SW8141101_Approved Plans_20150115

EYP Architecture &
Engineering, PC
811 West Hargett Street YP /
Raleigh, NC 27603
Tel: [phone]
Fax: [phone]
eypae.com
CONSULTANTS:
Structural Engineering:
COUNTY OF BRUNSWICK Stewart Engineering, Inc.
421 Fayetteville St., Suite 400
Raleigh, NC 27601
Tel: [phone]
74/76 Fax: [phone]
ICK� C .�� � Civil Engineering/ Landscape Architecture:
A� Cole Jenest & Stone, pa
jjh
t
1
/► 119 East Hargett Street, Suite 300g� �' Raleigh, NC 27601
AMW �,1 1
Tel: [phone]
r Fax: [phone]
C� �001 / Plumbing Mechanical Electical & Fire Protection:
Q 1� / II T 133 EYP, Inc
Q S ! l
�S / / 420-I-A The Parkway
/ Greer, SC 29650
Al WA
131) 1787Tel: [phone]
Fax:
O
SIT 1
211
R?OR,
15
2 SEAL
SR , \ J z C103
904,
HPARCEL ID = : 152004201 PARTIAL
CA
PIN #. 212.000354259 (PARTIAL)
VICINITY MAP
(Not to Scale)
COMMUNITY S RVIC L ARNING C NT R ' 8
INDEX OF SHEETS 1 REVIEW COMMENTS 06111114
OWNER 2 BID DOCUMENTS 07102114
STATE OF NORTH CAROLINA TYPE OF WORK: C000: COVER SHEET
3 ADDENDUM 1 07/25/14
116 W. JONES STREET C101 : EXISTING CONDITIONS/DEMOLITION PLAN 4 REVIEW COMMENTS 07/31/14
RALEIGH, NC 27699 THE EAST CAROLINA SCHOOL OF DENTAL MEDICINE PROPOSES TO CONSTRUCT A SERVICE LEARNING CENTER (SLC) ON A
C201 : STAKING AND MATERIALS PLAN 5 NCDENR EROSION CONTROL 10106114
PHONE (919) 807-2425 SITE IN BRUNSWICK COUNTY. THE SLC WILL BE AN OPERATING DENTAL CLINiC AND DEVELOPED USING A PROTOTYPICAL
C301 : EROSION CONTROL STAGE � PLAN 6 NCDENR STORMWATER 11/14/14
8,000 SF BUILDING WITH ASSOCIATED PARKING TO ACCOMMODATE APPROXIMATELY 35 VEHICLES.
C302: EROSION CONTROL STAGE 1 PLAN
' ," . , ' //� .. C303: EROSION CONTROL STAGE 2 PLAN
C304: EROSION CONTROL STAGE 3 PLAN
" a s ' °` , \ kcr WAM
1RftrWAX
5 " " # Revision Date
GRADING AND DRAINAGE PLAN
C—LD
APPLICANT 4�
"Aa mow // \ C402: GRADING AND DRAINAGE PLAN SCO ID#; 07-07054-02J
EAST CAROLINA UNIVERSITY
4 ' , / .`' \� C403: PRE AND POST DEVELOPMENT DRAINAGE CONDITIONS
1001 E. FOURTH STREET '
GREENVILLE, NC 27858 i �� \�
•.
v ,> \ C501 : WATER DISTRIBUTION AND SANITARY SEWER PLAN
PHONE (919) 328-6858 � � "�....,_ � �,,,� � � \
2
\ C601 : PLANTING PLAN
%�M
J
e
C701 . SITE DETAILS
C702: SITE DETAILS
SURVEYOR DESIGNER ,
CommunityService
s p
F PPS
GREG A. WAYNE, PLS COLEJENEST & STONE, P.A. v
C703: SITE DETAILS APPROVED
�,�,, ��.. � �� � \ � . .�# � � � ,� gym_ Learning Center #8
T HARGETT ST. STE 300 r w� � - NORTH CAROLINA ENVIRONMENTAL g
HANOVER DESIGN SERVICES, P.A. 119 EAST ,
y ism/ C704: SITE DETAILS MANAGEMENT COMMISSION
1123 FLORAL PARKWAY RALEIGH, N.C. 27601 Brunswick
C705: SITE DETAILS
WILMINGTON, N.C. 28403 PHONE (919) 719-1800 � " t.,g -SIV East Carolina University
PHONE (919) 343-8002 FAX (919) 719-1819 i g�� � -' �� � " ��� n C706: SITE DETAILS School of Dental Medicine
FAX (910) 343 9941 1101 : IRRIGATION PLAN
f Brunswick County NC
1102: IRRIGATION DETAILS
ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATION AND DETAILS"
NUMBER DATE BY REVISION DESCRIPTION I HEREBY CERTIFY THAT THE PLANS, DETAILS, AND ASSOCIATED PROJECT SPECIFICATIONS COMPLY WITH THE LATEST VERSION, AS OF THIS DATE: 07/02/2014
DATE, OF BRUNSWICK COUNTY'S STANDARD SPECIFICATIONS AND STANDARD DETAILS PER STANDARD ENGINEERING PRACTICE. FURTHERMORE, SCALE: As indicated
EYP PROJECT NO.: 6013031.01
1 CONFIRM MY UNDERSTANDING THAT REVIEWS AND APPROVALS BY BRUNSWICK COUNTY PERSONNEL DO NOT IMPLY' THAT BRUNSWICK COUNTY
PERSONNEL_ HAVE REVIEWED AND ARE IN AGREEMENT WITH EVERY PORTION OF THE PLANS AND SPECIFICATIONS THAT I HAVE SUBVITTED. I
UNDERSTAND THAT BRUNSWICK COUNTY REVIEWS AND APPROVALS ARE MEANT TO ENSURE THAT THE OVERALL PLANS ARE IN GENERAL
COMPLIANCE WITH COUNTY OBJECTIVES. I UNDERSTAND THAT IT IS MY FULL RESPONSIBILITY TO ENSURE THAT PLANS AND SPECIFICATIONS DESIGNED BY: AWK
ARE IN FULL COMPLIANCE WITH APPLICABLE COUNTY, STATE, FEDERAL, AND OTHER MUNICIPAL REQUIREMENTS. ADDITIONALLY, I UNDERSTAND DRAWN BY: .
APPROVAL STATUS DATE BY DEPARTMENTEGE
THAT THE COUNTY WILL NOT ASSUME OPERATION, MAINTENANCE, OR OWNERSHIP OF CONSTRUCTED FACILITIES THAT DO NOT MEET COUNTY CHECKED BY RTF
PLANNING REQUIREMENTS AND THE COUNTY MAY REFUSE TO ISSUE PERMITS AT FACILITIES THAT THE COUNTY DEEMS ARE NON—COMPLIANT \A ITH t
❑ YES ❑ NO El N/A COUNTY SPECIFICATIONS. I ALSO CONFIRM MY UNDERSTANDING THAT COUNTY INSPECTIONS ARE FOR THE SOLE USE OF THE COUNTY AND I
❑ YES ❑ NO ❑ N/A ENGINEERING11
CERTIFY THAT I WILL NOT USE OR DIRECT OTHERS TO USE COUNTY INSPECTIONS FOR STATE COMPLIANCE PURPOSES OR ANY OTF-ER Y
❑ YEs ❑ No ElN/q PUBLIC UTILITIES � � ---�'
PURPOSE."
COVER SHEET C000

0 3&03
EYP Architecture &
EXISTING TREE TABLE �,, ��, � � �
f` Engineering, PC
t' 811 West Hargett Street
No, SIZE TYPE QQ Ili EYP /
Raleigh, NC 27603
�S Tel: [phone]
u7,86 ? Fax: [phone]
2003 17 pine EXISTING WETLANDS
2005 13„ pine °•, _ _--- _ ,07 �� sR eypae.com
2006 10 sweet gum rs
2007 12" maple TRACT B `
2008 14" pine MAP CABINET 48 PAGE 33 SIT J� �I CONSULTANTS:
BOOK 2698 PAGE 808
2009 13" pine Structural Engineering:
2010 13" pine C-LJ
�°�"� SR 1502
P PROPOSED CURB INLET Stewart Engineering, Inc.
2012 12" gum BY OTHERS (CI#75) t2011 15" 421 Fayetteville St., Suite 400
038,07
2013 14" pine RINV.3s 06
Raleigh, NC 27601
2014 14" pine , / i Tel-el- 919 380 8750
2015 13" pine "
2015 12" hickory PROPOSED CURB INLET '� � Fax: [phone]
BY OTHERS (CI#74) 7, r.d� 3 , 3
VICINITY MAP N.T.S.
2017 15" pine RIM: 39.24 e, � � �y Civil Engineering/ Landscape Architecture:
2018 17 Pine INV: 35.84 ,
2019 12 pine � ,� � �' �% TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest &Stone, pa
�� 7 HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street, Suite 300
2020 20 maple . FUNSTON PARTNERS & CAMERON ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
2021 12" pine PROPOSED STORM DRAIN °° C 1\
A I.S. PROPERTIES, LTD PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
2022 16" pine IMPROVEMENTS BY OTHERS ' -Albs DB 2614 PG 989 PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
2023 12" pine , � «� , PB 48 PG 34 SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY
P N ♦ Fax: [phone]
2024 13" pine g8 EXTENSION PROJECT," PREPARED BY SITE SOLUTIONS, P.A., DATED
2025 18" pine C-LD FEBRUARY 21, 2014 Plumbing Mechanical Electical & Fire Protection:
2036 17" pine 320°, 30, - I.S a sue , EYP, Inc
2037 16„ pine '" ♦ ., ���, 420-1-A The Parkway
2038 13 pine G� o ; ♦ ,%-"� �As '.,� LEGEND Greer SC 29650
2039 17" pine u�j�'-�i
F�9 SYMBOL DETAIL Tel: [phone]
2040 13" pine .y
s F `�� ,- Fax:
2041 15" pine F� �R
2042 14" pine '�• TRACT e
BRUNSWICK COUNTY HOSPITAL, LLC \,
g TRACT A -- ��
2045 14 um � s � � MAP CABINET 48 PAGE 33 � PROPERTY LINE -/-
BOOK 2698 PAGE 808 R
2046 12 gum MAP CABINET 48 PAGE 33 BOOK 2751 PAGE 709 I.S.
2047 14 pine � � LD �� F, ..• T� _ ,moo : FEssioC ''•.2 -
C-LD
�`' ``�? oRppRq� = .gyp
' ' PROPOSED 12" WATER LINE I.S. § W '• SEAL
1361 4C�c
e - - PROJECT PROPERTY LINE -/- J : y Q 0 c 5
BY OTHERS wf p o c-�o3�z •-L
CA?0
EXISTING TREE �� ��I , TO•.�D .•\�
PROPOSED PRIVATE"; STREET � TO BE REMOVED, TYP.
EXISTING PRIVATE ACCESS, IUTILIT` DRAINAGE EASEMENT "PHYSICIANS �`� , �� EXISTING CONTOUR
PLAZA DRIVE" �� �° J - � j� �' �
0/06 1
MAP CABINET 48 PAGE 33
c�•
PROPOSED 8" SANITARY Cj
SEWER EXTENSION BY OTHERS � ����'/ o � � ° ,"' 9
- PROPOSED CONTOURS BY OTHERS -/-
��EXISTING SSMH PROPOSED CURB INLET
���Q �
BY OTHERS (CI#73) z,
RIM: 40.10 c Q
INV: 33.12 RIM: 40.21 INV: 35.33 � EXISTING SAN. SWR. LINE AND MANHOLE -/-
�.�
PROPOSED CURB INLET °
025
BY OTHERS (CI#72) � ~
�`A - 1 REVIEW COMMENTS 06111114
1 RIM: 41.07 � , ��� $
o PROPOSED CURB INLET INV: 34.90
' E EXISTING UNDERGROUND ELECTRIC LINE /
fi
o �0 2 BID DOCUMENTS 07102114
BY OTHERS (CI#61) 39,11
- - _ _ _ EXISTING 8" C,`�'I °'j
RIM: 39.95
D. _ INV: 34.32 SANITARY SEWERF sue. 3 ADDENDUM 1 07/25/14
® EXISTING TREE TO BE REMOVED
-/- 4 REVIEW COMMENTS 07/31/14
l
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0� 5 NCDENR EROSION CONTROL 10106114
39,27
..w j
� I � i
013 a
\ 4
/ W25
\ \ \ \ _ .._
O ,? '`
=� _ .�" EXISTING WETLAND 6 NCDENR STORMWATER
3 11/14/14
.µ
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P ,
38,93
\ A3&
01 . G.�,"", -.., EXISTING GAS LINE -/-
p
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..W,.w
K
4
L-I0
. s7 05 f
L�
,
/ /_ \\ ,• / FO EXISTING FIBER OPTIC
# Revision Date
/ N:104187.03
z2019PROPOSED CURB INLET o $ /
381BY OTHERS (DI#72A) i / F(� / E:22:25054.47
\ 7
\ ,. .,...,,, \\'" � � 4 . 0 � RIM: 38.85 "'� N.A.ID. 1983
PROPOSED CURB INLET \ \ - / f r.. INV: 35.71
BY OTHERS (CI#61A) s % . / E.I. (CONTROL) NOTES' SCO ID#. 07-07054-02J
RIM: 39.95 \ \ ,\ / 00
INV: 36.20 { .M / o`' TELEGRAPH COMPANY
\ ° EXISTING 12 1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
\ 18 / \ •33 ;';:;` WATER LINE �' AMERICAN TELEPHONE AND
9 DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
EXISTING POWERLINE \ / �� 3945 O � � / � � � � 20'EASEMENT D.B. 719 PG. 1049
� CONTRACTOR IS TO OBTAIN ALL PERMITS.
EASEMENT
r
k \ 9 / OZO$ 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR
RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER,
EXISTING SSMH / ' - �0 tl0 Arl'S2 TELEPHONE, WATER, SEWER, ETC. SA
RIM: 40.54 W
INV: 32.72 j / a 3. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE t
„ ,.,.,.
EXISTING FIRE HYDRANT 00
'7via UTILITIES DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
s
s�.., 39.E
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE ■
�� O ,52 ids �`S E £ `*.,«,� � „
s v tea, ' SITE AND DISPOSED OF PER LOCAL ORDINANCES. Community Service
EXISTING GAS LINE r`
EXISTING FIBER OPTIC
ENT
EXISTING GAS EASEM / I :; / / LINE TO REMAIN 5. SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND
GUTTER BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS. Learning
$ H 'h PROTECT IN PLACE Center #8
#J47
1 / �9 6. BRUNSWICK MEDICAL CENTER PARKWAY SHALL REMAIN OPEN AND
BRUNSWICK COUNTY ,� - ~ E.C.M. B ru n swi c k
HOSPITAL, LLC MAP CABINET �;� , � gg �` l! UNOBSTRUCTED TO TRAFFIC AT ALL TIMES.
48 PAGE 33 TRACT A BOOK I I \ ' / < 00
2751 PAGE 709 "� f , ' 5 12 7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING
CONSTRUCTION. East Carolina University
40,16
I
School of Dental Medicine-LDI I ;j j '�" 35 0 JOHN C. CABLE
PROPOSED 40' ACCESS G1a I l .-�" �3g•8
AND UTILITY EASEMENT I I ;"'I ' �" I- 39 6&,-- a, �2 Zq" `N PROPOSED DROP INLET A ff*
Brunswick County NC
BY OTHERS (DI#726)
RIM: 38.85 C-Lu'
44 © � INV: 36.16
PROPOSED SIGN<.GE fi '�' . v
EASEMENT AREA I �" � E.I. CONTROLTRACT B
BENCHMARK ELEV. 40.46 MSL M,BOOK CABINET2698 P GE 808 3
�"�`� ► I � DATE: 0710212014
I I -,a ©ss �� SCALE: As indicated
J--# C1.09-
EYP PROJECT NO.: 6013031.01
� j I 40.59 �
`� I ► c V JGw MUST������
via
� o
0 4 1 4 ,76
LU
..
-1W D m DESIGNED BY: AWK
I DRAWN BY:
CHECKED BY: RTF
13 BEFORE YOU DIGI
`� CONTACT ONE-•CAIL CENTER
, 4
1-800-632-4!99
l F i
1 1 $ CURVE RADIUS ARC CHORD CHORD BEARING DELTA ANGLE 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES
C1 570.00' 1 13.32' 1 13.14' N 13*24'51 " E 1 1'23'28" AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
CONSTRUCTION.
122 2 N 33'56'55" E 29'40'40"
--- C2 570.00 295.25 91 .96
1 i I 46 C3 55.00' 43.58' 42.45' S 46'10'41 " E 45'24'12" 2 ETC.TASCNOECEI SARYPOOSINSURELE OSAFETYINGO THE PUBLIC.
USING FLAG MEN, EXISTING
I CONDITIONS /
4ba 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED N C 101
I I ii LINE BEARING DISTANCE ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF SCALE: 1" = 30'
I I 1 L1 S 2328 .,5 E 12.36
, TRANSPORTATION. DEMOLITION
I
1 �
4a 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 0 15 30 60 PLAN
SUBPART P, OR AS AMENDED.

,� /
ZONING CODE SUMMARY / EYP Architecture &
PROJECT NAME: ECU SCHOOL OF DENTAL MEDICINE SERVICE LEARNING CENTER #8 - BRUNSWICK COUNTY, NC // Engineering, PC
TAX PARCEL: 1520004204 � / 811 West Hargett Street
YP /
Raleigh, NC 27603
ADDRESS: 100 BRUNSWICK MEDICAL CENTER PARKWAY NE, BOLIVIA, NO 28422 Tel: [phone]
STATE OF NORTH CAROLINA / / /
OWNER: / Fax: [phone]
116 W. JONES STREET a s' // £T / 3 SR eypae.com
RALEIGH, NO 27699 / / IS
919.807.2425 3r 12' WIDE GRAVEL / SIT 01 CONSULTANTS:
MAINTENANCE ACCESS
APPLICANT: -- PATH; SEE GRADING /
EAST CAROLINA UNIVERSITY AND DRAINAGE PLAN / '� / Structural Engineering:
1001 E. FOURTH STREET ' / / SR 1502
GREENVILLE, INC 27858 / ' . T< / / Stewart Engineering, Inc.
