SW7121010_APPROVED PLANS_20130208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
an a�
YYYYMMDD

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TOWNSHIP # G - CRAVEN COUNTY
NORTH CAROLINA
VICINITY MAP
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5CHEDULE Of DRAWINGS
SHEET
NAME
COVER
2
EXISTING 5€TE
3
OVERALL 51TE
4
PROJECT AREA SITE PLAN
5
YUEL 5Y5TEM FLAN
6
GRADING * DRAINAGE DE7I'\1j
7
EK0510N CONTROL DLTAIL5
8
5TORMFILTER 5Y5TEM
9-10
CMP DETENTION SYSTEM
PROJECT REV1510NS
NO. D�SCRIPTIDN BY _�ti ,Tc=
I NCDOT MEETING COMMfNT5 JGT I�I.20. I2
2 STORM DETENTION 5K5T,fM MOVE JGT a.-' . �5'o I3
OWNERS DEVELOPER
4-GOVIND, LLC
101 CNIAKLE5 STKEET
HAVELOCK, NORTH CAROLINA 28532
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 — 401 HOWELL ROAD
NEW KERN, NORTH CAROLINA 285E3
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
JAMES C. SIMMONS, JR., PLS# L-3992
603 WEBS BLVD
HAVELOCK, NORTH CAROLINA 28532
COPYRIGHT © 2012 BY THOMA5 ENGINEERING P.A.
ALL EIGHTS RESERVED. THESE DRAWINGS ARE
IN5TRUMENT5 OF 5ERVICE AND A5 5UCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER TH15 DOCUMENT NORANY PART ON TH1 5
DOCUMENT MAY BE KEU5ED, REPRODUCED OK
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING 5UT NOT
LIMITED TO PHOTOCOPYING, MICKOFILMING AND
RECORDING, OR BY ANY INFOKMATfON 5TORAGE
AND RETRIEVAL 5Y5TEM, WITHOUT PEKM15510N IN
WRITING FKOM THOMAS ENGINEERING P.A,
FINAL DRAWINGS
Released for permits only,
not released it construction.
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SEAL
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C-438 101417--j.�/n/f
rl fr f! 11 9 B 31 `,lltiti rl�N j 01 I z i li0:
77I11
COVE
SITE IMPROVEM'�f T5
for
EXPRESSWAY #4
TOWN5fi11F #G/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":500' 1 DATE: 5.20. 1 2
PROJECT #: 201 2-018 I 51�EET: O I of 10

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GENEf'AL CONTRACTOR REQUIREMENTS
I . THE CONTRACTOR SHALL MAINTAIN A COIVIFLETE SET OF APPROVED DRAWINGS OF THE
WORK SITE AT ALL TIMES THAT THE CONTRACTOR 15 PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THAT ALL N> CE55AIRY PERMITS FOR CONSTRUCTION HAVE
BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION.O PQ D�jN
3, WITHIN ALL NOTES PROVIDED IN THE PLANS, THE TERM 'CONTRACTOR' SHALL MEAN THE
G1 NERAL CONTRACTOR AND ANY 5UBCONTRACTOR, VENDOR, OR SUPPLIER PERFORMING SITE PROPERTY DATA �.��-� SOP
CONSTRUCTION ON THE SITE. I . EXISTING USE: PREVIOUSLY CLEARED LOT. �1NP
4. THE BOUNDARY SURVEY 15 PROVIDED BY OTHERS AND HAS NOT BEEN FIELD VERIFIED BY 2. PROPOSED USE: GAS STATION f- STORE FACILITY. i �Q G�
THE ENGINEER. THE CONTRACTOR SHALL VERIFY EXISTNG FIELD CONDITIONS AND REPORT 3. TOTAL EXISTING BUILDING SQUARE FEET: 0 SF . i i G� GP �o,
ANY DISCREPANCIES OR CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. 4. TOTAL PROPOSED BUILDING SQUARE FEET: 3,150 5F. �PJ
5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFFY THE ENGINEER OF ANY DISCREPANCfE5 ON 5. TOTAL ACREAGE: 0.54 AC (36,655 5F). n1
THE DRAWINGS OR IN THE FIELDG. LAND 15 AND WILL REMAIN PRIVATE , EITHER PRIOR TO BEGINNING WORK OR DURING �1G N ,° oPD-Z
.
CONSTRUCTION IN THE FIELD, 7. COMMERCIAL LOTS EXISTING: 1.
G. THE CONTRACTOR 15 DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 46 8. COMMERCIAL LOTS PROPOSED: I .
HOURS PRIOR TO BEGINNING CONSTRUCTION. 9. HIGH DENSITY.
7. THE CONTRACTOR 15 RESPONSIBLE FOR LOCATING AND VERIFYfNG ALL UNDERGROUND AND 10. TOTAL PARKING SPACES PROPOSED: 9 SPACES. ���OP�
OVERHEAD UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO
THEM DURING CONSTRUCTION.I 1. TOTAL IMPERVIOUS SURFACE AREA: 24,746 SF,ocl_�
B. TIDE CONTRACTOR SHALL BE RE5PON5I 3LE FOR ANY DAMAGE TO EXISTING 12. IMPERVIOUS RATIO: 92.3% (PROJECT AREA) . - '
INFRASTRUCTURE WITHIN THE PROJECT SITE OR ALONG ADJOINING PROPERTIES, INCLUDING 13, PROPERTY DESCRIBED IN: DEED BK 1482, PG 280. .54 ACT (TOTAL)
LANDSCAPING DRAINAGE 14. PARCEL ID : G-033-003. 0.84 AC (TOTAL) N' 4 W / OVA P F°�M��L�G GGJ
BUT NOT LIMITED TO PAVEMENT, CURB, UTILITIES, SIDEWALK, 870 US HWY 70 WEST O\N
PIPE5, ETC. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AS REQUIRED ALL HAVELOCK, INC 28532 '� 29 0 °DTP ° n NA °�'�
DAMAGED ITEMS IMMEDIATELY, IF NECESSARY, OR PRIOR TO THE END OF THE PROJECT AT DB 3035, PG 7G5 PP y
NO C05T TO THE OWNER. REPAIRS 5HALL BE IN ACCORDANCE WITH LOCAL REGULATION �t� EIR I� : ��! ��G
REQUIREMENTS AND SHALL BRING THE DAMAGED ITEM TO A CONDITION 5UB5TANTIALLY PARCEL ID: 6-033-003 ° Z V� ��
EQUAL TO ITS PRIOR STATE. I rn P AO
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9. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD I /
o Q z °� 23�5 PG 5
ADJUSTMENTS IN THE EVENT Of CONFLICTS WITH WATER, SEWER, DRAINAGE, OR UTILITY 70
D�
LINES, EXISTING OR PROP05ED. / �0 }��� �}
rn .
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL I ��r Q� Eve Cj1
TRA5H, CONSTRUCTION DE5RI5, AND ORGANIC MATERIAL OFF -SITE AND IN A LEGAL �A/�o��
MANNER. / G� z O
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GNALED*'
INTERSECTION
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GENERAL NOTES
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NPR °N°
2I . REFER TO SECTION 02270 FOR EROSION CONTROL SPECIFICATIONS.
154. 12' (TOTAL)2. s2I°lo°25.5 5.55' 2. REFER TO SECTION 02930 FOR SEEDING AND MULCHING 5PECIFICATION5.
3. WORK INCLUDED IN THESE DRAWINGS IS NOT TO BE COMPLETED PRIOR TO PROJECT PERMIT
�ovNa �N�S
I . BOUNDARY INFORMATION AND LOT` AREA DETAILS ARE AS PROVIDED ON
THE "SURVEY FOR 4-GOVIND, LLC" AS PREPARED BY JAMES C.
50MMON5, JR., PLS (# L-3992), AND ORIGINALLY DATED FEBRUARY 28,
201 2.
2. ELEVATIONS ARE AS 5HIOT AND COORDINATED BY THE ENGINEER AND
BASED ON NGVD 1966.
3. THE PROPERTY PHYSICAL ADDRESS 15 570 US 70 WE5T, HAVELOCK, NC
28532.
4. AERIAL IMAGES ARE FOR CONCEPTUAL * SUPPLEMENTARY
INFORMATIONAL PURPOSES ONLY AND MAY NOT REFLECT ACTUAL FIELD
CONDITIONS.
5. THIS PROPERTY SCALES IN ZONE X, PER FLOOD IN5URANCE RATE MAP
NUMBER 3720G4 1 300J, EFFECTIVE DATE: JULY 2, 2004. THIS REPORT
IN NOWAY SUPERSEDES THE ABOVE REFERENCED FIRM.
G. NO 404 WETLANDS EX15T ON THE SITE.
7. THE 51TE 15 NOT WITHIN AN AREA OF ENVIRONMENTAL CONCERN.
8. THI5 5ITE 15 NOT WITHIN THE 100 YK FLOODPLAIN.
9. PROPOSED WATER PROVIDED BY CRAVEN COUNTY AND 15 SERVICE TO
SITE 15 EXISTING.
