SW7060822_APPROVED PLANS_20061003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATEp/_
YYYYMMDD

5
BOSCH AND
SIEMENS ADVANCED
MANUFACTURING
CENTER AT CRAVEN
COMMUNITY
COLLEGE
IZIVEN ?V1 MUNITY COLLAGE
-FINAL DRAWINGS -
BOSCH AND SIEMENS FOR REVIEW
PURPOSES ONLY
ADVANCED MANUFACTURING.....................
CENTER
NEW BERM, NORTH CAROIINA
STEWART PROJECT NO. C60 10
PERMIT DRAWINGS p
BONEY
AUGUST
25,
2006
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
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COPYRIGHT 2006 ALL RIGHTS RESERVED
-� US 70
PRINTED OR ELECTRONIC DRAWINGS AND
1[gSJa•c
DOCUMENTATION MAY NOT BE REPRODUCED
T° f4w*I` IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD
VICINITY MAP s IAT�h'�T' Mom'
mu REVT rc 46v
B SHEET INDEX
COV COVER SHEET
COOO EXISTING CONDITIONS
C100 DEMOLITION PLAN
C200 SITE PLAN
C300 UTILITY PLAN
C400 GRADING, STORM DRAINAGE AND DATE: ;, AUGUST �
EROSION CONTROL PLAN „E�o°a. �„e,,.,
Ll 00 LANDSCAPE PLAN �`c" �����
C900 SITE DETAILS �"'"�"""'�=��°°
C901 UTILITY DETAILS m�3� °tl.���
A C902 STORM DRAINAGE AND EROSION 1l31tlMW2101S
CONTROL DETAILS `wMO coven
128 E. HARGETT STREET
SUITE 310
RALEIGH, NC 27601
T 919.719.1045 " cov
IF919.719.1049 z°
www.stewait-eng.com U
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S T E W A R T
®2otl6. All dee..'g,1andcallktlaneirldigwmp�etfd°.,drawing..Intl=p..ih.a'...pr.y—'y SOLUTIONS THROUGH LISTENING
Stewart Eng lneering, Ins. are Instruments of professional sa intentletl for •ne�time use. They ere subject m
copyright and other pmperty rl ght laws aid shall remain the prop.rty o15t.wart Engine a nng, Ins. They are nat
to be copied, mntlifi•d, or changed in any manner whatsoever nor assigned tp a third party without prior written
permission p' Stewart Englneering, Inc.
1 4 1 5 g CONSTRUCTION DRAWINGS 3

1
2
3
4
5
0
E
C
B
u
SURVEY BY:
ROBERT H. DAVIS, PLS
SURVEYORS AND PLANNERS
7175 HIGHWAY 70 EAST
NEW BERN, NORTH CAROLINA 28562
phone/fax [phone]
SURVEY NOTES:
THIS PROPERTY SCALES WITHIN AN UNSHADED ZONE X ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE
MAP "3720556000 J" DATED JULY 2, 2004. THIS STATEMENT DOES NOT
SUPERCEDE THE ABOVE REFERENCED MAP.
NO WATER COURSE OR 100—YR FLOODPLAIN AS MAPPED BY FEMA OR AS
DEFINED BY ANY FEDERAL OR STATE OR LOCAL AUTHORITY IS LOCATED
ON THIS PROPERTY.
ELEVATIONS ARE BASED ON PREVIOUS INFORMATION AS TO FINISH FLOOR
OF BUILDING "F" SUPPLIED BY PETERSON, EURE AND ASSOCIATES, PA.
128 E. HARGETT STREET
SUITE 300
0
27601
S
919.7LEIGH, .1
T 919.719.1045
�
F 919.719.1049
z
www.stewaet-eng.com
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T E W A R T
2
®loos: nlf docum.nle ane c.Jd j n— hdndldg cnmppte, rlks, drawings. and—Olcatl-prepared dr
Stewart Engina-n, Inc. are inslt.manle
of prafrasianel service Intended k, one-tlme use. They are subject
Ia
-py,ighl a,d olhar pmparty right 1— end shall rcm eln the property 5-- Engineering, T- They are 11
tg be ccpGtl, madlbad, - ch-g.d In
any manner what —., nor acslgned Ic a third party wlthca[ prl.—Itt-
parmissnn N Stwart En m.nng, Inc.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
w
BOSCH AND
SIEMENS ADVANCED
MANUFACTURING
CENTER AT CRAVEN
COMMUNITY
COLLEGE
.......................
• - FINAL DRAWINGS -
• FOR REVIEW
• PURPOSES ONLY
a
.......................
