SW8131210_Approved Plans_20141014

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SCOTTS HILL VILLAGE TRACTS (NOT TO SCALE)
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� l� " s �I'' ��1. ELEVATIONS ARE NGVD 1929 , . �_—�� R 'V„ 111 ���1
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2. ALL DISTANCES ARE HOR/ZONTAL I �' I �� �,/ ( � �� ��,�3. TOPOGRAPHIC INFORMATION LOMPTLED FROM SURVEY ANO NCDO7 GIDAR INFORMATION AS N07E0 RIDyGE /1 � � ` ��//
4. SURVEYED OCT.2004-OCT.2008 \ //
LEGEND
E.I.P. = EXISTING IRON PIPE
EL = EXISTING IRON ors,,,, " ,J ,�r}6
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R W = RIGHT OF WAY I,.- -'✓Y
C.P. = COMPUTED POINT _` _
' = IRON SET - L�?3^,1 _
SEAL
HANOVER DESIGN SERVICES,P.A.
SSMH = SANITARY SEWER MANHOLET. .may. i -.�'!=
MB = MAP BOOK 'IC('7 q.F -'�— O �Z'FLORAL PgRKWAY0 PLANNERS
MC = MAP CABINET /„yr..�`\ SOME N PEET WILMINGTON,N.C. 28403 0
200 PHONE [phone]
Ib�i (0,rLr1•.`.C1 P- iT. FAX.• [phone]

1 a 2 3 4 5 6
- ''� ---_"".- '`I 1 \/ V y/ CLIENT
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_ PROPERTY OWNER/DEVELOPER: APPLICANT/PREPARER OF PLAN:
THOMAS WALSH, VP FACILITIES NORRIS & TUNSTALL CONSULTING SITE DATA TABLE
,/ & SUPPORT SERVICES ENGINEERS, INC. USE: EMERGENCY MEDICAL DEPARTMENT
N H R M C 1127 FLORAL PARKWAY OWNER: NEW HANOVER REGIONAL MEDICAL CENTER
SITE AREA: 26.94 ACRES (1,173,506 SF)
S 2131 S. 17TH STREET PARCEL ID#: R02900-002-067-000 New Hanover
SUITE 300/400 MAP 1D4: 327005.28.1187.000
c WI LM I N GTO N N C 28402 PARCEL ADDRESS: 9110 MARKET STREET a Iona Medical Center
o'>, WILMINGTON, NC, 28403
.S.` 910 343-2788 ZONING: O&I-CD (ORIGINAL PRELIMINARY PLAN: SCOTTS HILL VILLAGE)
PHONE (910) 343-9653 CAMA LAND USE: TRANSITION AND WATERSHED RESOURCE PROTECTION
Aii;
+::141` �/ i REQUIRED ETBACKS: FRONT SHOD FRONT SETBACK: 100'
. , <o (910) 343-9604 FAX
• INTERIOR SIDE SETBACK: 25'
+ ++. < A Oq LICENCE #C-3 641 SIDE SETBACK: 25' MIN. OR 2.75X35=96.25' ABUTTING RESIDENTIAL NORTH CORRIDOR
,,:a:at ata:a �L F4' REAR SETBACK: 30' MIN. OR 3.73X35=130.55' ABUTTING RESIDENTIAL
,;.•� �-��' ' / O �O MAX. BUILDING HEIGHT: 40'
'4' /, t SURVEYOR: MAX.
BUILDING QUARE HEIGHT
GOOTAGOPOSED: 335'400 SF
O / BUILDING CONSTRUCTION TYPE: EMERGENCY
E 1 7 F,p G // / MICHAEL UNDERWOOD and ASSOCIATES, PA --
51
0oy� /I 102 CINEMA DRIVE, SUITE A ,,�� PARKING REQUIREMENT DEPARTMENT
/b. G� / l WILMINGTON, NC 28403
'I, PARKING REQ'D:REQUIRED:
QUIRS, MEDICAL. (4) FOR EACH DOCTOR + (1) FOR EACH EMPLOYEE
TOTAL PARKING i / / PHONE: [phone] TOTAL PARKING PROVIDED: 124(2 DOCTORS, 18 EMPLOYEES)
TOTAL HC PARKING REQUIRED: 5
0 •�•• i /' FAX: [phone] MARKET ST WILMINGTON, NC 28411
hTOTAL HC PARKING PROVIDED: 10
4r0,, o�6,6
� ~�`'"••�..�••�•. P �1 !i E-MAIL: mua©bizec.rr.com Firm License # C-0615 LANDSCAPE AREA (REFER TO LANDSCAPE PLAN);
DESIGNER
• EN l BUFFER
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�LOo0" NFW r-7q •.OV_N 7-y i /f 20' MIN. OR 50% OF REQUIRED SETBACK
JNTERIOR LANDSCAPING
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/ '�_•• _ B B H DESIG
/ // `• '•�►.._ 18 MULTIPLIER ARD LANDSCAPING PO BOX 12697
RESEARCH TRIANGLE PARK
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' '• `•'!•• AREADOFOBUILDIN NG FACE X 12% NORTH CAROLINA 27709
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T. 919.460.6700
° 1/ // ••,��•• PROPOSED IMPERVIOUS AREA
--. ) ' / �'' -. BUILDING: 29,858 (ROOF AREA) F. 919.460.6733
/ / �'.......
