20150402 Ver 1_More Info Received_20150908

Strickland, Bev
From:
Jennifer Edwards <jennifer @brec.biz>
Sent:
Tuesday, September 08, 2015 11:44 AM
To:
Strickland, Bev; Derek Goddard
Subject:
DWR 150402 Courthouse Drive
Attachments:
SIGN ED_COURTHOUSE_DRIVE_EXT.pdf
Beverly,
Please find attached the requested plans for the Courthouse Drive. Let us know if you need anything else.
Thanks,
Jennifer Edwards
Civil Designer
BREC, PA
126 Executive Drive - Suite 220
Wilkesboro, NC 28697
336.844.4088 (p)
336.609.7726 (f)
By receiving and accepting this electronic correspondence and using its contents the receiving parties understand that the
electronic media may contain intermediate design information and may not necessarily be intended for construction. We
agree to hold BREC, PA and Blue Ridge Geomatics, PA harmless for any defects in this data. We agree that it shall be
our responsibility to reconcile this electronic data with the paper plans, and that only the paper plans shall be regarded as
legal documents for this job. We agree not to further distribute this electronic information to any other entities. We shall
also not use this information for any other design project other than the one intended.

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ABBREVATIONS
TC TOP OF CURB
/ c / I I I IIIII 11111111 Il>J\ \11 )/
BC BOTTOM OF CURB
rljlll1111111z11�11//I/////�i////ii TOR TOP OF RAMP
/r -�\ / / �- // / I / JIIIII/ll/11111///l /// / BOR BOTTOM OF RAMP
/11/11 / l"l / TOW TOP OF WALL
III ! 117/Il//I I I I I I I I ( \ BOW BOTTOM OF WALL
l�) I\ \ \ \ BOD BOTTOM OF DITCH
3' /'l< // r \ `' \- - / - -` \ ✓ // / / ///� \ \\ \ HP HIGH POINT
A'L SET / / - - ___ \\ \\
/ / / / - i� \ ` \ , ` - \ \� /f� / / / \` �`\ \ \\ \ EX. TC EXISTING TOP OF CURB
j(�\pT(�I EX. BC EXISTING BOTTOM OF CURB
- -
-�� -ss
\ /S�`�
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION, NO RELOCATION IS ANTICIAPTED.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW
AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY NCDOT INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
EP EDGE OF PAVEMENT
BORROW SITE IF IT IS OTHER THAN SPECIFIED APPROVED BORROW SITE.
- - �% ���� \\� \\ EC EDGE OF CONCRETE
/
GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE
1� _j PAVEMENT/GRAVEL AND TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
JNH/=t��g�p\\\ �, _ _ I I l / - r- 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON
1 \\
_ Ey(cCATCH50 OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR
RIM=1075j/ �/ �� - I I
INV107.8 % /%///jZ // / - CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF
>/ --/ -- OR RELOCATION OF THE FACILITY.
BEFORE YOU DIG ! 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
SPECIFICATIONS.
CALL 1-800-632-4949 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
///r /i/// I I I I I I I IIII IIII \ ( / / 1 I I 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
\ / /IIIII I I i i I 1 III I I IIIII 1 1 1 \ J I DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
\\ \ < j \ / / /IIIII 1 I \ \ \ 1 J I I I I i I I I I I I I I 1 \ \ \ \ ( / 1 N . C. ONE -CALL CENTER 7 ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND MARK OUT THE ITEMS
ITS THE LAW. ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE
\ OF CONSTRUCTION. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF
< / \ `7 % //moi OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
/VIII /kI!E CfOf�lt�tTY \ \l \ I l \\ \\\ \ ` < \\ �` _ _ _ _ j%i �J///�%\ _ _ 9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO
�- \ \ \\ \ \\ ` - _ - �j/ - - - STATEMENT EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.
4)�II'CEL IQ: X26&42\ \ \\\ \\\ \\ _ - ` _ fir_ _ _ _ 10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS
-I --
�r-= � ARE TO BE HUGGER TYPE. I 11. ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.
l -
I \ - 11. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 61, BELOW THE
FINISHED FLOOR ELEVATION.