10, WATER CONNECTION LAYOUT FROM THE EXISTING SERVICE BOX TO THE
PROPOSED BUILDING SHALL BE LAID OUT IN THE FIELD DURING
CONSTRUCTION AND 15 NOT PROVIDED HEREIN.
1 1. PROPOSED SEWER PROVIDED BY INDIVIDUAL SEPTIC SYSTEM AND IS
EXISTING.
12. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE ON -SITE
5TORMWATER SYSTEM.
13. THESE PLANS DO NOT INCLUDE LIGHTING OR SITE IRRIGATION LINES, IF
NECESSARY.
DOCUMENTS BEING OBTAINED. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF QUESTIONS
ARI5E CONCERNING PERMIT STATUS.
4.
THE CONTRACTOR 15 TO SCHEDULE AND HOLD PRE -CONSTRUCTION CONFERENCE AT. LEAST ONE
WEEK PRIOR TO STARTING CONSTRUCTION WITH ALL APPLICABLE PARTIES,
5.
THE CONTRACTOR SHALL PERFORM ALL WORK, CLEARING, GRUBBING, AND OTHER LAND DISTURBING
ACTIVITY IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
G.
THE CONTRACTOR SHALL INSTALL APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES
PRIOR TO CLEARING, GRUBBING, EXCAVATION, FILLING, OR ANY OTHER LAND DISTURBING ACTIVITY
WITH THE F-XCEPTION OF THOSE OPI=RATION5 NECE55ARYTO INSTALL MEASURES.
7.
THE CONTRACTOR SHALL SHALL PROVIDE AND INSTALL SILT FENCING AND OTHER EM0510N CONTROL
DEVICES TO CONTROL 501L EROSION DURING OFF -SITE UTILITY CONSTRUCTION AS NEEDED. ANY AND
ALL DISTURBED AREAS SHALL BE GRADED AND STABILIZED IMMEDIATELY FOLLOWING' -.UTILITY
INSTALLATIONS. .
8.
FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES
SHALL RESULT IN THE CONSTRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME A� THE MEASURES
ARE CONSTRUCTED AS APPROVED.
CONSTRUCTION SEQUENCE Y E
PROJECT NARRATIVE
I .
INSTALL APPROVED SEDIMENTATION AND ER0510N CONTROL MEASURES AS PROVID�D IN THE PLAN
OR A5 OTHERWISE DIRECTED BY THE ENGINEER. '
NARRATIVE
2.
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CON5Tl'UCTION
1 . DISTURBED AREA:
ENTRANCES AS SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL
LIMITS OF DISTURBANCE THIS PROJECT 15 LE55 THAN ONE ACRE. OFF5ITE WORK ON
CONSTRUCTION ENTRANCE DETAIL. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO ENSURE
NCDOT R/W 15 SOLELY FOR THE PURP05ES OF RE -GRADING THE DITCHES SUCH THAT THEY
THAT THE TRACKING OF MUD AND DEBRIS ONTO ADJACENT PAVED ROADWAYS 15 MINIMIZED, AND
DRAIN EFFECTIVELY AND TIE TO THE NEW 51TE GRADING.
SHALL DAILY REMOVE ALL MUD AND SEDIMENTS FROM OFF5ITE PAVEMENTS:. k
3.
COMPLETE SITE CLEARING, GRUBBING, AND STRIPPING AS NECESSARY. ' v
2. EXISTING CONDITIONS:
4.
THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A`YANNER AS TO
EX#STING 517E IS .AN OLD TRAILER PARK FACILITY WITH SOME EXISTING UTILITIES INSTALLED
MINIMIZE SOIL EROSION, SILTATION, OF DRAINAGE CHANNELS, DAMAGE TO EXI5TINGWEGETAT(ON,
TO BE REMOVED.. THE SITE HAS PREVIOUSLY CLEARED.
AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA. '
5.
ROUGH GRADE SfTE, STOCKPILE TOP501L, CONSTRUCT CHANNELS AND CHECK DAM , INSTALL CATCH
3. SCOPE:
BASINS AND CULVERTS WITH INLET AND OUTLET PROTECTION, AND INSTALL SEE I FENCE AS
CONSTRUCTION OF A GAS STATION FACILITY WITH A DRIVE THROUGH LANE, PARKING, GAS
NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
PUMPS, AND TYPICAL MISCELLANEOUS FACILITIES.
G.
FINISH THE SLOPES AS SOON AS ROUGH GRADING 15 COMPLETE, LEAVE THE SURFACE SLIGHTLY
ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
`
4. SOILS (ACCORDING TO THE NRC5 SOILS MAP OF CRAVEN COUNTY):
7.
COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
LENIOR SILT LOAM (Le), CRAVEN 51LT LOAM (CrB)
8.
_
PERMANENTLY VEGETATE AND MULCH. .
�
Q3
9.
AFTER SITE 15 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERM�VENT
5. RIVER BASIN,
�Y{
VEGETATION ON THE D15TRJRBED AR1=A5. '
NEUSE ` ` t�
10.
ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT AB IL BE
as=
GENERATED FROM THE 51TE 5HALL BE OBTAINED FROM AN APPROPRIATELY PEP Tg BORROW
G. RECEIVING STREAM.
FACILITY.
UNNAMED TRIBUTARY TO SANDY RUN (C;5W;N5W)
1 1.
ANY EXCESS MATERIAL HAULED OFF-5fTE WHICH 15 UNABLE TO BE USED IN SITE GRADING SHALL BE
EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY.
7. POST -CONSTRUCTION 5TORMWATER MANAGEMENT:
STORM DRAINAGE NETWORK TO PROPOSED 5TORMWATER DETENTION FACILITY AS SHOWN
MAINTENANCE SEQUENCE .
ON THE PLAN. DETENTION FACILITY TO EXPORT DE51GN VOLUME TO TREATMENT FACILITY
I .
THE FIELD CONTACT FOR THE MAINTENANCE OF EK0510N AND SEDIMENTATION CONTROL DEVICES
PRIOR TO DISCHARGE OFFSITE.
SHALL BE THE CONTRACTOR'S SUPERINTENDENT. '
`
2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR 5TA51LI IX AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVE NT,-15UT IN NO CASE LESS THA R ONCE EVERY
WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTIC5 A5 DESIGNED.
3.
5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAG 'CAPACITY HAS
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REF LACED WHEN TIE SYSTEM NO
LONGER DRAINS PROPERLY.
4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOME3.ABOUT G
INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECE55AR TO MAINTAIN A
BARRIER.
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHEDCORDING TO
-
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETIVE COVER.
#
G.
PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WIT IN 14
1
CALENDAR DAYS (7 DAYS FOR SLOPES STEEPER THAN 3: 1) FOLLOWING COMPLETIOIPF ANY PHASE
,,y
OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WlfH' N 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER 15 SHORTER) FOLLOWING COMPLETION Off
CONSTRUCTION OR DEVELOPMENT. THI5 SITE DOES NOT HAVE ABOVE GROUND sp E5 5TErFER
THAN 3: 1, THEREFORE ALL EXPOSED AREAS SHALL BE SEEDED WITHIN 14 DAYS.
7.
- , i\ • a. • ram\ LY_ w L.•_ i1a-rs.
LEGEND
SYMBOL
DESCRIPTION
PG.
DET.
Property Lines
_
--------
Center Lines
- - , -
Pavement Marking/Lane Lines
-
-
Proposed Building
GAS/DIES.
Proposed Gas � Diesel Pumps
Proposed Spot Elevations
°
O
Proposed Sidewalk � Pads
_
Proposed Concrete Pavement
_
_ v
Existing Trailer Locations
E
- one---
Ex15tin6J Overhead Electric Lines
-
-
- 5 -
Existing Septic Lines
Proposed Septic Lines
-
-
Proposed Handicapped Parking
G
R6
NE
No Entry * Directional 5icgn5ff
6
Rg
f•+
Drainage Flow Direction Arrows
G
R4
=
Proposed Storm Dram Pipe
G
RG
-;;" >
Proposed Area Drain
G
a
5
Proposed Ditch/Swale Flowline
G
A
R4
�l
Pipe Flared End 5ectior
7
EC-5'
Temporary Construction Entrarce
7
EC I
-o--o--o-
Temporary Silt Fence
7
EC2
0
a °
Hardware Cloth * Gravel Protect.
7
EC3"
x
®
Temporary Check Dam
7
EC4 _
GRAPHIC SCALE
40 20 0 40 DB 1462 ��j
PG 260 / f
NOTE: rH15 SCALE APPLIES FOR W
24"X 36" 5HEET5 ONLY.
PROJECT REVISIONS s,
NO. DESCRIPTION BY DATE .
I NCDOT MELTING COMMENTS JOT 11. 20. 12
2 STORM DETENTION SYSTEM MOVff JOT 01.30. 13
N
OWNER/DEVELOPER
4-GOVIND LLC r
101 CHARLES 5TRf=ET
HAVELOCK, -NORTH CAROLINA 28532
CON51ULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD o
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2446
LAND SURVEYOR
'•JAMES C..,SIMMONS, JR., PL5# L-3992
G03 WEBB BLVD -
HAVELOCK, NORTH CAROLINA 28532 f A
FINAL DRAWINGS
Released for permits only,
not released I? r construction.
fl H1
11t11IlIIIIIII� 11,IlI�IFifjj/.f � C'! _;
t! S` �� A ! rT�
GIN 111-! �5„II,R0,j'r;
ORj�'�•,� +s�o silo,!