. FUTURE BUILDING EXPANSION: 3,400 ROOF AREA www.bbh-design.com
NO SCALE / / ..,... .+••
ASPHALT, CONCRETE, CURB AND GUTTER: 95,221 SF
/ // ~`•ti.• SIDEWALK: 5,625 SF' ©BBH Design,PA
/ / ',...+• Duplication or reproduction by any means without the express written consent of BBH
V C f \ ITY ! \ ■• SITE TOTAL 134.104 SF Design,PA is a violation of Federal and international law.The information contained
! / ....... SITE PERCENT IMPERVIOUS: 11.42% on this document is the intellectual property of BBH Design,PA and all rights thereto
/ / •`........• are Reserved.For exceptions,refer to the Owner-Architect Agreement
' / • DISTURBED AREA: 8.11 ACRES
1 / / CONSULTANTS
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r / / / I I ` PARCEL ID RO2900-002D001-000 //^ I /l \ / \` `2g/ I • +S■• r
4548 PAGE •`'�••�■•• 1127 FLORAL PARKWAY SUITE 400
I / / 1 I / N l / 1 NOW OR FORMERLY t o c v o o +_ ,
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t 1 1 ' Ni/ T, „� _ EXISTING ZONING: R-15 11 �\ // 2a BOOK 5305 PAGE 2428 NOW OR FORMERLY XrD z�Z
It` i PARCEL ID - R029L?0-002-008-000 SENCA PROPERTIES LLC �m� $ s I PFIE (910) 343-9653
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DISTURBED AREA LIMITS
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PROPOSED STORMDRAIN PIPE
PROPOSED WATERLINE (SIZE VARIES)
PROPOSED SANITARY SEWER
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SPOT ELEVATION
DROP INLET WITH INLET PROTECTION (DI)
JUNCTION BOX WITH INLET PROTECTION (JB)
CURB INLET WITH INLET PROTECTION (CI)
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Bona Medical Came_
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
MARKET ST WILMINGTON, NC 28411
DESIGNER
RR
DESID
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
cQ BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PFQE [phone]
[phone]
office©nktengg com
licence #C-3641
REGISTRATION
CHE
DAT : 1 13.2013
DESIGN
KEY I Nnw��_
GRADING, DRAINAGE
AND EROSI L
PLAN CIE
DEC 13 2013
SCALE: 13�W" ._m s-
0 30 60 90
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New Remover
ReqiGnal Medical Cent:
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EMERGENCY
DEPARTMENT
MARKET ST WILMINGTON, NC 28411
BBHDESID
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
Q BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
FLORAL PARKWAY SUITE
WILMINGTON, NC 28403
PFIE [phone]
[phone]
office©nktenqq com
licence #M6- 41
REGISTRATION
PROJECT NO: P1308.00
CHE
- ts:z 7 DAT 1213.2013
DESIGN
KEY Ii N
3
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SHEET TITLE
GRADING, DRAINAGE
AND EROSION GC -NTRO
PLAN �
SCALE: 1
0 40 80 120
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EMERGENCY
DEPARTMENT
MARKET ST WILMINGTON, NC 28411
DESIGNER
BBHDESIG�
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
Q BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and intemational law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement.
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
FLORAL PARKWAY SU
WILMINGTON, NC 284
PINE (910) 343-9E
(910) 343-9E
[e-mail]
licence #C-3641
REGISTRATION
SHEET TITLE
LAYOUT
R
UZI 13 2013
SCALE: 30'
0 30 60 90
C3
1 2 a 3 a 4 5 6 .InR #a1:inm

1 2 3 4 5 6
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6' W E.S. FABRIC EROSION CONTROL NOTES AND MAINTENANCE PLAN SITE WORK NOTES:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
STEEL POST FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING CONSTRUCTION CONDITIONS.
T� Z WIRE MESH FOR STANDARD FABRIC Q9 RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
p
o o 0 0 0 0 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
? , MIN. 14 GA 6xOR STRENGTH
FL0W RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY New Hanover
j r - i FOR STANDARD FABRIC I ,� I FILTER FABRIC ® \� CLASS B RIP RAP I
r Q o 0 0 0 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
Ti
N J WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF STREETS.
#4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A
0
�} eo DIRECTION OF WATER FLOW M/ o 0 0 o C
57 WASHED STONE
t � CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
ANCHOR FABRIC SKIRT o 0 0 o IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
MIN. e" DEEP do SKIRT
WIDE TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. CONCRETE,
O CRT ,CONSTRUCTION. BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
} _ NORTH CORRIDOR
_ o �1 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
6" MIN. „ " FLOW -•- INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
a._.;.,..:,
E COARSE AGGREGATE �� o 0 o `.`' `. -_' .�-` DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH EMERGENCY
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
NOTES: POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE DEPARTMENT
TEMPORARY GRAVELLED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
1. 30 FENCE FABRIC SHALL BE MIN. A 30 IN WIDTH WITH _--4 0 0 0 0 o SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
D LB/IN STRENGTH FOR STANDARD DARO FABRIC CONSTRUCTION ENTRANCE FLOW EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS o DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
ARE NECESSARY. LAP FABRIC POST TO POST. APPLICABLE LOCAL AND STATE CODES.
0 0 0 0 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE MARKET ST WILMINGTON, NC 28411
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE NCDOT SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
SELF -FASTENER STEEL ANGLE TYPE
EROSION CONTROL RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
�/� STABILIZED WITHIN 1 WITH A SW E DAYS OF CEASE OF ANY PHASE OF ASSOCIATED WITH BORROW OPERATIONS.
