023.00'
CU
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SHEET NUMBER
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'I
. SCALE: 1 20'
20' 0 20,
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
MO
TOP OF BERM 18.15
(5- WIDE)
10' WEIR 17.75'
PAP
FA
Av
STORMWATES WETLAND (PLAN
DETAIL
SCALE: AS NOTED \C.7.3/
2' SQUARE I.D. 6" GATE VALVE WITH LOCKING HAND WHEEL
(TO REMAIN OPEN DURING CONSTRUCTION)
ii" ORIFICE WITH WIRE MESH
SCREEN ON BOTH SIDES
INV. 21.75'
SEDIMENT SEE BLOW UP DETAIL HOT DIPPED GALV.
DEPTH MARKER THIS SHEET TRASH SCREEN
SEE DETAIL THIS SHEET
TEMPORARY POOL
FLOW ELEV. 22.75' 8' WEIR
INV. 22.75'
PERMANENT POOL
ELEV. 21.75'
LOW MARSH BOTTOM 45* BEND
ELEV. 21.25' PERFORATIONS 16" WIDE REINFORCED PLASTIC
B CLAY STEP SPACED 12" APART AND
AA
INSIDE STRUCTURE (TYP.)
LINER
000
6" 0:000 B #6 @ 10"
0
6 S.W.E.F. <
6"
(TYP.) 0
3 3 3 3 3 3
1 VALVE 1
6" DIP EXTENSION
n n HANDLE
29
NON—FOREBAY 12 8
DEEP POOL BOTTOM
ELEV. 19.75
FOREBAY BOTTOM NON—FOREBAY
ELEV. 19.45' DEEP POOL BOTTOM 3000 PSI CONCRETE
Algl&
ELEV. 19.75' (28 DAY STRENGTH)
PLACE CONC. PAD ON MIN. 8" INV. OUT 18.75'
SUB —BASE OF COMPACTED
NCDOT #57 STONE
4'X4'X6" CONCRETE
ANTI —SEEP COLLAR
SECTION A ------ A RCP DISCHARGE PIPE
1. ACCUMULATED SEDIMENT SHALL BE REMOVED AT THE END OF CONSTRUCTION. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA. POND MUST BE STABILIZED WITHIN 14
DAYS AFTER THE COMPLETION OF CONSTRUCTION.
2. THE CUT AND FILL SLOPES SHALL BE 3H:1V OR FLATTER.
3. PROVIDE DRAIN TO COMPLETELY EMPTY BASIN FOR MAINTENANCE.
4. RISER SHALL HAVE TRASH RACK, ANTI —FLOTATION, AND ANTI —VORTEX DEVICES.
5. DRAINAGE PIPE BARREL SHALL BE RCP PIPE ONLY.
6. NO TREES, SHRUBS AND VEGETATIVE PLANTS TO BE PLANTED ON DAM EMBANKMENT.
SIQEMWATER WEILAND (SECION
DETAIL r2
SCALE: NOT TO SCALE \C.7.3/
Ala
A
23 20 21
r.
FOREBAY
014
TOP OF BERM 23.15
— 10' WEIR 22.75 9
3
1�
2' SQUARE I.D.
Mimi
4 3of x3"xl /4"
(TYP. ALL SIDES OF
MANHOLE)
SEE BLOW UP DETAIL
THIS SHEET
TEMPORARY POOL
ELEV. 17.75'
45* BEND
PERFORATIONS
B
6" B
0
INV. OUT 16.65$
to
6
6
(TYP.)
VALVE
3000 PSI CONCRETE 12 EXTENSION
HANDLE
(28 DAY STRENGTH)
3' 2'
42 ps x2"xl /4 to
FRAME
II
j
6" CONCRETE WALL
SCALE: NOT TO SCALE
42 $0 x2"xl /4" 1/4
FRAME �
4"x4" MAXIMUM ALUMINUM
WIRE CLOTH 120 GAUGE
1/2" 0 ALUMINUM
ROD
(TYPICAL 2)
2 $1 x2" (MAXIMUM) ALUMINUM
WIRE CLOTH 120 GAUGE
NOTE
ALL METAL COMPONENTS OF RIM
& TRASH SCREEN SHALL
BE ALUMINUM
1/2- 0 ALUMINUM s„ J
ROD
2„ � / _ U
(TYPICAL 2)
1/4
4 3"x3"x1 /4
—(TYP. ALL SIDES
OF MANHOLE)
4 xl /2" 0 STUD
A A ANCHOR (3 EA. WALL)
1/4" CLR
EA SIDE
8" WALL
NOTE
ALL METAL COMPONENTS OF RIM
ANGLE & TRASH SCREEN SHALL
BE HOT DIPPED GALV. STEEL
UP
DETAIL 4
SCALE: NOT TO SCALE \C.7.3/
— 6" GATE VALVE WITH LOCKING HAND WHEEL
(TO REMAIN OPEN DURING CONSTRUCTION)
— 1 J" ORIFICE WITH WIRE MESH
SCREEN ON BOTH SIDES
INV. 16.75 1
— HOT DIPPED GALV.
TRASH SCREEN
SEE DETAIL THIS SHEET
— 8' WEIR
INV. 18.00
— 16" WIDE REINFORCED PLASTIC
STEP SPACED 12" APART AND TOP OF BERM 18.15'
INSIDE STRUCTURE (TYP.) F 10' WEIR 17.75'
3
PERMANENT POOL I RIP RAP
ELEV. 16.75' 0 SEE DETAIL
� �3_ 4
Vr ------
Now
#6 0 10"
S.W.E.F. TO LEVEL
I SPREADER
3 RCP SEE DETAIL
DISCHARGE
1 PIPE 21 4'X4X6" CONCRETE
ANTI —SEEP COLLAR
PLACE CONC. PAD ON MIN. 8"
SUB —BASE OF COMPACTED
NCDOT #57 STONE
0 vv(; wl It
DRILLED
li" 0 ORIFICE
(DRILLED CAP)
SECTION B-B
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WITH GRATE & FRAME REMOVED
BRICK COPING
TOP ELEVATION
STANDARD FRAME
& GRATE
6„ --- A ------------ 6
H
6ff
o
0
3 61
SECTION
X DOWEL
2" KEYWAY X
QENERAL NQTE
1 USE CLASS -B- CONCRETE THROUGHOUT.
2) PROVIDE ALL DROP INLETS OVER 3-6" IN DEPTH WITH STEPS 12" ON
CENTER.
3) OPTIONAL CONSTRUCTION — MONOLITHIC POUR 2" KEYWAY OR #4 BAR
DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER
4) USE FORMS FOR THE CONSTRUC11NO OF THE BOTTOM SLAB
5) CONSTRUCT WITH PIPE CROWNS MATCHING.
6) INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
7) INSTALL STONE DRAINS, OF A MINIUM OF 1 CUBIC FOOT OF NO. 78M
STONE IN A;POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR
AS DIRECTED BY THE ENGINEER.
8) CHAMFER ALL EXPOSED CORNERS 1-
2" WEEP HOLES
#4 REBAR
_T
12
T'L
6"
DOWEL
'IWE A' CONCF
DETAIL
SCALE: NOT TO SCALE
LEVEL
SPREADEk
L
HUB END ON OUTLET
END SECTIONS.