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��. SEAL y = - SEA'
C-438 loi��
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r �OCA
� Y� •ter I �
'-, '`l tll,i1„1.•` `,� - O.,�r� \fflllllllSlllO� 1~ - �T� - -
._ 1rfrlll]ii11111� IIII 111] S
OVERALL SITE L,N H 3
51TE IMPROVEMENT5
for °
-
EXPRE55WAY #4
TOWNSHIP #G/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":40' DATE: 8.20. 1 2
PROJECT #: 201 2-018 SHEET: 03 of 10

GENERAL CONTRACTOR REQUIREMENTS
I - THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE
WORK SITE AT ALL TIME5 THAT THE CONTRACTOR IS PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE
BEEN OBTAINED PRIOR TO THL START OF CONSTRUCTION. 4-GOVIND, LLC
3. WIT'IIN ALL NOTE5 PROVIDED IN THE PLANS, THE TERM 'CONTRACTOR SHALL MEAN THE 0.54 AC (TOTAL)
GLNLKAL CONTRACTOR AND ANY SUBCONTRACTOR, VENDOR, OR 5UPFLIER PERFORMING 870 US HWY 70 WEST
CONSTRUCTION ON THE SITE. HAVELOCK, NC 28532
4. THE 80UNDARY SURVEY IS PROVIDED BY OTHERS AND HAS NOT BEEN FIELD VERIFIED BY DB 3035, PG 7G5
THE ENGINEER. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT PARCEL ID: G-033-003
ANY DI5CKFPANCIT'5 OK CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. -
5. THE CONTRACTOR 5HALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY D15CREPANCIE5 ON I
THE DRAWINGS OR IN THE FIELD, EITHER PRIOR TO BEGINNING WORK OR DURING I
CONSTRUCTION IN THE FIELD. /
G. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 48 /
HOURS PRIOR TO BEGINNING CONSTRUCTION. �-
7. THE CONTRACTOR 15 RE5PON51BLL FOR LOCATING AND VERIFYING ALL UNDERGROUND AND /
OVERHEAD UTILITIES PRIOR TO CONSTRUCTION AND 15 RE51701\15151-I; FOR ANY DAMAGE TO I
THEM DURING CONSTRUCTION. I
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
INFRASTRUCTURE WITHIN THE PROJECT 51TE OR ALONG ADJOINING PROPERTIES, INCLUDING
BUT NOT LIMITED TO PAVEMENT, CURB, UTILiTIE5, SIDEWALK, LANDSCAPING, DRAINAGE
FIPE5, ETC. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AS REQUIRED ALL I #
\\
DAMAGED ITEMS IMMEDIATELY, IF NECESSARY, OR PRIOR TO THE END OF THE PROJECT AT
y NO C05T TO THE OWNER. REPAIRS SHALL BE IN ACCORDANCE WITH LOCAL REGULATION \ Ol
RLOUIREMFNT5 AND SHALL BRING THE DAMAGED ITEM TO A CONDITION SUBSTANTIAL
� �� 0
9. T�E CO O RACTO OSHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKI A16F I FLDe�
i ADJU5TMLNTS IN THE EVENT OF CONFLICTS WITH WATER, 5EWER,D-AMAGE, OR UTILITY
�y E
LINES, EXISTING OR PROPOSED. �� � / T
10. THE CONTRACTOR 5LIALL BE R't=SPON51BLl= FOR THE R>=�148C�AL AND DISPOSAL OF ALL r/
TRASH, CONSTRUCTION DEBRIS, AND ORGANIC TERIAL OFF-51TI~ AND IN A LEGAL /
MANNER.
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#20
STORM FTE DATA
PIPE
DESCRIPTION
(NVERT EL.
OUTLET EL•
LENGTYI
SLOPE
F- I
1 5 inch RCP
27. 10'
27.00'
3G'
0.28%
P-2
! 5 inch RCP
27.00'
26.75'
G8'
0.37%
P-3
15 inch RCP
26.85'
2 Q.75'
34'
0.29%
P-4
18 inch RCP
2E.75'
2G.55'
79'
0.25%
P-5
18 inch RCP
2G.55'
2G•35'
7(Y
0.2G%
P-6
18 inch RCP
26.35'
2G.25'
40'
0.25%
P-7
18 inch CMP
2G•25'
2G.00'
98,
0.25%
P-8
15 inch RCP
2G. 101
2G.00'
59`
0. 17%
P-9
15 inch RCP
2G.75
2G.GO'
50
0.27%
LEGEND
I PP SYMBOL DE5CKIPTfON PG DET a
Property Lanes
orit ------ Center Lines
r
Pavement Marking/Lane Lmes - -
� Proposed BuildincJ
04
GAS/DIES. Pro posed Gas � piesel Pumps
Proposed Spot ElevatiorS
705 PropoSed Sidewalk Pads
ze.sa a
Proposed Concrete Pavement
ExistircJ Trailer Locations _
ExiSting Overhead Electric Lines - 4
o. ° Existing Septic Lines -
.,K
0 y
Proposed 5eptic 1_ine50 -
` ll
Proposed Handicapped Parking 6 R8 K
'" NE No Entry * Directional Signs 6 R9
o o - - M Drainage Flow Direction Arrows G K4
PropoSed Storm Drain Pipe G K,
J�A°�° Proposed Area Drain 6 R5
i 26.75No Proposed Ditch/Swale Flowline 6 E Rzi
�O k
Pipe Flared End Section 7
_ G `
1 Temporary Construction Entrance 7 EC I
NCG5 11ACCE55"
-o---o---o- Temporary Silt I~ence 7 EC2'LL
Hardware Cloth �- Gravel Protect. 7 EC3 s
® Temporary Check Dam 7 EC-4
/ 51 503 1 i3 1 "W
/ G4.581 (TIE)
FIN5H1=D GRAD -
I l 24" CYLINDRICAL
CONCRETE PIER
_ S �
� TYPICAL BOLLARD INSTALLATION
*000
--70
SIGNALED
N9 INTER5ECTI
GRADING, DRAINAGE, EROSION CONTROL-,
IOOO 1 1� UTILITY KEY NOTES
2 V
lN I . REFER TO SHEET 6 DETAILS R 1 >=0R TYPICAL CONCRETE PAVEMENT SEC TIOiV DETAIL.
y 2. REFER TO SHEET G DETAIL R3 FOR TYPICAL TURNED DOWN SIDEWALK DETAIL.
3. CONTRACTOR TO FORM WHEELCHAIR RAMP IN TYPICAL TURNED DOWN 5tDEWALK IN THIS
s:..
i �•- � AREA.
N
4- REFER TO SHEET G DETAIL R4 FOR TYPICAL SWALE DETAILS. s f.
ITCH
5. REFER TO SHEET G DETAIL R5 FOR TYPICAL AREA DRAIN BOX CONSTRUCTION DETAIL.
25.551 G. REFER TO SHEET G DETAIL RG FOR TYPICAL STORM DRAINAGE TRENCHING AND
'� EMBI=DMI-NT DETAIL. .
7. REFER TO SHEET G DETAIL R7 FOR TYPICAL CONCRETE WHEEL STOP INSTALLATION
DETAILS..
S. REFER TO SHEET G DETAIL R8 FOR TYPICAL HANDICAPPED PARKING AN171 SIGNING
DETAILS. #
9. REFER TO SHEET G DETAIL L I FOR TYPICAL TREE AND SHRUB PLANTING DETAILS.
GENERAL NOTES LANDSCAPING AS SHOWN ON THE PLAN 15 CONCEPTUAL ONLY AND 5Ui3JECT TO CHANGE.
I . BOUNDARY INFORMATION AND LOT AREA DETAILS ARE AS PROVIDED ON 10. REFER TO SHEET 7 DETAIL EC I FOR TYPICAL TEMPORARY CON5TRUCTIb1�<IrNTRANCE
THE "SURVEY FOR 4-GOVIND, LLC" AS PREPARED BY JAMES C. DETAIL.
SOMMONS JR Pi 5 (# L-3992) AND ORIGINALLY DATED FEBRUARY 28 1 1. REFER TO SHEET 7 DETAIL EC2 FOR TYPICAL SILT FENCE INSTALLATION biTAIL
DRANAGE STRUCTURE TABLE
5TR,
MAX 0
PIPE IN
PIPE OUT
RIM ELEV.
AD# I
1 51f
P- I
29.25'
AD#2
1514
P-1
P-2
29.25'
AD#3
1511
P 3
29.25'
AD#4
18"
P-2
P-4
29.00'
P-3
AD#5
18"
P-4
P-5
29.00'
AD#G
18"
P-5
P-G
29.20'
AD#7
24"
P-G
P-7
29.00'
24 BOL A TH T
2012.
12.
REFER TO SHEET 7 DETAIL EC3 FOR TYPICAL HARDWARE CLOTH AND GR'�VEL INLET
2.