TEMPORARY SILT FENCE STONE ACTIVITY ASSOCIATED
8. FILL DESIGNATED
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE TO RECEIVE COMPACTION:FILL SHOULD BE PROD RIOPTHOSEING L ED. THE TOP 8 AREAS OF SUBGRADE DESIGNER
PLAN WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS B--BHDE
S
STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
RIP RAP HEADWALL, STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR
#57 WASHED STONE 1' MIN. HEIGHT FROM NATURAL GROUND FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PO BOX 12697
A A 1 3 USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
ROAD SHOULDER PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
O Z SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) RESEARCH TRIANGLE PARK
u n n g o _11 -_ BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% NORTH CAROLINA 27709
A / 1 _ _ OR IS DAMAGED. OF LU I1111111F(Ow o -I I �I III WTHINEBUILD NG AREASCTO AML NE OUTS dE DTHE 1 UILDI G AREAS SHALL
T. 919.460.6700
0 0 0 0 0 0 6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
_I I -I � I=- \_ N I -I 11- DESIGN STORAGE CAPACITY HAS BEEN HALF FILED WITH SEDIMENT. BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST F. 919.460.6733
11=IIII1IIIIIIII-III= �j` 1_tf�ll
-III-I � I -I � I -I � J-I � 1=I � I-_ ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)www.bbh-desi9n.com
-'- W 1=1 i 1=1 I lEl I I -I I I -I i t-I I I- _ _ =I -� LONGER DRAINS O F Di E T T P 1 INCHES F S GRADE B NG MP N
NCDOT #5 OR #57 W I _ _ _ _ _ = 1=1 I I_I j I=III=III I I I_I I =III= 1= =1 i=1 i- - �- �+ I REPAIRED ORREPLACEDTHE
THEY COLLAPSE TEAR, DECOMPOSE ORE LAYERSTO100% OF THE TANDARDBPROCTOR EIMAXIMUM DRY DENSITY. IN
©BBH Design, PA
I I I III -III -III -I I -I I- I
WASHED STONE II-_ =III=III=III-III-III-III-ICI-III III=IIj=1 -Ili-III-III-III=III= BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 Duplication or reproduction by any means without the express written consent of BBH
0 I 1=1 I -I 1-) I -I I=) I I WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST Design, PA is a violation of Federal and international law. The information contained
HEIGHT OF THE 1 S7 BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE on this document is the intellectual property of BBH Design, PA and all rights thereto
WEEKLY AND WILL BE KEPT CLEAN. MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH are Reserved. For exceptions, refer to the Owner -Architect Agreement
LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
SECTION 7. LAND QUALITY REQUIRES: REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE CONSULTANTS
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT
MAINTAIN A . DENSE THAT THE
19-GUAGE HARDWARE CLOTH
ROCK PIPE INLET PROTECTION STABILIZED WITHOIN0US21 CALENDAR DAYS�VEALLO OTHER AREAS WILLALL SLOPESWBELSTABILIZED SURFACE WILLBE IS OBTAINED.FILL DRAIN LL AREADILY AT ALBE PLADL SUCH
ES. SEANNER STRUCTURAL NOTES
(1/4 MESH OPENINGS) WITHIN 15 WORKING DAYS. AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
4 NCDOT #5 OR #57 ' SEE SITE PLAN BLOCK OR IMPEDE TONE SHALL NOT NTS WATER QUALITY REQUIRES: 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED NORRIS & TUNSTALL
WASHED STONE PIPE FLOW ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND TO CONSTRUCT HIS WORK.
D MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION CONSULTING
A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, OF EXISTING UTILITIES DURING CONSTRUCTION.
r°rT DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORIZONTAL TO ENGINEERS, P.C.
N �� y VARIES 1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY 1127 FLORAL PARKWAY SUITE 400
SEE SITE PLAN PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS BY MICHAEL UNDERWOOD AND ASSOCIATES PA AND PROVIDED BY
c -N o SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS OWNER. WILMINGTON, NC 28403
FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS PFIE (910} 343-9653
W 0 __ SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE,
MIRAFI 60OX FILTER FABRIC COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF (910} 343-9604
SECTION A - A OR APPROVED EQUAL =cnz CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH [e-mail]
SECTION A -A a Y g APPLICABLE AGENCIES AND AUTHORITIES. licence #C-3641
Uj HARDWARE CLOTH & GRAVEL INLET PROTECTION NOTE: FILTER FABRIC AND STONE SHALL i / o > � 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONSTRUCTION_ SEQUENCE:
NTS BE TOED UNDER FLARED END SECTION 3 �f 3 CONFORM TO NCDOT STANDARDS.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. I - 2' --� 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
SPACE POST SEVENLY AROUND THE PERIMETER OFUTHE LINL.ET. A MAXIM M � - N E R GY D I S S I PATO R
POST 2' INTO THE NDING THE INLET. AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
OF 4' APA.
NOTE: OUTFALL DITCH SHALL REQUIREMENTS.
RTREGISTRATION
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE NITS BE SEEDED WITH 1" 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING COMPOST/SEED BLANKET.
A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
0 4. PLACE CLEAN GRAVEL (NCDOT 15 OR #57 STONE) ON A 2:1 SLOPE WITH A 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
HEIGHT OF 16' AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. OUTFALL DITCH SECTION
CA
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. NTS �"""��������"'""".
�•
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK �.� �''•�" \'� • R
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. O
CONDITION. E j
►,MAINTENANCE, 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT ��� ~.``` - � - � � • _
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) - EAT.
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. 20, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. r✓
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE FNcIN � v�
4 --� 111, FACTORY MIXED, QUICK DRYING, NON -BLEEDING. ""="°°ff/
TEMPORARY/PERMANENT
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF.
NOTE GRASS SPECIFICATION NEW WASTE AND WATER LINES.��
1. BASIN, FRAME AND GRATE
4' X 4' PRECAST CONC. BASIN W/ j MAY VARY IN NONESSENTIAL { 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
1
KNOCKOUT PANELS ALL 4 SIDES DIMENSIONS. ADVERSE SOIL CONDITIONS.FILTER
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
FABRIC 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
)" SQUARE ALUMINUM BAR SMOOTH AND UNIFORM. UTILITY NOTES FOR FIRE HYDRANTS
C WAY WELDED
AT 4" O.C. EACH TOP OF PLAN 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. `
z..
