SW8121119_APPROVED PLANS_20130221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (I -Mc)
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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MAP BOOK 21 PAGE 42
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SURVEYOR'S NOTE: 0 \ I
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i 1 / REFERENCED A- MAP:--1T IS RECOMWIP4DED THAT i
THE FINISH OOR ELEVATIWOF ANY UCTURE I
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NOW OR FORMERLY ( BRADLEYWOR POINTS LLC 1 BRADLEY POINTE LLC \ ' /
BRADLEY POINTS LLC ; BOOK 3426 PAGE 487 BOOK 3426 PAGE 487 — ////� /��/
BOOK 3426 PAGE 487 I '� / ,�/ 512
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BOOK 2639 PAGE 0640 1; / / / / 1 / // / . // .L 7 / /� / / . �/ �/ V�i"' J
BOOK 2636 PAGE 705 /////��// f : // l �'/`�//// i/ v
LEGEND
E.I.P. EXISTING IRON PIPE ��✓/ // // // /4/ �/ // // �/ / .� //y�/ // /� �// � j��� � /f/
E.C.M. EXISTING CONCRETE MONUMENT
Graphic Scale SURVEYOR'S NOTE: •�` \ '/ • // // k / c
BASED ON INFORMATION DISPLAYED ONCED FEMA MAP: IT IS //�//. 1 ��vIII
30 0 30 60 THE REFEREN
THE FINISHED FLOOR ELEVATION OF ANECO TWfJDUERETNA�
(INCLUDING ALL MECHNICAL/ELECTR AL) SHOULD BE �02 , // /' ' //�C/ ,y/ �/' " I%� , \ 1 r�/�
ALTA/AGSM SURVEY: CONSTRUCTED AT ELEVATION 34.5 MINIMUM.
l X
1.59 ACRES 6Z— — — — — — — — —
METES AND BOUNDS DESCRIPTION A1° . / — 3i� r� (// •�
BOOK 2639 PAGE 640
INV. 28.07 INV. 27.88 _ _ — — — —,F,P a •/%/ � / ��// / /�.4 •Ip,v< �Nly, 26.3fi • s; /� ,•�ss
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BOOK 994 PAGE 373
60' RIGHT OF WAY FOR
INGRESS AND EGRESS FOR LOT
1 AND LOT 2 LONG RIDGE.
D INLET
1 T 31.45
IN . 29.15 APPROXIMATE LOCATION OF 6" WL
CAPE FEAR TOWNSHIP NEW HANOVER COUNTY O£—_-
NORTH CAROLINA
UTILITY STATEMENT POSSIBLE JUNCTION BOX
CLIENT: NATIONAL RETAIL PROPERTIES, LP a THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
DELAWARE LIMITED PARTNERSHIP FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
C/O NORRIS AND TUNSTALL ENGINEERS THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
1429 ASH —LITTLE RIVER ROAD NW UTIU11ES SHOWN COMPRISE ALL SUCH UTILITIES IN THE // // // ////
ASH, NC 28420 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYORFURTHER DOES NOT ///
MICHAEL UNDERWOOD and ASSOCIATES, PA SURVEYED: APPROVED MNU {OWN PJZE N THE EXACTALOCATIAON INDICATED ALTHOUGH T THE UNDERGROUND UTILITIES
102 CINEMA DRIVE, SUITE A R
WILMINGTON, NC 28403 HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
PHONE [phone] DRAWN ll: TBM DATE: SEPT. 12 AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR
FAX: [phone] A HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. V. 25.30
E—MAI.: muomhean:ean Firm Ucenae —B015 CHECKED BY: MNU SCALE: AS SHOWN
I: \Buddy's LDD 2012\Norris and Tunstall\Long Ridge ALTA\dwg\Moster ALTA dwg 9/10/2012 12:27:56 PM EDT
.0
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I
RR INLET
32.80
28.28
N.C. HIGHWAY 132
(20t PUBLIC R/W)
1
CERTIFICATE:
THIS SURVEY IS OF AN EXISTING PARCEL OF LAND
AND DOES NOT CREATE A NEW STREET OR CHANGE
AN EXISTING STREET.
MICHAEL N. UNDERWOOD. P.L.S. L-2962
VICINITY MAP
NO SCALE
Surveyor's Comments
Commonwealth Land and Title Insurance Company
File Number : ASLT 12-2409
Commitment Date : August 31,2002 at 8:00 am New Hanover County
1. Defects, liens, encumbrances, adverse claims or other matters, if any created, first
appearing in the public records or attaching subsequent to the effective date hereof but
prior to the date the proposed insured acquires for value of record the estate or interest
or mortgage thereon covered by this Commitment. Surveyors Comments: Not related
to matters of land survey.