ELEVATIONS AF�E AS SHOT AND COORDINATED BY THE ENGINEER AND
PROTECTION DETAIL. II ,
BASED ON NGVD 1988.
13.
REFER TO SHEET 7 DETAIL EC4 FOR TYPICAL TEMPORARY CHECK DAM 04TAIL.
3.
THE PROPERTY PHYSICAL ADDRESS IS 870 US 70 WEST, HAVELOCK, NC
14.
REFER TO SHEET 7 DETAIL EC5 AND EC5 FOR TYPICAL PIPE FLARED EN1)` 1ECTION AND
28532.
OUTLET PROTECTION DETAILS. FLARED SECTIONS TO BE USED IF INDICATED ON THE PLAN
4.
AERIAL IMAGES ARE FOR CONCEPTUAL * SUPPLEMENTARY
OR AS DIRECTED BY THE ENGINEER.
INFORMATIONAL PURPOSES ONLY AND MAY NOT REFLECT ACTUAL FIELD
15.
CONTRACTOR SHALL INSTALL PROPOSED SEWER SERVICE LINE INTO EXISTING SEPTIC
SITE PROPERTY DATA
CONDITIONS.
TANK USING GREATER THAN OR EQUAL TO MINIMUM REQUIRED FALL AqD A MINIMUM
I
1=XI5TING USE: PREVIOUSLY CLEARED LOT.
5.
THIS PROPERTY SCALES IN ZONE X, PER FLOOD INSURANCE RATE MAP
COVER OF 3'.
.
NUMBER 3720G4 1 300J, EFFECTIVE DATE: JULY 2, 2004. THIS REPORT
I G.
REFER TO SHEET 5 FOR FUEL SYSTEM DIMEN5ION5 AND DETAILS. I
2.
PROPOSED USE: GAS STATION * STORE FACILITY.
IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
17.
51TE SIGN LOCATION. SIGN TO BE SELECTED, CONSTRUCTED, AND INSTALLED BY
3.
TOTAL EXISTING BUILDING SQUARE FEET: 0 SF .
G.
NO 404 WETLANDS EXI5T ON THE SITE.
OTHERS•
4.
TOTAL PROPOSED BUILDING SQUARE'.,FEET: 3,150 5F.
7,
THE SITE 15 NOT WITHIN AN AREA OF ENVIRONMENTAL CONCERN.
18.
CONTECH UNDERGROUND DETENTION SYSTEM, FA13RICATED FULLY OF 39" CMP AND
5.
TOTAL ACREAGE: 0.84 AC (3G,G55 5F);-
8.
THI5 SITE IS NOT WITHIN THE 100 YK FLOODPLAIN-.
BANDED. INVERT ELEVATION OF SYSTEM 15 2G.01. REFER TO SHEETS 9 it 10 FOR
G.
LAND 15 AND WILL REMAIN PRIVATE
9.
PROPOSED WATER PROVIDED BY CRAVEN COUNTY AND 15 SERVICE TO
DETAILS.
7.
COMMERCIAL LOTS EXISTING: 1,
SITE 15 EXISTING.
15.
24" CMP BYPASS TO MANHOLE WITH WEIR SET AT 26.5'. THI5 MANHOLEEI WEIR
6.
COMMERCIAL LOTS PROPOSED: 1 .
10.
WATER CONNECTION LAYOUT FROM THE EXISTING SERVICE BOX TO THE
ELEVATION SETS THE 13YPA55 STORM ELEVATION. =°
9.
HIGH DENSITY.
PROPOSED BUILDING SHALL BE LAID OUT IN THE FIELD DURING
20.
1 2" PIPE TO MANHOLE WITH 2' WET SUMP TO ACT A5 A FORT -BAY FOR THE STORMFILTER.
10.
TOTAL PARKING SPACES PROPOSED: 9 SPACES.
CONSTRUCTION AND IS NOT PROVIDED HEREIN.
SUMP ELEVATION 24'.;
1 1.
TOTAL IMPERVIOUS SURFACE AREA=�24,74G 5F +/--
1 1.
PROPOSED SEWER PROVIDED BY INDIVIDUAL SEPTIC SYSTEM AND IS
2 1 .
5TORMFILTER SYSTEM WITH REPLACEABLE CARTRIDGES. 1 2" INLET PIP4T INVERT
)2.
IMPERVIOUS RATIO: 92.3% (PROJECT AREA).
EXISTING.
ELEVATION 2G.0'. 1 2" OUTLET PIPE AT ELEVATION 25.0'. REFERTO.EN- NEERING
1 3•
PROPERTY DESCRIBED IN: DEED BK 1482, PG 280 •
12.
ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE ON-51TE
REPORT FOR FURTHER DETAILS. REFER TO SHEET 8 FOR DETAILS.
14.
PARCEL ID : G-033-003. �� fi.
5TORMWATER 5Y5TEM.
22.
PLANS DEPICT CONCRETE PAD AREAS FOR FUEL PUMP STATIONS ONLY; .PLEA5E NOTE
13,
THESE PLANS DO NOT INCLUDE LIGHTING OR SITE IRRIGATION LINES, IF
THAT CANOPIES ARE TO BE DESIGNED BY OTHERS AND NOT BE WITHIN . OF THE
q�
NECESSARY.
PROPERTY BOUNDARY.
23.
PAVED "BUBBLE" FOR TRUCK TURNING MOVEMENT.
' `
L RD, SEE DETAIL IS SHEE .
,
� F r ^i 1 - - f - -..l . - .. ... .. . - .... .. _ � a w f - i � \ � i.. .' J . ➢ . • i 1 � � F , � � i. �•-7 .... . S [ r . �4 - - - � � - :.
--J-ate.-_ �- _�•�l _�. .. _-_• _�- .-� ca• •3 ��_L.���.a _1 { jr ��.-•_L» _.•-�-�...�4-v l�i_��
GRAPHIC SCALE
20 10 0 20
PG 260
NOTE- TH15 5CALE APPLIE5 FOR
24"X 36" 5HFfT5 ONL Y.
PROJECT REVISIONS N
NO, 0ESCK1PT101V 6Y I DATf
I NCDOT MitfTING COMMENT5 JGT 1 1.20. 12
2 STORM DETENTION 5Y5TEM MOVt: JGT 01.30. 13
OWNERA)EVELOPER
4-GOV(N D, LLC
101 CHARLES STREET
HAVELOCK, NORTH CAROLINA 28532
CONSULTING ENGINEER
ThOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 28563
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
LAND SURVEYOR
JAME5 C. SIMMON5, A., PLS# L-3992
G03 WEBB BLVD
HAVELOCK, NORTH CAROLINA 28532
FINAL DRAWINGS
Released for permits only,
not released for construction.
'ti�tci>;irirrrrtrr l,`�tiii irrrrrrrr
CAR OL rrr!
p4,
o SEA9"
H SEAL = - L
�z C-438 1014
✓�1f f'f!J„f l'17iSl�tit ��� If ,!!� Ilf F511i11 11, �'1ti
fli frr lr 9 133
"BUILDING ,AREA" 5 6 PLAN
SITE IMPROVEMENT5
for
EXPRE55WAY #4
TOWNSHIP #6/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":20' DATE: 8-20.) 2
PROJECT #: 201 2-01 8 SHEET: 04 of 10

vt
/
LEGEND
5YMB0L
DE5CRIPTION
PG,
DF T
/
Property
I
Lines
-
------
Center Lines
71
/
Pavement Markirg/Lane Lines
l
Proposed Building
_
� _
r`I
'
h_
n
GAS/DIES.
Proposed Gas � Die5el Pumps
-
Proposed Spot 1=levatton5
'
a
3 O
a
Proposed Sidewalk * Pads
Proposes! Concrete Pavement
G1�
M
Existing Trader Lccatrons
z
Existing Overhead Electric Lines
-
-
i-
a
— 5 —
Exi5trng Septic Lines
-
x=
Proposed Septic Lines
x
M
T
r
Proposed Handicapped Parking
G
`
IIK
NE
No Entry * Directional 51gn5
E
FZ 9
K
Drainage Plow Direction Arrows
e
R4
i
T
I1
Proposed Storm Drain Pipe
6
ffi
�'
N
u�
�Y.
Proposed Area Drain
G
R5 ff
C
r-
Proposed Ditch/Swale Flov4ne
4
ED]
Pipe Flared End Section
7
1ECS "
If i
Temporary Construction i=ntrance
7
—0--��
Temporary Silt Fence
7
F; 2
r
,
0 0
° °
°ou
Hardware Cloth s Gravel Protect.
7
IE
r:
V
®
Temporary Check Dam
7
o
i
►'�
r' •
FIN#5f1ED GRADE
:sg.',
' 24" CYLINDRICAL
CONCRETE PEER
TYPICAL BOLLARD I1\15TALLATION
�
NC(S5ACCE551/
{
1=#i
FU EL SYSTEM KEY NOTES
1. GAS PUMP5 (4) TO PUMP LEFT AND RIGHT AND INCLUDE 3 FU>rL'
GRADE5 (67, 89,'33), {
2. TYPICAL FUEL LINE ROUTING. FUEL LINES TO BE 1 .5" XP-150-5C
FLEXIBLE TUBING.