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201TEMDORAI�Y PUMP P,\
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N \ \ ` - - - _ - - -, // / I \ \\\`\ \\ \ RIM 1048.46' 15 INCH CONCRETE PIPE
_ _ _ \\\.' // �/ /// i1 I I(\\ \ \ \ CURB INLET -1 _ PIPE -1 21.99' 1.16%
RETE_READWAh \\� ` -_ - - .-- _ - _ - - \ \ // /` / / ( J I \ I\\\ `\\\\ \ \� \ INV OUT - 1041.00 CLASS 11
T-STBS-B3 -����_ = _ _ _ - ��7i\//1I1111II�`I��
\ _�! _ - ^� , - /\�\\\\ \\\\ RIM =1048.46' 15 INCH CONCRETE PIPE °
\ // / \ \ I \ \\\\\ \\\\\\ CURB INLET -2 INV IN = 1040.70 PIPE 2 CLASS 11 218.19' 1.01 /o
X11 11 . / --7 - % , „ � 'L( \IIII \ \ 1 1 1
INV OUT -1040.60
""..... J�J / _ % _ - _1/� 11 I I \ �\ \\\\\\ III I I I 15 INCH CONCRETE PIPE
PIPE -3 22.06' 1.15%r
RIM 1048.25' CLASS III \ 5'
M`- CURB INLET -3
�� g INV OUT 1038.6
\ 1 15 INCH CONCRETE PIPE o
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PIPE -4 125.02' 0.97/
=_%= =-= _= = _= =�`� RIM =1048.25' CLASS III °
_ \� X�SEWER MANHOLE ; ^ ` _ � -- - = == = - _ _\// � ��� � INV IN = 1038.35'
CURB INLET -4
INV IN = 1038.35' 15 INCH CONCRETE PIPE °
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PIPE -5 22.02' 1.15/0
INS0.69 = _ _ _ __ ___ _\\\_/�//^\�/\��� INV OUT = 1038.25 CLASS III
� SS�� - ___ _�\ � �/ /_ /�,. \\\-
I -/ - 15 INCH PIPE
J� PIPE -6 CONCRETE 140.19' 9.06 /o
RIM -1048.25'
\\\ - -� - CURB INLET -5 °
Ij�'3�EF€�_ `-_ _ INV OUT = 1037.30 CLASS III
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RIM =1048.25'
INV IN = 1037.00'
CURB INLET -6 INV IN = 1037.00'
INV IN = 1037.00'
INV OUT =1004.03'
CURB INLET -7 I INV OUT= 10
RIM =1063.46'
CURB INLET -8 INV IN =1050.10'
INV IN =1050.10'
INV OUT =1050.00'
CURB INLET -9 I INV OUT 10110 0.40'
RIM =1084.50'
CURB INLET -10 INV IN = 1070.10'
INV IN =1070.10'
INV OUT =1070.00'
PIPE -7 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -8 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -9 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -10 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -11 I 15 INCH CONCRETE PIPE
CLASS II
PIPE -12 I 18 INCH CONCRETE PIPE
CLASS III
PIPE -13I 18 INCH CONCRETE PIPE
CLASS II
PIPE -14 I
18 INCH CORRUGATED METAL PIPE
CLASS III
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22.02' 1 1.15%
147.72' 1 13.25%1
22.02' 1 1.15%
147.31' 1 13.28% 1
22.03' 1 1.15%
104.72' 1 3.75%
133.40' 1 1.00%
104.06' 1 -45.01%1
80 40 0 80 160
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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RIM =1099.04'
CURB INLET -11
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INV OUT =1090.40'
RIM =1099.04'
CURB INLET -12
INV IN = 1090.10'
INV OUT =1090.00'
RIM = 1037.00'
YARD INLET -1
INV OUT =1033.00'
RIM =1103.50'
YARD INLET -2
INV OUT =1100.50'
PIPE -7 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -8 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -9 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -10 I 15 INCH CONCRETE PIPE
CLASS III
PIPE -11 I 15 INCH CONCRETE PIPE
CLASS II
PIPE -12 I 18 INCH CONCRETE PIPE
CLASS III
PIPE -13I 18 INCH CONCRETE PIPE
CLASS II
PIPE -14 I
18 INCH CORRUGATED METAL PIPE
CLASS III
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22.02' 1 1.15%
147.72' 1 13.25%1
22.02' 1 1.15%
147.31' 1 13.28% 1
22.03' 1 1.15%
104.72' 1 3.75%
133.40' 1 1.00%
104.06' 1 -45.01%1
80 40 0 80 160
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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DATE:
08/24/2015
PROJECT NUMBER: U
0920022014 Z
DRAWN BY: w
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APPROVED BY:
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DATE:
08/24/2015
PROJECT NUMBER: U
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DRAWN BY: w
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SCALE: u_
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CROSS SECTION PROFILE
STATION
IMPACT #1 CALCULATIONS
1. DA=20.70 acres
2. dia = 48 in.