252.328.6858 / # f 421 Fayetteville St., Suite 400
DESIGNER: JURISDICTION: BRUNSWICK COUNTY // j;, / // Raleigh, NC 27601
COLEJENEST & STONE, PA. STORIES: 1 Tel: [phone]
150 FAYETTEVILLE ST., STE 950 GROSS FLOOR F.REA: 7,800 SF / �j / N
RALEIGH, NC 27607 NUMBER OF UNITS/SUITES: 1 / // Fax: [phone]
919.719.1800 VICINITY MAP N.T.S.
TRACT B \ ' �' /� // Civil Engineering/ Landscape Architecture:
MAP CABINET 48 PACE 33 /
ZONING: CLD (COMMERCIAL - LOW DENSITY) ROOK .2698 PACE 808 \ / TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest & Stone, pa
PROPOSED USE: DENTAL CLINIC (MEDICAL FACILITY), PERMITTED (P) 4 // HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY
BUILDING HEIGHT: 25' - ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA 119 East Hargett Street, Suite 300
LOT COVERAGE: 11.14% LD
, .,. // PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
LOT SIZE: 2.32 ACRES xi PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY Fax: [phone]
SETBACK REQUIREMENTS: 4 / EXTENSION PROJECT," PREPARED BY SITE SOLUTIONS, P.A., DATED
FRONT: 25' / FEBRUARY 21, 2014
Plumbing Mechanical Electical & Fire Protection:
REAR YARD: 6' EYP, Inc
SIDE YARD: 10' MIN (22' TOTAL) /
420-I-A The Parkway
PROJECT BUFFERS: N/A (PER ZONING) � /
LEGEND Greer, SC 29650
STREET BUFFERS: AS SHOWN SIGHT TRIANGLE 10' X 70', TYP. /
R.1 9;5' TYP. Tel: [phone]
SYMBOL DETAIL
PARKING DATA: / FNSTON PARTNERS CAMERON Fax:
MEET AND MATCH CURB � ll
BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE ii� x PROPERTIES, L
CURB INSTALLED BY OTHERS ` D
REQUIRES 1 SPACE/250 SF. OF FLOOR AREA / TRANSITION 2'-6" CURB \ DID 2614 PC 989
PS 48 PO 34. PROPOSED SIDEWALK 8/C701 �����unn►p�
REQUIRED: 7,800 SF (PHASE 1) = 32 SPACES ' AND GUTTER TO 1 -6' /////O41 ����� CA
,;:
3,500 SF (PHASE 2) = 14 SPACES , 1 CURB AND GUTTER AT 1''���/ & ���i�' ���` (N,•......R0�
PROVIDED: 33 REGULAR SPACES (PHASE 1) / RADIUS POINT, TYP ���� F,S ,......STD-= ��`p�;:'F ES /0'•.
13 REGULAR SPACES (PHASE 2) �� BOTH SIDES �� 4 o�L?OR �•, ` ?.:�� 'L�'•.y
HANDICAP: REQUIRED: 2 FOR 46 TOTAL REGULAR SPACES / SEE DETAIL 9A/C701LD
C - - - ' SEAL F :
PROPOSED ACCESSIBLE RAMP 7/C701 J j C 1361
PROVIDED: 2 (BOTH INSTALLED DURING PHASE 1) �,%O / A�� ' _ O :yo C-103 ��.:� " �
LOADING SPACE: ` �T �
/T'Q gyp.\ �� "� �v CARS �� C� � •'
C-DcyG' / `S`ip y /�tl ',� G NEF':���`I`
REQUIRED: 1 SPACE (12'X35') SF'li � -w �� �/\ ���II// ///�� �'�i ODD •F ���`��
F�yT / 9p Q TRACT B PROPOSED ACCESSIBLE VAN SPACE -/- ' %�10/06/14
BRUNS CK COUNTY HOSPITAL, LL C �`� � 1 � � \ AP CABINET 4B PAGE 33\ VAN
TRACT A `° / BOOK 2698 PAGE 808 ,
AP CABINET 48 PACE 33 BOOS 251 PACE 709 „i ACCESSIBLE PARKING\
z / 1'53'43"W R:10, TYP. AND SIGNAGE .°
6.84 �� A PROPOSED ACCESSIBLE SIGN 12/C701
C-LD 04,Xz, ACCESSIBLE RAMP
�« 11-�­­111-
R:10' SEE DETAIL 7/C701
/ \ L=64 7 R=50 0
'� / �, cs (4) BOLLARDS S� PROPOSED STOP SIGN _
` - / L=0.45, R=513.00 HEAVY DUTY ASPHALT
2 AT EACH DUMPSTER ' SEE NOTE 7 BELOW -/
13 FUTURE PARKING a AT DRIVE AISLES, TYP. SEE DETAIL 14/C701 #
L_25.11 , R 513.00
SPACES, TO BE 25'x26' DUMPSTER PAD
LOADING CONSTRUCTED WITH ,�.
AREA �G' FUTURE EXPANSION 8 LF FLUSH -`- NSB� �, W/ HEAVY DUTY CONCRETE; REVIEW COMMENTS 06111114
CURB SEE 2
SEE DETAIL 4 C701
/ (PHASE 2) I DETAIL 98/C701a�a� 0 / HEAVY DUTY CONCRETE 4/C701
9. ��w ` ,i " ... �o '\ 8' WOODEN SCREENED 2 BID DOCUMENTS 07/02/14
INSTALL SIGN READING, < �-
R:10
"LOADING ZONE - NO d. ,PAP / IKE RACK O " FENCE AND GATE SET 1' 3 ADDENDUM 1 07/25/14
O ? �i • INSIDE PAD AREA
IDLING" Q� ,' OWNER FURNISHED o SEE DETAIL 1/C703
p
_? CONTRACTOR INSTALLED ; :" R:7' HEAVY DUTY BITUMINOUS CONCRETE 1B C701 4 REVIEW COMMENTS 07/31/14
PROPOSED MONUMENT SIGN BY � Q ��p r` SEE DETAIL 11/C701 NOSE DOWN CURB AT -� /
OTHERS; CONTRACTOR TO o / = I ,..., : 8 DUMPSTER PAD, TYP.
PROVIDE ELECTRICAL SERVICE �� RADIUS CURB AT 4 „ "'• - 0 5 NCDENR EROSION CONTROL 10/06/14
PER ELECTRICAL PLAN y DROP OFF
PROPOSED MAILBOX; OWNER �� ^ 6 NCDENR STORMWA TER 11114114
7 T3 dj•, STANDARD DUTY BITUMINOUS CONCRETE 1A C701
FURNISHED, CONTRACTORS / f �5 . /
EXISTING GAS INSTALLED; CONFIRM FINAL 26.5 LF FLUSH
EASEMENT LOCATION WITH THE LOCAL CURB SEE tiesA " t
\ a,
POSTAL SERVICE DETAIL 6/C701
Q z RECYCLE,' CP �• O
s/', f� ' J� �% .` . ,moo " ^� �s� \ PROPOSED V-6" CURB & GUTTER 3/C701
1I , / TRASH �`t���� �� _ O N
C.'����� BENCH \ 12
.. < # Revision Date
_ _SS CURB 6 OR 9B/C701
Al
p
& CUTTER, TYP �.. A
� �� - SCO I D#. 07-07054-02J
. ,
°\. STAKING AND MATERIALS PLAN NOTES
LIGHT DUTY ASPHALT 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
� � � `<C � O rya �r� Q' � AT PARKING BAYS, TYP.
V N58'29 07 W `' O p� 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
....... Ov Cf Q�� 6' CONCRETE
�/ O �r / SIDEWALK 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING
;,,•,;v7 -„ .r0 „ ' h0 �O�w (P.O.B.) AND STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS
;; U �^ PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY COLEJENEST &
//0\ M, \ 1 �O .' Nz ,� ' ♦ STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES.
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>v. .. ♦ TELEGRAPH COMPANY
\ �" " , s t �, �` '°1 6 / AMERICAN TELEPHONE AND 6. ALL RADII SHALL BE 3'-6 B.O.C. UNLESS OTHERWISE NOTED.
\ N6 8 Sy // ♦ 20'EASEMENT D.B. 719 PG. 1049
EXISTING POWER 8S2 -" O FTe / ♦ 7. STOP SIGNS SHALL BE R1-1 30"x30". Learning Center #8
EASEMENT ��
1'
�♦ 80 8. ALL PAVEMENT MARKINGS SHALL BE LATEX PAINT. Brunswick
/
c3 ACCESSIBLE �` 28 �• ' � '° / ♦ 4 ' 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT BRUNSWICK MEDICAL
MEET AND MATCH CURB i 1 '4" RAMP CURB INSTALLED BY OTHERS CENTER PARKWAY PER NCDOT STANDARDS.
f
� - =�� ��• � East Carolina University
'k 0 6" NO. 5 WASHED
TRANSITION 2'-6' STONE FILL AT SITE FURNISHINGS School of Dental Medicine
CURB AND GUTTER TO "-� �' EQUIPMENT PAD 1. SITE FURNISHINGS TO BE FURNISHED BY EAST CAROLINA UNIVERSITY, AND
1'-6" CURB AND / / N68'52'46"W y ��,. / SURROUND INSTALLED BY CONTRACTOR: (1) BENCH, (3) BIKE RACKS, (1) TRASH
GUTTER AT RADIUS / d � Brunswick County NC
19.02 ♦ PROPERTY LINE RECEPTACLE, & (1) RECYCLING RECEPTACLE.4
N
POINT. \ /
SEE DETAIL 9A/C701 / R:10', TYP. 2. CONTRACTOR TO COORDINATE SITE FURNISHING LOCATIONS WITH LANDSCAPE
SICK COUNTS 5 \ EC MASONRY SCREEN WALL ARCHITECT AND EAST CAROLINA UNIVERSITY PRIOR TO INSTALLATION.
C NAP CABINET l �• ° .,; ....�. REFER TO ARCHITECTURAL
TRACT A BOOK I I $ I / �, ♦ 2 PLANS FOR DETAILS
I / / BUILDING TIE LINE
LD _ �� TO COLUMN A10 FLOODPLAIN NOTE 07/02/2014
DATE:
I / / / '`�� NO WATERCOURSE OR 100 YEAR FLOODPLAIN AS MAPPED BY F.E.M.A. OR AS SCALE: As indicated
"N y% '°/ ♦ END OF ROAD MARKERS 51.96'59'W C° f� ,: " X DEFINED BY ANY FEDERAL, STATE, OR LOCAL AUTHORITY IS LOCATED ON THIS
I / N. SEE DETAIL 13/C701 51.96' PROPERTY (PER F.E.M.A. MAP N0 3720212000 J), DATED JUNE 2, 2006. EYP PROJECT NO.: 6013031.01
PROPOSED 40' ACCESS his t / / 3 PROPOSED TRANSFORMER ON
AND UTILITY EASEMENT � �"
1 I Jv
� ND DRIVEWAY STUB FOR CONCRETE PAD; REFER TO
TURE CONNECTION TO ADJACENT PARCELL.D
ELECTRICAL PLAN FOR PAD
SPECIFICATIONS PROPOSED SIGNAGE TRAFFIC CONTROL SIGNS
I w
EASEMENT AREA TRACT B
;
E.I. (CONTROL) AP CABINET 48 PAGE 33
BENCHMARK ELE , 40,46 MSL DESIGNED BY: AWK
I a - BOCK 2698 PACE 808 R1-1
STOP
3o"x3o" DRAWN BY:
0
i CHECKED BY: RTF-LD
CURVE RADIUS ARC �CHORD_ CHORD BEARING DELTA ANG �
I I J am" C1 570.00 11132' 11 0141 N 13'24'51 " E 11'23'2 "
I �'� C2 570.00 2 5.25' 291 A00' '5 ' " y 29*40'40
5
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AREA TO BE TREATED BY SILT FENCE. i , // Q Raleigh, NC 27603
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PATH. SEE DETAIL 1/C702
Structural Engineering:
%/1yhx \ SR 1502
Stewart Engineering, Inc.
\ , / /! /i' 421 Fayetteville St., Suite 400
o o° / Raleigh, NC 27601
+ _3 /
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/ / / Tel: [phone]
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71 HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street Suite 300
X /
X / ylo, ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
.__
PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
�. _-�X�--X �, PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
f SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY Fax: [phone]
J ,� / EXTENSION PROJECT," PREPARED BY SITE SOLUTIONS, P.A., DATED
' 0 ir 'Y ROCK CHECK DAM, TYP. FEBRUARY 21, 2014 Plumbing Mechanical Electical & Fire Protection:
INSET 1 SCALE 1 " = 40' � ' �� ' '����� SEE DETAIL 13/C702
EYP, Inc
420-I-A The Parkway
TRACT B
MAP CABINET 48 PAGE 33 �/ LEGEND Greer, SC 29650
BOOK 268 PAGE, 808 1 „ � / SYMBOL DETAIL Tel: [phone]
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BRUNSW CK COUNTY HOSPITAL, LLC / / \ MAP CABINET 48 PANE 33 °-° *"Extensions of time may be approved by the permitting authority 1 REVIEW COMMENTS 06111114
TRAM, A BOOK 2698 PAGE 808
MAP CABINET 48 PACE 33 BOOK 2751 PACE 709 / I S �/ k based on weather or other site-specific conditions that make compliance CATCH BASIN INLET PROTECTION 8/C702
' 2 BID DOCUMENTS 07/02/14
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C-LD3 ADDENDUM 1 07125114
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u°, / / 5 NCDENR EROSION CONTROL 10106114
` v ` � SEEDING SPECIFICATIONS
4 J�� \ 6 NCDENR STORMWATER 11114114
CONSTRUCTION SEQUENCE
CONTRACTOR SHALL:
�� / 1. OBTAIN GRADING PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
�� �� NATURAL RESOURCES.
2. SET, UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH INSPECTOR TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS # Revision Date
0 PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS
PROPOSED SILT FENCE, TYP.
SUBJECT TO A FINE.
SEE DETAIL 1 C702 3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER SEDIMENT CONTROL
DEVICES AS SHOWN ON STAGE 1 PLAN.
/ 4. INSTALL SEDIMENT BASIN WITH DITCH A TO NORTH END OF SITE. SCO I D#: 07-07054-02J
5. CALL FOR AN ON-SITE INSPECTION. WHEN APPROVED, BEGIN ONSITE DEMOLITION, AND
CLEARING.
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7. INSTALL INLET PROTECTION AT ALL PROPOSED DRAINAGE INLETS AS THEY ARE
INSTALLED AND DIRECT RUNOFF TO DITCH AND BASIN.
, ,,,'`````` � � `` �� � `•,, ��:, ',,°° 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9 ONCE APPROPRIATE HAVE BEEN PROTECTION INSTALLED,. COORDINATE LETS MAY BE OPENED
WITH ATE
\ I � / WITH EROSION
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12 STABILIZE ALL DISTURBED AREAS AT BASIN.
3 DISTURBED AREAS.
'"" MOVE ALL REMAINING EROSION CONTROL
EROSION CONTROL INSPECTOR AND STABILIZE Community Service
EROSION CONTROL NOTES
Hv L t #8
NC TYP. STRICT ACCORDANCE WITH LOCAL Learning rn i g Center n e r
PROPOSED 20 X 50 ■
CONSTRUCTION ENTRANCE, n
1. ALL EROSION CONTROL MEASURES SHALL BE IN
! SEE DETAIL 4/C702
AND/OR STATE STANDARDS.
Brunswick
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
♦ a��'nR CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR
N 1 041 8 71,03 SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS
♦ E:2225054°47 CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION. East Carolina University
N.A.D. 1983
3. THE TOTAL DISTURBED AREA IS 4.32 ACRES. School of Dental Medicine
\ \ E,L (CONTROL.)
♦�/' 4. THE TOTAL SITE ACREAGE IS 2.32 ACRES.
.(pR
TELEGRAPH COMPANY Brunswick Count NC
5. THE SOIL CLASSIFICATION IS Wo OODINGTON FINE SANDY LOAM).
AMERICAN TELEPHONE AND (W M). y
\ J� ♦ ♦ 20'EASEMENT D.B. 719 PG. 1049 6. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE
FIELD BY CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S
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0 0 Q OR AS DIRECTED BY THE INSPECTOR.
" �- � ♦ DATE: 07/0212014
0000
8. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO
00 „ .-� ♦ DRAIN TO EROSION CONTROL DEVICES. SCALE: AS indicated
0 0 0 0 \ !" EYP PROJECT NO.: 6013031.01
9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
CATCH BASIN INLET ,� j / / !` 0000, j` ® SON MUST C NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
PROTECTION, TYP. ; d O: / DISTURBED AREA TO BASIN 1 = 4.05 ACRES G� 1LITY 0411 ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE
.1 � O 0 t7" o '°R O INDICATED ON THE CONSTRUCTION SEE DETAIL 8/C702 � � {� 1f I, � � O O O O ���p Off. ON DOCUMENTS. ALL GRADED SLOPES SHALL BE SEEDED
O TOTAL DISTURBED AREA = 4.32 ACRES ?�J o F�� AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING.
UNSCK COUNTS _ i fzn' �.< �. ,/ 1ka -- E.C.M. �� 0 0
# I l �� -- "?6 ` DISTURBED AREA NOT BEING TREATED BY J w z i 10. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED FOLLOWING EACH RAIN EVENT
AI, LLC MAP CABINET ` Q o m AND NECESSARY REPAIRS MADE WITHIN 24 HOURS.