3. 12,000 GALLON PARTITIONED FUEL TANK WITH 9,000 GALLON F
REGULAR FUEL CAPACITY AND 3,000 GALLON PREMIUM GRADE. FUEL
CAPACITY. TYPICAL TANK DIMEN51dNS (PLAN) ARE 8' X 32'-6"`:
4. 3,000 GALLON NON -HIGHWAY DIE5EL PARTITION.
5. 9,000 GALLON TRUCK DIE_9EL PARTITION.
G. FUEL TANK VENT LINE TYPICAL ROUTING.
7. FUEL TANK VENT LINES TO BE EXTENDED I O' ABOVE FINISHED,�RADE
AND ATTACHED TO THE REAR OF BOLLARDS. ;
8. DII=5EL PUMP ONE WAY ONLY (LEFT). d,
9. NON -HIGHWAY DIESEL PUMP ONE WAY ONLY (RIGHT).
10. DIE5EL PUMP ONE WAY ONLY (LEFT). �.
[
3 11
3 f .
Y
A
:1
i
s
F S
jr.,
Qm
GRAPHIC SCALE
r
10 5 0 10 D6 / 462
PG 2B0
NOTE• TH15 5CALE APPLlf5 FOR �
24"X 36" 51-IEFT5 ONL Y.
r�
PROJECT REVI5ION5
NO. DESGRIPTIDN BY DATE_
I NCOOT MEETING COMMENTS JGT I I.20. 12
2 5TORM DETENTION 5Y5TEM MO I/E JGT 01,3013
[�
OWNER/DEVELOPER A
4-GOVIND, LLC
101 CHARLf=S STREET F
HAVELOCK, NORTH CAROLINA 28532
T
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 4C I HOWELL ROAD LJ O -
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448 4 .
LAND SURVEYOR
JAME5 C. 51MMON5, JR., PL5# L-3552
G03 WEBS BLVD
HAVELOCK, NORTH CAROLINA 28532 H
FINAL DRAWINGS
Released for permits only,
r
not released r construction.
A
-
�1���`.iG i NEIlll,, ti C[A
5 gp ORS �,, S stoj-
F SEAL y _ SEAL ! H
C-438 CA
lal�7 ;
!11 'rrrrrr[[[,i}t` 11~ rr�lfV rrrrr[[rriti" OQ`� -
7 i>
191a 3t*S�lt��
FUEL SYSTEM A
Nt
51TE IMPROVEMENT5:
#s I
for
rh i
EXPRE55WAY #4
I
- f
TOWNSHIP #G/CRAVEN COUNTY/NORTH CAKOL:N
I
SCALE: I ": 10' DATE: 5.20. f 2 I
PROJECT #: 201 2-015 5Hf=frT: 05 of 10
T 1,.

GRADE ASPHALT/
GRA55ED PERIMETER
TO RIM
i
8
DETAIL R I -TYPICAL PAVEMENT CIZ055-5ECTION
4" CONCRETE SIDL-WALIC EXPANSION JOINT TOOLED CONTROL JOINT
MATERIAL @ SPACING EQUAL TO WIDTH
4 OR 10 LF MAX.
4"
GXG WWF
W4.OXW4.0 (MIN.)
COMPACTED 5UITABLE "5UBGRADE
IVOTE, ROUND hLL EOGF5 WWTri //0 9A005 TOOL
DETAIL R2 - TYPICAL 51 DEWALK CRO55-SECTION
-- NEW PAVEMENT SECTION
/ (5Ef DETAIL) 31000 P5I CONCRETE
1/4" RADIU5 ON W/ BROOM FIN15H
ALL EXi'05ED EDGES
(2) - #4 RE5AR 2"
x x x x x x �
c� <9 13 5 0
WWF", N01
_
1 C:OM PA��D,5U8 v
DETAIL R3 - TYPICAL TURN -DOWN 51DEWALK CKO55-5ECTION
r:I 11 Iv /`O AQO, GTA F{1417Fr)
TYPICAL 5WALE
DETAIL R4 - TYPICAL SWALE
w
K
iL
n
G• GRANULAR
MATERIAL BEDDING
CONCRETE BLOCK
N OTE5:
I.
DRAINAGE 5TRUCTURf TOP 5LAB NOT SHOWN FOR
CLARITY.
2.
DRAINAGE 5TRUCTURE5 SHALL BE PROVIDED A5
REINFORCED MA50NRY, MASONRY, CAS%IN--PLACE
ROADWAY PAVEMENT SECTION
REINFORCED CONCRETE OR PRECAST CONCRETE
(n'P") 3.
DRAINAGE 57`R1JCT0RE BA5f 50ALL BE PLACED ON
6" GRANULAR BEDDING.
4.
MINIMUM CONCRETE 5TRENG7H OF PRECA5T
DRAINAGE STRUCTURES TO BE 4, 000 P51 AT 28
DAYS"
5"
6" OF CLEARANCE SHALL BE PROVIDED ON 507-H
510f5 OF THE PIPE TO THE INSIDE WALL OF THE
BOX.
6.
CAST -IN -PLACE AND/OR PRECA5T CONCRETE
DRAINAGE 5TRUCTURE5 LOCATED WITHIN PAVED
I G" WIDE 5TEP5 INSTALLED 7"
AREA5 ACCE.55/5LE TO TRUCK LOADING-5 SHALL BE
FROM FACE OF WALL TO BACK OF
DE516NED TO MEET AA5HTO H5 20-44 LOADING.
- STEP AND AT VERTICAL 7"
DRAINAGFSTKUCTURE WALLS SHALL Of 0' THICK
SEPARATIONS NOT TO EXCEED i 2".
A5 TYPICAL, DRAINAGE STRUCTURES OVER 8' IN
15' CLEARANCE {=ROM CENTER OF
DEPTH (INVERT TO TOP OFCA5TING) SHALL HAVE
STEP TO OUT5IDE OF BOX.
WALLS 12' THICK. WHEN THE DRAINAGE
STRUCTURE DEPTH EXCEEDS B' IN DEPT17 THE
PRECAST BOXE5 JOINTS TO
BOTTOM .5LAB 5HALL BE REINFORCED.
BE SEALED WITH BUTYL
6.
FOUR INCH WALL5 ARE NOT ACCEPTABLE ON
RUBBER JOINT SEALANT
DRAINAGE 5TRUCTURE5.
BASE EXTENDED BEYOND ,9.
CLAY BRICK 5TROCTURf5 ARE NOT ACCEPTABLE
WALL EXTERIOR EDGE 10,
57EPS ARF 4ZfGU1KEV ON ALL DRAINAGE
57RUCTURE5 GREATER THAN 36" IN DEPTH.
11.
.5TEPS ARE TO BE PROVIDED ON NON -PIPE" WALL5.
12.
TYPE M MORTAR TO BE USED /N MASONRY BOXES.
13.
5ff 51rE PLAN FOR PIPE LOCATIONS.
14.
IN5/0f BOX WIDTH FOR NO PIPE' WALL5 5HALL Bf
PLAN INVERT ELEVATION
36INCHfS.
(INV.) 15.
ALL CONCRETE PIPE V5fD /5 TO BE CLA55 Ill,
- FORMED INVERT
MIN/11404.
DETAIL R5- TYPICAL AREA DRAIN
NATURAL AREAS
�OMPACTED DACKFILL IN 6
NCH LIFf5 AND 95% MIN.
)LN51TY OR AS SPECIFIED
5YTHE ENGINEER
IMPACTED SELECT
CKFILL WHERE 5PECIFIED
BE INSTALLED IN G" LIFT5
D 05% MIN. DENSITY
STONE TO EXTEND TO 12"
BEYOND PIPE SIDES (MIN.)
II57 5TONE
MIN. G" #57 5Tr)MF RF11DIKI(r,
ASPHALT (P(P.)
COMPACTED ABC STONE
AS 5PECIFIED
COMPACTED BACKFILL IN B
INCH LIFTS AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
5TONE TO EXTEND TO 12'
BEYOND PIPE SIDES (MIN.)
#57 STONE
MIN. G" #57 STONE BEDDING
PAVED AR>rA5
DETAIL RG -STORM DRAIN TRENCh I NG DETAILS
51GN STACK
ONE WAY
DO NOT
ENTER
O
ENTER
IN BACK
NOTES:
1. 5161V,5 TO Bf PLACED AS SHOWN ON THE PLAN,
FACING OUTWARD PARALLEL TO THE EXISTING PAVEMENT
EDGE
2. REFER TO MANUAL OF UNIFORM TRAFFIC CONTROL
DfVICE5 (MUTCD) FOR 516N DETAIL5.
3. ALL 51GN5 SHALL Bf MOUNTED AT 7 FEET FROM
GRADE TO THE 50TTOM fDGE OF THE SIGN FACE PfR THE s;
MUTCD)• MOUNTING HEIGHT CAN Bf REDUCED TO 5 FffT
!F PLACED IN AN AREA BETWEEN .5/DfWALK AND BUILDING
FACE IN WHICH 1',fDES7_RIAN5 ARE fYPfCTfO TO U5E
DETAIL R9 - NO ENTRY
DIRECTIONAL SIGNING
5.