LIME: 45 LBS. PER 1000 S.F. 1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT
BASIN TOP=23.80 NCDOT CLASS A OR B PHOSPHOROUS: 20 LBS PER 1000 S.F. CONNECTION. A
EROSION CONTROL FERTILIZER: 17 LBS. PER 1000 S.F.
Z. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE I -
STONE 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED APPARATUS PLACEMENT.
IS PREPARED 4-6 INCHES DEEP.
" 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 3. LANDSCAPING AND PARKING CANNOT BLOCK OR IMPEDE THE FIRE�.��,��
4 TO 6„ #57 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) DEPARTMENT CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE ISSU�� _
36" RCP STONE ON UPSTREAM 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE
INV.=19.50 FACE ?• w GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. HYDRANT CONNECTION AND THE FIRE HYDRANT. " .�
I-- WOOD CHIPS AT 500 LBS. PER 1000 S.F. 4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB. NO IaPripion
FILTER Z JUTE & MESH AS PER MANUFACTURER _
a W 5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
FABRIC 14- U B. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND CONSTRUCTION OF THE BUILDINGS.
BOTTOM=18.50 N {
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, a4
I - AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 6. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO
g°ggogggggg°S°°g8°o
O ¢ 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED COMBUSTIBLE MATERIALS BEING DELIVERED TO THE JOB SITE.
6 ABC STONE-- og%g8g%g%gogog 2? -A
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE 7. THE CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR
°°° °°>°°°°° SECTION A -A -
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.=
ANSEEDING
SECTION ELEVATION STONE CHECK DAM 10. CONSULTNCONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND 8. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET 1-
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb. INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: BY VEHICLES.l.
PRIMARY OUTLET STRUCTURE 20% CARPET GRASS 9. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE
NTS 28% BERMUDA GRASS PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT
20% TURF FESCUE FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE
f 4' 10% CREEPING RED FESCUE WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT"�=�
20% ANNUAL RYE GRAIN 910-343-0696 FOR ADDITIONAL INFORMATION. y
25.00 TOP OF BANK *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER 10. A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES
NOTE PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES.
/\/\/\/\/\/\� GERMINATION SHALL BE A MIN. OF 85%.
1. BASIN FRAMI AND GRATE 11. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMODATE
4' X 4' PRECAST CONIC./ BASIN W MAY VARY IN NONESSENTIAL //,�\� ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7-14 DAYS OF THE COMPLETION BASE FIRE FLOW REQUIREMENTS OF THE STRUCTURE.
KNOCKOUT PANELS ALL 4 SIDES DIMENSIONS. 10 // /�,��\��\/ OF GRADING. SEE EROSION CONTROL AND MAINTENANCE NOTES. -
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR 12. BUILDING CONSTRUCTION TYPE:
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
" SQUARE ALUMINUM BAR ���f�\\��� OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELDED AT 4" O.C. EACH \\\/\�\//j./i WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
WAY BOLTED TO TOP OF PLAN
BASIN TOP=23.80 /�\/,��' BASIN NOTES: to I
// 1. RESTORE BASIN TO DESIGN SIZE AND SHAPE UPON
COMPLETION OF CONSTRUCTION AND STABIUZATION OF � +�
1=13.05„ /HR SIT2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS,
B /��/��,. SHWT=16.50 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED PROJECT NO: P1308.00
20.00 BOTTOM ��//�\// FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 # S
36" RCP 36" RCP i\ *AVG. I-2 BC I-3 PER 1000 SF.r,;'�, 4
INV.=19.25
B0170M=19. INFILTRATION BASIN SECTION
CHECK'`
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g°° ° ° °Q DAT 1 t 13.2013
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SECTION ELEVATION
CROWN OF TREE IS NEEDED FOR LEAF DESIGN
V GROWTH TO PRODUCE OXYGEN, FILTERTHE AIR, OFTEN NOISEKEY N
rM
SECONDARY OUTLET STRUCTURE \' AND PROVIDE UBEAUTIFUL CE WIND, SAP EARANCE.,
m m NTS I / INSENSITIVE NOT
PRUNING! WITH
v o OR ENTATI SEE N FOR PIPE \
o DRIPLINE / J
HEAVY DUTY TRAFFIC BEARING Q
z SEE PLAN FOR PIPE ��1
FRAME, GRATE AND HOOD. ORIENTATI
2„ C.O.W. STANDARD SD 2-21. NCDOT ROADWAY STANDARD In CASTING NOTE: 2'X 2' (MIN)
NO. 840.03 OR APPROVED - DROP INLET FRAME &
EQUAL. GRATE SHALL
LOAD RATED. r S r 1
NOTE: IF PRE -CAST BOXES
GRO ARE USED THE CONTRACTOR CONC. COL I Existing Tree.
IS RESPONSIBLE FOR CONFIRMING COORDINATE TOP WITH PLAN
THAT THE PIPES CAN BE INSTALLED BOX SIZE & GRADES.
TO THE GRADES SHOWN ON THE CASTING NOTE: USE PLAN
PLANS USING A PRECAST BOX STANDARD 2' DIA.