E 33 TRACT A BOOK ; C i ' ,<' I l' I " BASIN 1 (AREA ASSOCIATED WITH TEMPORARY z D DESIGNED BY: AWK
��
2751 PAGE 700 i � 1 ; 1 � `� GRAVEL ACCESS PATH TO SITE) = 0.27 -
(` ACRES DRAWN BY:
t I i' �`"` ac 1 TEMPORARY GRAVEL ACCESS' REFER TO C403 FOR TOTAL DRAINAGE AREA BBPORBYOUDIGI CHECKED BY: RTF
me-LDJ' �''' �/ 0 ♦ � PATH TO SITE REFER TO INSET
� �� ` I �- � � / �-�" ♦ �� � � � �,. TO BASIN 1 CONTACT ONBrCAIL C�Tl'Et
d" ,' 1 ON C301 FOR ADDITIONAL 1-800-632-4949
PROPOSED 40' ACCESS I i / �♦ B° INFORMATION.
AND UTILITY EASEMENT 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
PROPOSED SIGNAGE i ° `
I TRACT 8 NECESSARY TO INSURE SAFETY TO THE PUBLIC. EROSION
EASEMENT AREA i " '� E.I.I CO O % `',r# ` MAP CABINET 48 PAGE 33 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
r� i ( � �
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I 1 . _, ,% STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. N
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i < 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART SCALE: 1" 30'
STAGE 1 C301
V,cII
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11 C-LD0 15 30 60 PLAN
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STRUCTURE AND PIPE
SEE GRADING AND DRAINAGE �� YP /
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A TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest &Stone, a
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ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
i PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
V
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� EXTENSION PROJECT, PREPARED BY SITE SOLUTIONS, P.A.,
y � FEBRUARY 21, 2014 Plumbing Mechanical Electical & Fire Protection.
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EYP, Inc
\ 420 I A The Parkway
LEGEND Greer, SC 29650
SYMBOL DETAIL Tel: [phone]
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.,°' / F'L NECESSARY TO INSURE SAFETY TO THE PUBLIC. EROSION
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1502
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�, Raleigh, NC 27601
PROPOSED SILT FENCE, TYP. - / Tel: [phone]
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VICINITY MAP N.T.S.
.� Civil Engineering/ Landscape Architecture:
try / TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest & Stone, pa
° / t HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street, Suite 300
ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
\♦
PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
/2 // SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY Fax: [phone]
/ EXTENSION PROJECT," PREPARED BY SITE SOLUTIONS, P.A., DATED
ROCK CHECK DAM
TYP. FEBRUARY 21, 2014 Plumbing Mechanical Electical & Fire Protection:
SEE DETAIL 13/C702
EYP, Inc
/ 420-1-A The Parkway
TRACT 8 LEGEND Greer, SC 29650
, � � �'� /
MAP CABINET 48 PAGE 33 / „� / Tel:
a 864 334 0997
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PROPOSED SILT FENCE, TYP. CONSTRUCTION
SEQUENCE FOR
SEE DETAIL 11/C702 SEE DETAIL 1/C702
SCO I D#: 07-07054-02J
UNDERCUTTING AND FILL REPLACEMENT
�°• AT BUILDING PAD AND PAVEMENT AREAS
OF .
1. CONTRACTOR SHALL EXCAVATE BUILDING PAD AREA TO A MINIMUM OF 4' BELOW
Q 36.50. \ EXISTING GRADE ELEVATION AND PAVEMENT AREAS TO A MINIMUM 2' BELOW
``� � /V` °� I <v� // \ EXISTING GRADE AS INDICATED ON DRAWING. LIMITS OF BUILDING PAD EXCAVATION
"` SHALL EXTEND A MINIMUM OF 10' BEYOND BUILDING LINES ON ALL SIDES. LIMITS
/ � OF PAVEMENT AREA EXCAVATION SHALL EXTEND A MINIMUM OF 2' BEYOND
_7 d �; ;'Y
r O / ' PROPOSED BACK OF CURB IN ALL AREAS.
el
MAW lar
2. DETERMINED TO BE TOO WET OR OTHERWISE
ALL EXCAVATED MATERIAL THAT IS �W
UNSUITABLE FOR BACKFILL,TASTDETERMINED BY THE GEOTECHNICAL ENGINEER,
SHALL BE HAULED FROM THE SITE AND DISPOSED PER LOCAL ORDINANCES. ■
Commune Service
" \ f, " ' / I / FUTURE �! 3. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY, INCLUDING Community
r I WELLPOINTS, SUMP PUMPS, TEMPORARY SHORING, ETC., TO ENSURE COMPLETION
E
I XPANSION PROPOSED 50 ,,, """ � OF STABLE EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER SHALL BE ■
/ OUTLINE CONSTRUCTIENTR CE �/ ,�-� � � Learning Center #8
tf BUILDING MAINTAINED A MINIMUM OF 2' BELOW THE BOTTOM OF ALL EXCAVATIONS.OUTLINE SEE DETAIL 4/C70 ■
MECHANICAL N/ 4. BEFORE INITIATING EXCAVATION, INSTALL TEMPORARY STANDPIPE PIEZOMETERS AT Brunswick
YARD
OUTLINE LOCATIONS INDICATED TO DEPTHS OF 5' BELOW TEMPORARY EXCAVATION GRADES.
N104187 03 PIEZOMETERS SHALL CONSIST OF 1" TO 2" DIAMETER SLOTTED PVC, INSTALLED IN
f
Ee222505447 3" MINIMUM DIAMETER BOREHOLE, AND BACKFILLED WITH MANUFACTURED WELL East Carolina University
\W r �° \ / ♦
N,A63, 198.E SCREEN, MEDIUM TO COARSE SAND.
.'° \ ��ro� `� � 1 � � "� •� � � a � �„•�....�-�"' �.
� School of Dental Medicine
\ \ E.L (CONTROL)J 5. THE GEOTECHNICAL ENGINEER SHALL MEASURE GROUNDWATER LEVELS IN THE
h f / \ \ r Rp/.- PIEZOMETERS APPROXIMATELY 24 HOURS AFTER INSTALLATION AND DAILY THERE
�# , I II REPR%� ' TELEGRAPH COMPANY AFTER. Brunswick County NC
AMERICAN TELEPHONE AND
6. ONCE COMPLETED, EXCAVATIONS HAVE BEEN APPROVED BY THE GEOTECHNICAL
♦/� ♦ 20'EASEMENT D.B. 719 PG. 1049 ENGINEER, INSTALL A WOVEN GEOTEXTILE (MIRAFI 50OX OR APPROVED EQUIVALENT)
/ AT THE BOTTOM OF ALL EXCAVATED AREAS.
I _". - oo O'O.," Q T / � ♦ 7. BACKFILL EXCAVATIONS WITH IMPORTED SUITABLE FILL MATERIAL APPROVED BY THE
j
OOOb ,Ty � �
/ a°�• 0 GEOTECHNICAL ENGINEER AND HAVING A UNIFIED SOIL CLASSIFICATION OF SW, SP,
O 0 O O" _ T 'r tom / 3 SW-SM, SW-SC, SP-SM, OR SP-SC, FREE OF ORGANICS AND DELETERIOUS DATE:
r /
♦ 0710212014
r �" O O \ ~"` ♦ MATERIAL. BACKFILL SHALL BE PLACED IN MAXIMUM 10" LIFTS AND COMPACTED.
w
REFER TO SPECIFICATIONS. SCALE: As indicated
EYP PROJECT NO.:
O O O O ♦ 8. FIVE FEET OF SOLID PVC SHALL BE ADDED TO THE TOP OF THE PIEZOMETERS AND 6013031.01
r l y 0000 " THE PIEZOMETERS SHALL REMAIN IN PLACE AS BACKFILL IS PLACE. CARE SHALL
CATCH BASIN INLET -. _ r1 /� � SON MUST O BE TAKEN TO ENSURE THAT THE PIEZOMETERS ARE NOT DAMAGED OR DESTROYED.
PROTECTION, TYP. I f °" ' l O O O O.
00 /n``" DISTURBED AREA TO BASIN 1 = 4.05 ACRES �G� �XL I I p QN,�
SEE DETAIL 8/C702 I f _ / k ` "" y/ ���p 'QOT�'Py 9. CONTINUE SUITABLE SOIL FILL TO FINAL SUBGRADE ELEVATIONS PER THE GRADING
WI *NN / TOTAL DISTURBED AREA = 4.32 ACRES v C��o AND DRAINAGE PLAN.
UNCK COUNTY it y3 `f ... / o o O
i { / w y h E.C,P�1,
AL, LLC MAP CABINS. r I I ►= I ,1 „� ':t t F` DISTURBED AREA NOT BEING TREATED BY ; 10. PROOFROLL FINISHED SUBGRADE WITH A LOADED TANDEM-AXLE DUMP TRUCK OR
E 33 TRACT A BOOK I % I 3 Ir` ( ` r f BASIN 1 (AREA ASSOCIATED WITH TEMPORARY Q Z n ''� APPROVED RUBER-TIRED EQUIPMENT IN THE PRESENCE OF THE GEOTECHNICAL DESIGNED BY: AWK
2751 PACE 709 GRAVEL ACCESS PATH TO SITE) = 0.27 ENGINEER OR HIS REPRESENTATIVE.
ACRES DRAWN BY:
t D11 s I;' I a, � �/ "-•� r 1 11. REMOVE STANDPIPE PIEZOMETERS AND BACKFILL HOLES WITH BENTONITE CHIPS OR CHECKED BY: RTF
1 �, ,,♦ TEMPORARY GRAVEL ACCESS REFER TO C403 FOR TOTAL DRAINAGE AREA BBFORSYOUDIGI PELLETS.
'
' ��
♦ PATH TO SITE REFER TO INSET TO BASIN 1 CONTACTONB CAIs.CffiVTBR
wor— �� r r 1 '"' �� � 1 ON C301 FOR ADDITIONAL 1-800-632-4949 12. CONTRACTOR SHALL INCLUDE IN THE BASE BID PRICE ALL EXPORT AND DISPOSAL
PROPOSED 40' ACCESS „ � Ea INFORMATION. OF EXCAVATED UNSUITABLE MATERIAL AND ALL IMPORT AND PLACEMENT OF
AND UTILITY EASEMENT f r / , "y` 1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND *** SUITABLE BACKFILL AND FILL MATERIAL RE UIRED TO ACHIEVE FINAL GRADES AS
r
ASSURING THAT EXISTIN UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. Q
1x DESCRIBED ON THE DRAWINGS AND SPECIFICATIONS. ONLY SUCH ADDITIONAL
i EXCAVATION AND SUBGRADE REPLACEMENT BEYOND THE LIMITS SHOWN, AS MAY
i 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
" ""� BE APPROVED BY THE GEOTECHNICAL ENGINEER, SHALL BE PAID UNDER THE EROSION
PROPOSED SIGNAGE "�� "��, � FACT 8 `��, NECESSARY TO INSURE SAFETY TO THE PUBLIC. PROJECT ALLOWANCES FOR UNSUITAB%LE SOIL.
EASEMENT AREA r" "� ro"- _____ '
E.I. (CONTROL) 1 MAP CABINET 48 PAGE 33 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO CONTROL
BENCHMARK ELEV. 40.46 MSL 1 y 4 BOOK 2698 PAGE 808 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. N C303
g I % SCALE: 1" = 30' STAGE 2
r ( A 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
r i # ' i i ., 1 P, OR AS AMENDED.
r , PLAN
' r f '°
0 15 30 60

/ + +
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EYP Architecture
Engineering, PC
+
I // 811 West Hargett Street
YP /
/ Q 1 I Raleigh, NC 27603
=r„ + '�, '9/ 135
Tel: [phone]
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VI.. .. .. .. wI_
+ + + Yp
/ e ae.com
IS0
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/ / � , �/ SIT J� 1 CONSULTANTS.
Structural Engineering:
+ + 4/ + % r + _ // SR 1502
1 �` / Stewart Engineering, Inc.
4'r / 421 Fayetteville St., Suite 400
+ ._ RalTeleigh, NC
NC 27601
6 01
PROPOSED SILT FENCE, TYP. /
'I f ... \ SEE DETAIL 1/C702 �//
/ N
Fax: [phone]
y // VICINITY MAP N.T.S.
71
a Civil Engineering/ Landscape Architecture:
° ;I %� / "' � // TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole JeneSt & Stone, pa
y HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 11 E Hargett r
ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA 9 East a gett Street, Suite 300
PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013, Raleigh, NC 27601
PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY Fax: [phone]
/ EXTENSION PROJECT," PREPARED BY SITE SOLUTIONS, P.A., DATED
ROCK CHECK DAM, TYP.
FEBRUARY 21, 2014
SEE DETAIL 13/C702 Plumbing Mechanical Electical & Fire Protection:
EYP, Inc
420 I A The Parkway
TRACT B
' LEGEND Greer, SC 29650
MAP CABINET PAGE 33 �" „�� r ` ' /
BOOK 2698 PAGE 808
Tel [phone]
DITCH A SYMBOL DETAIL
SEE DETAIL 9/C705 Fax:
C-LD
DENUDED LIMITS -/- ���u�iin►���
PROPOSED 20' X 50• / /// ''til// I�j���i ��� N CAR
CONSTRUCTION ENTRANCE, TYP. �1 ST & S ��� �t :•••
SEE DETAIL 4/C702 / ' // /// ,�����F. ... ...., TO- �O .• F ESS/O C.7i
/ O O ENTRANCED CONSTRUCTION ; J : SEAL % ; CV
4/C702 c-1361 \
CATCH BASIN INLET / `/ / p zo c-103 zF: 5
PROTECTION, TYP. �"� % v �'�x,cAR0- �� F
SEE DETAIL 8/C702 / r ,"', �/ / �� ....... ` ;�� '•.�G I t4 • �`��:
.
eNS'i � PARTNERS "AMERO€ D D.•F•�����
t i. w ro PROPERTIES, LTD
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X SILT FENCE 1/C702 ���i ���`
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4, PB 48 PG 34
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BRUNSWICK COUNTY HOSPITAL, LLC cs, �\. ` �� �� TRACT 5
MAP CABINET 48 PAGE 33 �
TRACT A / w BOOK, 2698 PAGE' 808 1 REVIEW COMMENTS 06/11/14
MAP CABINET PACE 33 BOOK 2751. PAGE 709 � � � � � LB. X � � ♦ ��. � CATCH BASIN INLET PROTECTION 8/C702
2 BID DOCUMENTS 07102114
C L _a`. ��" ' o O oC D 3 ADDENDUM 1 07125114
11.
V` ° O o 4 REVIEW COMMENTS 07131114
„4y
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O° O INLET PROTECTION, TYP. 5 NCDENR EROSION CONTROL 10/06/14
4 / OO O SEE DETAIL 7/C702
Q
P
6 NCDENR STORMWATER 11114114
J \
/ 4 '�`� SEE SHEET C301 FOR EROSION
CONTROL NOTES AND CONSTRUCTION`f 1 SEQUENCE # Revision Date
PROPOSED SILT FENCE, TYP.
� / { SEE DETAIL 1/C702 SCO I D .# 07 07054 02J
O,
TEMPORARY SEEDING SPECIFICATIONS
(Ppiv � ' �� ��\ \ 3:1 SLOPES OR FLATTER
� / / \ ♦ 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS/1000 S.F.
w,�•,.-- '~ " / i '" '%" \ \ 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT x
THE RATE OF 20 LB ._._,
S/1000 S.F.
- 3. SEED IN ACCORDANCE W w k. TH THE FOLLOWING SCHEDULE A A S.
, �. � � � �- � � S E AND APPLICATION RATE
Q i f7 �� • ®` DATE: TYPE: PLANTING RATE
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
NOV. - Community Service
0 1 MAR. 1 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
ROPOSED 20
O ABRUZZI RYE 25 LBS AC OR 1/2 LB 1000 S.F.
e�lO �� ��CONS ON<`ENTRAN }� �` MAR. 1 - APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. Learning Center #8
DETAIL 4/C70 .- APR. 15 - JUL. 30 MULLED COMMON
"zz�v l� �p0\�� / , r BERMUDA GRASS 30 LBS/AC OR 1/2 LB/1000 S.F.
JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. Brunswick
a
\ C1J 4Q 35 LB
\ ¢ `/r / ~... . s o / HUM SUDAN C OR L 000 S.F.
BROWN TOP MILLET S/A 3/4 B/1
X •-/
/ ' f� �� N.A.D. 1983 HYBRIDS 30 LB C OR L 1000 S.F. EastCarolina
'� E222054 4`� S/A 3/4 B/
Ea University
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-1000 LBS/1000 S.F. School of Dental Medicine
E,L (CONTROL)
\ � ` „ * HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
\ \.�.. L F� y / `' �� REPRO' TELEGRAPHCOMPANY
/ . 2.
\ / / I !i / ?, �S �' - / jJ� AMERICAN TELEPHONE AND THAN 3:1 Brunswick County NC
�� / SLOPES GREATER
T I S , .- 1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F.
20'EASEM NT D.B. 719 PG. 1049
j
� �'. , o O"""fl � � �w ems- � /�,•-- � �0`�• 2 APPLY 10 10 10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.
iI 00 \ �F �/ °52 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
O ' � � ♦ DATE: TYPE: PLANTING RATE: DATE: 07/02/2014
g i 00 �;: �. ��-�' / MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F. SCALE: AS Indicated
�� �� ifs` 4 O ��/ 000 (SCARIFIED) AND EYP PROJECT NO.: 6013031.01
MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
CATCH BASIN INLET " 0000
O O O O
/ O O O O ���
TYP. i I`ua 1 r 1 / , G
PROTECTION, j 0000 �pN MUST
SEE DETAIL 8�C702 DISTURBED AREA TO BASIN 1 = 4.05 ACRES �G� \�L I TY JUN. - SEPT. 1*** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F.
i �` A
fl O O O ���Q 'Qp�O BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
O / �"' TOTAL DISTURBED AREA = 4.32 ACRES O� J� o F OR SORGHUM SUDAN
N CK COUNTY i „' / X'%' G` E.C,M. v �� O HYBRIDS 30 LBS AC OR 3 4 LB 1
/ / / 000 S.F.