O 3. %dmax = 0.5
4. S=0.02
0 5. Q50 - 42.96
6. n aniai=0.012 2 > / //// // // // ��Q��// �/ / ✓��j/'� �/ ///j / �� ��/ ll/ l /l/l//ll
7. �` provided
- 110.02 ft /S Q50INV &FV
//.I �P e�T#f / / / jP4PEfOE�E�/ /� i i
0 44,0�487CLASS
22'iCRRIPlg P /
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III
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PE�&NLNT DITCH TO
BE/LINED'WITH CLASS B
/RIPRAP SEE DET. 3/D3/
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III III I L I\JJ�I J
I PERMANEdT DITC Tb \ \ \ \ \
BE LINED hTU QLASS\B\ \ \ \ \ \ \
RIPRAP 9EE PET.\363)
II 1111111
h
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I I I I I I I INV=1052.177
I I I I OPEN TH
III / I )RIM
I / I fjUl. UT
( I I I I 1 I INFp
IIII I /
IIS I� I I I I I ✓/ I
/ � // i,///// 1050
,� / �� / // // / / / - / / // / /i// / /IIIIIIIII II VIII I I / 1 VIII III III III I I �� I I I l
\ CURB IN 3 / / / / 9° T / / i / i / i i / % / /CURB I L 5 // / / / / I I I I / / (I I I jqL -I/ 1
RIM =X048.25 / / / `8s8�fa / l/ / / / / / RIM = 0 .25 / l l l l l l J I I I I I I / I III I I - 1b 31.417
- - '4+ / / / / / /5' o / // / / / / / �/ / / // // / / /b� / / / J III / / III I I I I 7+p
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III 1 I I
JUNCTION BOX I I I I
/ -%-/- uI ( I I I I I I RIM = 1052.75
1034 / / l I I I I I I I I I
_ � INV. IN = 1049.25 x I I I
�- - _ I I I I I I I I I I I I I I I I II II INV. OUT =1049.15 II V I I I
-- 1025 ~ IIIIIIIII ( I I I I I I I I I NCDOT STDs. 840.31 l l l l l
I I l 1 1 1 I III I I I
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STORMWATER BMP CONVERSION SEQUENCE `� 2� S R 1 1 I I J J J I J ) \ 1 1 1 1 \ \ \ \ \ 1 I l \ \ \ \\ 1 \
1. SCHEDULE CONVERSION OF SKIMMER BASIN TORIM 1 5 .38,PP /�i � \ \ \ \ \ \ \ \ � I I I N I I \
POST CONSTRUCTION STORMWATER BASIN DURING ATWO / / / / / / / / �-4' \ -�`� F� //� i \ \ \ \ \ \ \ \ \ \ \ IItJV�Np 1 4.44 I I
DAY PERIOD OF ANTICIPATED DRY WEATHER. / / / / / / / / / j j / / 1 �� / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I V bIUT = 1 4 .3d' I I I I l \
2. STABILIZE ALL EXPOSED SOILS. / / / ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I 1 I I I I I I I
3. REMOVE ANY SLOPE DRAINS OR OTHER CONVEYANCES UT
T/\ \ \\ \
USED DURING EROSION CONTROL TO DELIVER SEDIMENT TO / \\\\\FO�Wj2
LADEN WATER TO THE BASIN. o
4. REMOVE ALL DEPOSITED SEDIMENT FROM CONSTRUCTION Fo EMER ENCY SPIL 0AY\\\\ \\ I
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EROSION CONTROL TO AN APPROVED AREA. Flo ELEV.-\008.00
Fo
5. STAKE -OUT GRADING OF PERMANENT BASIN GEOMETRY. -
Fo � Fo
6. GRADE PROPOSED BASIN AREA. / FO
7. INSTALL 90 DEGREE BEND AND EXTENSION OF PIPE -14 .o i Fo
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8. PLACE 80Z NON -WOVEN GEOTEXTILE FABRIC OVER ENTIRE o zo 1 10 o 1 zo
BASIN AREA INCLUDING EXTERIOR SLOPES. I / /' / I s,
9. INSTALL CLASS -B RIP RAP LINER FOR BASIN.
© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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DATE: ��•
08/21/2015
PROJECT NUMBER: U
0920022014 z
DRAWN BY: w
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APPROVED BY:
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DATE: ��•
08/21/2015
PROJECT NUMBER: U
0920022014 z
DRAWN BY: w
J.EDWARDS Q
APPROVED BY:
J.CHURCH O
SCALE: U-
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1" = 20' (V) u)
SHEET: J
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3.34± ACRES TO BE
DEED RESTRICTED
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DATE:
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PROJECT NUMBER: U
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DRAWN BY: L u
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APPROVED BY:
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SHEET: Lu
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