SPIGOT END ON
INLET END SECTIONS B
A A
LAYER OF FILTER FABRIC
SECTION B—
RIP RAP APRQN FOR PIPEOUTLET
DETAIL r3
SCALE: NOT TO SCALE -\C.7.4/
llk�
L.S. EL. 16.50'
to
B.O.C. EL. = 16.25'
GALVANIZED X 2 I Iz= 1
__A I I
LONG LAG BOLTS i I Imo{ IIE1 I I
F7�21 I
ITI
Ell in T2" X 6" COMPOSITE
El
PLANK TO SERVE AS WEIR
2" X 4" COMPOSITE SUPPORT
T
BOARDS TO BE PLACED EVERY 1
8 FT. AND TO EXTEND A
DEPTH OF 2 FT. BELOW GRADE
SECTION A —A
LEVEL SPREADE
*0"
DETAIL 1 5
SCALE: NOT TO SCALE \C.7.4/
1'-78 ------ 1'-71
2
SECTION H—H
ON
SECTION 3 6
7= G
G
2$-3j"L-I
1 2P-60'
41ff
11-71 V-71
PLAN OF FRAME
PLAN OF GRATING CAST IRON
CAST -IRON
2 to
3 2
I VAr 2
2j' 21af
3
31-6"
SECTION E—E
C.7.4
2� 1
2 1
2*-6$p ---------
SECTION F—F
GEOFABRIC TO
BE STAPLED
EVERY 5 FEET
NOTE: MINIMUM H = 2/3 PIPE DIA.
SECTION A —A
NOTES
1. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
2. SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS BUT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER.
3. THERE SHALL BE NO OVERFALL FROM THE END OF THE APRON TO THE SURFACE
OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP RAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL
HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH
OF THE RECEIVING CHANNEL.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
RIP RAP APRON REQUIREMENTS
RIP RAP #
CLASS
L
W
THICKNESS
SIZE
1
B
121
71
18aa
5 5
2
A
6'
1 69
12 $9
2"-6"
A
6
6'
12"
2"-6 to
4
A
6'
12
2 6
PLAN
48" MIN.
STEP
z
00
--No"
HOLE IN
CO P"D A Q
VFR__Abl
FOOTING
34 2
23-1
'Olt.*
I
J... FINISHED SURFACE I
sr
lipt! itnt'd
;,its: —2 1/2
k
12'
PIPE E DIA. 12
6" ALL SIDES
8
9" CLEAR
REIN CONC FOOTING (TYP )
NOTE: INSIDE DIMENSIONS FOR BOX TO BE 48 W #4 BARS 12" O.C.
MINIMUM FOR PIPE SIZES 24" AND SMALLER. BOTH WAYS)
JUNCTION BOX
DETAIL r2
k,
SCALE: NOT TO SCALE S , �7_4
TEMPORARY POOL
(
TOP OF BERM 28-00' 1 YR 24hr VOLUME)
ELEVATION 26.44"
AS EXISTS PERMANENT POOL
ELEVATION 26.00'
�I I I"f EXI
Sao
9L T" "TU"T' "I I I—
T .. T
POND BOTTOM 23.00'
6:1 VEGETATIVE SHELF
E
SEE NOTE THIS SHEET FOR PLANT — 1.0' SE STORAGE
IORAGE
SPECIES PLANTING TO BE IN BOTTOM ELEVATION 22-00'
ACCORDANCE WITH NCDENR DWQ
STORMWATER BEST MANAGEMENT
PRACTICES MANUAL (LATEST EDITION) TYPICAL POND SUCTION
(TYP.)
16" WIDE REINFORCED
5' SQUARE I.D. PLASTIC STEP SPACED
12" APART AND INSIDE
HOT DIPPED GALV. STRUCTURE (TYP.)
TRASH SCREEN SEE
DETAIL THIS SHEET SEE BLOW UP DETAIL 4/C.7.3
I Mi I I
6"
(TYP) �j mil = I fim-
-11 M I I
RECTANGULAR WEIR
IM I
LL_ 1%.
0 1 _9 I 1=
7111
3000 PSI CONCRETE,,---
(28DAY STRENGTH)
6" (CLR)
*L
6" (MIN)
2" CLR
(TYP)
6'* 1'-0" 6" 1'-0"
3"R.
6" 6 1/2 6"
12" 12 1/2
6 6 1/2 n
> - I * .
LEVEL . i
LEVEL
1
f
V-6 1'-6"
l'-6" CURB AND GUTTER 1'-6" CURB AND GUTTER (REVERSE SLOPEi
(TO BE USED WHEN LANES BESIDE (TO BE USEDWHENLANES ARE
ISLAND ARE CROWNED IN CENTER) SLOPED FROM ISLAND)
- 1/8R.
_N ,- 3/4"R.
0
f
12
7
1/8"R.
1 3/4-R.
V-6"
1'-6" MOUNTABLE CURB AND GUTTER
CURB & GUTTER AROUND MEDIANS
DETAIL
r4
SCALE: NOT TO SCALE �.4
AS EXISTS
T. 0. B. EL. = 28.00'
6:1 VEGETATIVE SHELF
= 4'X4'X6" CONCRETE //
1'iI
DRAIN DIAPHRAGM / /
1 //
2'
RCP DISCHARGE PIPE / /
12'
. .... .
"-mom
it DRAIN
#6 @ 10
S. W. E. F. FILTER RIP RAP OUTLET
PLACE CONC. PAD ON
MIN. 8" SUB —BASE
OF COMPACTED
NCDOT #57 STONE
NOTES
1. ACCUMULATED SEDIMENT SHALL BE REMOVED AT THE END OF CONSTRUCTION.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA. POND MUST BE
STABILIZED WITHIN 14 DAYS AFTER THE COMPLETION OF CONSTRUCTION.
2. THE CUT AND FILL SLOPES SHALL BE 3H:1V OR FLATTER.
3. PROVIDE DRAIN TO COMPLETELY EMPTY BASIN FOR MAINTENANCE.
4. RISER SHALL HAVE TRASH RACK, ANTI —FLOTATION, AND ANTI —VORTEX DEVICES.
5. DRAINAGE PIPE BARREL SHALL BE RCP PIPE ONLY.
6. NO TREES, SHRUBS AND VEGETATIVE PLANTS TO BE PLANTED ON DAM EMBANKMENT.
DETAIL r6
I
SCALE: NOT TO SCALE \C.7.4/
4 2"x2yy xl/4')----,-,
FRAME
4 3%3%1/4" (TYP.
ALL SIDES OF
MANHOLE)
C
OUTLET STRUCTURE RIM EL.
26.50'
WEIR EL.
26.007
DISCHARGE PIPE INV. UP EL.
--23,50'
PIPE OUT DIA. IN.
24
EMERG. DRAWDOWN PIPE INV. EL.
23.50'
POND BOTTOM @ RISER EL.
23.50'
DISCHARGE PIPE INV DOWN EL.
23,04'
DISCHARGE PIPE LENGTH
93.00'
DISCHARGE PIPE SLOPE
0.50%
1/2" HOT DIPPED
GALV. STEEL ROD
(TYPICAL 2)
2%2" MAXIMUM HOT DIPPED
GALV. WIRE CLOTH 120
NOTE
ALL METAL COMPONENTS OF RIM
& TRASH SCREEN SHALL
BE HOT DIPPED GALV. STEEL
PROPOS
ED 1.00'
EXISTING 0.35'
o 4
..
RECTANGULAR
WEIR W/ WIRE
MESH SCREEN
VIEW C — C
AEW
POND 'MASH SCREEN —PLAN
DETAIL 7
SCALE: NOT TO SCALE \C.7.4/
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5'--0" O.C. 9a_oaa O.C. 9a_Oaa O.C. so
HANDICAP PARKING
DETAIL
SCALE: NOT TO SCALE C.7.5
SAWN OR TOOLED
CONTRACTION JOINT
1"
A /.aa
LATERAL SECTION
PER PLAN
._.. • as P%/1♦ 1 -%P1 ar"1-r-
EXPANSION JOINT
TOOLED EDGES
1/2 310
PREMOULDED BITUMINOUS
EXPANSION JOINT FILLER
�- 6" LAYER `- COMPACTED
OF ABC SUBGRADE
TYPICAL CROSS SECTION
GRAVEL4" CONCRETE
x1__=1 I 1=1 I I-
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LI-­-
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PLAN DETAIL
(4X SCALE)
STEEL POST
2"X4"
FENCE RAIL
TYPICAL CROSS SECTION
SIDEWALK DETAIL
DETAIL 5
SCALE: NOT TO SCALE ZC.7.5
00
STEEL POST
�- 2"X4" FENCE RAIL
�-- 1 "X6" FENCE BOARD
(10
9 3/4"
18'
PLAN
8' a» cri—rinm unn-ru i`TD T(i rTR
2a_6aa 2'
FENCE SECTION ELEVATION
END VIEW ----j 10" NOTE
1. FOOTING WIDTH TO BE 10. MINIMUM DEPTH 30
2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD.