AL, LLC MAP CABINET e� s m- .� '' DISTURBED AREA NOT BEING TREATED BY J w z = SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.
IN 33 TRACT A BOOK f , �; - '">"~ -_ '`11 BASIN 1 (AREA ASSOCIATED WITH TEMPORARY Q � m (UNHULLED - UNSC4RIFIED)
275 PAG:r 709 I � `#; �"� _"- `'\ GRAVEL ACCESS PATH TO SITE) = 0.27 TALL FESCUE 150 LBS/AC OR 3 1/2 LBS 100o S.F. DESIGNED BY: AWK
ACRES MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F. DRAWN BY:
( I ;l � F ,/ � TEMPORARY GRAVEL ACCESS REFER TO C403 FOR TOTAL DRAINAGE AREA BEFORE YOU DIGI 4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS/1000 S.F. AND ANCHOR CHECKED BY: RTF
W-LDa 1 / o PATH TO SITE, REFER TO INSET TO BASIN 1
� �' � -a � NI'ACI'0N8-CAL.LCSNTffit WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F.
1 ON C301 FOR ADDITIONAL
' ��"' 1-800-632-4949 OR 800-1200 GAL AC.
PROPOSED 40' ACCESS i I I j r� t8°3 1 INFORMATION.
AND UTILITY EASEMENT 1. CONTRACTOR IS FULLY R 'SPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ***
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. TEMPORARY. RESEED SEPT. 1 AT RECOMMENDED RATES.
'"� % 2. CONTRACTOR IS RESPONS BLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
PROPOSED SIGNAGE ­311 NECESSARY TO INSURE SAFETY TO THE PUBLIC. EROSION
EASEMENT AREA i ' �; ) 1, ` 1 "' TRACT 8
" I BEE.I HMARK(CONTROL) 1% 7 „ MAP CABINET 48 PAGE 33 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
{ 0 I BENCHMARK ELEV. 40.4C MBL 1 BOOK 2698 PAGE 806 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. CONTROL
I � � % N
r { 4LD . SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART SCALE: 1" = 30' C304
f \\
STAGE 3
� P, OR AS AMENDED. PLAN
�" 1 i x 0 15 30 60

ROOF LEADER SCHEDULE STORM DRAINAGE SCHEDULE
FROM TO SIZE (IN) MATERIAL LENGTH (FT) SLOPE (FT/FT) INV OUT (FT) INV IN (FT) FROM TO SIZE (IN) MATERIAL LENGTH (FT) SLOPE (FT/FT) INV OUT (FT) INV IN (FT) EYP Architecture &
CO-12R CO-11R 6 inch PVC 13 0.0373 41.50 41.00 CI-9 CI-2 15 inch RCP CLASS IV 81 0.0050 38.97 38.57
/ �� ,," � ` /, Engineering, PCYP /
CO-11R DI-5 6 inch PVC 15 0.0326 41.00 40.50 CI-8 CI-2 15 inch RCP CLASS IV 40 0.0050 38.77 38.57 /�- // 811 West Hargett Street
DITCH A - i` -f�� s. / Q ,� Raleigh, NC 27603
WYE-10R CO-9R 6 inch PVC 13 0.0101 41.00 40.87 CI-7 CI-6 15 inch RCP CLASS IV 23 0.0052 40.26 40.14 SEE DETAIL 9/C705 / `,' / / f �Q v5 Tel: [phone]
CO-9R WYE-8R 6 inch PVC 15 0.0101 40.87 40.72 CI-6 DI-5 15 inch RCP CLASS IV 41 0.0051 40.14 39.93 // J %�Td Fax: [phone]
WYE-8R WYE-7R 6 inch PVC 24 0.0138 40.72 40.39 DI-5 DI-4 15 inch RCP CLASS IV 46 0.0050 39.93 39.70 q� �, eypae.com
Illp
WYE-7R CO-6R 6 inch PVC 6 0.0150 40.39 40.30 DI-4 MH-3 15 inch RCP CLASS IV 123 0.0050 39.70 39.08 12' WIDE GRAVEL MAINTENANCE / // �'F,y� SjT J� �l CONSULTANTS:
CO-6R MH-3 6 inch PVC 38 0.0151 40.30 39.73 MH-3 CI-2 15 inch RCP CLASS IV 102 0.0050 39.08 38.57 ACCESS; 6" COMPACTED ABC
OVER WOVEN GEOTEXTILE / Structural Engineering:
CO-5R WYE-4R 6 inch PVC 30 0.0100 41.50 41.20 CI-2 FES-1 15 inch TRCP CLASS IV 13 0.0055 38.57 38.50 (MIRAFl 500X, OR EQUIVALENT) SR 1502
WYE-4R WYE-3R 6 inch PVC 42 0.0100 41.20 40.78 OVER COMPACTED SUBGRADEr ,; / Stewart Engineering, Inc.
STRUCTURE LEGEND: 421 Fayetteville St., Suite 400
WYE-3R WYE-2R 6 inch PVC 30 0.0101 40.78 40.48 CI - CURB INLET / '>, // Raleigh, NC 27601
WYE-2R CO-1R 6 inch PVC 16 0.0100 40.48 40.32 CO - CLEANOUT /
DI - DROP INLET / Tel: [phone]
CO-1R CI-8 6 inch PVC 80 0.0103 40.32 39.50 MH - MANHOLE / N Fax: [phone]
WYE - WYE CONNECTION
FYE - FLARED END SECTION / ;'%" / VICINITY MAP N.T.S.
/ Civil Engineering/ Landscape Architecture:
/ // TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest & Stone, pa
HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street, Suite 300
ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
SHOWN PER PLANS FOR 'BRUNSWICK NOVANT MEDICAL CENTER ROADWAY
' Fax: [phone]
/ EXTENSION PROJECT,' PREPARED BY SITE SOLUTIONS, P.A., DATED
FEBRUARY 21, 2014 Plumbing Mechanical Electical & Fire Protection:
�.
EYP, Inc
420-1-A The Parkway
LEGEND Greer, SC 29650
/
TRACT B Tel: [phone]
MAP CABINET 48 PACE 33 s �� � / SYMBOL DETAIL
BOOK 2698 PAGE 808 � � / Fax:
C-LD N,, 7 / PROPOSED CONTOUR -/ 11////////II4l N+nCA �
g��� .'�POR '• Z �� �ti�'�
/ _ A L�l r� SEAL F'. Cn _ r Q� r
PROPOSED INDEX CONTOUR -
Z�� C-1031 2� ; �� z
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ODD
EXISTING CONTOUR ����nnu+►++�`�10 06 14
FU ST N PARTNERS & CAMERO / /
PROPERTIES,IES, LTC
41 / OS 2614 PC 989
P8 48 PC 64
100.00•
PJ PROPOSED SPOT ELEVATION -/-38.0
39 W -LD
24
00 .way // r RIP RAP APRON
SEE DETAIL 15/C701 EXISTING SPOT ELEVATION /
/ ..
X�l° SF�F \.... .. �y 1 REVIEW COMMENTS 1
'4 ti� p TRACTCO S 06/ 1/14
BRUNSWCK COUNTY HOSPITAL, LLC \, // \' MAP CABINET 4" PAGE HP. PROPOSED HIGH POINT -/-
TRACT / 394s FEs-1 BOOK 2696 P AGE B08 � / \ 2 BID DOCUMENTS 07/02/14
MAP CABINET PAGE 3 BOOK 2751 PACE 09 � �' I<S. RIM:38.50
-w. 9 a1 t 3 ADDENDUM 1 07/25/14
r 38.25 cI-2 ♦ 4 REVIEW COMMENTS 07/31/14
/ 93C-LD
,� PR� CSED DRAINAGE SWALE -/-
RIM 41.00 ���
5 NCDENR EROSION CONTROL 10106114 CI 9 '�
^ /
RIM:41.00 •.
` 6 NCDENR STORMWATER 11114114
\41.75 'QCp 225 PROPOSED STORM DRAINAGE 1O/C702
41.60.�Q r 41.6 \ 25
41.7 CI PROPOSED CURB INLET 1,2,8/C704
RIM:41.70 41. •\
MH-3 41.204iA
\ ...
RIM:42.50
7 1
C9, 4
42.50
D
'
f ♦ I # Revision Date
1.5o PROPOSED DROP INLET 3,9/C704
42-10
41. DITCH B
70, SEE DETAIL 9/C705
EXISTING CI-72 r' l err. MH SCO I D#. 07-07054-02J
r
43.2842.78 � � � ��,♦ �• f3� PROPOSED MANHOLE 10,11/C703
43
g,� 37
a f • ,
° 43.2
s
'43.50
t,Q CO
1�r �� / / ! - ROOFDRAIN LINE WITH CLEANOUT 5/C702
WYE 7R
gr
' WYE-8
R
88 v' t
GRADING AND DRAINAGE NOTES: 0
1. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO
�' f ���� WYE 2R �•� 275 r CONSTRU
�j ����� \ s � A FINE. Community Service
k
�z
WYE-10R
, ten a � if / � lv WYE 3R _75 2
1 42.77 O O
43 25 '
ING MORE
AN
1 %� // '� EROSDION CONTROL APLAN N ISAAR VIOLATION TAND IS SUBJECT TO A Learning Center #8
•� .m i FINE.
V � � - , OTC � O •""�
I
DI 4 TIE FOUNDATION �� �� okel
IM�. m. 30 �'� O p `11 "e 3. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN Brunswick
DRAIN TO DI-5 O 4 a �
vx ' -.; O O AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONTINUOUS FOUNDATION �-'
^b' N -' -..,, CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION SHALL BE
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TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest & Stone, pa
HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street, Suite 300
' + ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA
IMPORT SELECT FILL REFER TO C601 FOR PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
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HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY
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PROPOSED 1.5" WATER METER
Tel: [phone]
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2 BID DOCUMENTS 07102114
3 ADDENDUM 1 07/25/14
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UNDERGROUND / ;�� / _ ;� � q , , '"'"'�� /.. ~` y
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TEST HYDRANT / / �, \ / / `" OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY
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CODE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE
v COORDINATION OF BUILDING AND SITE UTILITY CONTRACTORS SO
THAT HYDROSTATIC TESTING OF THE FIRELINE MAY OCCUR TO THE
Q o TERMINATION POINT WITHIN THE BUILDING.
ICI
I DAILY WATER USAGE: z DESIGNED BY: AWK
I I •,�� -:., <`� MAXIMUM OCCUPANT LOAD:
DRAWN BY:
155 PEOPLE
I I $ AVERAGE OCCUPANT LOAD
* ' BffiAORBYOUDIG! SUMMARY OF WATER MAINS CHECKED BY: RTF
18 STAFF + 34 PATIENTS = 52 PEOPLE
_T , I
155 PEOPLE X 15 GPD/PERSON COIVTACPONB�ALi.CHN'1'l�
Ill E = 2,325 GPD MAXIMUM WATER DEMAND I�0-632-4949 SIZE LENGTH
I 52 PEOPLE X 15 GPD/PERSON 1. CONTRACTOR S FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
= 780 GPD AVERAGE WATER DEMAND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2.5" PVC 30 LF
6" DIP 171 LF
I EXISTING FIRE HYDRAI°T 1 L� C-LD
2. CONTRACTOR S RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
III (PRESSURE TEST HYDRANT)
NECESSARY T INSURE SAFETY TO THE PUBLIC.
EYP /
i I I APPROXIMATELY 420 LFy DAILY SEWER USAGE: WATER
SOUTH PHYSICIANS PLAZA "" f FROM 15A NCAC 02T.0114: SEWER FLOW 3. ALL PAVEMEN CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO DISTRIBUTION
i 1 DRIVE INTERSECTION; £ = 250 GPD/PRACTITIONER/SHIFT STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
ELEVATION = 40.99 '; r 6 PRACTICIONERS X 1 SHIFT X 250 GPD/PRACTICIONER/SHIFT SCALE: 1" - 30' IN SANITARY C501
y = 15CO GPD AVG SEWER FLOW 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED. SEWER PLAN
0 15 30 60

y
CALCULATIONS loor
LANDSCAPE CALCULA
EYP Architecture &
ell
Engineering, PC
5 PROJECT BOUNDARY BUFFERS
;a 811 West Hargett Street YP /
NO REQUIREMENT (0.0 OPACITY PER ZONING; Q� Raleigh NC 27603
'' , / PROPERTY = C-LD, ADJACENT PROPERTY = C-LD), Q
' a, ' STCRMWATER BMP OFF-SITE, v5 Tel: [phone]
w e� �, ✓ / SEE INSET A FOR PLANTING PLAN AND SEE BRUNSWICK CO. UDO SECTION 7.2.9 - REQUIRED BUFFERS
CONTEXT MAP FOR LOCATION ^ Fax: [phone]
STREET BUFFERS
` �° ° a.; ., �� s eypae.com
,[ e
FUNSTON PARTNERS & CAMERON REQUIREME TS (PER BRUNSWICK CO. LIDO ARTICLE 7.2 - REQUIRED BUFFERS): � 'P ISO
100' BUFFER PROPERTIES, LTD SIT 1 CONSULTANTS:
VINTER�/AL„"#4 =,..�,� t. � °/ DB 2614 PG �, ':
FOR COLLE TOR THOROUGHFARE STREET BRUNSWICK MEDICAL CENTER PARKWAY): J
- 20' PLANTED BUFFER
PP 48 PC - 1 CANOPY TREE PER 100 LINEAR FEET OF PROPERTY FRONTAGE; Structural Engineering:
- OFF-SITE DITCH TO BE STABILIZED WITH NORTH AMERICAN - 2 UNDERSTORY TREES PER 100 LINEAR FEET OF PROPERTY FRONTAGE; SR 1502
'• !' =,� GREEN SC 250 EROSION CONTROL MATTING, 62,000 SF OF Stewart Engineering, Inc.
Po,a, - LANDSCAPE LOCATED WITHIN A 20-FOOT LANDSCAPE BUFFER (DEPTH OF BUFFER
r y SEED WITHIN LIMITS OF OFFSITE DITCH DISTURBANCE
M Y VARY PER GUIDELINES OF UDO ARTICLE 7.2.5) 421 Fayetteville St., Suite 400
OO ' ,~
Raleigh, NC 27601
Gip, ter" . ° F� - STREET TREES QUERCUS PHELLOS CALCULATIONS: g '
BY OTHERS, SEE FOR BRUNSWICK NOVANT Tel: [phone]
MEDICAL CENTER ROADWAY EXTENSION PROJECT PREPARED TOTAL LINEAR STREET FRONTAGE FOOTAGE = 519.3'
'1• � " / ;.:`• '"', � _; ..' TOTAL LINEAR DRIVEWAY WIDTH FOOTAGE = 68.5'
�� F q �,• �,> � ��_.: � , ° ` _ 4- BY SITE SOLUTIONS, PA. Fax: [phone]
TOTAL LINEAR FEET (LESS DRIVEWAY WIDTH) = 450.8' VICINITY MAP N.T.S.
y ASi� REQUIREMENT: 5 CANOPY TREES, 10 UNDERSTORY TREES
A F " T Civil Engineering/ Landsca e Architecture:
tiP g TOTAL PROVIDED: 9 CANOPY TREES (STREET TREE PLANTING BY OTHERS, p
RUN COUNTY HOSPITAL, DLO "`fi FACT B \ SEE S TE SOLUTIONS LANDSCAPE PLAN), 12 UNDERSTORY TREE-S
'.'{ f ' .R. TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM Cole Jenest & Stone, pa
TRACT A. " " T MAP CABINET 48 PAGE 33 \
�. .\ HANOVER DESIGN SERVICES, P.A.. THIS INFORMATION WAS ORIGINALLY 119 East Hargett Street Suite 300
AP CABINET 48 PAGEBON 751 PAGE 70 �\° I„S � � , :. _ _;;?. BOOK 295 PAGE 808 \ FOR PHYSICIAN'S PLAZA DRIVE EXTENSION: ISSUED AND SEALED BY GREG A. WAYNE; NORTH CAROLINA g
15' PLANTED BUFFER ® 0.2 OPACITY PROFESSIONAL LAND SURVEYOR SEAL: L-2876, ON JULY 2, 2013. Raleigh, NC 27601
1 ANOPY TREE, 1 UNDERSTORY TREE, AND 7 SHRUBS PER 100 LINEAR FEET
:" `" ° \\ PROPOSED IMPROVEMENTS FOR BRUNSWICK MEDICAL CENTER PARKWAY Tel: [phone]
CALC LATIONS: SHOWN PER PLANS FOR "BRUNSWICK NOVANT MEDICAL CENTER ROADWAY FaX: [phone]
I ROADWAY = 145.1'
TOTAL LINEAR FEET OF EXTENSIONEXTENSION PROJECT, PREPARED BY SITE SOLUTIONS, P.A., DATED
•' / 2 MASW � '""' « �` REQUIREMENT: 2 CANOPY TREES, 2 UNDERSTORY TREES, 10 SHRUBS
", FEBRUARY 21, 2014 PlumbingMechanical Electical & Fire Protection:
/ � UNDERSTORY TREE
4 ILEP '
� `.��" ' ,,. �� � TOTAL PROVIDED SOUTHERN PORTION 2 CANOPY TREES, 3 UNDERS 0 S,
- ` s ILEc , ' , ";, �,,, ..,� 13 SH uBs EYP, Inc
PROPOSED PRIVATE STREET "
�« 6 ILNP \ r 420-I-A The Parkway
` v 0o' BUFFER y
XISTING PRIVATE ACCESS, UTILITY & DRAINAGE EASEMENT "PH r'SICIANS \ 1 MASW
PLAZA DRIVE" J INTERI7AL #3 r ,4 y" «, \ - 19 ILES VEHICLE USE AREA (VUA) I I Greer,
\ SEE INSET A SC 29650
MAP CABINET 48 PAGE 33 l `
�� WETLAND I Tel: [phone]
606 f SOD °', „ CALCULATIONS: PLANTING PLAN
\ 9 TOTAL PARKING SPACES (PHASE 1) = 35 /i�i
I %/„i Fax
3,.;, /,.