PRIOR TO CONSTRUCTION. MANHOLE FRAME AND ,17
Boo COVER. H-20 LOAD 2 STRUCTURAL ROOTS
26" MIN, CONCRETE BRICK RATED CONCRETE CO ASPHALT PAVEMENT STRUCTURAL ROOTS LOCATED
OR PRECAST NON TRAFFIC AREA �EEDER ROOTS NEAR BASE OF TRUNK ARE
ELEV. VARIES FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
PLAN A r "DRIPLINE" OF TREE ENTIRE TREE. IF REMOVED, SHEET TITLE
AND PROVIDE TREE WITH ELEVATION TREE CANFAIL AND DAMAGE Dripline
ELEV. VARIES PIPE MOISTURE AND NUTRIENTS. SEE
NOTY. NOTES AND DETAILS
� II SIZE " SEE NOTE 1 & NOTE 4 SEE NOTE 2 &NOTE 4
A PRECAST OR VARIE 3' Minimum Stake
PRECASTOR BRICK PIPE CONCRETE MASON TREE PROTECTION DURING CONSTRUCTION
SIZE STEPS 12" O.C. H-20 LOAD RATED w Height Above Grade
MASONRY. H-20 LOAD ARIE 6 1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
4" RATED. " a Protective Barrier
v, FLOW 6 � UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS ,
w OF COMPACTION Cf USE WATER ANP AIR NOT TO REACH THE ROOTS AND THE TREE
6
„ 4 WILL DIE. THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF
FLOW _ THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING --.�-
00 6" 4" C° t,.� THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE ?
-� IS PROHIBITED. APROTEC11VE BARRIER SHOULD PREVENT DAMAGE FROM
• _ 3000 PSI CO ; q • , ,. OCCURING DURING CONSTRUCTION.
METHOD OF TREE PROTECTION
ONC. FTC.
8" #57 STON 2NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
#4 Q+ 12" EACH WA 3000 PSI CONC. 4 . TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT NTS
8„ #57 STON 8" #57 STONE SEDIMENT TRAP UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
SECTION OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING CLEARLY mark the trees to be saved prior to construction and
SEDIMENT TRAP CONSTRUCTED. erect a protective barrier at the d6pline.
SE00 3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION Dripline-The area of soil directly beneath the tree extending out
TYPICAL CATCH BASIN JUNCTION BOX DETAIL DROP INLET DETAIL NTS to the tips of the outermost branches.
NTS NIS C4
1 0 2 3 4 5 6 .1nR #1 oinwi

1 °
2
3
4
5
6
CLIENT
E
X
°
C
°
i
0
��I
ZI n"
CONCRETE FLUME
NTS
ACCESSUE SIGN
ro
!6 PARKING
SIM TID BE 0.01110 SrANDARID R7-8—/
ALUMINUM. BOLT TO TRFA7ED WOOD OR
ALUMINUM 1,
POST WITH 3/8' CADMIUM f7=
PLATED WA% SIDUS & WSM
a .•.»
cr GRADE
ALUMINUM OR TREATED 4N4* =
MAXIMUM VM
�•�i `�� ice` i����
PENALTY ACCESSELE-
-
1 �:Il.11l [:�I:il•li:ll
- i i•
S i �
M , 1i.=11 =11:
:.. =-
;tVAN,►,far — TYPICAL�—
HANDICAPPED
■■
NOTESRIF-
DETECTABLE
WARNING
..
8' 8' ---�
HANDICAPPED RAMP DETAIL
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
SPECIAL PAVEMENT
SEE LANDSCAPE PLANS -- 2� MAX.
x x x —x
O
2.0' ---
TURN DOWN WALK SECTION
NTS
6' CONCRETE (3000 psi)
6x6—W2.9 X W2.9 WWM GALVANIZED
4' NCDOT ABC STONE
1
"• : a .
'
COMPACTED SUBGRADE
NOTES:
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
SECTION.
HEAVY DUTY CONCRETE PAVEMENT SECTION
rrr�-s-rrrrrrrr=52-200 .
- • � - " • � %Ial�iA�1 ���27/Iw��� 1��1�1��;I% �i��l�/NIi1 ��.-//P//X�
co
r�Mp
1? Up
CONCRETE LANUJI:At't
SIDEWALK AREA OR
48" PERMANE TLY
I STALL
s• o
0000003 0000
000
LANDSCAPE " ,N
AREA OR Ik$ M
PERMANENTLY IF PEDESTRIANS DO NOT CROSS THE
INSTALLED CURB CUT, THEN SIDE FLARES ARE
ELEMENT NOT REQUIRED AND CURB ON BOTH
PLAN SIDES MAY RETURN FOR FULL DEPTH
OF THE CURB CUT.
* SEE NOTES ON DETECTABLE WARNING
J�Mp, 41LA
°
• q_
Q
P�
.q'.•OOOO O0a'• 4.
q•'+ 0 0
IF CURB HEIGHT IS
6", THEN SIDE
FLARE "A" IS
PLAN 72", MAX. SLOPE
1:12.
6A
SECTION
WHEEL CHAIR RAMP
NOTE:
1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA
GUIDELINES:
2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE
CURB RAMP OR FLUSH SURFACE.
3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE
ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP DETECTABLE
WARNING EXTENDING THE FULL WIDTH OF THE MARKED CROSSING.
4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES
WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL 0.2
IN (5 MM) AND A CENTER —TO —CENTER SPACING OF NOMINAL 2.35 IN (60
MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER
LIGHT —ON —DARK, OR DARK —ON —LIGHT. THE MATERIAL USED TO PROVIDE
CONTRAST SHOULD CONTRAST BY AT LEAST 70% — REFER TO ADA
GUIDELINES FOR DEFINITION OF "CONTRAST".
5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART
OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR
SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY
OR SOUND —ON —CANE CONTACT.
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
3/4' REINFORCING BAR
IMBEDDED 18" INTO SUBGRADE.