6' "DOG—EARED" WOOD FENCING
DETAIL
SCALE: NOT TO SCALE C�7.5
WHEEL STOP
1
O m�
OO 0 60
O
�8'-0° O.C. 9 9 _0" O.C.
DETAIL 2
SCALE: NOT TO SCALE C.7.5
1j DIA. HOLE
(TYP)
OPTIONAL
1 "X4"
=3,0� POST COVER
3
9"X1'0"X0.080" STD ALUM. SIGN TO READ
"VAN ACCESSIBLE". BOLT TO WD. POST
WITH 3/8" CADMIUM PLATED NUTS,
BOLTS AND WASHERS.
9"X1'0"X0.080" STD ALUM. SIGN TO READ
"MAXIMUM PENALTY $250". BOLT TO WD.
POST WITH 3/8" CADMIUM PLATED NUTS,.
BOLTS AND WASHERS.
FINISHED GRADE
1'--6"/1'-0"/.080" STANDARD ALUM. 1--1 /2"R
HANDICAPPED PARKING SIGN TO READ: (TYP)
"RESERVED PARKING" WITH IDENTIFICATION
SYMBOL. BOLT TO WD POST WITH 3/8"
CADMIUM PLATED NUTS, BOLTS, AND WASHERS.
00 of
T_ [--*— 12
d- co
cc
3/8"
(TYP)
12'°
LEGEND AND BORDER -GREEN PAINT PIPE BASE YELLO'
BACKGROUND — WHITE 8"DIA. STD. PIPE FILLED
W/ CONC.
1-1/2R PAVEMENT--�.,,�
(TYP)
#6-i 4" LONG BARS EA
n i
COLORS
LEGEND AND BORDER -GREEN o)
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND -WHITE
WAY THRU PIPE
V-6" CONC. BASE
(TYP)
2"
HANDICAP S1QN 12 BOLLARD
DETAIL 3 DETAIL 4
SCALE: NOT TO SCALE C•7.5 LEGEND AND BORDER - GREEN SCALE: NOT TO SCALE C.7.5
BACKGROUND -- WHITE
12'-0"
16a-0"
- #8 REBAR X 3'--0" LONG (3 PER CURB SECTION)
FILL TOP WITH MASTIC OR CONCRETE AFTER 6"
SETTING 8"
6a oaa
3 tooD
N0.4 REINF. RODS
12" O.C. BOTH WAYS PLAN
------------------
7aa
4"
CONCRETE 2„
GRASS GRAVEL
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6"
GRAVEL TO GRASS TRANsmoN
DETAIL 9
SCALE: NOT TO SCALE C.7.5
11 3,000 PSI CONCRETE N0.4 REINF. RODS
A orb
"
6" A.B.C. 2 SECTION
TRASH DUMPSTER PAD
DETAIL r7
SCALE: NOT TO SCALE C.
ANGLED DETAIL�� .- i0
SCALE: NOT TO SCALE C.7.5
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SCALE: 1" = 20' ,
20 0 20
MEMO"
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
STORMWATER WETLAND PLANTING
TABLE
LOCATION
COMMON NAME
SCIENTIIFIC NAME
TYPE
QUANTITY
NURSERY CONTAINER SIZE
SHALLOW WATER
BLUE FLAG IRIS
IRIS VIRGINICA
HERBACEOUS
310
4" DIAMETER
SHALLOW WATER
PICKERELWEED
PONTEDERIA CORDATA
HERBACEOUS
310
4" DIAMETER --
SHALLOW WATER
DUCK POTATO
SAGITTARIA LATIFOLIA
HERBACEOUS
310
4" DIAMETER
SHALLOW WATER
LIZARD'S TAIL
SAURURUS CEMUUS
HERBACEOUS
310
4" DIAMETER
SHALLOW WATER
SAWGRASS
CLADIUM JAMAICENSE
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
SWAMP MILKWEED
ASCLEPIAS INCARNATA
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
QUILL SEDGE
CAREX TENERA
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
JOE PYE WEED
EUPATORIADELPHUS FISTULOSUS
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
BOTTLE BRUSH SEDGE
CAREX COMOSA
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
FOX SEDGE
CAREX VULPINOIDEA
HERBACEOUS
310
4" DIAMETER
SHALLOW LAND
RED CHOKEBERRY
ARONIA ARBUTIFOLIA
SHRUB
124
4" DIAMETER
SHALLOW LAND
COMMON BUTTONBUSH
CEPHALANTHUS OCCIDENTALIS
SHRUB
124
4" DIAMETER
NOTES: * THE ABOVE LIST IS NOT EXHAUSTIVE. OTHER APPROVED SPECIES MAY BE SUBSTITUTED SHOULD CERTAIN SPECIES NOT BE
AVAILABLE, AS LONG AS DIVERSITY AND RATIOS ARE MAINTAINED AND IN COMPLIANCE WITH NCDENR BMP MANUAL.
** BUFFER SHOULD BE PLANTED WITH 0.5 TO 1 LB OF SEED PER 1,000 SF OF BUFFER.
t:►I VXI I A WlA I U►DIN :► k 1► rew4olz
SCALE: AS NOTED
GENERAL STORMWATER WETLAND PLANTING NOTES:
1. WETLAND SHOULD BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
2. STABILIZATION OF WETLAND MAY BE IN FORM OF FINAL VEGETATION PLANTINGS OR
TEMPORARY MEANS UNTIL VEGETATION BECOMES ESTABLISHED. TEMPORARY MEANS
CAN BE WET HYDROSEED MIX. FOR RAPID GERMINATION, SCARIFY SOIL TO A
HALF --INCH PRIOR TO HYDROSEEDING.
3. STORMWATER WETLAND SHOULD BE STAKED AT ONSET OF PLANTING SEASON.
[STAKING MUST BE REMOVED AFTER ESTABLISHMENT OF PLANTS (APPROXIMATELY
12 MONTHS) TO PREVENT GIRDLING (STRANGLING) OF ALL WOODY PLANTS.]
4. WATER DEPTHS IN WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL
PLANTING ZONES.
5. WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN THREE (3) DAYS
PRIOR TO PLANTING DATE (WHICH SHOULD COINCIDE WITH DELIVERY DATE FOR
WETLAND PLANT STOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY.
6. NATIVE SOILS USED FOR PLANTING SHOULD BE AMENDED WITH FOUR (4) INCHES OF
WELL —AGED 'GRADE A' SPEC COMPOST TILLED INTO SUBGRADE PRIOR TO PLANT
INSTALLATION.
7. TO ESTABLISH THE WETLAND COMMUNITY, TRANSPLANT NURSERY STOCK TO
STORMWATER WETLAND DURING OPTIMAL PERIOD FOR TRANSPLANTING OF EARLY
APRIL TO MID—JUNE FOR HERBACEOUS PLANTS SO PLANTS HAVE A FULL GROWING
SEASON TO BUILD ROOT RESERVES FOR WINTER. WOODY SPECIES SUCH AS TREES
AND SHRUBS MAY BE PLANTED SUCCESSFULLY IN EARLY FALL TO WINTER.
CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TO ENSURE DESIRED
SPECIES WILL BE AVAILABLE.
8. PLANTING OF WETLAND PLANTS SHOULD OCCUR IN WET, WELL —AERATED SOIL.
9. AFTER WETLAND PLANTS ARE INSTALLED, WATER WELL AND FERTILIZE ONCE TO
HELP PLANTS GET ESTABLISHED.
10. NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN TEN (10) FEET OF INLET OR
OUTLET PIPES, OR MANMADE DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW
SPREADERS. SPECIES WITH ROOTS THAT SEEK WATER (E.G. WILLOW AND POPLAR)
SHOULD BE AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES.
11. PLANTINGS SHOULD BE RESTRICTED ON BERMS THAT IMPOUND WATER EITHER
PERMANENTLY OR TEMPORARILY DURING STORM EVENTS. RESTRICTION DOES NOT
APPLY TO CUT SLOPES THAT FORM POND BANKS OR INTERNAL BERMS.
12. IF A MINIMUM COVERAGE OF 70 PERCENT IS NOT ACHIEVED IN THE PLANTED
WETLAND ZONES AFTER THE SECOND GROWING SEASON, SUPPLEMENTAL PLANTING
SHOULD BE COMPLETED. COVERAGE OF 90 TO 95 PERCENT IS DESIRABLE.
13. VEGETATIVE COVER MUST BE PROPERLY MAINTAINED OVER THE LIFE OF THE
WETLAND TO PREVENT BARE SPOTS FORM OCCURRING AND THE SUBSEQUENT
EROSION OF THE EXPOSED SOILS.
14. POST —NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL
BETWEEN DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION
BECAUSE THEY ARE PRONE TO DESICCATION. STOCK SHOULD BE FREQUENTLY
WATERED, FERTILIZED, AND SHADED PRIOR TO INSTALLATION.
15. PLANT PLACEMENT FOR SPECIES LISTED IS TO APPEAR NATURAL, NOT IN A
REGULAR GRID PATTERN. PLANTS SHOULD NOT BE PLACED WITHIN THE IMMEDIATE
AREAS WHERE FLOW WILL BE ENTERING WETLAND AREA.
16. IN SHALLOW WATER AREA, PLANTS SHALL BE PLACED 2' ON CENTER MINIMUM; 1.5'
ON CENTER RECOMMENDED. IN SHALLOW LAND AREA, PLANTS SHALL BE FLACED 5'
ON CENTER MINIMUM; 3' ON CENTER MINIMUM.
17. CONTACT COASTAL PLAIN CONSERVATION NURSERY IN EDENTON, NC, FOR
INFORMATION ON ORDERING WETLAND PLANT SPECIES: 252--482-5707AND
WWW.COASTALPLAINNURSERY.COM.
LEGEND
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PROPOSED 12" GATE E 2432747.0775
INSTALL APPROX. SEE DETAIL 2
105 LF. OF 6' WIDE K,- V�A,
Q7.5
SIDEWALK La's
Lio D5`�
PROPOSED LITTLE
I EA0t4/SOF7BAU- FIELD
81
(SEE SHEET C.7.2)
INSTALL 6' MADE
CONCRETE
SPECTATOR PAD
Typ.
INSTALL APPROX
210 LF. OF 6" NOE�u
MAINITEI
SIDEWALK
PARKINf-,
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is
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im
PRO
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—SS—SS---4 INSTALL APPkOkk 6 -f
EXISTING COMMUNITY Pvc (SOR 35
CENTER SIGN
ISANITARY SEWEER 0 1.3dg
�:cLLIJU L -- - ------ . . .............. .
TO BE PROTECTED
-A MAX
77
0
WWI Mir,
C
EM-STING 20'�PAVEMENT� AP DOWNSTREA "t LL APPROX. 154 LF. OF 6" PVL
-(671SI 111
,CUT EXISTING 2" FM AND
LM
---- -- . ....... (SDR 35) SANITARY SEWER 0 1.38%
DRIVE 01 TRAN INV. 0 PUMP
O PSTATION:23.50 INSTALL 45' SEND$ TO s 2641 %,.53 1472-511
TREE M BE
CONNECT TROPOSED N 12-06
PROTECTED
2" FM• INSTALL APPROX 2,200 PROPOSED 16* ACCESS ROUTE E 2iiiij7.8228 INSTALL APPROX. 10 LF. Of
(TYP) MGEOWES FOR* MAINTENANCE VEHICLES
6* PVC (SDR 35) SANITARY
TIONS) EY REPLACE JSTING
180' LF. OF 2" SEE DETAIL (FREE OF oamuc
SEWER 0 1.39X
2.
A CLEANOUT Aw. C T
SANITARY SEWER
% 1 11 TIZ INV. 0 PUMP STATION:23.50
PUMP STATION
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SHEET NUMBER
C.3.1
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COIR FIBER ROLL _
ETBACK . m
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SIDE S s,
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._..,SEE DETAIL_.
WAUn L. .,�..._ _ ... � - � � .._ _ ,_._ .. �_ _.. , .. _ ..... _. � _..:�::c� t~� -� � twsTat_t_ API�Rnx_ Q.
GENERAL NOTES: CONSTRUCTION SEQUENCE
(1) TOPOGRAPHICAL &BOUNDARY SURVEY INFORMATION PROVIDED BY CAVANAUGH &ASSOCIATES, P.A. (DAVID ALLEY P.L.S. EROSION CONTROL (1) PERFORM CONSTRUCTION STAKE—UUi.
# L-4492), SUPPLEMENTED BY TOPOGRAPHICAL INFORMATION OF ADJACENT AREA BY CHARIES F. RIGGS & ASSOCIATES MAINTENANCE PLAN
' INC. (CHARLES RIGGS P.L.S. # L-2981). INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR (2) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRAN(
� RECORDATION. (1) CONTRACTOR TO CHECK ALL EROSION AND
--- - (3) CLEAR SITE, BUT DO NOT GRUB.
r 2 PER U.S. ARMY CORPS OF ENGINEERS ACTION I.D. #200500145, NO JURISDICTIONAL 404 WETLANDS WERE FOUND TO EXIST SEDIMENT CONTROL PRACTICES FOR INTEGRITY
FOLLOWING EVERY RUNOFF PRODUCING
�'G�— — — — — �� ON SITE. RAINFALL EVENT, OR AT A MINIMUM, ONCE A (4) INSTALL ALL EROSION ANO SEDIMENT CONTROL
(3) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. WEEK. ANY REPAIRS WILL BE MADE MEASURES. SCALE: 1�� = 5Q�
IMMEDIATELY TO MAINTAIN THE FUNCTION OF 30
O 50�
THE DESIGN MEASURES. (5) GRUB SITE.
F - (4) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS.
(2) CONTRACTOR TO REMOVE ALL SEDIMENT FROM (6) INSTALL PUMP sranoN. SCALE OF MAP MAY VARY
(5) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW POINTS ALONG SEDIMENT FENCING. SEE DETAIL 2/CJ.6. THE SEDIMENT FENCE WHEN IT BECOMES A _ _ _ i�U't C0 METHODS OF REPRODUCTION.
HALF OF A FOOT DEEP A7 THE FENCE BASE.
(7)
INSTALL UTILITIES.
EROSION CONTROL QUANTITIES
(6) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES.
SEDIMENT FENCE TO BE REPAIRED AS
NECESSARY TO MAINTAIN PROPER FUNCTION.
(8)
PERFORM SITE GRADING.
(1) LIMIT OF DISTURBANCE: 10.82 ACRES
(2) SEDIMENT FENCE LENGTH: 755 LINEAR FEET
(7) CONTRACTOR IS RESPONSIBLE FOR MEETING ALL CONDITIONS SET FORTH UNDER THE GENERAL STATE STORMWATER
DISCHARGE PERMIT (NORTH CAROLINA GENERAL STATUTE 143-158.1) INCLUDING MONITORING AND REPORTING
REQUIREMENTS SET FORTH THEREIN.
(3) THE SEDIMENT FENCING AREA AND COLLECTED
SEDIMENTS WILL BE REMOVED AND BROUGHT
TO GRADE AFTER THE CONTRIBUTING AREA
(9)
10
INSTALL STORMWA7ER DEVICES. BEFORE YOU DIG!