REQUIREMENT UIREMENT PER UDO 6.1 1 LANDSCAPED ISLAND MIN 144 SF
,
( ) MAIN N T
,,.. 1 QUNU PER 20 PARKING SPACES, WITH 1 TREE (MIN 2" CALIPER ® 4.5' ABOVE GROUND) A SITE
JQ,Qy € ,;;, 1 QUNU .. r ` �rtu�n►►►
w 2 M ~`\ AND LOCATED WITHIN 150 FEET OF EVERY PARKING SPACE '- ���� q4A
\
r
. � 2 ULMA � � ,• 1^1 ���/ II♦j♦�� `J�� N CAIvO
- LANDSCAPE ISLAND #1 CALCULATIONS: ���� J W� �•` �'•�
0 /
6 ULMA �� �c.S� & S _ O�'.�ESSi�'
���`� OOp ' ` " x ° ° ' 6 ILGS LANDSCAPE , v, TREES PROVIDEDTOTAL AREA = 606 ALLEGE ETLMSW®I Z 550 OF EVERYPARKING SPACE `�'\� .o�PpggT O�= _.�p �,�,.-
y ISLAND 1. E f - ,,, SEAL = -
Q r •
,,r. ,,: # ,`,' ' LANDSCAPE ISLAND #2 CALCULATIONS: I I J j C-1361 \
8,315 sf SOD ✓ '°.°"' p CALCS ;`E TOTAL AREA = 447 SF, LOCATED W/IN 150 OF EVERY PARKING SPACE I I y C-103 Q:
_, "°
.. , ., .. 9 ,".'gas', , °r �^ ,g ,,..4 _ - x,H a. jf =O •O,p�. �2f-
e411/P: :,`.',., , ,,,,, ,,,,,,,, / 7� s SOD „ 398 sf SOD TREES PROVIDED 1 ALLEE ELM ® 2.5 3" CALIPER ; ., „I O �/CAR�.• Cn
�� �° ^.. %' � � ' •:� :, " '° - / � LANDSCAPE ISLAND #3 CALCULATIONS (ONLY TO BE BUILT IIF PHASE 2 �,� •� �� � ••�C I NEF': �`
x a d L AREA = 218 S LOCATED N 150 OF �� . ... • '' `Z` .
IS CONSTRUCTED): TOTAL F W/I ♦ �� ,,� IO•" \�```.
EVERY PARKING SPACE � - J ♦III//////U� �i OD F �
\ :;•. .`; "~ TREES PROVIDED = 1 ALLEE ELM 2.5-3" CALIPER NOT SHOWN ������► 10 06 14
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ON CURRENT P ONLY INSTALLED IF SE 2 IS B /
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� TOTAL PROVIDED (PHASE 2 ISLANDS 3 TREES
., `°' (MEETS OR EXCEEDS REQUIREMENT)
VS
_; 9 ICES 1C 3 ILGS \ NDSCAPE - TOTAL PROVIDED (PHASE 2) = 3 ISLANDS, 4 TREES
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4-� PLANTING NOTES
f=
1. , a . .,/ ..., 1.
-°°, '° " < '_^ 31 450 sf SEED / � C SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST
,O f t � , : x� '.; - , , . ,.: �'�. , ,, ., ., i ., / _, � , ,.. ` ' •� .• s 11
' i �` ` ' 9� s � "` .: � `"` - .,°' o " �., -" "":.'': "°• �"" WY ,,�. ,,,�° `"� •, ,�, ,~� �,. s v EDITION OF "AMERICAN STANDARDS FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION
eC,1 ° / y` / ,r, \
OF NURSERYMAN INC.
.� f .. --,,. � ,. „ .5 vem'°^r"'n` >� .;�: .� s" .? ,..�, P. „�saa r.�°�.,, ^^'� '�` .
�; "°� / � �.°,� \ '� 7 CALA
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, s "> °' . .� o�' ..; � 2. HEIGHT AND WIDTH SPECIFICATIONS
` ,.� -�" °° °p / ..`4�. � C (CATIONS INDICATED ON PLANT SCHEDULE SHALL
f f r•� J ;s f „�„ ., ,�, .:, , ,., � �. ,. � , �" �,. ,, .= :, �� , .," . � •�.,.,� : ,�,«, ' , � � LL TAKE
_m a�,, , , \ 3 MYCS
STREET TREES -. N1 / '� ,a PRECEDENCE OVER CONTAINER SIZE AND CALIPER.
3 \ r,
ULMA
BY OTHERS, SEE SITE f �,; ;a ,f� ", , ,.,, ,�. :: ..• �,.~;,W. \ � , ., � `�� 2 CHVI
°
SOLUTIONS LANDSCAPE PLAN , j .4,.,.,.
4 ILNP
° ;., ' '.�, � + + -� �%. ;` '� " "n. �\, '�' � 3. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT
y ,, d' :" $ / .,. &,°•: :' THE CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY .;f , ,�,« / ,.� ♦ ( .�\,+ `�,�.;~ L AND PLACE ADDITIONAL TOPSOIL IF
/ / P:� •a. �,. .., �'" ', NECESSARY FOR MOUNDING AS
� , - ,,:� ' °: •„~°,° ;;, ,^`• � / .� ".~e ,;_ � °\ � INDICATED ON CONSTRUCTION DOCUMENTS.
� ," , B ',}:p' _ +, .,6,,* „�.tea. / 1 Y ,./ �•,,r" �,.; �;vsE�" ` / ?„-'.,A `a. % / 'l�* p ,hey �\
PROPOSED 40 ACCESS irr f .,,.,. � �� , ., ;,. : , ., .- � s i _ , . ..: .. , : .-; ,m"."• ',
f / ry � y£ , ,b ., x4 ,. r y` _ 4. CONTRACTOR SHALL MULCH ALL SHRUB ANNUAL AND PERENNIAL BEDS WITH 4"
AND UTILITY EASEMENT ' f ( ,a,. / * DOUBLE
� ft. f, .gg'. SHREDDED HARDWOOD MULCH.
w. 1
,
•, . 5. AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY
� ALL DISTURBED
THE CONTRACTOR. Community Service
PROPOSED SIGNAGE 1 { ,�� 1 � y 1 � "`�`` 1 \ �\ + �' �+� + � �v> `� �°° \
EASEMENT AREA �„ " 6. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER,
El (CONTROL) � �\ C4 Q
�� �' + + +* + * * �, �1`� °tea, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS Learning i n Center #V
�. g
\\ = • ' * + + * + + + n MATTER WHICH WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND OR
PLANT SCHEDULE (INCLUDES WETLAND SHRUBS) /
x + * * + + + * + MAINTENANCE OF LAWN AND PLANTING AREAS.
gy + +* + + + y a Brunswick
+ 7. IN PLANTING BED AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL
TREES TY BOTANICAL NAME COMMON NAME CONT SIZE SPAC 1 MYCS � ^ � =K"`-� + + + ,«, ,, .
LACA 4 LAGERSTROEMIA INDICA 'CATAWBA' CATAWBA TREE CRAPE MYRTLE MULTI-TRUNK B&B 2" CAL. A.I. 4 DARA CONTRACTOR SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN
\� + + + + + TOPSOIL. CONTRACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO East Carolina University
MASW 20 MAGNOLIA VIRGINIANA SWEET BAY B&B 6'-10' HT. A.I. + + ». FILL THESE EXCAVATIONS.
6 CLEH School of Dental Medicine
QUNU 3 QUERCUS NUTTALLII NUTTALL OAK B&B 2.5"-3" CAL. A.I. f - + 8. CONTRACTOR SHALL RESEED RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
2 CALA « r� + * +�1 � �` INSTALLATION. /
QUEP 9 QUERCUS PHELLOS WILLOW OAK B&B 2.5"-3" A.I. 12 (TVA \ b ' *.; + + * + +� r Brunswick Count NC
9. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE NORTH y
ULMA 8 ULMUS PARVIFOLIA 'ALLEE' ALLEE LACEBARK ELM B&B 2"-2.5" CAL. A.I. 15 (TVA +V + ++ * :q CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT.
SHRUBS 2 BOTANICAL NAME COMMON NAME CONT S� SPAC 6 MYCS a + ++ ++ + ++ + ++ + '" 10. ALL STRAPPING AND TOP 2 3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY
CALA 18 CALLICARPA AMERICANA AMERICAN BEAUTYBERRY CONT 24"-30" HT/SPR 4' O.C. 26 CLEH + + * + + THE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR
1 CHVI SHALL REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
CAMG 3 CAMELLIA SASANQUA 'SHISH(-GASH IRA' CAMELLIA CONT 40"-48" HT. 5' O.C. , + + +
15 DARA . ,. �,>.
SYM COMMON NAME BOTANICAL NAME SIZE ROOT SPACG NOTES 9 CALA + + "g 11. FOR NEW TREE PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL
CHVI 5 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 5 GAL. 40'-48" HT. A.I. # t� ' SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW DATE- 07/02/2014
t` TOPSOIL, OR AMEND THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL P
CLEH 42 CLETHRA ALNIFOLIA 'HUMMINGBIRD' SUMMERSWEET CONT 18"-24" HT, 4' O.C. HERBACEOUS WETLAND PLANTS _ SHALLOW WATER OFF-SITE DITCH TO BE STAB( EC / CANTING SCALE: A$ indicated
a
NORTH AMERICAN GREEN SC 250 ERO$I MIX STANDARDS FOR TREES.
DARA 30 DANAE RACEMOSA POET'S LAUREL CONT 24"-30" HT. 4' O.C. 90 SOFT RUSH JUNCUS EFFUSUS 4" CONT. 18-24"OC CONTROL MATTING, 62,000 SF OF SEED, WI I -' .g � � EYP PROJECT NO.: 6013031.01
w= � 12. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
VAR. PYLAEI LIMITS OF OFFSITE DITCH DISTU BAN :,�-•.>�•,�a „��• y` k ! DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS,
ILEC 28 ILEX CORNUTA 'CARISSA' CARISSA HOLLY CONT 15"-18" HT. 3' O.C.
90 DUCK POTATO SAGITTARIA LATIFOLIA 4" CONT. 18-24"OC N CONTRACTOR SHALL CONTACT ZONING OFFICIAL TO RESOLVE BEFORE PLANTING.
ILEP 55 ILEX CORNUTA 'NEEDLEPOINT' NEDDLEPOINT HOLL f CONT 24"-30" HT. A.I. INSET A - WETLAND PLANTING PLAN SCALE 1'-307 13. MINIMUM TREE SIZE AT PLANTING SHALL BE TWO-INCH (2") CALIPER AT 4.5 FEET HIGH,
90 PICKERELWEED PONTEDERIA CORDATA 4" B&B 18-24"OC PER BRUNSWICK COUNTY LANDSCAPE GUIDELINES. ALL MULTI-STEM PLANTS SHALL BE
ILNP 39 ILEX CORNUTA 'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT 40"-48" HT. A.I.
TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM EIGHT FEET TALL. ALL
ILES 19 ILEX CRENATA 'STEEDS' STEEDS JAPANESE HOLLY CONT 30"-36" HT. 3' O.C. 90 SOFT STEM SCHOENOPLECTUS 4" CONT. 18-24"OC SYM COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOTES SHRUBS SHOULD HAVE A MINIMUM MATURE HEIGHT OF 24". DESIGNED BY: AWK
BULRUSH TABERNAEMONTANI #
14. INSTALLER SHALL AGREE TO REPAIR OR REPLACE PLANTINGS THAT FAIL IN MATERIALS, DRAWN BY-
HERBACEOUS
22 ILEX GLABRA 'SHAMROCK' INKBERRY CONT 30"-36" HT. 5' O.C. gp ARROW ARUM PELTANDRA VIRGINICA 4" CONT. 18-24"OC HERBACEOUS WETLAND PLANTS - SHALLOW LAND WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD. SEE PLANTING
SPECIFICATIONS FOR WARRANTY PERIOD AND FAILURE DESCRIPTIONS. CHECKED BY: RTF
(TVA 63 (TEA VIRGINICA VIRGINIA WILLOW CONT 30"-36" HT. 4' O.C. g0 SWEETFLAG ACORUS SUBCORDATUM 4" CONT. 18-24"OC 160 GREAT BLUE LOBELIA SIPHIUTICA 4" CONT. 18" OC
LOCR 9 LOROPETALUM CHINENSIS RUBRUM 'RUBY' RUBY FRINGE FLOWER CONT 18"-24" HT. 5' O.C. LOBELIA 15. FOR SEEDED AREAS, AN ACCEPTABLE LAWN AT THE END OF THE MAINTENANCE PERIOD SHALL
CONSIST OF A HEALTHY, UNIFORM, CLOSE STAND OF GRASS, FREE OF WEEDS AND SURFACE
90 BLUE FLAG IRIS IRIS VIRGINICA 4" CONT. 18-24"OC 160 NARROW SACCHARUM BALDWINII 4" CONT, 18" OC IRREGULARITIES, WITH TOTAL GRASS COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. AND
MYCS 13 MYRICA CERIFERA WAX MYRTLE 5 GAL. 30"-36" HT. 6' O.C. PLUMEGRASS BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES, WITH AT LEAST 85% OF THE TOTAL GRASS COVERAGE
SPAW 15 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIRAEA CONT 12"-15" HT. 3' O.C. 90 WOOLGRASS SCIRPUS CYPERINUS 4" B&B 18-24"CC 160 SPOTTED EUPATORIADELPHUS 4" B&B 18" OC CONSISTING OF BERMUDA. REFER TO SPECIFICATIONS_
TRUMPETWEED MACULATUS
VINU 8 VIBURNUM NUDUM POSSUMHAW CONT 30"-36" HT. 6' O.C. 90 PRIMROSE WILLOW LUDWIGIA SPP. 4" CONT. 18-24"OC 160 QUILL SEDGE CAREX TENERA 4" CONT. 18" OC
VTSB 12 VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET LAURESTINU CONT 18"-24" HT. 4' Q.G. PLANTING
90 WATER PLANTAIN ALISMA SUBCORDATUM 4" CONT. 18-24"OC 160 SEASHORE MALLOW KOSTELETZKYA VIRGINICA 4" CONT. 18" OC
GROUND COVERS � BOTANICAL NAME COMMON NAME CONT SIZE SPAC N C601
SOD 9,870 SF BERMUDA 'TIFTON 419' BERMUDA SOD SOD PROVIDE EVEN DISTRIBUTION OF THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED PROVIDE EVEN DISTRIBUTION OF THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED SCALE: 1" = 30' PLAN
SEED 62,483 SF HYBRID BERMUDA SEED HYBRID BERMUDA SEED SHALLOW WATER AREA NOTED ON THE PLAN. SHALLOW LAND AREA NOTED ON THE PLAN.
0 15 30 60

EYP Architecture &
Engineering, PC
811 West Hargett Street YP /
FACE OF CURB C
EDGE OF PAVE Raleigh, N 27603
2
PAVEMENT Raleigh,
919 833 8818
1 Lo Fax: [phone]
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CONDITION 1: PEDESTRIAN PATH 0"+ 0"+ C"+ 10' WIDTH VARIES SEE STAKING PLAN 10'
ACCESSIBLE ACCESSIBLE SPACES
i� DOES NOT PASS io "+ 0"+ 0 + 6"+ S.
CONSULTANT
FILTER FABRIC IS TO BE USED O / UNDER OR AROUND
to FLUSH CJRB EDGE 0 PAVEMENT
PROFILE 0 SIGN
SECTION A-A N 1__� 6°-0" WIDTH VARIES 6'-0" 0"+ 6"+ 6"+ 0"+ 1/2"
La Z CONDITION 2: PEDESTRIAN PATH RESERVED SIDEWALK Structural ngiEngn eying,
RADIUS s" 1'-0" Stewart Engineering, Inc.
3" RADIUS 421 Fayetteville St., Suite 400
GOES BY, UNDER, FACE OF CURB RADIUS
2 SIDE ANGLE FOR LOW TAILWATER 1 5 SI AROUNDPARKING 0"+ 6„+ 6��+' O"+ cvRaleigh, NC 27601
111::5 SIDE ANGLE FOR HIGH TAILWATER
SIGN
o MUTCD R7-8 TOP OF JURB FLUSH CURB TOP OF CD + 6 + 6 + 6' + Tel: [phone]
0 Fax: [phone]
12"x26" CURB FLUSH CURB 1'-6"
F STANDARD 1'-6" CURB AND GUTTER Civil Engineering/ Landscape Architecture:
oµwB SLOP cuR6 Cole Jenest & Stone, p
a � r
EDGE OF 0"T
b �' ✓4 °�v 1„ PER FT. PAVEMENT 0„+ e, a
a
' ' ' ++ _ MAX MUM 119 East Hargett Street, Suite 300
NOTES: r ° N CURB TRANSITION AT ACCESIBLE RAMP N.T.S. 9B
Raleigh, NC 27601
1. SEE TABLE BELOW FOR RIPRAP SIZE, , II M z z CONCRETE SIDEWALK
LENGTH, WIDTH AND DEPTH OF APRON. 3 II O O PENALTY CONTINUOUS CONC. PAVING Tel
919 645 5964
F- �_ CURB ACROSS Fax: [phone]
� Jy 3 $250 BACK OF CURB CONTRACTION JOINT
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END O TRANSITION
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF O O
CULVERT HEHEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR U U TOP OF CURB NOTES: Plumbing Mechanical Electical & Fire Protection:
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE EYP, Inc
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED 2'-6" FLUSH CURB 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE 1'-6" CURB l O' 10' 420-1-A The Parkway
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE 't 0 CURB & GUTTER
& PAVEMENT 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. FINISH GRADE GUTTER
BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, Greer, SC 29650
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM LIP of GUTTER/EDGE CF PAVEMENT A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. Tel: [phone]
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND Fax:
ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING ' SLOPE ASPHALT AND EDGE OF PAVEMENT
/ ij ��/��; IN ABUTTING SIDEWALK.