2. Taxes and assessments for the year 2013 and subsequent years, not yet due and
payable. Surveyors Comments: Not related to matters of land survey.
3. Title to that portion of the Land within the bounds of NC Highway #132 Surveyor's
Comments: See current survey.
4. Title to that portion of the Land within the bounds of Secondary Road 1322.
Surveyors Comments- See current survey.
5. Terms and conditions of , and rights of others in and to the use of the property
subject to, the appurtenant easement(s) and more particularly described in Book 2636,
Page 705, New Hanover County Registry. Surveyors Comments: Shown on survey map.
6 Discrepancies, variances, shortages or overages in the acreages of the Land.
Surveyors Comments: See current survey..
7. Any encroachment, encumbrance, violation, variation, or adverse circumstance
affecting the Title that would be disclosed by an accurate and complete land survey of
the land. Surveyors Comments: See current survey.
Legal Description
Beginning at a point in the Northern right of way line of Longridge Drive (60 foot right
of way) said point being located North 13 degrees 53 minutes West 1373.5 feet from the
intersection of the Eastern right of way line of NC Highway #132 (200 foot right of way)
and the center line of Secondary Road # 1322; running thence from said beginning point
with the Northern right of way line of Longridge Drive, North 76 degrres 07 minutes East
300.0 feet to a point in said right of way, running thence North 13 degrees 53 minutes
00 seconds West 230.6 feet to a point; running thence South 76 degrees 07 minutes
West 300 feet to a point; running thence South 13 degrees 53 minutes East 230.6 feet
to the point of beginning, containing 1.59 Acres, more or less.
FLOOD LINE SCALED FROM FLOO INSURANCE
RATE MAP.
A PORTION OF THIS PROPERTY IS LOCATED IN ZONE "AE" BASE FLOOD
/ ELEVATION DETERMINED ACCORDING TO FLOOD INSURANCE RATE MAP
COMMUNITY PANEL 3720314900J, EFFECTIVE DATE APRIL 3, 2006 AND
�1 J COMMUNITY PANEL NUMBER 37203240J, EFFECTIVE DATE APRIL 3, 2006
_4_ Ir�i
ei6J
PRELIMINARY
NOT FOR REAL ESTATE
SALES OR CONVEYANCE
,
To National Retail Properties, LP, a Delaware limited partnership, Commonwealth Land
and Title Company, and their respective successors and assigns:
This is to certify that this map or plat and the survey on which it is based were made
in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land
Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2,
3, 4, 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10(a), 11(a), 13. 14, 16, 17. 18, 21 and 22 of Table
A thereof. The field work was completed on Date of Plat or Map: —
By.
Name: Michael N. Underwood, PLS
Registered Professional Land Surveyor No. L-2962
Date-

4
SITE
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d 03329 MAP BOOK 21 PAGE 42
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BRADLEY POINTE LLC
BOOK 3426 PAGE 487
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PLAIN ELEV
or
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CLASS B ENERGY
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NOW OR FORMERLY /
BRADLEY POINTE LLC °f'921
BOOK 3426 PAGE 487
TG=34.0
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INV. 30.00
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Propery Owner Certification: 15' RCP 29- - - • - - 2.48= -
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0-3L32- 31- •3Li3 -� 53
31- -yM1 �aS2.1T �3118s�- --�T
'1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon 3
receipt of "Authorization -To -Construct" any clearing, grading, construction or development, POSSIBLE JUNCTION BOX
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its agencies
which are hereby mode part of this plan. As owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (We) will not attempt U
a:
to transfer this responsibility without the written authorization of New Hanover County.' o
141
Signature:
Printed Name and Title:
Date: 1M. 25.30
Designers Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual.
Signature:
Printed Name and Title:
Date:
Registration Number.
033.02
SD MANHOLE
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JOSEPH SHINGLETON, SR.
TP=32.75 BOOK 994 PAGE 373
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TOP 32.80
INV. 28.28
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_ N.C. _HIGHWAY 132 _
(2001 PUBLIC R/W)
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SCALE: 1 "=10'
TS=33.65
NOTES:
1. PERIMETER SILT FENCE TO BE LOCATED AT LIMITS OF DISTURBANCE
LINE. TSF LINE HAS BEEN OFFSET GRAPHICALLY FOR CLARITY.
2. ALL RUNOFF FROM ROOF DRAINS SHALL BE DIVERTED TO THE STORM
WATER SYSTEM.