BONEY
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
WWW.LS3P.COM
fps
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2006 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD,
REVfSfONS:
PROJECT: 7202-041260
DATE: 21 AUGUST 2006
DRAWN BY: DMB
CHECKED BY: GHSIJTJ
EXISTING
CONDITIONS
C000
SOLUTIONS THROUGH LISTENING
1
2
3
4
5
C-j
CONSTRUCTION DRAWINGS

1
2
3
4
5
0
E
C
B
A
TEMPORAF
FENCE
25' WI[
AT ELE
15" HDPE 0
1,00% SLOPE
NOTES:
1. SEE STANDARD AREA DRAIN DETAIL ON
SHEET C902 FOR BOX AND GRATE
DIMENSIONS.
2. IN THE CASE EMERGENCY DRAWDOWN
IS REQUIRED, STORMWATER SHALL BE
PUMPED FROM THE BASIN INTO THE RISER
STRUCTURE,
3. CONTRACTOR TO CLEAN EXPOSED
CONCRETE SURFACE OF RISER STRUCTURE
REMOVE ALL LETTERING AND PAINT.
INFILTRATION BASIN RISER DETAIL
31.00
28.20
29.50
35
TOP OF BERM
— ELEV 31.75'
EMERGENCY,
SPILLWAY —
ELEV 31.25'
TIE TO
EXISTING
GRADE
30
25
0+00
TROPOSED
B
DG —
-PROPOSED
GRAD
STORAGE
EL ATIO.
d '
.-»—...
I
I
I
I
I
I
INVRTELV29.50'
I
WATER
ELEV
28.0 '
0+25
0+50
INFILTRATION BASIN - SECTION A -A
SCALE:
HORIZONTAL 1'=10'
VERTICAL 1'=2'
0+75
35
30
25
0+90
SHEET NOTES
ANY DIMENSIONS GIVEN ARE IN RADII, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE,
CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS AS ISSUED, AND ANY AND
ALL APPLICABLE STATE, COUNTY AND LOCAL CODES.
EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE
REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF
THE OWNER OF THE IMPROVEMENTS.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, AND/OR
ANY OTHER REQUIREMENTS WHICH MUST BE MET UNDER CONTRACT.
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS
SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER OR OWNER'S
REPRESENTATIVE.
EROSION CONTROL NOTES:
INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS
REPRESENTATIVE. FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND
EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
NO SEDIMENT SHALL BE ALLOWED TO RUN OFF SITE. IF SEDIMENT IS TRACKED OFF SITE,
IT MUST BE CLEANED IMMEDIATELY.
WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER
SEEDED AREA WITHIN 24 HOURS OF SEEDING.
EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED WITH
ENOUGH LEAD 71ME FOR AN INSPECTION TO MEET YOUR SCHEDULE.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT FROM THE DEPT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALITY SECTION TO SCHEDULE AND HOLD A PRECONSTRUCTTON MEETING WITH THIS
OFFICE PRIOR TO STARTING ANY CLEARING AND GRADING OPERATIONS.
2. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON THE PLANS. CLEAR
ONLY THE MINIMAL AMOUNT NECESSARY TO GAIN ACCESS AND INSTALL THE INITIAL
MEASURES.
3. BEGIN CLEARING, GRUBBING, AND GRADING SITE. INSTALL STORM DRAINAGE SYSTEM
ALONG WITH APPROPRIATE INLET PROTECTION.
4. REGULAR MAINTAINANCE AND REPAIRS OF EROSION CONTROL MEASURES ARE REQUIRED
TO INSURE PROPER AND CONTINUED FUNCTIONING OF THESE DEVICES.
5. MUD AND DEBRIS MUST BE KEPT OFF OF ADJACENT ROADS.
6. STABILIZE DISTURBED AREAS WITHIN 21 WORKING DAYS AFTER THE COMPLETION OF ANY
PHASE OF GRADING ACTIVITY.
7. COMPLETE GRADING OPERATIONS, SEED AND MULCH ALL DISTURBED AREAS SUFFICIENTLY
TO PREVENT EROSION. REMOVE TEMPORARY EC MEASURES AND PROPERLY DISPOSE OF ANY
ACCUMULATED SEDIMENT AND/OR DEBRIS. SEED AND MULCH ALL AREAS DISTURBED BY
THIS PROCESS.
8. CALL THE DEPT OF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION TO
ARRANGE A FINAL SITE INSPECTION. IF APPROVED, ANY EROSION CONTROL BOND WILL BE
RELEASED.
9. REMOVE ALL TEMPORARY MEASURES AFTER THE SITE HAS BEEN PERMANENTLY
STABILIZED AND APPROVED BY INSPECTOR.