EDGE OF PAVEMENT
OR OBSTRUCTION
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
7/8- DIA. HOLES
CONCRETE WHEELSTOP DETAIL
NTS
2" SF 9.5 B SURFACE COURSE (NCDOT)
—6" TYPE ABC STONE (NCDOT)
411-4l ,W COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ASPHALT PAVEMENT SECTION
2'
1 1 /2"R 1'-6" 6" 1 1 /2"R
CI ASS A CONC.
a
ASPHALT _ 4
3"R
a
O
TYPE ABC STONE 1`8 R.. .
a Q" •a a e .o
4" TYPE ABC STONE
COMPACTED SUBGRADE X WW/ 90W' /"]/
FLOW LINE TYPE ABC STONE SHALL
CURB SECTION ON SITE EXTEND 6" BEYOND
CURB &GUTTER
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
2 4 BARS
CO NUOUS
SPILL OFF \_TYPE ABC STONE SHALL
EXTEND 6" BEYOND
CURB SECTION ON SITE CURB & GUTTER
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
NON -WALK SURFACE x x x Y
x Y Y Y Y Y Y Y Y x
Y x v v x Y Y x Y v Y x x r
Y
x x Y Y x x x Y Y x Y Y x Y x Y x
x
Y Y y Y x Y x Y� •. x Y Y Y x Y y Y x
v v Y Y x x x v a Y 6" x 12" CONCRETE CURB
DETECTABLE WARNING da x x x x x x Y x Y y
SURFACE SEE R.SD.N. 848.05 a ! 4 °
x x x Y x
es
LANDING WIDTH
2'-6" CURB & GUTTER r >' 1 x Y
SIDEWALK WIDTH
OI 8.33% (12.1) MAX RAMP SLOPE S'MIN.
�J CROSS SLOPE: 2.00%
3O CURB RAMPS REQUIRE A (4'--0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHM PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
HANDICAPPED RAMP DETAIL
NTS
1-1/2" SF 9.5 A SURFACE COURSE (NCDOT)
f— 2" 119.0E INTERMEDIATE COURSE (NCDOT)
1— 7" TYPE ABC STONE (NCDOT)
L11`�I` TA COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
HEAVY DUTY ASPHALT PAVEMENT SECTION
N.T.S.
NOTES:
1. SIDEWALK THICKNESS $HA(,L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEW(�YS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. /2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
COVERS ARE REQUIRED AT 50 MAX. AT SIDEWALK JUNCTIONS,
AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8"R TOOLED
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLEUNG CURB OR STRUCTURE.
jV
12EXPANSION
CURB MAX. SPACING J INT MATERIAL
EXPANSION JOINT (E.JJ
1/4'x1" DEEP w/AN
1/8"R TOOLED JOINT
f .
CONTRACTION JOINT (C.J.)
BLDG.—STRUCTURE
PAM
SIDEWALK JOINT DETAILS
NTS
ROAD SECTION
NTS
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
MARKET ST WILMINGTON, NC 28411
DESIGNER
BBHDESIG
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
© BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner-ArchAaci Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.G.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PFQE [phone]
[phone]
office@nktengg com
licence #C16- 41
REGISTRATION
PROJECT N0: P1308.00
CHECK. "
DAT:.�� 1 13.2013
DESIGN
NOTES AND DETAILS
1
2
°
3
°
4
°
5
° 6
v
C5
. I n fR :a 1 iCl(;'i

1
K
4
PROPERTY OWNER/DEVELOPER:
5
APPLICANT/PREPARER OF _PLAN:
A
CtTC r)ATA TAPI G
CLIENT v .
E
a
IIC
a
0
O
A
2
f
THOMAS WALSH, VP FACILITIES
& SUPPORT SERVICES
NHRMC
2131 S. 17TH STREET
WILMINGTON, NC 28402
910 343-2788
NORRIS & TUNSTALL CONSULTING
ENGINEERS, INC.
1127 FLORAL PARKWAY
SUITE 300/400
WILMINGTON, NC, 28403
PHONE [phone]
[phone] FAX
LICENCE #C-3641
SURVEYOR:
J' JJ
J MICHAEL UNDERWOOD and ASSOCIATES, PA
102 CINEMA
WILMINGTON, ONCVE28 0SUITE A
3
JJ PHONE: [phone]
• `• /' JJ
FAX: [phone]
E—MAIL: [e-mail] Firm License # C-0615
NEw N•-�• COVNTy
O •'`•.
Co
/
NO SCALE /' `•�••�., �•
VICINITY MAP `•``•`--•-•._
1
USE. EMERGENCY MEDICAL DEPARTMENT
OWNER: NEW HANOVER REGIONAL MEDICAL CENTER
SITE AREA 26.94 ACRES (1,173,506 SF)
PARCEL IDJ: R02900-002-067-000
MAP 1Df: 327005.28.1187.000
PARCEL ADDRESS: 151 SCOTTS HILL MEDICAL DRIVE: 100-151
ZONING: Odd —CD (ORIGINAL PRELIMINARY PLAN: SCOTTS HILL VILLAGE)
CAMA LAND USE: TRANSITION AND WATERSHED RESOURCE PROTECTION
UIL111 S: FRONT SETBACK: 25'
REQUtREDT�K SHOD FRONT SETBACK: 100'
INTERIOR SIDE SETBACK: 25'
SIDE SETBACK: 25' MIN. OR 2.75X35-96.25' ABUTTING RESIDENTIAL
REAR SETBACK: 30' MIN. OR 3.73X35-130.55' ABUTTING RESIDENTIAL
MAX. BUILDING HEIGHT: 40'
MAX. BUILDING HEIGHT PROPOSED: 35'
BUILDING SQUARE FOOTAGE: 28,767f SF
BUILDING SQUARE FOOTAGE FUTURE EXPANSION: 3.400t SF
BUILDING CONSTRUCTION TYPE: lie
PARKING REQUIREMENT
PARKING REQ'D: CLINICS, MEDICAL (4) FOR EACH DOCTOR + (1) FOR EACH EMPLOYEE
TOTAL PARKING REQUIRED: 26 (2 DOCTORS, 18 EMPLOYEES)
TOTAL PARKING PROVIDED, 124
TOTAL HC PARKING REQUIRED: 5
TOTAL HC PARKING PROVIDED: 10
LANDSCAPE AREA (REFER TO LANDSCAPE PLAN):
BUFFER
20' MIN. OR 50X OF REQUIRED SETBACK
INTERIOR LANDSCAPING
8X OF PARKING AREA
SOUTH PARKING AREA 27.425 X .08 = 2.196 SF READ. 2,700 PRVD.