CONSTRUCT CONCESSION BUILDING. NC ONE CALL
DRAINAGE AREA
1
2
(8)
ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL
ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66)
HAS BEEN PROPERLY STABILIZED.
(3)
SOIL STOCKPILE: 2
TOTAL AREA AC
11.24
12.12
THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
(11)
INSTALL HARDENED SURFACES.
4.5Q
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE
APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
(4) ALL SEEDED AREAS WILL BE FERTILIZED,
IMPERVIOUS AREA (AC)
3.09
4
(,
SLOPE BRAINS: 9
. -
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN
SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
RESEEDED AS NECESSARY, AND MULCHED
12
( )
SCARIFY SEED FERTILIZE MAT, A[-.,'D IMUL A
' CH ALL
% IMPERVIOUS
27.5%
4.1
ACCORDING, TO SPECIFICATIONS IN THE
DISTURBED AREAS.
0
5
(}
TEMPORARY CONSTRUCTION ENTRANCE. 2
TREATMENT VOLUME (CF
18,20
N A
g
()
REINFORCEMENT MATTING AND SEEDING TO BE USED ON
SLOPES STEEPER THAN 2:1. SEEDING SHALL. BE USED FOR ALL
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
�
STORAGE VOLUME CF
241 345
,
N A
SLOPES FLATTER THAN 2:1.
DENSE VEGETATIVE COVER.
13
( )
INSTALL ATHLETIC EQUIPMENT.
O
f
REINFORCEMENT MATTING: 1,20G FT2
_
(10)
CONCRETE AND ASPHALT STAMPING PATTERNS AND COLORS TO BE SELECTED BY OWNER PRIOR TO CONSTRUCTION.
(5) CONTRACTOR TO SWEEP AND KEEP CLEAN OF
(14)
AFTER DISTURBED AREAS ARE STABILIZED WITH
(7)
INLET PROTECTION: 1
SEDIMENT THE ROADWAY ADJACENT TO THE
VEGETATION, THE CONTRACTOR SHALL RETURN TO THE:
(OR 1-r80D-632-4949)
PROJECT SITE AS NECESSARY.
SITE AND REMOVE ALL TEMPORARY EROSION CONTROL
IT'S THE LAW!
(8)
COIR FIBER ROLLS: 5
..MEASURES.
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SHEET NUMBER
C.4.1
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6. FORMATION OF EMBANKMENTS
EMBANKMENTS SHALL BE FORMED OF SATISFACTORY MATERIALS PLACED IN SUCCESSIVE
1. PROTECTION OF PERSONS AND PROPERTY
HORIZONTAL LAYERS OF NOT MORE THAN 6" IN COMPACTED DEPTH FOR THE FULL. WIDTH OF THE
CROSS SECTION. THE GRADING OPERATIONS SHALL BE CONDUCTED, AND THE VARIOUS SOIL
THE CONTRACTOR SHALL PROTECT STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
STRATA SHALL BE PLACED, TO PRODUCE A SOIL STRUCTURE AS SHOWN ON THE TYPICAL CROSS
MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS.
SECTION OR AS DIRECTED. ALL MATERIALS ENTERING THE EMBANKMENT SHALL BE REASONABLY
FREE OF ORGANIC MATTER SUCH AS LEAVES, GRASS, ROOTS, AND ANY OTHER OBJECTIONABLE
ANY SETTLEMENT IN BACKFILL, FILL OR IN STRUCTURES BUILT OVER THE BACKFILL OF FILL, WILL
MATERIAL.
BE CONSIDERED TO BE CAUSED BY IMPROPER COMPACTION METHODS AND SHALL BE CORRECTED
AT THE CONTRACTOR'S SOLE EXPENSE, ALSO, ANY STRUCTURES DAMAGED BY SETTLEMENT
OPERATIONS ON EARTHWORK SHALL BE SUSPENDED AT ANY TIME WHEN SATISFACTORY RESULTS
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS SOLE EXPENSE.
CANNOT BF OBTAINED BECAUSE OF RAIN, FREEZING WEATHER, OR OTHER UNSATISFACTORY
CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL DRAG, BLADE OR SLOPE THE EMBANKMENT
2. DEWATERING
TO PROVIDE PROPER SURFACE DRAINAGE AT ALL TIMES.
PUMPING EQUIPMENT SHALL BE PROVIDED AND EMPLOYED TO PREVENT RAINFALL AND SURFACE
THE MATERIAL IN THE LAYERS SHALL BE OF PROPER MOISTURE CONTENT BEFORE ROLLING TO
RUNOFF FROM ACCUMULATING OR FLOWING INTO EXCAVATIONS AND FROM FLOODING THE PROJECT
OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND
SITE AND SURROUNDING AREA. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION AND
MANIPULATION WHEN NECESSARY TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE
DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY
LAYER SHALL BE REQUIRED. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER
WATER AWAY FROM THE EXCAVATIONS. THE DISPOSAL OF CONVEYED WATER SHALL BE DIVERTED
COMPACTION OR ROLLING, ALL WORK ON ALL PORTIONS OF THE EMBANKMENT 'THUS AFFECTED
IN SUCH A MANNER THAT NATURAL DRAINAGE OF THE AREA SHALL NOT BE DISTURBED.
SHALL BE DELAYED UNTIL THE MATERIAL HAS BEEN DRIED TO THE PROPER MOISTURE CONTENT.
SPRINKLING SHALL BE DONE WITH APPROVED EQUIPMENT THAT WILL. SUFFICIENTLY DISTRIBUTE THE
3. SOIL EROSION
WATER. SUFFICIENT EQUIPMENT TO FURNISH THE REQUIRED WATER SHALL BE AVAILABLE AT ALL
TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF SOIL EROSION DURING
CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE TO COMPLY WITH ALL APPLICABLE NORTH
THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 98% OF THE MAXIMUM STANDARD
CAROLINA SOIL EROSION LAWS AND REGULATIONS. THE CONTRACTOR WILL ERECT EROSION
PROCTOR DENSITY AT OPTIMUM MOISTURE. DURING CONSTRUCTION OF THE EMBANKMENT, THE
CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN, PRIOR TO
CONTRACTOR SHALL ROUTE HIS EQUIPMENT AT ALL TIMES, BOTH WHEN LOADED AND WHEN
COMMENCING LAND DISTURBING ACTIVITY.
EMPTY, OVER THE LAYERS AS THEY ARE PLACED AND SHALL DISTRIBUTE THE TRAVEL EVENLY
OVER THE ENTIRE WIDTH OF THE EMBANKMENT. CARE SHALL BE TAKEN, HOWEVER, NOT TO
4. STRIPPING
OVERLOAD THE EMBANKMENT AREA WITH CONSTRUCTION EQUIPMENT.
5
ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE
IN THE CONSTRUCTION OF EMBANKMENTS, STARTING LAYERS SHALL BE PLACED IN THE DEEPEST
MATTER, RUBBISH AND ANY OTHER UNSUITABLE MATERIAL WITHIN THE EXISTING PROJECT SITE
PORTION OF THE FILL; AS PLACEMENT PROGRESSES, LAYERS SHALL BE CONSTRUCTED
SHALL BE STRIPPED OR OTHERWISE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT.
APPROXIMATELY PARALLEL TO THE FINISHED PAVEMENT GRADE LINE, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE STABILITY OF ALL EMBANKMENTS MADE UNDER THE CONTRACT AND
5. EXCAVATION AND EMBANKMENT FOR SITE FEATURES
SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED'
DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.