P05T ELEVATION
t
{
{
MAw
2.5' !
- 1
II
;y �" _ •�
SW TOP OR
CUR15 FACE 211 ��
' -� 3° TOP PAVT.
8"
5/8" IKE15AR (2 REQ'D.)
c� �
SECTION I
V
Lit
1
DETAIL R7 - CONCRETE WHEEL STOP ,
At
OO O O O O ACCESfbLE _ I
ROUTE ,
RESERVED RESERVED NO,AR(ING
PARKING MUTCD PARKING MUTCD '
D15ABLD
R7-8 R7-8 PA55ENGER
12" X 18" 12" X 18" LOADING IOU
ONLY {
MUTCD MUTCD
VAN MAXIMUM MUTCD R7-1
ACCESSIBLE R7-8A PENALTY R7-8D f 2" X 18"
12" X G" $ 250 12" X 9`
PARQIq
® R7-8
p p � CURB LINE OR END OF -
MAXIMUM MUTCR �PARKINGSFACf
;t
PENALTY R7181) � R7-5A
$ 250 1 2 X Oil
Ct PARKING SPACE R7-8D
--; I
1 1/2" X 1 112" PROJECT REVISIONS =
U PAINT DGREY ND. DESCRIPTION BY DATE - 1
I l NCDOT MEETING COMMENTS JOT I I.20. l 2
�J -
2 5 TORM DETENTION 5Y5TEM MOVE JG r 0 l" 30. l 3
NOTES:
l , pNf OUT OF EVERY EIGHT (8J ACCESSIBLE SPACES, _ - � .
BUT NOT Lf55 THAN ONE 15 RfOU/RED TO Of VAN I r:� =�
ACCESSIBLE
2. REFER TO MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) FOR SIGN DETAILS. 1 2� � GRADE r r
3, R4MF5 ARE REQUIRED AT LOADING ZONE IF
ACCF55/8Lf ROUTE 15 A RAISED SIDEWALK AREA.
4. ALL 516N5 SHALL BE MOUNTED AT 7 FEET FROM
GRADE TO THE BOTTOM EDGE OF THE 516M FACE PfR T17f 4 _g
MUTCD). MOUNTING HEIGHT CAN 6f REDUCED TO 5 FEET
IF PLACED IN AN AREA BfTWffN SIDEWALK AND BUILDING OVVN E RID ITV E LO P E R
FACE IN WHICH PfOE5TRIAN5 ARE EXPECTED TO U5E CONCRETE kk
4-GOVIND, LLC r�,
` \ FbOTFR
10 1 CHARLES STRffET DETAIL R8 - hAN DI CAPPED PARKING HAVELOCK, NORTH CAROLINA 28532
SIGNING STANDARDS = conlsuLTING ENGINEER
y 4
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 40 1 HOWELL ROAD �
L 1 ;�
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) 63G-2448 � r 1
TOP OF ROOTBALL I' 1
ABOVE FIN
TOP GRADE LAND 5 U RV EYO R '-- --<
P
Q 3' STRAW OR MULCH 5EDDIN
�] 3 sAUCERAROUNOTREE JAME5 C. 5IMMON5, JR., PL5# L-3992
�1 G03 WEBB BLVD
a Q PERMEABLE ROOTBALL FABRIC (rrP.) HAVELOCK, NORTH CAROLINA 28532 �--�
ar
r
q •, v` v�/, _ FINAL DRAWINGS
L7, sACKFILLMArTRIALuN s1u tDsg`t Released for permits only,
- not released fo construction.
RUBBER 1­1051NG FOR REINFORCEMENT - 2
ao AoQa6 p a Cl ShRUD PLANTING ELEVATION ==
av ltt1trlrrrrfr�� `,�ti(11� sCsrArlfOLr,J!
TOP OF ROOTBALL I' - 2' # 1 2 GAUGE GUY WIRE S` ++1+111R �l f, f-1 I
ABOVE FIN15HF9 GRADE 1titii,i111lr+rfi j Ir• _ ` i �s fr+'' % • i r
CON5TRUCTIONFLAGGING og,P Rq�,41,
3' STRAW OR MULCH BEDDING TfFI!,WELL
��, = y 3' SAUCER AROUND TREE PERMEABLE KOOTBALL FABRIC SEAL RppT BALLSEAL lF x r
C-438 1�= 10147�ti
WOOD 5TAKE ,s, a �O ,�•�,� •- '�"' �«
\Z/
2'- 4' MOUND : !i1 1 g g 3 �` ��• 'I,,r 1 [� ��� k
T�.',•fill III, '1 rr)11Ill>•i'� _ - �- 5
ii v+ v 1 r I
z" X z" STAKE
BACKFILL MATERIAL / i , / �� ��\' x .
\\\�� /dsrur3�D soyL , ;'" K. GRADING D RAI N AG ETAI L5
TREE PLANTING ELEVATION STAKING PLAN (TKI= 5) SITE IMPROVEMENTS
for
- LANDSCAPING TAIL _ EXPRESSWAY #4
DETAIL L LANDSC P NG DE 5 ,
I
N0TE.5: TOWN5HIP #G/CRAVEN COUNTYMORT}1 CAIKOUNA F' 1
I. CONTRACTOR SHOULD EXERCISE CARE TO fN5URE THAT ALL fX15TING DRAINAGE 5TRUCTURE5 AND LIRLITIf5 ARE PROTfGTfD AND MAINTAINED DURING SLANT IN5TALLARON5.
2. ALL PLANTINN55TALLATIO5HAILCOMFD'WITHAPPLICABLEMUENICIPALAND5TATORDINANE5CANDCOOf5. E SCALE: N.T.S. DATE: 8.20.12
3, PLANT MATfR1AL5 5HALL Bf INSTALLfO PfR THE PLAN-5ANDDETAIL.5. MULCHED AND 5TR,AWPD 6ED5 THAT ADJOIN TURFAREA5 5HALL Bf FINISHED WIVE �4 4"X 4" -1-TRENCH TO e 1
PROVIDE ADEQUATE TR,AN5ITION. {
4. ALL LANDSCAPED AREA5 5HALL BE nAI15H GRADED AND HAVE A SMOOTH fVEN SURFACE PRIOR TO PLANT 1N5TALLATION.t, PROJECT #: 20 12-0 18 SHEET: 06 of 10 '
5. CONTRACTOR SHALL VfRh Y PLANT QUANTITIf5 PRIOR TO IN57ALLATION. QUAN7'1T1f5 SHOWN IN THE PLANT LIST ARE FOR C0AVfN1fNCf ONLY. WHERE D7,5GREPANCIES OCCUR
PERSPECTIVE
IP

I
t
r
4
t F -
CARRY RIP -RAP UP 51DE5 OF SPILLWAY
MAINTENENCE A
NOTE: KEY THE STONE INTO THE DITCH bANK5
I . INSPECT CHECK DAMS AND CHANNELS A MINIMUM OF 18" TO AVOID WASHOUTS I< 2
FOR DAMAGE AFTER EACH RUNOFF PROM OVERFLOW AROUND THE MIN.
EVENT. DAM
Q� PLAN 2. REMOVE SEDIMENT ACCUMULATED I' MIN. FREEBOARD 0 0
0. BEHIND DAMS AS NEEDED TO PREVENT o 800
DAMAGE TO CHANNEL VEGETATION FLOW #5 WA5HfD "oo 8!g , Coj i
3. ALLOW THE GHANNI=L TO DRAIN SroNe ;: op o 00 0 00 oU
b S�, THROUGH THE STONE CHECK DAM AND ^TEMPORARY GKAS5 75'-I00' ArIEAD o ��� � poo o�
gooBooSooBoSc
PREVENT LARGE FLOWS FROM OF CHECK DAM :::o�oo 0000000000 o-d'ooc
CARRYING 5EDiMENT OVER THE DAM.
4. ADD STONES TO DAM AS NEEDED TO
4 A MAINTAIN DESIGN HEIGHT AND #I R€P-RAP
CRO55-SECTION. r �b .� FLAN
�.
VARIES
Z, MIN
y 1 Q 6 r
2"-3" COARSE AGGREGATE E5A5E�.
E" TrICKNE55 (MIN.) IOF MINIMUM
GEOTEXTILE FABRIC '
CARRY RIP -RAP UP SIDES
# I RIP -RAP (TYP) OP SPILLWAY (lYP)
50' MIN.
GEOTEXTILE fABRIC
ION TO DIRECT
SECTION 4 DIVE�.s
KUNOff FROM R/W
DETAIL EC I — TEMPORARY GRAVEL CON5TRUCTION ENTRANCE
O" MIN.
VARIES AS DIRECTED BY ENGINEER
8' MAXIMUM
STAY WIRES AT 12" I NTERVAL5
TOP STRAND
10 GAUGE MIN.
LINE WIRES 1 2-1/2
GAUGE MIN.
BOTTOM STRAND
10 GAUGE MIN.
SILT FENCE NOTES
I . WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF G LINE WIRES WITH 1 2"
STAY SPACING.
GROUND LINE 2. FILTER FABRIC SHALL BE A MINIMUM OF 30 IN
WIDTH AND SHALL BE FASTENED ADEQUATELY TO
THE WIRE AS DIRECTED BY THE ENGINEER.