NORTH PARKING AREA: 17,724 X .08 = 1,418 SF READ. 2,246 PRVD.
STREETYARD LANDSCAPING
18 MULTIPLIER (27 MAX., 9 MIN.)
554 — 24 X 18= 9,540 SF REQUIRED 9,540 SF PROVIDED
FOUNDATION PLANTINGS
AREA OF BUILDING FACE X 12X
BUILDING FRONT: 97 X 40 X .12-"6 SF READ. PRVD. 466t SF
BUILDING REAR: 236 X 40 X .12-1,133 SF READ. PRVD. 1,133t SF
1 '1
! ! I ) NOW OR FORMERLY
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PARCEL ID - R02900-002-001-000 / J / I 1 ` • •� r
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SETBACK MAP BOOK 51 PAGE 293 / j I
I wooO 0 ! 11 I r 1 I !(
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1 ) NOW OR FORMERLY FF-31.00 ) i1 Y / FUTUR
1 I sENcA PROPERTIES uc d EXPANSIO
I ) BOOK 4505 PAGE 487 ) ) 1� /,' 1.400i SF
) PARCEL ID - R02900-002-008-000 ` i
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Ik
'811�, DING`
SAgK► ! ,
THIS AREA � 'PINE �s\f
I ) , ,T6 5- +/- PINE TREES
/ / ! / 90 TREE SAVE AREA
I 1 I 2J' AR ) ?> \\ /' 9\ AS PER,/ APPROVED C.D.
5" - E TREES / ; 2
1 Y /
\ \ '�0' PRIM m; ACCESS \ l ♦ \ -- 1 /
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NOW OR FORMERLY
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Jed
EMERGENCY
DEPARTMENT
151 SCOTTS HILL MEDICAL DRIVE: 100-151
DESIGNER
BBHDE'SIG-BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
et7 BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PVE [phone]
(910) 343-96,04
office®nktengg com
licence #C-3641
4-51049 I31 ZIO Pie,
APPROVED
IU091W /`ABf1i!NA rsYMMENTAL
REGISTRATION MANAGEMENT COMMISSION
P la Jy-ly
��-NI•LrQ.. ,.� cJ
2/17/14 GENERAL REVISIONS:
Changed DI TO JB and relocated, relocated DI and RD.
Added 1' IRR line. added SSCO and pipe. Added TRM
matting of ditch tie in. Added stone check dame to
infiltration basin. Added to tree removal (2) 8' oaks. (1)
12" oak. Changed 24' valley gutter to 18' mountable
curb and added detail. Added signage and pavement
markings, added 15'x30' heavy duty concrete in lieu of
asphaft. deleted walks and pavement markings to future
helipad location. Revised MRI pad layout and grades
added MRI section detail.
4/11/14
R1: ADDED TO DISTURBED AREA LIMITS FOR CONSTRUCTION
LAYDOWN AND STOCKPILE AREA, ADDED TREES TO BE REMOVED.
REVISED AND ADDED ROOF DRAIN PIPE. RAISED SITE GRADES
AND FIFE BY 0.330 ADDED DECONTAMINATION TANK. REMOVED 6"
WL AND REMOTE FOC AT EAST SIDE OF BUILDING. REVISED 6'
WL TO 8' WL WEST SIDE OF BUILDING. ADDED 8' DCDA & FH.
CHANGED LAYOUT OF 6" AND 3' WL TO BUILDING. FDIC
LOCATION AT NW CORNER OF BUILDING.
8/5/14
R2: ADDED HELIPAD AND ASSOCIATED GRADING. DRAINAGE
AND EROSION CONTROL
PROJECT NO: P1308.00
CHECKED BY: QC BY:
DATE: 02.17.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
SHEET TITLE
OVERALL SITE PLAN
SCALE: 1" = 60'
0 60 120 180
CO

1 ° 2
3 4 5
000
SOIL pq T - _ \ \ / I / / #40, / / / \ \ ♦\ \ \
/ BTL� HE IPAD �TION \ /�� .4 _ 3 - -� \ �\ \ \ \ ,Z
\ PROVIDED B TH ARCHITECT. \ �► ��� 2
29- ,. '26 \��_-26r I �� _._------- /// /� /i,
/ ti I =24.33 b/R2 / 93 1=21 .10 h -22-5E Owl
- I EXISTING HO D
CONCRETE IVEWAY TO I 1 c,= \ I l f \� 4.83 / \\
\\ \ \ \ DI WITH
I 6 CONCRETE SLAB 1 2 / \ , H� H D FRAM E /
BE REMOV FROM SITE. CONSTRUCTION 1
I LAYDOWN AND / OVER 6 ABC STONE. I / \ CI / 1 ` AND GRATIIt /
5� I ( STOCKPILE AREA / . `' / T=24.33 �2� j \ 24 1 1 , \ \I=21425
/\
/ ,27- `' - iiz \ I ( / c�v / r / / j \ 24" FES WITH INLET'
/ / o .•D /
DI 24.8 \ 4•6 ' I I \ \ 7 1.3COTI0�1
a I / '� �X\ram I=2 4. 24 _R P
6' - ( / ,O EkjST� 1 \ / 1 / / / / WAL,KWA\( AT 5x S o \ \ \ \ N 1
/ PUM / N rV I MAX. (1'Y:20 H) a •o oUI
HOU / I WOOQ FrORY i 1 / I ! .93 \ \
2 23
/
/ I . r I l 24. - �5 5.33�y(O
METAL t1D
ENCF / \
N
/ I /
73.0' - -- -�- _- a. I .83 \ \DC0
+ - TEMP _EL
T10 ...5.-�-- - - • ; •� j �. / I-�2 9
\ / i26` POLE HD FRAME
®I -WITH \
�. -AND GRATE I a .%• • ro• \ 6� \ / / i
77- - -_ / T 25.00 / W4
-�= = - _ / / 2� v CID --A` �- 2 END 24 CURB
- - 1-20.95 - -- - :29-- - _ ry� \ / AND GUTTER' TAPERS
/ I M ,,�G�s `� _ 7.07 WITH 2
- - - ELEVATION 7 - i
ELEC. STUB o -29- � ._ EL
-_ _ .�27-- -
SID
I 7- ) 6.7 3,3 \ /
1 / � .