THE ROUGH EXCAVATION SHALL BE CARRIED TO THE NECESSARY DEPTH AS SHOWN ON THE
PLANS, TO THE LINES, GRADES AND ELEVATION SHOWN OR AS DIRECTED BY THE ENGINEER, AND
7. TESTING
SHALL BE MADE SO THAT THE REQUIREMENTS FOR FORMATION OF EMBANKMENTS CAN BE
z
FOLLOWED. ON EMBANKMENT, THE DEPTH OF SUBGRADE DENSIFICATION SHALL BE AS SHOWN ON
THE OWNER WILL PROVIDE THE SERVICES OF AN INDEPENDENT SOILS TESTING FIRM FOR
THE PLANS. SHOULD THE CONTRACTOR, THROUGH NEGLIGENCE OR OTHER FAULT, EXCAVATE
PERFORMING TESTS AS ARE REQUIRED TO IDENTIFY MATERIALS, TO DETERMINE COMPACTION
_
BELOW THE DESIGNATED LINES, HE SHALL REPLACE THE EXCAVATION WITH APPROVED MATERIALS,
CHARACTERISTICS, TO DETERMINE MOISTURE CONTENT, AND TO DETERMINE DENSITY OF FILL IN
IN AN APPROVED MANNER AND CONDITION, AT HIS OWN EXPENSE.
PLACE. THESE TESTS PERFORMED WILL BE USED TO VERIFY THAT THE FILLS CONFORM TO THE
REQUIREMENTS OF THE SPECIFICATIONS.
THE ENGINEER SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATION, MOVING, PLACING AND
DISPOSITION OF ALL MATERIAL AND SHALL DETERMINE THE SUITABIIwITY OF MATERIAL TO BE
UPON COMPLETION OF THE PLACEMENT AND COMPACTION OF THE EARTHEN LINER; A
PLACED IN EMBANKMENTS. ALL MATERIAL DETERMINED UNSUITABLI_- SHALL BE DISPOSED OF IN
PERMEABILITY TEST SHALL BE PERFORMED UNDER THE DIRECTION OF THE ENGINEER TO
WASTE AREAS OR AS DIRECTED AND SHALL BE REPLACED WITH SELECT MATERIALS DEEMED
DETERMINE CONFORMANCE WITH APPLICABLE PERMIT CONDITIONS REGARDING SUCH.
SUITABLE BY THE ENGINEER. TOPSOIL SHALL NOT BE USED IN SUIGRADES BUT SHALL BE
HANDLED AND PLACED AS DIRECTED. SHOULD EXCESS MOISTURE BI-- ENCOUNTERED DURI� YG
EXCAVATION IN THE CONSTRUCTION AREAS, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO PERFORM ANY NECESSARY DEWATERING OF THE SITE IN ORDER TO PROVIDE A
FOR THE PLACEMFNT OF EMBANKMENT
STABLE EXCAVATED AREA THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS OR REVISIONS IN LINES OR
GRADES, IF FOUND NECESSARY, AS THE WORK PROGRESSES DUE TO DISCREPANCIES IN THE
PLANS OR TO OBTAIN SATISFACTORY CONSTRUCTION. STONES OR ROCK FRAGMENTS LARGER THAN
2" IN THE GREATEST DIMENSION WILL NOT BE PERMITTED IN THE TOP 5" OF THE SUBGRADE.
1" SF 9.5A SURFACE COURSE
2 1 /2" I 19.O B
A -
A
6" AGGREGA`TIE BASE COURSE (ABC)
_I
s:
t
-�--- COMPACTED SUBGRADE UPPER 8"
MINIMUM OF 95% STANDARD PROCTOR
M 8" L I S A S REQUIRED
FILL MAXIMU FT
MAXIMUM DRY DENSITY
TINS SECTION REPRESENTS THE
MOST RESTRICTIVE PAVEMENT
\\
DESIGN SYSTEM. FINAL PAVEMENT
DESIGN SYSTEM TO BE DETERMINED
IN THE. FIELD RASED ON FIELD
s CONDITIONS.
I MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT
STANDARD SPECIFICATION FOR ROADS AND STRUCTURES.
_ RKING L I PA 1fE ,N,�",
�pp�Ovil �IR®II��! !kll SEQ339ti
DETAIL r2
SCALE: NOT TO SCALE C.7.7
I
5'-0"
4
4" THICK, AIR ENTRAINED CONCRETE
6" THICK, COMPACTED
STO N L BASE
fY
q'
z S
a s
EXPANSION JOINTS 112" WIDE PREMOULDED BIT.
MATERIAL SHALL BE INSTALLED AT 12INTERVALS,
CONTRACTION JOINTS TO BE SPAC ED AT EQUAL
INTERVALS, 4' MAXIMUM LENGTH
CONCEETE S112EWALK
-. E • *ML
SCALE: NOT TO SCALE `C.7.7 I
DETAIL
SCALE. 1" = 20'
4000 PSI CONCRETE
6x6xW2.0xW2.9 WWM (TYP)
EDGE OF EXISTING PAVEMENT
90`
NEW ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT
90`
BUTT JOINT
NOTE:
ALL EXISTING PAVEMENT SHALL BE CUT OFF SQUARE IN ORDER TO
RECEIVE THE NEW ASPHALT PAVING. THE SQUARE CUT SHALL BE
MADE AS FAR BACK FROM THE EXISTING EDGE OF PAVEMENT AS
REQUIRED TO FIND A SUITABLE BUTT JOINT TO BE MADE. NEW
PAVEMENT SHALL BE FEATHERED AND WEDGED TO FORM A SMOOTH
TRANSITION AND AS DIRECTED BY THE ENGINEER.
1' 1'
,
NEW PAVEMENT EXISTING PAVEMENT
CURB STOP
1'-6"/1'-01s/.080" STANDARD ALUM, 1-1/2"R
HANDICAPPED PARKING SIGN TO DEAD: (TYP)
"RESERVED PARKING" WITH IDENTIFICATION
SYMBOL. BOLT TO WD POST WITH 3/8"
CADMIUM PLATED NUTS, BOLTS, & WAS[-,I[_RS.
co
9"X1'0"X0.080" STD ALUM. SIGN TO READ
"VAN ACCESSIBLE BOLT TO WD. POST
WITH 3/8" CADMIUM PLATED NUTS,
130I TS AND WASHERS.
9"X1'0"XO.080" STD ALUM. SIGN TO READ
„MAXIMUM PENALTY $250". BOLT TO WD.
POST WITH 3/8" CADMIUM PLATED NUTS, 00
00
BOLTS AND WASHERS.
FINISHED GRADE
3/8"
(TYP)
... _._ 1 2" .-
LEGt i,d ) ;�,Ni , BORDER — GREEN
BAi h.GROUND — WHITE
1-1 /2"R
(TYP)
,r
3/8"
(TYP)
ANDIk 12„
D TAH
SCALE: NOT TO SCALE C•7.7 l_EGEI_I .1 i\iA) LJORDER - GREEN
BACKC�.ROUND — WHITE
PLAN VIEW
COLORS
LEGEND AND BORDER -- GREEN "Uj
WHITE SYMBOL_ ON BLUE BACKGROUND
BACKGROUND --- WHITE
2Ati° _.
;OIL
-- /i _
.;�v REGATE/TOPSOIL MIX
I D GEOWEB
Jr t
t.,JBBASE
6 ' b$:i .
"'KNESS)
C! E ; I
SUIT
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NTC,0,MMISSION
DMON OF W

IMMAMIvicill Wivilvilowlivil
DMSION OF WATER QUALITY

WMINIMUM5' LONG
STEEL POSTS OR OTHER
� APPROVED MATERIAL /TYP\ WELDED WIRE MESH
� ~qN
. SEPARATION 6' MIN,
'/ STEEL POST
krBACKFILL
AN- � .0
' /�_ ) --v
���mc
S ���, . .vV
0
� /'
GROUND LINE
WELDED
/� "
� 24 MIN. EXTRA DEPTH
� WIRE MES..
REQUIRED FOR
T -=� NON -STABLE SOILS
� �{}k�PACTED FILL
SECTION VIEW
�
�
IN LIEU OF BURYING SK|RT, 8" OF
ND.5 STONE MAY BE USED TO ANCHOR SKIRT.