CHANNEL SHALL NOT BE ALLOWED. GUTTER AT 0.6" PER 4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT SEALER. ���
FOOT ////////III S", CAN
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL ` O
BE PERMITTED. �// �` �� 0
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. IN 28 DAYS. Q� &
5'-0" 5'-0" 6. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ����`�;�5.• STD _ �OQ ��FESS/0**
��� l��y� ACCESSIBLE RAMPS. o�`PQRgr'•.� 9 ��
STRUCTURE PIPE DIA. Q10 UPST. W La DWSTR. W d50 dMAX Depth NCDOT CLASS '" u = Q r
P ,i ���� i� PLAN VIEW w SEAL :�" � -
FES-1 15" 1s.31 cFs 4.0' 10' 14' 4" s" 1z" A NOTE: 7. TOP 12" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED %R _J C-1361 C-�� -
FES-2 24" 25.7 cFs 6.0' to' 16' 4" s" 12' A TO 100% STANDARD PROCTOR DENSITY. :yo� CARo�2Q:`� `� ~ 5 `
1. TRANSITION TO BE ALONG BACK OF CURB. �� "' ����` '�� •.�tir;I N�F'� •.���
••S O
N.T.S. ���iiaai�Ut ODD..F• `` %%
GRAVEL AND RIP RAP APRON N.T.S. 15 ADA PARKING SIGN DETAIL N.T.S. 12 CURB TRANSITION FROM 2 6 TO 1 6>, N.T.S. 9A TRANSITION TO FLUSH CURB AT DROPOFF 6 CONCRETE CURB AND GUTTER N.T.S. 3 ,`
► 10/06/14
NOTES: LOW MODULUS SILICONE
1. BIKE RACKS SHALL BE 2-7 8" DIAMETER INVERTED 'U' NON 25% LARGER
BACKER JOINT SEALANT
6" SCH 40 GALVANIZED STEEL / ROD 25% LARGER THAN LOW MODULUS SILICONE
6" "BIKELOOP-ING" AS MANUFACTURED BY WEBCOAT, INC., JOINT SEALER JOINT WIDTH CONCRETE PAVING JOINT SEALANT
PIPE FILLED W/ CONCRETE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. CONCRETE PAVING
ROUNDED CONCRETE TOP II 1/8" RADIUS INSTALL
JOINT AND FILLER;
2. ALL RACKS TO HAVE BLACK MATTE FINISH. 1/2" JOINT AND FILLER;
1/8" TO 1/4" INSTALL FULL DEPTH OF INSTALL FULL DEPTH OF
3. ALL DIMENSIONS SHOWN ARE MINIMUM. CONCRETE CONCRETE
WALL OR
6'-0 2-7/8"" DIA. SCH. 40 4'-0" N RIGID OBJECT
`D w GALVANIZED STEEL PIPE
Q JOINT
rh w FI LLER
CD 11' 9" R, �4" 1/2" y a s d 1 REVIEW COMMENTS 06111114
,kk ROUND OR DIAMOND PLATE
FINISH GRADE
o TYP. PREFORMED JOINT FILLER DOWEL, SEE TABLE s ) rr 2 BID DOCUMENTS 07/02/14
GROOVE JOINT EXPANSION JOINT
m z
4" - 3500 PSI SLAB DOWEL DOWEL / 3 ADDENDUM 1 07/25/14
CONC. SLAB t/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) THICKNESS DIMENSIONS (IN) CENTER-TO-CENTER NON-ABSORBANT BACKER
O CORE DRILL 1" ago IN) SPACING (IN)
/ .•,�y 4s x, J LARGER THAN PROPOSED CURB AND GUTTER ( ROD 25% LARGER THAN 4 REVIEW COMMENTS 07/31/14
/, Q PIPE DIA. ROUND DIAMOND ROUND DIAMOND JOINT WIDTH
_N MIN. 1141 PER FT.
X 14 Y4 X 4-j X 4-1 12 18 PREFORMED JOINT FILLER 5 NCDENR EROSION CONTROL 10106114
- -J X /8 X 4- X 4-
10 7 - 8 1 16 3 12 18
SIDE VIEW 26 " 12 20 6 NCDENR STORMWATER 11114114
4 COMPACTED AGGREGATE BASE 1-} X 18 �'a X 4-� X 4-� TYPICAL EXPANSION JOINT
« 112"I.
'I -'I` PROPOSED 4" CONCRETE TYPICAL CONSTRUCTION JOINT
� (3000 PSI) EDGE OF SLAB
CONCRETE GENERAL NOTES NOTES:
io w 2'-9„
Q
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED LOW MODULUS SILICONE 1, THICKNESS OF SEALENT TO BE Yz OF JOINT WIDTH.
w IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED NON-ABSORBANT BACKER JOINT SEALANT
m ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' ROD 25% LARGER THAN ---A
12" O Q 2, JOINT FILLER STRIPS TO BE ASTM 1751 ASPHALT-SATURATED CELLULOSIC FIBER.
Z J INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT WIDTH CONCRETE PAVING
p cn JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 3, CONCRETE TO BE CURED 28 DAYS, DRY, AND JOINT BLOWN CLEAN OF ALL
� � � o DEBRIS WITH HIGH-PRESSURE AIR BEFORE INSTALLATION OF JOINT SEALANT # Revision Date
m 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI, IN 28 DAYS. o i
w MATERIAL.
ar 2'-9" TYP. O X Y4„ MIN. / 3/4" MAX.
1 „ OBJECTS, X COLD JOINTS.
NOTES: w 4• PROVIDE EXPANSION JOINTS AT INTERSECTIONS OF ALL STRUCTURES, FIXED SCO I D#. 07-07054-02J
Q � � 4. SEE PLAN FOR SIDEWALK WIDTH.
1. SEE PLAN FOR NUMBER OF POSTS TO BE USED. < 6'_0" n
5. SAW CUT JOINTS SHALL NOT EXCEED 15' X 15' GRID. THE GRID PATTERN
2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A SHALL BE UNIFORM THROUGHOUT THE PROPOSED PAVEMENT AREA. REFER TO
MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER.
WALL OR BUILDING FACE SITE PLAN FOR PROPOSED JOINT PATTERN.
PLAN VIEW TYPICAL SAW CUT CONTROL JOINT
BOLLARD DETAIL N.T.S. 14 INVERTED AU* RACK FOR BICYCLE PARKING N.T.S. 11 CONCRETE SIDEWALK N.T.S. 8 TYPICAL EXTERIOR CONCRETE JOINT DETAILS N.T.S.
S-O" MIN.
END OF ROADWAY MARKER CONTINUOUS X FLUSH CURB BACK OF WALK CONC. SIDEWALK BITUMINOUS CONCRETE
(ER-1, 24"x24", RED) PASSAGE PER DETAIL 8/C701 SURFACE COURSE-TYPE SF-9.5A
m TACK COAT Community S e ry i c e
r 5' m C - �- JOINT;nz
0) ACK OF CURB N BITUMINOUS CONCRETE
ER-1 1 EXP. JOINT A- A INTERMEDIATE COURSE-TYPE S-9.5A Learning Center #8
w
X io i `V \� FLUSH CURB LIGHT BROOM FINISH AGGREGATE BASE COURSE
PAVEMENT 6'-0" 4'-0" 6'-0" FACE OF CURB /��� \��\ FACE OF CURB o0 (COMPACTED 100% MODIFIED Brunswick
PLAN - PARALLEL RAMP WWF 6X6 W 1.4 X W 1.4 �, PROCTOR DENSITY)
m COMPACTED SUBGRADE
• 5' TRANSITION FROM 12:1 SLOPE 12:1 SLOPE CONCRETE 4000 PSI
4' WALK TO 5' WALK. , (TOP 12"0% COMPACTED East Carolina University
TO 100) STD PROCTOR
STREET BARRICADE 6' 6
° ALL WALKS MUST BE - - MATCH WIDTH OF - AGGREGATE BASE COURSE COMPACTED
/ DENSITY
School of Dental Medicine
WALK PER PLAN ,
3' END ROAD FILL RAMP. ELEVATION
PLAN COMPACTED SUBGRADE
COMPACT TOP 12" To 100%
Z 12:1� SLOPE1 12:1�SLOPE
1 j /, STD. PROCTOR DENSITY Brunswick County NC
SIGN LOCATION DETAIL SIDEWALK 3'-0" MIN. BACK OF WALK t t \
EXP. JOINT CONTINUOUS
T PASSAGE FLUSH ELEVATION DEPRESS CJRB AT WALK
�X CURB BACK OF CURB HEAVY DUTY BITUMINOUS CONCRETE N.T.S. 1B
CROSS -(-s. FACE OF CURB PERPENDICULAR RAMP
SECTION S ml C B` C `00 Z WITH CONTINUOUS WALK PERPENDICULAR TO CURB DATE:
OF POST 0710212014
0
(14 GAUGE) A - - A X XP. JOINT GENERAL NOTES NOTES BITUMINOUS CONCRETE SCALE: As indicated
SURFACE COURSE-TYPE SF-9.5A
0" 1.AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND CONSTRUCT ON ?. ALL CONCRETE TO BE 4000 PSI. TACK COAT EYP PROJECT NO.: 6013031.01
o x DIMIENSI O" 4'-0" 6 MENT SHALL CONFORM TO NCDOT STANDARDS. DUAL RAMPS SHALL BE REQUIRED y
o a DN5 AT EDGE OF PAS AT LOCATIONS SHOWN ON PLAN. 2. REFER TO DETAIL 2/C701 FOR
o III r m BITUMINOUS CONCRETE
POST o _"""" PLAN - DIAGONAL RAMP 2. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH. TYPICAL JOINT CONSTRUCTION. INTERMEDIATE COURSE-TYPE 5-9.5A
o _ f
o
o O Z 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT ,-
° � ADJACENT WALK ® 1/4" PER FOOT WALKWAY. - f AGGREGATE BASE COURSE
o w N 3-3/4" BACK OF CURB io (COMPACTED 100% MODIFIED
° I j 3-3/4" 1 4" PER FOOT 12 FACE OF CURB 4. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP AREA. PROCTOR DENSITY) DESIGNED BY: AWK
o �1
o a- g ' .. �• 5.THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOW LINE. COMPACTED SUBGRADE
(TOP 12" COMPACTED DRAWN BY:
° TO 100% STD PROCTOR
12:1
3'-0" 2•-0" -� SLOPE "A" ` ,� ` ' / r` DENSITY) CHECKED BY: RTF
BASE o SECTION X-X SLOPE "B" 1/4"/FT
(SLEEVE) o PARALLEL RAMP SLOPE "C" 1/2"/FT
WITH CONTINUOUS WALK PARALLEL To CURB
END OF ROAD MARKERS N.T.S. C13) ACCESSIBLE RAMP N.T.S. 7 CONCRETE PAVING AT DUMPSTER PAD N.T.S. 4 STANDARD DUTY BITUMINOUS CONCRETE N.T.S. 1A
SITE DETAILS C701

EYP Architecture &
Engineering, PC
811 West Hargett Street YP /
REDUCED PRESSURE PRINCIPLE ASSEMBLY Raleigh, NC 27603
EQUAL SPACING-
Tel: [phone]
BOTH DIRECTIONS Fax: [phone]
SHUT-OFF VALVE#1 SHUT-OFF VALVE#2
eypae.Com
REDUCED PRESSURE CONSULTANTS-
1/4 TURN FULL PORT PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF BRONZE BALL SHUT-OFF Structural Engineering:
( CHECK VALVE#1 VALVE #1 CHECK VALVE #2 VALVE #2 Stewart Engineering, Inc.
TEST COCK#1 ... CHECK VALVE#2 a CHECK VALVE #1
6 _._ ,,,, ;�� �._._.: 421 Fayetteville t., Suite 4
R Z OUTLET _ STRAINER
Raleigh, NC 27601
RESTRAINED JOINT /yy , J OPTIONAL
Tel: [phone]
ELECTRICAL OUTLE
Fax: [phone]
REMOVABLE INSULATED
i ` �� SUPPORTS MEETING ASSE CIVII Engineering/Ineerin 1 Landscape Architecture:
.� �� REMOVABLE INSULATED �7 E ) � � .„, ENCLOSURE ME g g p,: ,, . 1060 SPECIFICATIONS.AS
SE MEETING AaSE Cole Jenest & Stone, pa
CONCRETE SLAB TYP. INSULATED 1060 SPECIFICATIONS. ' ... 'yA ' 10
ENCLOSURE TO INCLUDE -1
_..
I, ) FIBERGLASS ENCLOSURE TO INCLUDE r{ DRAIN PORT(S). SEE DETAIL TEST COCK #1 LOWEST 119 East Hargett Street, Suite 300
FLOW-�
ENCLOSURE; DRAIN PORT(S).SEE DETAIL h DUCTILE IRON PIPE 15/C702 POINT Raleigh, NC 27601
NG
ENCLOSURE WALL SIZE AS 15/C702 I;I � ;: s, FOR MIN.OF 5'ON EACH z a OALRELIEF ORP1"KM MIN. GALOVANIZED SPPER TEEL Tel: [phone]
REQUIRED TO
~, ( END OF ASSEMBLY.
OUTLET PIPE FOR MIN. OF 5' ON
FIT BACKFLOW SUPPORTS- I RELIEF VALVE N ` Fax: [phone]
ANCHOR 12"MIN. o EACH END OF ASSEMBLY.
i PREVENTION j 30°MAX. OUTLET SLOPE AWAY
4' �� CONC. SLAB DEVICE
SLOPE GROUND a n a n FROM COVER,
Plumbing Mechanical Electical & Fire Protection:
AWAY FROM 9� a
a a .
COVER 1 , _.._ II TYP. EYP, Inc
I e I I I I,I I -- he Parkway
� �° 420 I A T
6" VLOWEST POINT OR I' Greer SC 29650
RELIEF VALVE OUTLET ? ( .7
SLEEVE REQUIRED--""' SUPPORT AND PAD
NOTES: (TYP.) � p, AS REQUIRED Tel [phone]
SUPPORT, PAD AND Fax:
1. PROVIDE 120V, GROUND FAULT PROTECTED, CIRCUIT TO BFP FOR UNIT HEATERS (REFER TO CONCRETE FOOTINGS
ELECTRICAL PLAN). MOUNT OUTLET 6• ABOVE DISCHARGE POINT OF RPZ UNITS. (I --
2. LEVEL SURFACE AROUND BFP 6" IN EACH DIRECTION BEYOND ENCLOSURE OUTSIDE DIMENSIONS.
3. POUR FULL CONCRETE PAD 4" THICK AROUND BFP, MIN. 6" IN EACH DIRECTION BEYOND RESTRAINED JOINT MIN.4"THICK ''�� �� `� ��`N C 4R�C���/��
ENCLOSURE INSIDE DIMENSIONS. CONCRETE PAD `,� Cj� & s�'� SS��'•••
REQUIRED NOTES: �`` ��''POR ZO'��0`r /�'1'•%
4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFICATIONS. NOTES: `` ? �9L q� \ y •;�
5. ENCLOSURE SHALL INCLUDE DRAIN PORTS FOR DISCHARGE WATER. 1. ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS WHICH ARE UL-LISTED FOR INSTALLATION IN WET LOCATIONS. W : SEAL
ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS WHICH ARE UL-LISTED FOR INSTALLTION IN WET LOCATIONS J ; C-1361 \
6. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SNATCHES AND TEMPERATURE-SENSING SWITCH 2. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES CONNECTED TO ALARM CONTROL PANEL SEE SHEET E400. p 10 C-103 2� � � 5
CONNECTED TO ALARM CONTROL PANEL (SEE ELECTRICAL PLAN). 3. FOR FIRE LINE INSTALLATIONS, PROVIDE TEMPERATURE-SENSING SWITCH CONNECTED TO ALARM CONTROL PANEL. SEE SHEET E400. v .PryCARo�; ��
TYPICAL BFP ENCLOSURE INSTALLATION N.T.S. 15 6" REDUCED PRESSURE PRINCIPLE ASSEMBLY N.T.S. 9 1.5" AND 2.5" REDUCED PRESSURE PRINCIPLE ASSEMBLY N.T.S. 3 ""'�"'''' °0p,,,;; 14
/06/
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR BUILDING
TO INSTALLATION. FACE CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT CAST IRON FRAME WITH BOLTED CONC. PAD TO BE FORMED
THE DIRECTION OF THE ENGINEER. 3"X4" OR THREADED, SOLID LID SET AROUND CLEANOUT FRAME.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. DOWNSPOUT FLUSH IN A CONCRETE BORDER. 4„
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
DEWATERING OUTLET BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). SEAL AROUND
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT JOINT
DIRT BAG FILTER ROADS. CAST-IRON
PUMP HOOD DOWNSPOUT
-�- � 0 1 REVIEW COMMENTS 06/11/14
F�OIy , EXCAVATE TO GRATE ADAPTER ❑❑' .o❑ 2 BID DO
CUMENTS 07102114
INTAKE PIPE TO PUMP
CREATE BASIN I '
0
1" REBAR FOR GRATE CLEANOUT
-- BAG REMOVAL EXPANSION 3 ADDENDUM 1 07/25/14
FROM INLET
CLEANOUT RISER WITH
55 GALLON DRUM ' RESTRAINT 4 REVIEW COMMENTS 07131114
FLOW THREADED PLUG
DEFLECTOR 1-3/8"
". `�O l % /j��' FINISHED GRADE
/` / � `< INSTALL SILT FENCE
/ r \ SILT FENCE AROUND INSIDE of � 5 NCDENR EROSION CONTROL 10/06/14
AROUND DRUM
��� DRUM
ZTEMPORARY
6 NCDENR STORMWATER 11/14/14
;� WATER LEVEL SEDIMENT
PLAN
r / / 1'
STORAGE
7
y TYP. 1
FILTER BAG I
W
o 0 0 ' Z 2 "�`� DUMP LOOPS
° ° WYE FITTING
*r ° -- i / LATERAL DRAIN LINE
90' BEND SIZE AND SLOPE PER PLAN
CATCH BASIN---' # Revision Date
3/4" HOLES FLOW
OUTLET \
#5 WASHED STONE `HEADER PIPE �4" PVC
BELOW DRUM SIZE PER PLAN SCO I D#: 07-07054-02J
CONCRETE OR CONCRETE BLOCK
INSTALLATION SECTION
DELUXE FILTER SUMP TO PUMP AND DIRT BAG FILTER N.T.S. 11 CATCH BASIN INLET PROTECTION N.T.S. 8 ROOF DRAIN DETAIL W/ CLEANOUT N.T.S. 5 TYPICAL CLEANOUT N.T.S. 2 '' .