SCALE: 1" = 30'
0 30 60 90
LEGEND
- -
PROPERTY LINE
- -
RIGHT OF WAY
DA
DA
LIMITS OF DISTURBANCE
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100 YR FLOOD PLAIN LINE
DA
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DISTURBED AREA
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XX
PROPOSED FENCE
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PROPOSED CONTOUR
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FINISHED FLOOR ELEV.
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TC=32.90
9
PROPOSED TOP OF CURB
TS=32.90
PROPOSED TOP OF SIDEWA
TG=32.90
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N.T.S.
SITE DATA TABLE
SITE AREA: 1.59 AC
PARCEL IO/: R03412-001-004-000
ZONING: 82
DISTURBED AREA: 65.115 SF / 1.49 AC
15 TREES PER DISTURBED ACRE IS REWIRED ON THE SITE. - 110 TREES
CAMA LAND USE: TRMSRION
SOIL TYPES ON SITE: SEAGATE
HSG - B
REQUIRED ACTUAL
BUILDING SETBACKS: FRONT- 50' FRONT: 174'
SIDE: 0 SIDE: 30'/70'
REAR: 3.73x13*-4&W READ 5&W
REAR BUFFER; 48.5'/2- 24.25'
PROPOSED BUILDING: USE: HEIGHT. SIZE:
RETAIL STORE REDtlL 19' (F) 9.100 SF
IS (R)
REWIRED PARKING: MIN. SPACE SIZE 8.Wx18'
REOUIRED PARKING: 1 SP/ 400 SF GROSS FL AREA)(9.100 SF)-22.75 SP.
PARKING PROVIDED: 30 SPACES (INCLUDING 2 HC)
NIPERVIOUS AREAS: PROPOSED
PROPOSED BUILDING 9.100 SF
CONCRETE 2,366 SF
ASPHALT 16,775 SF
TOTAL a1wERMOUS AREA: 29.010 SF / 0.67 AC
x NIPER ADUS. 41
INTERIOR LANDSCAPING:
REQUIRED: 8X (.06 x 16.775 SF- 1,342 SF
PROVIDED: 1,W SF
FOUNDATION PLANTINGS REQUIRED:
FRONT: (130'(L)x19'(H))(.12)- 296.4 SF
SIDE: (70'(L)xlG'(H))(.12)- 134.4 SF
FOUNDATION PLANTINGS PROVIDED:
FRONT- 302 SF
SIDE: 143 SF
SiREEIYARD PLANTINGS REWIRED:
FRONT: (PRIMARY) 230.W(L) x 25- 5.765 SF
SIDE: (SECONDARY) (300-36XL)x(25/2)- 3.300 SF
STREElYARD PLANTINGS PROVIDED:
FRONT: (PRIMARY) 5.765 SF
SIDE: (SECONDARY) 3.458 SF
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TEMPORARY/PERMANENT
W AIM vi GRASS SPECIFICATION
--_, SITE WORK NOTES:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
WNW YE9N FOR STANDARD FARING r 3 / 3 ` ADVERSE SOIL CONDITIONS. CONSTRUCTION CONDITIONS.
-' I I- I I 2. RP THE EMIRS AREA TO A 6 INCH DEPTH.
GA F �� � H ' 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES 2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
Ia &b q I -1 I ~ SMOOTH AND UNIFORM.
APPLY AGRICULTURAL UME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL
it FABRIC �'
LINE: 45 LOS. PER 1000 S.F. AND CONNECTION TO EXISTING STREETS.
i•-DIREL'RON OF WATER FLOW PHOSPHOROUS: 20 LOS PER 1000 S.F. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE
FERTYRFR: 17 LB& PER 1000 S.F.
5. CONTINUE TRIAGE UNTIL A WELL PULVERIZED, FIRM. UNIFORM SEED BED IS NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES.
ANgOR FARING SKIT PREPARED 4-6 NCHES DEEP. BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
LBN !' DEP ! 4 WOE. TYPICAL GRASS SWALE 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
N.T.S. 2 - 3 LOS PER 1000 S.F. (SEE MDITURE BELOW) 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. AND ANY OTHER UNSUITABLE MATERIAL.
p9 GRAIN STRAW k HAY AT 75 TO 100 LES PER 1000 S.F. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
�7 WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN
No1Lx SEE PLAN FOR PIPE 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND SELECT -FILL COMPACTED AS SPECIFIED.