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL
BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. WIRE FABRIC SHALL BE FASTENED TO WOOD
F05T5 WITH NOT LE55 THAN #9 WIRE STAPLES
1 - I/2" LONG.
NAIL EC2 — TEMPORARY 51LT FENCE
1 9-GAAGE HARDWARE CLOTH
PLAN
DETAIL EC3 — HARDWARE CLOTH AND GRAVEL I N LET PROTECTION
` v v I' MINIMUM PR>=E60ARD
............:............:.....:..........'.'
.... ...
Iwo .:......:...:.:.:.:.:.:.:.:.:.:.....:.:.:.:...:.:.:.:.:..:. o
18"INTO 6ANK(IYPj .............................
#5 WASHED STONE
VAKIE5
SECTION A -A
MAXIMUM SLOPE
DETAIL EC4 — TEMPORARY GRAVEL � RIP —RAP CHECK DAM
RIP RAP TO EXTEND ONE
ZETE FLARED END 5ECTlON
V51ON5 MAY VARY)
BENCHING
NOTES:
FLARED END 5ECTIONS MAYOR MAY NOT 8E 05ED. REFER TO PLAN DRAWINGS
AND/OR CONTACT THE ENGINEER FOR FLARED END LOCARON5.
2. PIPE END TREATMENT WITHOUT FLARED END SECTION TO 8E INSTALLED IN A 5/MILA9
FA5tilON TO THIS DETAIL.
DETAIL EC5 -- 5TORM PIPE OUTLET PROTECTION
AND END TREATMENT
• TEMPORARY
I PERMANENT
Sep -Apr
May -Aug
I Dry 5oil5
%, -t 5oil5
Seed Typle
Minimum Application
Rate (61ac)
Bahia, Pen5acob Var.
30
25
Bermuda
30
25
Carpetgra55
25
Centipede
10
German Millet
50
50
25
25
Kobe Le5pedeza
-
20
Tali Fe5Cue
50
Totals
100
50
1 15
100
DETAIL ECG — SEED 5PEC1 FICATI ON AND
APPLICATION RATES
0
U
R
••'S
ky' i�lI
L 1 : �'
- -i�l
� err. ti��4•tY�f�.. �a'J!- _
—1 �.'.•J i3�■lr_ 5--`�LIL_zk-r:U �!!Y-L"!.•i1L33a
N*:-'d1 UdiTA 4-ft1it_xLA 11L
s-
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r�
-` 7 N
i
1 r
Tk .
Y t- J (•
4
.f
r
i✓ -
f
=A
f - ;
PROJECT REVISIONS 4F
NO. DF5CRIPTION BY DATE
I NCDOT MEETING COMMENT5 JGT , / 1.20. 12 s
2 STORM DETENTION 5YSTEM MOVE JGT I O /.30. l3
r I
OWNER/DEVELOPER
4-GOVIND, LLC ,
I
101 CHARLE5 STREET
HAVELOCK, NORTH CARCUNA 28532
r
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWELL ROAD ;
NEW BERN, NORTH CAROLINA 285E31 1
1
OI F- CE: (252) G37-2727 PAX: (252) G36-2448
LAND SURVEYOR
JAME5 C. 51MMON5, JR., PL5# L-3992 ,
G03 WEBS BLVD -
HAVELOCK, NORTH CAROLINA 28532 I
FINAL DRAWINGS
Released for permits only, J
not released for construction. -
AI ` 0�
0''.(ji,
aaJ77J! r f,J'Y9� - r-
��' SEALSE
0
AZ:``
CA
frrlrrffll3'3V�t l�rI r'I111110
EROSION CONTROL DETAIL5
51TE IMPROVEMENTS
for
EXFRE55WAY #4
TOWNSHIP #E/CRAVEN COUNTY/NORTH CAROLINA I
t
`3
SCALE: N.T.S. DATE: 6.20.12 t
PROJECT #: 201 2-0 r 5 SHEET: 07 of 10
ti

(2--0")
A
�1
F INLET
CONTRACTOR TO GROUT
INLET
DISSIPATOR
INLET PIPE
012" A2000
FRAME AND
COVER (TYP)
(I T-D")
PLAN VIEW
1 LY■■ 1%11
SECTION A -A
(5r-,9")
OUTLET
RIM ELEV. 29.00'
INLET
INV, ELEV. 26.00'
OUTLET
INV. ELEV. 25.00'
f PIPE
AT'L
INLET
DISSIPATOR
2" PVC
SLIP PLUG
u
FILTRATION BAY
` STEP
El
77
FLOW '
4•
OUTLET
STORMFILTER SAY
CARTRIDGE
(12'-0,1\
SECTION B-B
VAULT STYLE: 11 H FULL HEIGHT BAFFLE WALL (NIB)
MATERIAL LIST- PROVIDED BY CONTECH SITE DESIGN DATA
COUNT
DESCRIPTION
INSTALLED BY
6
18" LOW DROP, VOLUME, PERLITE CARTRIDGE (PRP)
CONTECH
6
2" PVC SLIP PLUG
CONTECH
1
FLOW KIT
CONTECH
1
INLET DISSIPATOR
CONTECH
1
JOINT SEALANT (BY PRECASTER)
CONTRACTOR
3 PLCS
GRADE RINGS/RISERS
CONTRACTOR
3
030" x 4" FRAME AND COVER
CONTRACTOR
WATER QUALITY
N/A VOLUME
FLOW RATE
BASED
PEAK FLOW
NIA OFFLINE
RATE
RETURN PERIOD
NIA OFFLINE
OF PEAK FLOW
FILTER MEDIA TYPE
PERLITE
PERFORMANCE SPECIFICATION
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA
i
N
DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 37 SECONDS.
SPECIFIC FLOW RATE SHALL BE 1 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BYTHE
MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM).
GENERAL NOTES
1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH
REPRESENTATIVE. www.contechES.com
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEETAASHTO M306 LOAD RATING, ASSUMING EARTH COVER OF 0'
- 5', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM
ACTUAL GROUNDWATER ELEVATION.
INSTALLATION NOTES
1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL I
BE SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SET THE STORMFILTER
STRUCTURE (LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. P
5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
STRUCTURE WEIGHT
?i
APPROXIMATE HEAVIEST PICK =T.B.D. L@S. �
CONIr_
=f
'PROPOSAL
;
DRAWING
:s
F �• .
Sy
Y
�R
,r �,'3
7 1v� �
�• 31 i'
.� v �.' 1
•
.,
a -I �
..- _ . _•1.1 �3i rr \_.,— �•�.�ti.a � .J ll fa
_. . � I _ .
..a. ■_•t'�L ii•_k .1 -3 i-•
i9
Ef
T
L
S
77 PROJECT REV15IONS
NO. DESCRIPTION BY DATE
I NCDOT MEETING COMMENTS JG r 11. 20. l 2 _ ,
2 STORM DETENTIDN SYSTEM MOl/E J67 O I , 30. / 3
r�
OWNER/DEVELOPER
4-GOVIND, LLC
101 CHARLE5 5TRfET
HAVELOCK, NORTH CAROLINA 28532 6 T
CONSULTING ENGINEER �
THOMA5 ENGINEERING, P.A.
P.O. SOX 1309 - 40) HOWftL ROAD
NEW BERN, NORTH CAKOLINA 285G3
OFFICE: (252) G37-2727 FAX: f252) 63G-2448 4
r
LAND 5 U RVEYO R
JAME5 C. 51MMON5, JR., PL5# L-3992—_p
G03 WED15 5LVD
HAVELOCK, NORTH CARCLINA 28532
E
AL DRAWINGS
eased for permits only,eleased for construction.
`11t{fif131Illll, `,11i iIIIIlllll! 7
ti / x
GINE4j1.,1 tip` � 0 „e,ARLj'J,
yti `1 r rr.. l'• . ',E SSI"', 1
H = SEAL 9 _ _ SEAL
Z C-438 10147
'err rrrrrrr,„„s,ti
lrl ft� I191a 311-011%
STORM FI LTER 5YSEM
51TE I M PROVEM ENT5
for
A
EXPRE55WAY #4 s
TOWN5HIP #G/CRAVEN COUNTY/NORTH CARCLINA
5CALE: N.T.S. DATE: 8.20.I2
, PROJECT #: 201 2-018 1 511EET: 08 of 10
:J

30"
—1 1. &--a I v- . -
RISER (TYP.)
SEE DETAIL
r i r-LLJ
ELEVATION
TYPICAURISER DETAIL
SCALE: N.T.S.
2411 ID
SLEEVE TO
CONNECT 18'
RCP STORM
DRAIN
621-01t
30" X 20' 30" X 18'
v
R
SUMP ASSEMBLY:
OLE W/ 454 LF OF 30" A2000
kNHOLE SYSTEM INVERT: 26.00'
STORAGE VOLUME: 2,226 CF
LOADING: HS20
Rim = 29.00
12ga. STEEL
EXTEND ANGLE
TO EDGE 0
BULKHEA
REINFORCING ANGL
TO BE DESIGNED A
. FINAL DRAW] NG
)e = 28-50
of pipe =26.00
f Stone =25.50
TYPICAL STEEL BULKHEAD DETAIL
SCALE: N.T.S. . .