�
�
�
WELDED vvmc nuuncu ONTO
ON METAL POSTS.PREFORMED CHANNELS
)F 5GING
ON INFO
6 MAXIMUM SEDIMENT STORAGE
LEVEL. REMOVE SEDIMENT
WHEN THIS LEVEL IS
REACHED OR AS
�
�
'
�
�
�
� `E~.E.
00
BY CONSERVATION INSPECTOR.
ULTRAVIOLET RESISTANT (BLACK)
� |MIRAFI FABRIC OR EQUIVALENT
4 SECURED TO WIRE WITH METAL
CLIPS OR WIRE AT 8 OFF
� ENTER.
�
NATURAL GRADE
CARRY APPROX. 12^ OF FABRIC INTO
� ~ TRENCH. COVER WITH SDU- AND TAMP BACKF|LL
� -��----_ CARRY G^ OF WIRE INTO TRENCH.
21
STEEL POST
TEEN
TAIL
SCALE: NOT TO SCALE \C.7.9/
EXISTING
GROUNDEXISTING
GROUND
I ONE
/
^
) /
p ND� TRANSITION
`~-- BETWEEN CONSTRUCTION --~~-
\ CRUSHED ENTRANCF/FX|T PLAN
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL.
ANY REQUIRED REPAIRS SHALL BE MADE
IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE DR BECOME
INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER
STILL BE NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED
AFTER EACH STORM EVENT, THEY MUST BE
REMOVED WHEN DEPOSITS REACH
APPROXIMATELY 0.5 FT. IN DEPTH
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SEDIMENT FENCE OR FILTER
BARRIER IS NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM WITH THE EXISTING
GRADE, PREPARED AND SEEDED.
5` PROVIDE OUTLETS IN SEDIMENT FENCE AT LDVV
SPOTS FOR DEWATER|NG LARGE AREAS (USE
CLASS B STONE).
GENERAL NOTES:
1. FENCE FABRIC SHALL BE A W|N|K4UW OF 32^ IN
WIDTH AND SHALL HAVE A MINIMUM OF 8 LINE
WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE M|RAF| 100 FABRIC
OR EQUIVALENT. BURLAP CANNOT BE USED
WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 1.33 LBS./L.F. HAVE A
MIN. LENGTH OF 5' AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
PLACE RIP -RAP AROUND
PIPE AS DIRECTED
THEENG|N�
STANDARD F
^r�,"
FILTER F BRi
95% STANDARD
1' MAX SPILLWAY HEIGHT
ftow. PROCTOR
STEEL POST 18" DEEP MIN.
COMPACTED
CLASS A` RIP -RAP
SOIL
ENERGY DISSIPATER
_
` wxm
`
� MIN.
l
SECTION
\
`-FILTER FABRIC
- ' 4' MAX
| | '
. .�=�----� MAX
—
r~�----5
�CLASS A RIP RAP
ENERGY D|SSIPATDR
ELEVATION
NOTES:
/1\ INSTALL CONTROLLED SEDIMENT OUTLET EVERY 200'.
TAII
W91: NOT, TO SCALE
VC.7.97
° l
| `
' 6 . NOTE' SEE DIJAIL 3/C.7.10 FOR
RISER BARRELOUTLET RIP
- -`~RAP DIMENSIONS
STOCK PILE SHALL BE STABILIZED NA
SEEDING, MULCHING ETC. WITHIN 15
DAYS OF LAND DISTURBING
AC7lNllE3. CONTRACTOR SHALL MAINTAIN DENSE DENSE VIGOROUS COVER AT
ALL TIMES, \
\
MINIM
SCALE: NOT TO SCALE
2" X �_" BROWN BRISTLE
COIR TWINE NETTING
NET STRENGTH = 90 LBS
1" X 12" X 0,75° WOODEN MATTRESS COIR FIBER
_~�
SUPPORTPEG `~ FILLER MATERIAL
STONE ' --'-` ' END SECTIONPROFILE
-
-
NOTES:
(1\ STDNE S|ZE - 1^-2" COURSE AGGREGATE. CRUBHED STONE MAY BE USED. _
`�' WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REK4[)VE SE0k�ENT PR\UR TO ENTRANCE ONTO PUBUC
� / RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE PERFORMED ON A SURFACE STABILIZED WITH
CRUSHED STONE, DRAINING INTO AN APPROVED SEDIMENT TRAP OR T BASIN. ALL SEDIMENT SHALL SCALE: NOT - SCALE
BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF
SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
(�\ THE ENTRANCE/EXITSHALL BE MAINTAINED IN A CONDITION WHICHPREVENTS THE TRACKING OR FLOWING ` / OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF S USED TO TRAP `�^ `^CLASS 1
SEDIMENT. ALL SEDIMENT Sp|LLEO, DROPPED, WASHEO, DR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST `SECTION THRU BASIN BE
BE REMOVED IMMEDIATELY.
/4l M|N|k�UK� DIMENSIONS: LENGTH AS EFFECTIVE BUT NOT LEB3 THAN �O FEET. THICKNESS NOT LE3� THAN
` ' EIGHT (8) INCHES. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESSCLASS�` '1 RIP RAP HEADWALL
ON N1]3AbjCE/EX1T|
.' .
' -------
#5 WASHED STONE. 1 ^ THICK X 3' HIGH ��|N.
DETAIL� _�~_�
' '
AGE AZA
SCALE: NOT TO SCALE _
EARTHEN RIDGE 1. ' !�DN SHALL e E CONSTRUCTED AT THE OF THE DETENTION POND -~
ATTHE END OF EACH WORK DAY AS NEEDED.
Q" �- 1 B" 2. THE [}|VER��DN SHALL .BE LOCATED AT LEAST 2 FT. INSIDE THE TOP EDGE OF ' /r / /PERSPECTIVE VIEW
NOTE:
OT TO S LIE
HEN RIDGE
EART IS DESIGNED TO PROTECT EXISTING PIPE INVERTS
SLOPE
3. THE SUPPORTING RIDGE OF THE LOWER SIDE SHALL BE CONSTRUCTED WITH A THAT DRAIN 10 ACRES OR LESS.
NG ITS ENTIRE LE
DISTURBED
AREAS TO BE
MAINTENANCE FLOOD STORAGE ZONE
IF THE -P�RACTICE IS J0 REMAIN IN USE FOR MORE THAN ONE DAY, AN INSPECTION PIPE INVERT
2' WILL BE V'ADE AT THE END OF EACH W -REPAIRS MADE TO THE RIP RAP HEADWALL
DAY AND
MEASURE-, IF NEEDED. THE CONTRACTOR SHOULD AVOID THE PLACEMENT O.FANY
MATERIAL OVER THF.ISTRUCTURE WHILE IT' IS IN USE. CONSTRUCTION TRAFFIC NATURAL G
SH TO CROSS THE DIVERSION. FLOW
NOTE: --FILTER FABRIC
DIMENSIONS ARE''
MINIMUM ACCEPTABLE
UNLESS OTHERWISE
1 #57 WASHED STONE
MAX. SEDIMENT DEPTH(CLEAN OUT POiN,)
'N,,FILTER AND CULVERT P;�D-L
SCALE: NOT TO SCALE NOT TO SCALE
SCALE: NOT TO SCALE k C.7.9
�
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l
, -
SCALE: NOT TO SCALE C.
�|UCKHLE (SEE UL|AJL
ON THIS SHEET)
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SHEET NUMBER
C. 7.9
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WANAU'EMENT COMMISSION
DIVISION OF WKER QUALITy

L.S. EL. = 21.00'
J.H. BATTS ROAD
7.I
2 X 6 o M P o S I T E 1I 311- i-111 1= ,—III=lil-=i_=I s !_-
III , - I l III =-1 I 111 I 1 V5 11=1 I F- 111==1 I F= l 1191
�,! PLANK TO SERVE AS WEIR I;1 ,,1I1-- 11=�a�.�-=��i:—�i:—i��—���--���—
i ft_ It ft
fJ III-=�1� �{IiI;EXISTING DITCH
2" X 4" COMPOSITE SUPPORT --'(PARALLEL WITH J.H.