MAINTENANCE PLAN
1. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL
CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION
AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL
2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS
DURING CONSTRUCTION, AND OWNER IS RESPONSIBLE FOR MAINTENANCE OF ALL
PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY
PERMANENT METHODS ARE REQUIRED.
3. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT
OF 0.5 INCHES OR GREATER AND AT A MINIMUM OF ONCE PER WEEK. EACH DEVICE IS
TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF
THE CAPACITY OF THE DEVICE. ADDITIONAL DEVICES MUST BE INSTALLED IF ADDITIONAL
CHANNELS HAVE DEVELOPED.
4. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALANDER DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND PERMANENT GROUND COVER
FOR ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT. FERTILIZE, WATER AND MAINTAIN A VIGOROUS STAND
OF GRASS.
SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max 3:1)
DATE TYPE PLANTING RATE
Aug 15
— Nov
1
Tall Fescue
300 Ibs/acre
Nov 1
— Mar
1
Tall Fescue
300 Ibs/acre
& Abruzzi Rye
25 Ibs/acre
Mar 1
— Apr
15
Tall Fescue
300 Ibs/acre
Apr 15
— Jun
30
Hulled Common Bermudagrass
25 Ibs/acre
Jul 1
— Aug
15
Tall Fescue and
120 Ibs/acre
***Browntop Millet
35 Ibs/acre
***or Sorghum —Sudan Hybrids
30 Ibs/acre
Slopes (3:1 to 2:1)
Mar 1
— Jun
1
Sericea Lespedeza (scarified)
50 Ibs/acre
&
(Mar 1
— Apr
15)
Add Tall Fescue
120 Ibs/acre
(Mar 1
— Jun
30)
Or Add Hulled Common Bermudagrass
25 lbs/acre
Jun 1
— Sep
1
***Tall Fescue and
120 Ibs/acre
**+Browntop Millet
35 Ibs/acre
***or Sorghum —Sudan Hybrids
30 Ibs/acre
Sep 1 —
Mar 1
Sericea Lespedeza (unhu[led—unscariffied)
70 Ibs/acre
and Tall Fescue
120 Ibs/acre
(Nov 1
— Mar 1)
Add Abruzzi Rye
25 Ibs/acre
Consult Conservation Engineer or Soil Conservation Service for
additional information concerning other alternatives for vegetation of
denuded areas. The above vegetation rates are those which do well under
local conditions; other seeding rate combinations are possible.
***Temporary — Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in height before
mowing, otherwise fescue may be shaded out.
EROSION CONTROL LEGEND
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH NORTH CAROLINA EROSION CONTROL SPECIFICATIONS
E TEMPORARY INLET PROTECTION
SF TEMPORARY SILT FENCE
128 E. HARGETT STREET
SUITE 300
0
RALEIGH, NC 27601
T 919.719.1045
F 919.719.1049
z
www.stewart-eng.com
;
STEWART
o
®110 All doeument5 aM calculations inrlutling computer flea, tlrawings, and apecMcation prepared by
Skewart Enpineerinp, Inc. are Instruments of
prohessiunal se vice intentled fir one-time use. They are subjeR [o
copyright aM...r pmpery rl ght laws and shall
remain the property ol5t—d Engineering, Inc. They are not
to be copied, matllfled, or ehenged in am manner
whatsoever nor assigned t0 a third party wltlwat pray rrrincn
permission of Stewart Englneerirg, Inc.
GRAPHIC SCALE
20 0 10 20 *o ao
BOSCH AND
SIEMENS ADVANCED
MANUFACTURING
CENTER AT CRAVEN
COMMUNITY
COLLEGE
.......................
• - PERMIT DRAWINGS
• - FOR REVIEW
• PURPOSES ONLY
.......................
BONEY
LS3P ASSOCIATES LTD.
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGTON, NORTH CAROLINA 28412
TEL. [phone] FAX [phone]
WWW.LS3P.COM
'�ti�lrrrirUr��.
CAR
SEAL s
. - 22596
s
s�'4bA
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2006 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
1 PER NCDENR COMMENTS 09.25.06
PROJECT: 7202-041260
DATE: 21 AUGUST 2006
DRAWN BY: DMB
CHECKED BY: GHSIJTJ
GRADING,
STORM
DRAINAGE AND
EROSION
CONTROL PLAN
C400
1
N TS
3
4
5
{ IN FEE) SOLUTIONS THROUGH LISTENING
1 inch = 20 ft ISINFORTL
i CONSTRUCTION DRAWINGS