.-L
mi.
4-
I�
I•
0
a
PROJECT REVISIONS`
NO. DE5C,2IPTION dY DATE
NCOOT Mf&TINO COMMENTS J6T
2 5 TOKM DETENTION 5 Y.5 7-fM MOVE 36F 01,30 131
OWNER/DEVELOPEP,
7�
4-GOVIND, LLC
101. CHARLE5 STREET
HAVELOCK,- NORTH CAROLINA 28532
r
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. SOX 1303 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3C,-2445
LAND 5UKVffYOR
JAME5 C. 51MMON5, JR., PL5# L-3992
G03 W1513 13LVD
HAVELOCK, NORTH CAROLINA 28532
FINAL DRAWINGS
Released for permits only,
not released r construction.
A I?
ss,
4-
IPO
SEAL SEAL
1
C-438 0147
J)
9 8,3
CMF DETENTION -M
SITE IMPROVEMENTS
for
EXPRESSWAY #4
TOWNSHIP #G/CRAVEN COUNTY/NORTH CAKOLINA
SCALE: N.T.5. DATE: 8.20.1 2
PROJECT #; 20) 2-0 18 5hffffT: Oe of fO
4

e
�_
1.) RIGID OR FLEXIBLE PAVEMENT
2.) GRANULAR ROAD BASE
3
3.) 12" MIN. FOR DIAMETERS THROUGH 96"
18" MIN. FOR DIAMETERS FROM 102"
AND LARGER MEASURED TO TOP OF
RIGID OR BOTTOM OF FLEXIBLE
5 PAVEMENT.
4.) SELECT GRANULAR FILL PER AASHTO M145
A-1, A-2 OR A-3 OR APPROVED EQUAL.
PLACED IN 8" LIFTS (COMPACTED TO MIN.
90% STANDARD DENSITY PER AASHTO T-99.)
a 5.) CONTECH C40 NON -WOVEN GEOTEXTILE IF
REQUIRED BY ENGINEER OF RECORD TO
PREVENT SOIL MIGRATION.
6.) GRANULAR BEDDING, ROUGHLY SHAPED TO
FIT THE BOTTOM OF THE PIPE, FROM THE
SPRINGLINE OF THE PIPE TO 4"-6- BELOW THE
BOTTOM OF THE PIPE. (STONE OR OTHER
SUITABLE GRANULAR MATERIAL USED IN THIS
SECTION SHALL ADHERE TO BACKFILL MATERIAL
AND COMPACTION SPECIFICATION INDICATED BELOW).
FOUNDATIONIBEDDING PR'-PARATION
PRIOR TO PLACING THE 3EDDING, THE FOUNDATION MUST BE CONSTRUCTED TO
A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION
MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED
AND BROUGHT BACK TC THE GRADE WITH A FILL MATERIAL AS APPROVED BY
THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE
4 INCHES OF A WELL -GRAVED GRANULAR MATERIAL SHALL BE PLACED AS THE
BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO M-145 OR
A WELL -GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE
INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8-INCH LOOSE
LIFTS AND COMPACTED TO 90% AAS'-�TO T99 STANDARD PROCTOR DENSITY.
WHEN PLACING 1 HE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE
THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE
HAUNCHES. BACKFILL SH,,LL BE PLACED SUCH THAT THERE IS NO MORE THAN
A TWO LIFT (16") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME
DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG
THE LENGTH OF -`HE DETENTION SYSTEM AT THE SAME RATE TO AVOID
DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BF,C;4FILL MATES". AL MAY BE ALLOWED DEPENDING ON SITE
SPECIFIC CONDF IC'NS. REEFER TO TYFICAL BACKFILL DETAIL FOR MATERIAL
REQUIRED,
BACFILL DETAIL
3 SCALE: N.T.S.
TEMPORARY COVER FOR
CONSTRUCTION LOADS
HEIGHT
OF
COVER
CONSTRUCTION LOADS
BOLT, BAR AND STRAP
CONNECTOR
07N' BAR
OYz BOLT
CONNECTION DETAIL
SINGLE BOLT, BAR AND STRAP
:�H-12 HUGGER
BAND
NO GASKET
GENERAL NOTES
1. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12' THRU 48", 1-PIECE
54" THRU 96", 2-PIECE
102" THRU 144", 3-PIECES
2. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS
3. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2%' xYs". DIMENSIONS
ARE SUBJECT TO MANUFACTURING TOLERANCES
2 H-12 HUGGER BAND DETAIL
3 SCALE: N.T.S.
FINISHED
GRADE
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
AXLE LOADS (kips)
INCHES
18-50
1 50-75
1 75-110
1 110-150
MINIMUM COVER (FT)
2.0
2.5
3.0
3.0
12-42
48-72
3.0
3.0
3.5
4.0
78-120
3.0
3.5
4.0
4.0
126-144
3.6
4.0
4.5
4.5
4
A
ACCESS CASTING TO BE
PROVIDED AND INSTALLED
BY CONTRACTOR.
N
4 co a_�_Qgrt T :o� _I-7r Q' �a�e_ __40
GASKET MATERIAL O CMP RISER
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON p
RISER TO BE PROVIDED BY
CONTRACTOR. 0B 11" TYP.
SECTION VIEW
✓�OO
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
"MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
3 CONSTRUCTION LOADING DIAGRAM I
4 SCALE: N-T.S.
OPENING IN
PROTECTION
SLAB FOR
CASTING
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
SPECIFICATION FOR CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL HANDLING AND ASSEMBLY
SCOPE
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF
(NCSPA)
THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
INSTALLATION
MATERIAL
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26,
REQUIREMENTS OF AASHTO M274 OR ASTM A929. -
DIVISION II OR ASTM A798 AND IN CONFORMANCE
-'_
WITH THE PROJECT PLANS AND SPECIFICATIONS.
PIPE -
IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS
THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE
WITH THE SITE ENGINEER.
REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
OA
013
#4 DIAGONAL TRIP
BAR (TYP. 4 PLACES;
SEE NOTE 7
_ 2" COVER
(TYP)
1
OPENING I
PROTECTIO
SLAB FOI
CASTIN,
STANDARD STANDS
REINFORCING, REINFORCI,.,., --
SEE TABLE SEE TABLE
11
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
I
I
REINFORCING TABLE
"BEARING
0 CMP
A
0 B
REINFORCING
PRESSURE
RISER
(PSF)
24"
0 4'
26"
#5 C 12" OCEW
2,410
4'X4'
#5 @ 12" OCEW
1,780
30"
0 4'-6"
321,
#5 @ 12" OCEW
2,120
4,-6" X 4,-6"
.
#5 @ 12' OCEW
1,530
36"
0 5'
38'
#5 @ 10" OCEW
1,890
5' X S
#.5 0 10" OCEW
1,350
42'
0 51-60
44"
#5 @ 10" OCEW
1,720
V-6" X V-6m
#5 C 9" OCEW
1,210
48 "
0 6'
50'
#5 @ 9" OCEW___j
1,600
6' X V
#5 @ 8" OCEW
1.100
"ASSUMED SOIL BEARING CAPACITY
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 7. TRIM OPENING WITH DIAGONAL 04 BARS, EXTEND
BARS A MINIMUM OF 12" BEYOND OPENING, BEND
2. DESIGN LOAD HS25. BARS AS REQUIRED TO MAINTAIN BAR COVER
3. EARTH COVER = 1' MAX. 8. PROTECTION SLAB AND ALL MATERIALS TO BE,.
PROVIDED AND INSTALLED BY CONTRACTOR.:
4. CONCRETE STRENGTH = 3,500 psi F x
9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY.
5. F EINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND -
OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN 4 MANHOLE CAP DETAIL
THE SAME PLANE 4 SCALE: N.T.S.
�T
7n
hJ rl
T
�rt
'TAj f 1 l
I •�
f .
4
�•i
r,
rt }
:7
PROJECT REV151ON5 +� i
NO. DESCRIPTION BY OATS
I NCDOT MEETING COMMENT5 JGT 11. 20. l2
2 5TORM DETENTION 5Y5TEM MOI/E JOT O 1.30. l3 w 'I
y y
i��
rI
OWNER/DEVELOPER '
4-GOVIND, LLC
10I CHARLES STREET -�
HAVELOCK, NORTH CAROLINA 285�2
CONSULTING ENGINEER'
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HO'WELL ROAD k �
NEW 6ERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-244,5
LAND 5U VEY R OR -.
JAME5 C. 51MMON5, JR., PL5# L-3532 r�
G03 WEBB BLVD s
HAVELOCK, NORTH CAROLtNA 28532 f.
FINAL DRAWINGS
Released for permits only,
not released for construction. �..
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CMP DETENTION 5T_M
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5ITE IMFKOVEMENTS
for I
EXFKE55WAY #4
TOWN5HIP #G/CRAVEN COUNTY/NORTH CAKOLINA 4
5CALE: N.T.5. DATE: 6.20.12
1
PROJECT #: 201 2-O 18 SHEET: 10 of 10 Y
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