2'-0" MIN. Z
10' MAX.
SPILLWAY SLOPE TRENCH SIDES SLOPE TRENCH SIDES
50' MIN. TOP STRAND MIN.
-L� #12-1/2 GUAGE Community Service
CREST PER OSHA REQUIREMENTS
PE HA U PUBLIC STREET z #10 GUAGE i STAY WIRES MIN. ■
# 5 WASHED STONE EXISTING �'
\ IIII III
RIP RAPS IIII_ IIII IIII IIII IIII IIII GROUND ..__.....
Ij I�i „1I, � 9 , I� try I 13 �U
r ;
W
■
"Al", _ - ....._ r Learning Center #8
_ a
e f SE FILLECL SOIL STABILIZATION FABRIC �� --,- �+
r
STEEL T POSTS (MIN 5' LENGTH) 2'-0" IN GROUND
FLOW 12„ 12„ UNDER #5 WASHED STONE Z ■
- Brunswick
_ _ un
50' MIN.
SELECT
INITIAL - =----
_._
y,. ,. � BACKFILL _ / !/ / �' /-;
i� 19 GUAGE HARDWARE �
y.
�iCLO d " ' ' y w East Carolina University
y,. ,..,;
'°j�`=,� • � � � - �� O O WITH } INCH MESH OPENING ,��. k '„ e "� � BOTTOM STRAND MIN. #10 GUAGE School of Dental Medicine
__.__ SECURED TO STEEL POSTS Z (n i
s MIN 4" HAUNCHING � � '
SECTION A-A BEDDING _ _ BOTOM' AlLLO 2NFLAP of
U
_ BEDDING
REQUIRED IF _ NAR�E�MESH UNDER THE 07 Brunswick County N C
W (SPILLWAY) IIII-IIII IIII-IIII TRENCHING I I -IIII-IIII-IIII ' i ..
IN 2/3 STREAM WIDTH - - IN ROCK
IIII- IIII-
,. .,.±,.. "..,�s,/„ - ,.,Lea 'R.c... f'0•'
D+4' MAX STEEL OR WOOD POST
1' MIN. BELOW LOWEST RIGID PIPE FLEXIBLE PIPE $
BANK LEVEL (MIN) INCLUDES REINFORCED CONCRETE: INCLUDES CORRUGATED METEL, HOPE, -�� a � NOTES: WOVEN FILTER FABRIC
0 1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED STONE OR RAIL ROAD BALLAST SHALL
f1 AND DUCTILE IRON PIPE AND PVC PIPE O __ BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A NOTES: GROUND LINE o
_ I DATE: 0710212014
GENERAL NOTES o O - PUBLIC STREET. ; _ FILL SLOPE
/ � 2. FILTER FABRIC OR COMPACTED CRUSHER' RUN STONE MAY BE USED AS A BASE FOR THE 1. WIRE SHALL BE A MINIMUM OF 32" IN N SCALE: As indicated
RIP RAP 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. SELECT BACKFILL NOT UNDER PAVED AREAS -� Of $° o o WIDTH AND SHALL HAVE A MINIMUM OF I
CONSTRUCTION ENTRANCE.
SECTION B-B HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS IV-A COMPACTED TO 95% ��&�� O o, _ 6 LINE WIRES W/12" STAY SPACING. 6" "' EYP PROJECT NO.: 6013031.01
GENERAL NOTES: FLOW #5 WASHED STONE THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR > MIN.
COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE :.. FILTER FABRIC SHALL BE A MINIMUM OF
WITH ASTM D 2321-LATEST EDITION. �� FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
1. RIPRAP SHALL BE NCDOT CLASS B. A 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE PERIODIC TOP DRESSING NTH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR 36" IN WIDTH AND SHALL BE FASTENED - �
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN CLEAN GRAVEL {NCDOT s ADEQUATELY TO THE WIRE. 0-
CLEAN CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
I-A OR CLASS 1-8 OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE �p
2. LOCATE CHECK DAMS AS INDICATED ON PLAN. 95% PROCTOR. WITH ASTM D 698. CLASS III AND IV-A OR �57 STONE) ON A 2:1 �i. STEEL POST SHALL BE 5'-0" IN HEIGHT a_ I
SLOPE NATH A HEIGHT OF 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE �� wN
MATERIALS SHALL BE COMPACTED NEAR 16' AROUND THE WIRE. LLJ
AND BE OF SELF FASTENER ANGLE I
3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT. SMOOTH TO AN EVEN GRADE REMOVED IMMEDIATELY. STEEL TYPE. j''T '
§ � WORKED BY HAND, OR CLASS I-B OR CLASS II
B B NOTES _ y; DESIGNED BY: AWK
rn W{r COMPACTED TO 95% STANDARD PROCTOR. 9. FREE SALVAGED
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ORGANICS VANDNROCKSSHALL BE 1. INSPECT INELTS WEEKLY AND AFTER EACH 5 ENTERINGPAOPUBLIC STREET. WHEN WASHIINGAISEREQUIRED REMOVE
SHALLSEDIMENT
DONE INTO
AREA
4. WOOD POSTS SHALL BE A MINIMUM OF 6' IN .
4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3". SIGNIFICANT INCH OR GREATER HEIGHT AND 3" OR MORE IN DIAMETER. WIRE DRAWN BY:
CAN BE CLASS III COMPACTED To 90% ( ) STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, RAINFALL EVENT. FABRIC SHALL BE FASTENED TO WOODEN CHECKED BY: RTF
-... -, SHORED, SHEETED, BRACED, OR OTHERWISE 2• CLEAR THE CNE WIRE OF DEBRIS
3. REPLACE STON. AS NEEDED
€ I / 5. SELECT BACKFILL SHALL BE CLASS I, 11, OR SUPPORTED IN COMPLIANCE WITH OSHA POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG.
•• '"" III COMPACTED TO 95% STANDARD PROCTOR REGULATIONS AND LOCAL ORDINANCES. /
WITH TOP 24" COMPACTED TO 100% ANCHOR FILTER FABRIC SKIRT
STANDARD PROCTOR.
AJ PLAN
TEMPORARY ROCK CHECK DAM N.T.S. 13 TRENCH DETAIL N.T.S. 10 HARDWARE CLOTH AND GRAVEL INLET PROTECTION N.T.S. 7 STABILIZED CONSTRUCTION ENTRANCE N.T.S. 4 TEMPORARY SILT FENCE N.T.S. 1
SITE DETAILS C702

EYP Architecture &
Engineering, PC
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- _ 811 West Hargett Street
BLOCKING DIMENSIONS 4„ SQ. Raleigh, NC 27603
PIPE SIZE
Tel: [phone]
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Fax: [phone]
UP TO10" 4' - G" 2' - 6" 1• - 6"
FIELD ADJUSTMENT INSTRUCTION
t2" To t6" 5' - o" 4' - 0" 2• - 0" yP
12" To 16 G" 3' - 0"a' - 0" 6' - ARM ASSEMBLY ° e ae.com
° 1 . REMOVE THE BODY FROM THE° TOP OF THE INDICATOR POST 6,> DIA. ODY 1" SQUARE MAX.=10" CONSULTANTS:
ASSEMBLY. EXTENSION 91, MIN.=7" Structural Engineering:
UNDISTURBED SOIL GRADE o°o SHUT
III A BACKFILL -III "C" ENCLOSURE Stewart Engineering, Inc.
III 2. CUT THE REQUIRED LENGTH OF
CONC. BLOCKING 421 Fayetteville St. Suite 400
I = = THE BOTTOM OF THE STAN PIPE po Y
11 FOR THE GROUND LINE TO ATCH 36 o Raleigh, NC 27601
II •, . I II I II II B WATER ENTRY UNIT STANDPIPE Tel: [phone]
-IITll� �' III-I PERSPECTIVE VIEW UP WITH THE STANDPIPE GROUND
LINE MARK. 30 (PAINTED RED) Fax: [phone]
Li -III III I�UNDISTURBED
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SOIL PVC VENT SCHEDULE 4o Cole J nest &Stone, pa p
PVC ELBOW PIPE
PLAN - BEND SECTION - PLUG PVC END CAP PVC PIPE DISTANCE OF 9" ABOVE THE TOP
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
NOTES:
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119 East Hargett Street, Suite 300
1. 2500 EL SEE WATER SURFACE 4. SET THE "OPEN" AND "SHU "
Raleigh, NC 27601
2. REMOVE LOOSE EARTH AND POUR AGAINST UNDISTURBED SOIL Tel: [phone]
3. BACKFILL TO EXISTING/FINISH GRADE AFTER CONCRETE o0 00 TARGETS FOR THE APPROPRIATE
HAS CURED FOR 24 HOURS. o00 000 PVC END CAP VALVE SIZE. Fax: [phone]
4. CONCRETE SHALL NOT COVER FLANGES, BOLTS, MEGA-LUGS, RODS, ETC.
GRADE SCHEDULE 40
A ��UNDISTURBED 01 _ PVC PIPE 3.0" PVC PIPE 5. REATTACH THE BODY TO THE Plumbing Mechanical Electical & Fire Protection:
-III III III III-fII=� BACKFILL I II 1/2" HOLES IN
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-III- Greer, SC 29650
FLEXIBLE 42" MIN. Tel: [phone]
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VALVE Fax:
UNDISTURBED SOIL
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r84=0.03 I
2
840.03,
F4 fl-10 •RIU-R HAS V.28 QAIC YA" OF COPMEn PER FOOT HEMW
8"O�.021
840.02
rr
0/000 1
PLANT SPACING DETAIL N.T.S.
FRAMES, GRATES, AND HOOD N.T.S.
CONCRETE CATCH BASIN N.T.S.
NOTES
swu a CUM ­ FV% C AND. qw,
LMSE Ck.ASS 'S' OMMIrt THIM"Wl-
SET ROOT COLLAR
AT SLOPE LINE
1 RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS USED
(GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED).
r"No.- X FROVIPE, NA CATQI WINE We" W-6" 10 OWTH WITH 5TI�,FS 12"
ON CENT01. USE StVPS WHICH ammy Wtiv sm. mumme a4o.jt$,
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12 MILMM AS D14eMO BY rAE MO ffl�gt.
y t
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2. REMOVE WIRE OR NYLON TWINE FROM BALL.
Z USE, FOM FOR TK. CONSTPUCrION (W THE WITTM SUS�
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NOTE:
3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
�t F
<
SHRUB SHALL BEAR SAME RELATIOa�� i : �.� w
(ADJACENT UPHILL GRADE).
__ _ r �:�REIWOMA-13
� �� _ fmm �I�T��.
C5 F
I.- C)
4
TO FINISHED GRADE AS IT BORE /<
TO PREVIOUS GRADE EXCEPT IN 0/
. ....
AREAS OF COMPACIETID FILL , </
4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION.
a''O- IN 1w-f OR LESS USE is" UNLLS JARD BOTTOM aL4B- Wf_4
16 is; a- 'IN Hkmir USE a" WALLS
a 0a AM SUrtOk ALO&_ AW140,
> 4-j 3.
fo , COWPOCT WITH PIPE CROONS MTCMIMG-
PW CHANSFIT ALL FAME0 OWNERS t',
U_
C?
Brunswick
0."
SHRUB TO BE PLANTED 4" " � X­
ABOVE FINISHED GRADE.
5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE
X
SEcTXD#_X r"
East Carolina University
OF TREE.
Y
THIN BRANCHES AND FOLIAGE ........... 111MI., . ....... .
1/3
School of Dental Medicine
(NOT ALL END TIPS) BY
x"
RETAINING NORMAL PLANT N V,
6. PLACE TWO(2) WOOD STAKES PARALLEL TO STREET.
rdrk,? ZATE*"N11?01d0110 Sim ars- No-STEPS $TV. 840,"
SHAPE. THINNING NOT SLOPES
7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
Brunswick County NC
REQUIRED ON EVERGREENS
8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. 1 4" POLY ROPE OR
3/4" NYLON STRAP RUBBER HOSE
-
M
z
4-
U.
9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND
Z I., . ............
FINISH GRADE
MULTI -STEM TREES. 4" LAYER OF MULCH
(NO MORE THAN 4-
TOP OF ROOT BALL TO
10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. TOUCHING TRUNK)
M SECTION Y-Y
W
to
ABOVE FINISH GRADE
-4
CL
DATE:
4" MULCH THROUGHOUT
BE 2"
. . . . .......... . ... ... . .....
07/02/2014
PLANTING BED
4" HIGH WATER BERM
11"X2"X18" WOOD STAKE
SCALE: As indicated
REMOVE BURLAP FROM
WITH CENTERED 31e� H� COMPACT FILL TO
0 > = ....... ... . ...... i
-4 0 j
EYP PROJECT NO.: 6013031.01
TOP 1/3 OF BALL. REMO /E
BE BENCHED IN
REMOVE TOP 1/3 OF BURLAP,
............ ...........
t3 SECTION J-j 1L
z
Uj a:
CONTAINERIZED PLANTS FROM
THEIR CONTAINERS
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY AND ANY NAILS/PINS, ETC.
"SHADE
"RF'_3O"T0 U, PIPE ta 0A'a
0_4 9fr, NOTE
_0 to
LU t
MOUND TOPSOIL 4"
STOCK (ANSI, 1990, PART 1, AND FLOWERING TREES-) 2 MAX SLOPE
REMOVE TOP 2/3 OF WIRE
1
*WW 4r TO 54' PIPE tS UM
M > z *aA Sol, to w, pt" n uavo,
(a 0 STUR KT�
29
TO FORM SAUCER '7
KEEP SAUCER LEVEL
BASKET WHERE PRESENT
FOR HEIGHT MAX. MIN. ROOT MIN. ROOT PLANTING MIX
EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. BALL DEPTH UNDISTURBED SOIL LINE (AS SPECIFIED)
1-4
0,
40
Uj
DESIGNED BY: AWK
(IF SOIL HAS BEE PREVIOUSLY
7­,
PLANTING MIXTURE
2" 12'- 14' 16, 24" 16" DISTURBED, FIRM SOIL UNDER
DRAWN BY:
AS SPECIFIED . ..... . ......... . .
ROOT BALL)
3" 14'-16' 18' 32" 21
WNERE� 42" TO 44" PS" IS USIO
AL
CHECKED BY: RTF
..........
SCARIFY TO 12" DEPTH V�
. ... .......
DETAIL SUM NO AMTROD
0 A a NA'Wit-STNUMM
PLO PLAN
SWET I of 2
. . . . . . .. . . . . . . ........ . .
6" 20" 6" 8"
8" le If
840.02
-
840.02
EL GROUND
48"
SHRUB PLANTING DETAIL N.T.S. 13 TREE PLANTING DETAIL N.T.S. 7 CONCRETE CATCH BASIN N.T.S.
SCALE: 1"=30' N
SITE DETAILS
C 7 04
0 15 30 60

EYP Architecture &
Engineering, PC
811 West Hargett Street YP /
NOTES: Raleigh, NC 27603
NOTES: Tel: [phone]
1. A MINIMUM OF 6" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE 1. REFER TO SHEET C601 FOR PLANTING REQUIREMENTS.
ALLOWED FOR WASHED STONE. AN APPROVED FILTER FABRIC SHALL BE PLACED Fax: [phone]
AROUND STONE AND OVERLAPPED 8" AT TOP. PIPE TO BE SCHEDULE 20 OR 40 2. 4-6 INCH LAYER OF AMENDED TOPSOIL IS REQUIRED IN ALL PLANTING AREAS. BERM CONSTRUCTION SHALL
PERFORATED PVC EXCEPT AS NOTED BELOW. 3. FOR TEMPORARY SEDIMENT BASIN, CONNECT SKIMMER OUTLET TO ORIFICE eypae.com
LINING PER SCHEDULE OUTLET CONSIST OF SELECT FILL HAVING A
2. OUTLET PIPE FROM SUBDRAIN SHALL BE NON-PERFORATED UNDER PAVEMENT 6" MIN. C 3:1 SLOPE ABOVE UNIFIED SOIL CLASSIFICATION OF CL
(INCLUDING SIDEWALKS AND DRIVEWAYS). FREEBOARD PERMANENT POOL � CONSULTANTS:
3. THE OUTLET PIPES SHALL BE SCHEDULE 80 UNDER ROADWAYS. SEE SITE PLAN FOR ELEVATION, TYP. I I
SLOPE OF SUBDRAIN AND TIE IN TO STORM DRAINAGE. MIN. TOP WIDTH, W �- TOP OF BERM Structural Engineering:
4. FILTER FABRIC SHALL BE AN APPROVED, TYPE 2 WATER PERMEABLE, SYNTHETIC
50 YEAR LEVEL = 35.45 ELEVATION = 36.0 Stewart Engineering, Inc.
FABRIC. � __ �'� �„
5. ALL SUBDRAINS WILL TIE INTO A STANDARD DRAINAGE STRUCTURE OR DAYLIGHT TO _ 10 YEAR LEVEL = 34.93 `Aw. 421 Fayetteville St., Suite 400
THE SURFACE AS SHOWN ON PLAN. - Raleigh, NC 27601
1 1 WQ LEVEL = 33.83 PERMANENT Tel: [phone]
ZR =
POOL L V Fax: [phone]
ZL SEASONAL HIGH - - -33.0
WATER TABLE
-,...: Civil Engineering/ Landscape Architecture.