1. M FENCE FABRIC 9 4ALL BE MN. OF 3D' IN W WH WITH ORIENTATION QJ APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
30 11E1LSE 91RENM FOR SDIIOMD PAW, AND 150 GAL PER TOLD OF STRAW FOR ANCHORING STRAW. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED
AND SOLWIN FOR WFIA S1006M M/ 9' INSPECT AL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE
N, WM4N THE PUNTING SEASON. P POSSIBLE. IF GRASS STAND SHOULD BE CODES.
2 FABRIC ESSIN 8E COLANRIC POST TO
E; JOINTS OVER 80% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER ARE NECFL9AMf, LAP FABRIC PORT TO POST. AND SEEDING RATES.
3. SMM POSE SHALL BE MN 4' N HEIGHT AND BE OF THE _fin 10. CONSULT ING RATES.
INSPECTOR ON MABIIENANCE, TREATMENT, AND
7. BORROW MATERIAL: THE SITE WORK CONTRACTOR SHALL FURNISH BORROW MATERIAL
9NF-FASIENFR stm M!9'E /YPE Pr FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW
TEMPORARY SILT FENCE O �a 11. SEED WAM PERMANENT �T� SKUL BE OPERATIONS.
CASTING 8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO RECEIVE FILL
N7Ti NOTE: 2' X 2' DROP 6' MIN. lox TURF FESCUE CREEPING RED FESCUE SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO
INLET FRAME dt GRATE 24% ANNUAL RYE GRAN
2• - 3' •BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
SHALL BE HEAVY DUN COARSE AGGREGATE • �\� PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND
CONC. COLLAR �� GERMINATION SHALL 13E A MN. OF 85X. REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION
ALL DISRIRBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF OF SP, SM. OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
PLAN ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF PLACED IN LAYERS NOT TO EXCEED 8`• AND COMPACTED TO AT LEAST 95% OF THE
A A TEMPORARY GRAVELLED DENUDED AREAS' THE ABOVE WAETATION PA70 ARE THOSE WHICH DO WELL STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES
UNDER LOCAL CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
CONSTRUCTION ENTRANCE NPDES STABILIZATION TIMEFRAMES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY
ELEV. VARIES DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS
NTS SITE AREA DESCRIPTION STABILIZATION TIMEFRIME EXCEPTIONS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98X OF
1/4' WIRE MESH PI E PERIMETER OM. SWALES. DITCHES AND SLOPES 7 DAYS NONE THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12
PRECAST . SI E • HIGH DUALITY WATER (HOW) ZONES 7 DAYS NONE INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD
IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE NOT PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
BRICKMASONRY
S s t� ,c� SLOPES STEEPER TWIN 31 7 GAYS THIN •1 14 DAYS ALLOWED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT 98% OF
W 0* SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50` IN LENGTH THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO
a0 FLOW ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERILEIERS AND HOW ZONES COMPACT TO THE REQUIRED DENSITY EACH LAYER SHAH BE WETTED IN ACCORDANCE WITH
/S�j�FASTDER O 14• COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
" - ANGLE 7" ~ I EROSION CONTROL NOTES AND MAINTENANCE PLAN: COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE
m 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON THEREAFTER AS EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
ro I 3000 PSI CONC. 4 ap FLOW_ CLA$$ B RIP RAP POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL
N -1 OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS
t ISECTION #57 WASHED STONE 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM WORK.
STONE1'-6• I� 72' NOTES: ;, s, LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SWILL INSPECT THE CONSTRUCTION ENTRANCES ON A 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
Nr CONTROL
DROP INLET DETAIL DAILY BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY UTILITIES DURING CONSTRUCTION.
1 � AND NTS `• ~' PIPE OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED 11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY
���/// MICHAEL UNDERWOOD &ASSOCIATES, AND PROVIDED BY OWNER.
FLOW IMMEDIATELY.
SHALL BE AID AT 111E ^::.,�
UNIT PRICE PER 3. SEDIMENT WILL BE REMOVED FROM BLOCK AND GRAVEL INLET PROTECTION DEVICES WHEN STORAGE 12. THE CONTRACTOR S13ALL VERIFY DIMENSIONS AT JOBSITE.
SECTION A -A •` `r: .
SrONE
TON CONTROL x:...... •.•�:,..:
MULTI -DIRECTIONAL FLOW ' CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 13, THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
2. NIRE MESH CLOTH 19 SFWl EE SEDIMENT POOL NO LONGER DRAINS PROPERLY. OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
INLET PROTECTION SHALL HAVE 1/4' OW 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE PLANS TO TRAP SILT AUTHORITIES.
MTS MESH OPT. DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE STORAGE STANDARDS.
VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
12` CLASS B RIP RAP 600XAMARIFI FABRIC AREA$ AROUND Inc DROP INLETS. 17. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY.
�. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
Elm FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNLESS
#57 WASHED STONE RIP RAP HEADWALL, NATURAL GROUND OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITHIN 21 CALENDAR
3' 1' MIN. HEIGHT FROM DAYS.
ROAD SHOULDER 7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 WORKING DAYS OF DISTURBANCE. ALL SEEDED
AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
PLOW VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
B. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THIS PLAN ARE
NOT EFFECTIVE.
PIPE 9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT MEASURES WILL BE
I
1 I I 1 I I WELL ESTABLISHED BEFORE PROJECT
EMERGENCY SPILLWAY
9.44'
1.2
169.19'
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1 F`i 28 DAYS
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SHWT 29.25
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ENERGY DISSIPATOR
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LONG RIDGE
033.29 MAP BOOK 21 PAGE 42
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RIP RAP LINED e3263
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BOOK 3426 PAGE 487
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PLAIN ELEV
e 33.66
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NOW OR FORMERLY
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BOOK 3426 PAGE 487
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INV. 28.07 - - °44
2I�a- -°z - - -2s=
Propery Owner Certification: 15' RCP zs- - -,6- - _ _zs _=-za--=3-ems,= _ - i8 RC - -
30- �ST.32--3,---- o'3{;j sdRgi- - SS
"1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon 3 '
receipt of 'Authorization -To -Construct" any clearing, grading, construction or development, POSSIBLE JUNCTION BOX
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its agencies
which are hereby made part of this plan. As owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed facilities. I (We) will not attempt U
to transfer this responsibility without the written authorization of New Hanover County.' to
tM
Signature:
Printed Name and Title:
Date: iNW. 25.30
Designers Plan Certification:
"1 hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual
Signature:
Printed Name and Title:
Date.
Registration Number:
1 I DROP INLET
TOP 32.70
I I I INV. 30.47
� � I
I 329 I I TP=33.65
0 3302
SD MANHOLE
RIM 32.80
95 iNV. 30.20(E)
INV. 30.20(S)
INV. 30.07(W)
l R.67 TP=33.55
�15" RCP
TP-32.75
NOW OR FORME
JOSEPH SHINGLETi
BOOK 994 PAGE
BEGIN SIDEWALK
AS SHOWN ON T
TP=31.88t DETAIL
�2.00
32.22 I W. 30.00
e 31.93 w/ ROCK PIPE
INLET PROTECTION
TP=31.64t
T,32.04
I31.84 { I
,I 15" CL IV SEE TYPICAL DET
% RCP SHT. C7
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
ITP=31.71t
TP=31.59t
TP=31.79
TP=31.87
i TP=31.54t
, 03,.83 °31.91
DI #5
TOP=32.50
INV.--29.00
DROAtYr69t
1AN12" CL B
t
9khGY DISSIPATER
3INV.= 29.00
° 4.i- - - - - -
APPROXIMATE LOCATION OF 6" WL
DR�P INLET
TOP 32.80
INV. 28.28
- =o
_ N.C. _HIGHWAY 132 _
(200' PUBLIC R/W)
SCALE
0 30
INSET
SCALE: 1 "=10'
NOTES:
1. PERIMETER SILT FENCE TO BE LOCATED AT LIMITS OF DISTURBANCE
LINE. TSF LINE HAS BEEN OFFSET GRAPHICALLY FOR CLARITY.
2. ALL RUNOFF FROM ROOF DRAINS SHALL BE DIVERTED TO THE STORM
WATER SYSTEM.
1"=30'
1111116�-
60
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DA DA LIMITS OF DISTURBANCE
100 YR FLOOD PLAIN LINE
DA DA DISTURBED AREA 12063
SD SD PROPOSED STORM DRAIN pa, JPN
TSF TEMPORARY SILT FENCE CKD.
JPN
- XX - XX - XX PROPOSED FENCE
DALE 02/05/13
- O GRASS SWALE
34 PROPOSED CONTOUR ttttglgtqi���i �qN O 1
FFE FINISHED FLOOR ELEV. ,7
TP=32.40 PROPOSED TOP OF PAVEM = SEA �; 1
TC=32.90 -e• PROPOSED TOP OF CURB p �� QL o6 /3,••
TS=32.90 e' PROPOSED TOP OF SIDEW .NGINE'c••'
TG=32.90 i PROPOSED FINISH GRADE
-42- - - - EXISTING CONTOUR
2.5 EXISTING SPOT ELEVATION
:,,' NEW CONCRETE
C2