__.BOARDS TO BE PLACED EVERY II -'-Ill— BATTS ROAD)
8 FT. AND -10 EXTEND A BOTTOM EL. - 16.00'
DEPTH OF 2 FT. BEI_OW GRADE
SWALE TO LEVEL -
SPREADER
- FLOW
SECTION A -A
BATTS ROAD
DITCHEXISTING
(PARALLEL WITH
i, i{tif.:_n!
ta4liJii ! ..� rjL!_l4L�l.s�r,�! 3Z■!R
t3 fi31r,
of
J.H. BATTS • i
0 1� ­$0a�rni FILTER STRIP¢
50' MIN
TOP OF LEVEL SPREADER
2" X 6" COMPOSITE PLANK
TO SERVE AS WEIR
WE: 20.75'
3A
PLAN
Lff,L_. R AD
DETAIL
SCALE: NOT TO SCALE C.7.10
TEMPORARY POOL
1 YR 24hr VOLUME
FTOP. OF BERM 28.00' )
ELEVATION 26.37'
AS EXISTS PERMANENT POOL
EF F VATION 26.00'
I II _l 1! I1 I
I
II
-- _
POND BOTTOM 23.00
� -- — — —
!' L j �_1 �`
6:1 VEGETATIVE SHELF � I Ill�lll�_II�1-111=I1�11I==111=11I
SEE NOTE THIS SHEET FOR PLANT -� 1 0 ` I=DIMENT STORAGE
SPECIES PLANTING TO BE IN BOTTOM ELEVATION 22.00'
ACCORDANCE WITH NCDENR DWG
STORMWA TER BEST MANAGEMENT
PRACTICES MANUAL (LATEST EDITION) TYPICAL POND SECTION
(TYP.)
16" WIDE REINFORCED
i PLASTIC STEP SPACED
5' SQUARE I.D. 12" APART AND INSIDE
HOT DIPPED GALV. - - STRUCTURE (TYP.)
TRASH SCREEN SEE
DETAIL THIS SHEET SEE BLOW UP DETAIL THIS SHEET
N jI I i t
(TYP)----
!t ;t
�iil1_
RECTANGULAR WEIR
SEE DETAIL 4
C._7.�o \ 11 1 4'X4'X6" - CONCRETE
300'
OUTLET STRUCTURE RIM EL.
26.50'
WEIR EL.
26.00'
DISCHARGE PIPE INV. UP EL.
.5 ,
PIPE OUT DIA IN.
24"
EMERG. DRAWDOWN PIPE INV. EL.
23.50'
POND BOTTV @ RISER EL.
23.50'
DISCHARGE PIPE INV DOWN EL.
23.04'
DISCHARGE PIPE LENGTH ,
93.00
DISCHARGE PIPE SLOPE 10.50%
-I DRAIN DIAIHRAGM
3000 PSI CONCRETE / 1 1
(28 DAY STRENGTH) 2 ;1, - RCP DISCHARGE PIPE
6„ CR 12"
-, f
li J CCU`
6" (MIN) � �_ DRAIN
#6 @ 1 C"
2" CLR S. W. E. F. FILTER 1
RIP RAP OUTLET -� ---
(TYP) PROTECTION SEE
PLACE CONC. PAD ON DETAIL 5/C.7.9
3 MIN. 8" SUB -BASE L: 12'
OF COMPACTED W: 8'
NCDOT #57 STONE
NOTES
1. ACCUMULATED SEDIMENT SHALL BE REMOVED AT THE END OF CONSTRUCTION.
REMOVED SEDIMENT SHALL BE DEPOS11TE-D IN A SUITABLE =AREn. POND MUST BE
STABILIZED WITHIN 14 DAYS AFTER THE COMPLETION OF CONSTRUCTION.
2. THE GUT AND FILL SLOPES SHALL BE 3H: 1 V OR FLATTER.
3. PROVIDE DRAIN TO COMPLETELY EMPTY BASIN FOR MAINTENANCE.
4. RISER SHALL HAVE TRASH RACK, ANTI -FLOTATION, AND ANTI- .`ORTEX DEVICES.
5. DRAINAGE PIPE BARREL SHALL BE RCP PIPE ONLY.
6. NO TREES, SHRUBS AND VEGETA €r-$'E PLANTS TO BE PLANTED _-N DAM EMBANKMENT.
RISER
DETAIL 3
SCALE: NOT TO SCALE C.7.10
4 3"x3%1 /4" (TYF
ALL SIDES 0
MANHOLE
2"x2"x1
FR/
C
C
-- I `I 3- i
Fv1 I N i
Ptl�1CH FINISHED GRADE
!_i_ P[ f� Sj RA. �E ON INLET
DETAIL 7�N
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SCALE: NOT TO SCALE u
t''D T 011-)P -_I)
GALV"TEE[-. ROl_;
u
TYPICAL 2)
„
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ALL M F "L
21
DIPPED G'.1
;1 SC1E-
DETAIL
SCALE: NOT TO SCALE C. 7,10
GALV. WIRE CLOTH 120 0
0
I , j---
_ _EL
2)
{ 1 `.v\,
.mil
„
4 x i
ANCi A. WALL)
EA SIDE
NOTE
ALL ME_T,='�_ ��_IVI i Iz1�J'
ANGLE & I r r REEN HAI_ I.
BE HOT
iiL E
DETAIL
SCALE: NOT TO SCALE kC. 7.16
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8X8 P.T. HANDRAIL
3"
1 qTFFl PI ATF
::iUALL: )/4 =1 -U
SCALE: 1" = 10'
MEWAftl
NOTES:
1. ALL LUMBER SHALL BE PRESERVATIVE PRESSURE TREATED
SOUTHERN YELLOW PINE, NO. 2 KD, 19% M.C. OR BETTER. TIMBER
SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE CHART
BELOW.
2. ALL M AM
UAL HARDWARE f."ITI) NAILS SHALL BE STAINLESS' -STEEL OR
�GkVAWi I E FASTENERS SHALL CONFOWSTAINLESS AST-M:
STANDARD Al a. AND HOT DIP GALVANtZED CONNECTORS SHALL
CONi TO ASTM'SATNOARD A653 (CLASS G-185).,
3. ALL STRUCTURAL, NAIL CONNECTIONS MUST BE NAILED WITH, TWISTED
OR RING SHANK NAILS.
DIA. A307 4. DECKING SHALL BE RIGIDLY FASTENED TO STRUCTURAL BEAMS WITH
BOLTS, TYP. 3" STAINLESS STEEL DECK SCREWS.
5. POWER. DRIVEN NAILS (PDN) SHALL BE 0.131" OR LARGER
DEFORMED SHANK, AND HELICAL (SPIRAL) OR ANNULAR,
TYPE. -j*k$SURE SHALL BE APPLIED TO ADJOINING WOO MEMBERS MBE S
TO INSURE TIGHT JOINTS WHEN USING POWER DRIVEN NAILS-,., THE
HEAD OF THE NAIL MAY NOT BE MORE THAN )fe* INTO THE WOOD.
,SECTION
SCALE: 3/4"=V-0"
POSI EASIENER DEIAIL
DETAIL r3
SCALE: AS N07ED \,C. 7.1 lj
I Nwwwloll
P.T. POST (TYP.)
SIDEWALK
iAX 1:12 SLOPE
3r-C- HANDRAIL
8X8 P.T. HANDRAIL SECTION THIS
(1) 1 7/8 X 16" LVL POST, MITE 45* AT SHEET.
SEE FASTENER DETAIL BOTTOM (TYP.)
THIS SHEET. A
(2) 1 7/8 X 16" LVL
SEE FASTENER DETAIL
THIS SHEET.
: is = 101
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