ELEV. 33.00f
Cole Jenest &Stone, pa
BACKFILL �- N �����- 119 East Hargett Street, Suite 300
FOREBAY OUTF LL Raleigh, NC 27601
�M,.
9
as.1 � � . 4' PIPE A Tel: [phone]
FABRIC SHALL BOTTOM WIDTH, B WETLANDS
HIGH MARSH = Fax: [phone]
Z HAVE 8 LAP BASE OF FOREBAY ELEV. 33.83 - 33.0 INSTALL CAP W/
' = ELEV. 29.0, TYP. LOW MARSH =
SECTION LOOKING UPSTREAM 1.5" TAP FOR 1.5" PVC CUT OFF TRENCH PlumbingMechanical Electical & Fire Protection:
ELEV. 33.0 - 32.5
BASE OF DEEP POOL INLET; TURN DOWNWA
EYP, Inc
Lj
#57 WASHED STONE �������
r 6" THREADED PLUG = ELEV. 30.0, TYP. PIPE TO PLACE INLET
MIN. STRUCTURE MIN. 6" BELOW 420-I-A The Parkway
6 BOTTOM DEPTH OF MIN. TOP LINING PERMANENT POOL Greer, SC 29650
PERFORATED LONG. SLOPE WIDTH B SIDE SLOPE LINING, D WIDTH, W THICKNESS, TEMPORARY POOL
PVC PIPE DITCH (FT/FT) (FT) ZL ZR (FT) (FT) LINING TYPE T (IN) Tel: [phone]
* 6" D.I. TEE FITTING PROFILE
A PER PLAN 3 3 3 1.5 12 North American Green SC150 - Fax:
� 4 4" TYP. PERMANENT POOL K7 NOT TO SCALE
LI N.O.
B PER PLAN 3 3 3 1 9 North American Green SC150 =
NCDOT
TYPE 2 6>, c° ill, III!!II&j.� ��� N C 4/�O��i��
� � `1111 IIIII
FILTER ,,�II S� & .S WN-0 ��0�� •,.........,•• ��ii
FABRIC =' ••.
f , r 6" CAP WITH oRPORq�T���` `���'a�oFESS�p�'y•�
sm 1.5" WATER QUALITY ORIFICE
W SEAL
WATER QUALITY ORIFICE DETAIL ? J ' C-10', Q �25
0 �P�/CAR�fi'• `� is-�1 `�
SUBDRAIN DETAIL N.T.S. 12 TYPICAL DITCH SECTION N.T.S. 9 WETLAND SECTION N.T.S. °°°,,,
10/O6/14
2.0'(TYP) 5"(TYP) STANDARD STRUCTURE 2'X2' HINGED ACCESS
5"x5%3/8" STEPS 0 15" O.C. HATCH OVER STEPS;
��S.S. ANGLE PROVIDE HASP FOR
LOCKING
) LET ORIFICE
TEE-TYPE CONFIGURATION
13 ��6"S.S. ANCHOR CHECK VALVE, WILKINS MODEL 700,
BOLT EPDXYEO #UFMXIM-700, MANUFACTURED BY ZURN,
IN PLACE OR APPROVED EQUAL
in I OORRTEE SADDLE DOUBLE METER BOX
CORPORATION STOP
24" RCP 3' 1 REVIEW COMMENTS 06111114
OUTLET PIPE FABRICATED 1" CTS{HDPE)
ALUMINUM PEAKED SDR ) 200 PSI 2 BID DOCUMENTS 07102114
SS ANGLE CLIPS ROOF TRASH RACK (�'')
(TYP OF 12) SECURELY BOLTED **NOTE:
TO TOP OF -" MIP BACKFLOW PROTECTION DEVICE IS
Q ANCHOR DETAIL PLAN STRUCTURE TOP VIEW W/ TRASH RACK OUTLETS, REQUIRED ON ALL IRRIGATION WATER 3 ADDENDUM 1 07/25/14
FABRICATED ALUMINUM TYP
PEAKED ROOF TRASH z METERS AND ON ALL
RACK SECURELY BOLTED COMMERCIALANDUSTRIAL WATER METERS
TO TOP OF STRUCTURE 1" SAND ERVICE LINE FOR
ELEV 34.75 --- ELEV 34.75 2 SERVICE MNEEFOR
4 REVIEW COMMENTS 07/31/14
3, (3) 2.0' WEIRS, INV= 33.83 3 t.5" AND 2" METERS
RECAST 4'X4' (INSTALLED ON THREE OF THE FOUR SIDES, 5 NCDENR EROSION CONTROL 10/06/14
CONIC. BOX o NOT ON THE SAME SIDE AS ORIFICE) GENERAL NOTES Lld TEE BRANCH, FIP INLET, ACCEPTABLE DOUBLE METER BOXES
SUPPLIED WITH FORD 6 NCDENR STORMWATER 11114114
1. PRECAST STRUCTURES SHALL g
DG118-243-LUD BOX FORD DG 118-243-LLID
o CONFORM TO LATEST ASTM INLET BALL VALVES, TYP
2' 0.75' MIN. C-913 SPEC FOR "REINFORCED NOTES: WITH LID III RT-IOXI3UD
D.I. TEE FITTING W/ CONCRETE WATER AND WASTE 1. CONNECTION BETWEEN 1" CTS SERVICE LINE AND "OR APPROVED EQUAL
o THREADED PLUG AT WATER STRUCTURES."
TOP OPENING YOKE BOX TO BE MADE USING A 1" BRASS 1. OR APPROVED EQUAL - MUST
6" TEE-TYPE CONFIGURATION UNION.
ELEV 33.0 Q SEE DETAIL 3 THIS SHEET 2. SECTION JOINTS TO BE SEALED ACCOMMODATE TWO (2) SENSUS
INV=DETAIL
PERMANENT WITH BUTYL RUBBER SEALANT WATER METERS WITH AMR/AMI
3' POOL l� SUPPLIED BY VENDOR AND 2. LID TO BE NON LOCKING TYPE
1.5 ORIFICE DRILLED INTO INSTALLED 13Y CONTRACTOR.
0 6" CAP INV= 32.50 PLAN VIEW FOR WATER/IRRIGATION SPLIT SERVICE
d 3. EXTERIOR OF JOINTS TO BE (WATER/IRRIGATION SERVICES INSTALLED CONCURRENTLY)
SEE ANCHOR DETAIL U o WRAPPED WITH 6" BUTYL
� WRAP. # Revision Date
#5 BARS N 4. CONTRACTOR TO ENSURE THAT
® 12" O.0 E.W. OUTLET BOX IS SET LEVEL AND AS NEEDED
WYE
FLUSH WITH SURFACE OF BASE 1" SERVICE LINE, TYP
FOOTING TO' o• ; ... : .. •v UNIFORM
� ' : .. ►.►t: :... BEARING. GROUT IF OVID NECESSARY. Oil
._
SCO ID#: 07-07054-02J
r • ELEV 98.0 r "� • D" BOTTOM POND 5, ALL ORIFICE OPENINGS AND PIPE 0
6.5' �L 6.5' OPENINGS INTO THE OUTLET
SEE ANCHOR DETAIL STRUCTURE SHALL BE SEALED
LEAK TIGHT. 5' TYP
1" SERVICE LINE, TYP
J•-1• ACCEPTABLE SINGLE METER BOXES
0
oi� FORD LYLV-141-243 TP
STORMWATER BMP POND OUTLET STRUCTURE N.T.S. 8 McUELLER 776-208-PC2G437
WYE PLAN VIEW FOR WATER/IRRIGATION SPLIT SERVICE MUEUER H-1462-K
(IRRIGATION SERVICE INSTALLED AFTER MAIN METER) • OR APPROVED EQUAL
1. OR APPROVED EQUAL- MUST "
ACCOMMODATE SENSUS WATER
METER WITH AMR/AMI
2. LID TO BE NON LOOKING TYPE Community S e ry i c e
5' SQUARE EASEMENT
w
FIRST BAFFLE IS TO BE FABRIC FOLDED Learning Center #8
CONSTRUCTED OF RIP RAP OVER HORIZONTAL 3
AND I5 WASHED STONE POST
WITHIN MINIMUM HEIGHT OF VARIES - SEE PLAN
3' AND TOP WIDTH OF 2' NOTES: HORIZONTAL POST I Brunswick
1. DRIVE STEEL FENCE POST AT LEAST 24" FENCE AND FABRIC
INTO SOUD GROUND. BURIED IN TRENCH o CENTERLINE OF WATERLINE
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH East Carolina University
COIR MESH BAFFLE (TYP.) y� FABRIC TO "HOG WIRE." 6"x6" TRENCH, CAST IRON METER
O 4. BAFFLE SPACED AS PER APPROVED PLAN. BACKFILLED AND a O I BOX WITH DUAL
F� 5. BAFFLE WALL BE COIR MESH OR SIMILAR, COMPACTED w d CHECK VALVE
STAPLED OR TRENCHED INTO BOTTOM OF z < � School of Dental Medicine
SEDIMENT PIT SIDE. w a
SECTION AT OPENING ''II''
co
SERVICE LINE CONNECTION Brunswick County N C
EARTH BERM 5 �I 1 O CURB BY OTHERS
STOP, TYP
N WATER METER-SENSUS AMR/AMI, PER SPECS, OR
APPROVED BY BRUNSWICK COUNTY ENGINEERING &
q' n UTILITIES DEPARTMENT
3
CRUSHED STONE
ASINEEDED (SEEON WYE
WYEE BLOCK SUPPORT OR
INLET ZONE WATER MAIN CORP. STOP
� SURFACE AREA BETWEEEN POSTS TOP OF BAFFLE SHOULD BE PLAN VIEW} STONE AS NEEDED DATE: 07/02/2014
FIRST CHAMBER 6' HIGHER THAN THE BOTTOM SERVICE SADDLE 1" CTS POLY TUBING
2!IX OF SURFACE AREA OF THE SPILLWAY
w, 200 PSI SDR 9 SERVICE LINE SCALE: As indicated
SECOND CHAMBER
25X OF SURFACE AREA
NOTE:
EYP PROJECT NO.: 6013031.01
1) CONTRACTOR SHALL PLACE METER BOX IN NON-TRAFFIC AREA AT
OUTLET ZONE LOCATION SPECIFIED BY BRUNSWICK COUNTY ENGINEERING DEPARTMENT.
15X OF SURFACE AREA
2) METERS SHALL BE SET BY CONTRACTOR
3 METER BOXES SHALL BE CST IRON WITH DUAL H} A CHECK VALVES.
4 1 2" D 2" METERS) 1 / AND ME RS WILL REQUIRE 2' CTS POLY TUBING.
11 2" AND2" M REQUIRE 5 METERS WILL E UI E A METER BOX
LL Q E 0 SIZED ADEQUATELY
PERSPECTIVE VIEW =
TO HOUSE A 1 1 2" OR 2" SENSUS METER.
BOT
TOM OF BAFFLE IN /
DESIGNED
HOG WIRE ATTACHED TRENCH AND TRENCH
S GNED BY: AWK
TO POSTS WITH FILLED WITH SOIL
HORIZONTAL METAL POST
LENGTHS OF WIRE WIRED SECURELY TO COMPACTED DRAWN BY:
VERTICAL POSTS 3/4" - 2" STANDARD WATER TAP
BAFFLE INSTALLATION - STEP 1 BAFFLE INSTALLATION - STEP 2
INSTALLATION DETAIL W-7 CHECKED BY: RTF
BAFFLE INSTALLATION N.T.S. 7 STANDARD WATER TAP INSTALLATION DETAIL N.T.S. 1
SCALE: 1" = 30'
N SITE DETAILS C705
0 15 30 60

EYP Architecture &
Engineering, PC
811 West Hargett Street YP /
Raleigh, NC 27603
L=2.84 Tel: [phone]
R=32.67 —� Fax: [phone]
=10• eypae.com
L=0.30
L=6.56 R=1.00 CONSULTANTS:
R=4.00
15.69
Structural Engineering:
s.3o k 90 Stewart Engineering, Inc.
/ ii
59"W k k N 7"50 N?1. 421 Fayetteville St., Suite 400
738 k X 52.3 ,�"a� > '
R=25.00 N, Raleigh, NC 27601
X Tel [phone]
X k k k L's2 1 X k tQ ;f y,�gyp , ,� �/ "
M M k k k k x k Jk k Fax: [phone]
,� , , Civil Engineering/ Landscape Architecture:
k k c
d k X k k X k �. k „� f y8,., ✓t'��a,°"
Cole Jenest &Stone, pa
k X k k X \^
119 East Hargett Street, Suite 300
13 10"W k \
7.27' Raleigh, NC 27601
S 9 6 48"W k k k x k k x X X X X k X X � � s k Tel: [phone]
6.81' k k k k k k k X k k k k x k " k x � ..`` ;` Fax: [phone]
k k
.62 404
F C k k X k k k k k k k kkk Plumbing Mechanical Electical & Fire Protection:X
4. 0 k k k
X k k k k kk EYP, Inc
X k k k �'%1��;��°3 „� �
420-1-A The Parkway
(\ •'� X k Greer, SC 29650
3.52
5'14'21"E Tel: [phone]
° � k
L=48.04 Fax:
R=25.00CARO
_�/
SIB
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/ `����c'F,`?�• &.STD p .. F ES S i o C
J SEAL F: C� _ ' �C_^ X
p :Zoe c-1o3 ;z _ 5
v TNCA9
vk
WETLAND POND - GEOMETRY AT PERMANENT POOL 1" - 20' 3 '''�•...aidU o00 •F•�
'filli1111%%% 10/06/14
Z.5 x 4 FI E
DEPARTMENT CONNECTION;
ORIENT TO FACE DRIVEWAY
FINISH GRADE TO SLOPE u'
AWAY FROM COVER rn
z
MANHOLE ACCESS
0
N
D 1 REVIEW COMMENTS 06111114
2 BID DOCUMENTS 07102114
3 ADDENDUM 1 07125114
PROVIDE SWING CHECK VALVE 4 REVIEW COMMENTS 07131114
WITH INTEGRAL BALL CHECK DRAIN
5 NCDENR EROSION CONTROL 10106114
STEPS @ 12" O.C.
CENTERED UNDER MH '-' PRECAST CONCRETE VAULT Q 6 NCDENR STORMWATER 11114114
ACCESS APPROXIMATE INSIDE DIMENSION
SW x 5'L x 4'D TO ACCOMODATE
EQUIPMENT. CONTRACTOR TO
SUBMIT SHOP DRAWINGS FOR APPROVAL
FLOWT 0 ;EB3LDG
0
# Revision Date
I
CONCRETE SUPPORT SCO I D#• 07-07054-02J
BLOCKING AS REQUIRED
6" IN—LINE CHECK VALVE SUMP DRAIN
MIN 1 CF GRAVEL AT SUMP
PRECAST CONCRETE VAULT FOR FDC N.T.S. 2 y,
BAFFLE 110000
,r ,«a
TEMPORARY SKIMMER PLAN VIE1N 0a �
SEDIMENT TRAP DESIGN y" 3rd BAFFLE:
CRITERIA H NOTES:
HARDWARE CLOTH
DRAINAGE `
SURROUNDING 1. REFER TO NCESCPDM
Community Service
AREA < 10 AC. SKIMMER SECTION #6.60 FOR
(ACRES) ' :"" ADDITIONAL DESIGN
Learning Center #8
EMBANKMENT SPECIFICATIONS
MIN. .:
REGARDING
LENGTH TO 2:1 . TEMPORARY SEDIMENT WIDTH RATIO INFLOW TRAPS. Brunswick
STRUCTURE
MIN. 1800
VOLUME (CU. FT. East Carolina University
' y
REQUIRED PER AC. / � � , s-
DISTURBED) School of Dental Medicine
325 � SKIMMER
SURFACE (so. Fr. .� =4�e DEwATER1N AREA
PER CFS Brunswick County NC
REQUIRED $�
010) � x EMERGENCY
AVERAGE= AREA* e �s.: '//////l SPILLWAY
WIDTH W LENGTH % ;?
* AREA OF BASIN WATER >
SURFACE AT TOP OF
PRIMARY SPILLWAY
CROSS—SECTION VM 6" MAX. DEPTH OF FLOW 1' FREEBOARD W DATE: 0710212014
INFLOW
OVER EMERGENCY SPILLWAY EMBANKMENT SCALE: As indicated
STRUCTURE MIN. 1' T EYP PROJECT NO.: 6013031.01
MIN.
DEWATERING ,,�
ZONE
EMERGENCY
�r SPILLWAY (ONLY)
SEDIMENT n.y , ., ,., �...» AS INDICATED DESIGNED BY: AWK
STORAGE ZONE
BAFFLE DRAWN BY:
DATA BLOCK CHECKED BY: RTF
TRAP N0. DRAINAGE DENUDED TRAP VOLUME TRAP SURFACE AREA CLEANOUT H L T W11
X
(ACRES) (ACRES) Qio REQUIRED PROVIDED R QQUIRE PROVID9) DEPTH (FEET) (FEET) (FEET) (FEET) (FEET)
(CUBIC FT.) (CUBIC FT.) �SQ FT.� (SQ FT.
# 1 7.55 4.05 35 7,250 15,061 11,375 12,147 .75 2.5 N/A 1 1 1 10 7
TEMPORARY SKIMMER BASIN N.T.S. 1
SCALE: 1" = 30'
N SITE DETAILS C706
0 15 30 60