LEGEND
r�F
�SD�isSD�mi
8w 8w
SS -
11
PROPERTY LINE
DISTURBED AREA LIMITS
TEMPORARY SILT FENCE
PROPOSED STORMDRAIN PIPE
PROPOSED WATERLINE (SIZE VARIES)
PROPOSED SANITARY SEWER
PROPOSED FINISH GRADE
SPOT ELEVATION
DROP INLET WITH INLET PROTECTION (DI)
JUNCTION BOX WITH INLET PROTECTION (JB)
CURB INLET WITH INLET PROTECTION (CI)
SDMH WITH' INLET PROTECTION (SDMH)
FLARED END SECTION WITH RIP -RAP
PROPOSED FIRE HYDRANT
NO WETLANDS EXISTING WITHIN THE SITE
AREA. REF. USCOE "JD" SAW-2013-01923
D as as HOPE ,...�„i I I- -
as ........,,., as as - I- 0.5 7 3 'N
9 �� / `` DISTURBED AR
DROP INLET CONVERT EXIST. 01 TO S -VISIBILITY CROSS 6 SEE MRI PAD ' SCOTTS HIL
RIM 28.41 A JUNCTION BOX , \ ( �'\ / WALK AND SIGNAGE IN 26.8TC SECTION A-W \ _ LIMITS --
RIM 21.31 1- 2.50 \ U / ACCORDANCE WITH \ ✓ `'i ' / \ \ I ♦ TRACT
I=20.75 / I I� \ NSTCi�NI) ARDS MUTCD ,,�G �� x 3� END WITH i ' D / \ '1' /`
i I' �. 6
z 5 : - - �� �� ^� 3� / r, // s IL _ I MAP 26.94
0 ACR
�,� / / 12 C900 PVC RO�7FDRAIN / 1 \ OK 51
a �, �j HEADER PIPE 0 1.0%
' BUI pj� I �n - 6 v` ASPHALT FLUSH WITH /-
�` ` v 0' 27 / CURB TAPER IN 10'
L 3 FREE S► G ( `2'-
rd Tg26.00 ' \ �soRDCO < <'S �6' / /
N I=20.30 / - \ / / 4 \ DI \ E N CY\ \ \ \ / \ f' V 28-
( 5. 2 50 \ DEPARTMENT �zs66 P
CONVERT EXIST. ( t4 /co �C - -
DI TO A JB. II 6W CA 3 \ / REINFOR E p I 28 7 6 � ± SF I ` \ \ \ ��� / j \ � \ \ \ c21� SOIL
T=28.25 ! I II 0D`' �� W / / 6 �s VALLEY I \ f I \ I ! / \ `
INSTALL INLET DROP INLET J I I ` ! , / Cl GUTTER. I I = 27-33 (R 1() PROTECTION. RIM 29.02 T=25.58 I
SO MANHOLE INV- 24.62 ! ' I I I J�'j \ // 1=20.40 I �� I \ ' / / / / \
� I 6 CURB TAPER. GUTTER /
G �oN \ > I \ ♦ SAND PAVING SHALL SLOPE i / �^�/ / / �2�
RIM 23.71 \ \ 6" C900 PVC UP TO MEET TOP OF
DROP INLET INV. 23.71(NE) �Q Mt INLE ' P / / r7 \ �,�\ / \
FUTURE \4" C900 Pvko / ROOFDRAIr HEADER / \ ( / CURB FLUSH WITH WALK. / RIM 27.96 INV. 23..68(SW) g I (3J36 \ RD @ 1.0% °� PIPE @ ry1x0% Z /•05 ` \,J / `' I l /
BOT 20.86 Os36' Mp as
78" V. q! 3 ' / EL V�4TION /7� +/- \ EX PAN S I O \ N / ♦ I
�3
T=27.75 b `ti 400 SF\- C(3t4CRETE FLUSH
I \\ \ / 6.9> WIT ICAPE
ASPHALT. SEE \ \
I=24.70 �o o / / M \\/ *s `0 / / \ \ \ ( 3 / \7Q \ \
(EXIST.) �� / I / / J ' - `� a / - \ \ 1 '\2,z LAf PLANS. \ \
18"RCP /SEE / D (SECTION \ _1/6
6 / \
C TI 27.75I// / ` ` ` l\ I r // \ / \ \ \ \\\ \ f��0� .73 / \ ' 6' CURB TAPER. GUTTER \ 1 \ \ \ \ \ \ \
\ \
SD VAAgLl / / II / / / / / ` �\ / \ /� ��g \ UPDTOAMEET TOP OF VING SHALL LOPE ( \\ \ \ \
�I 3 1 \
RIM 28.36 25 I // ^�,�, 1\� / / 5s �I �/ // 6.4 CURB FLUSH WITH WALK. - -\26.7 `
N INV. 23.81(NW) ' % � � / `L vv � � , � � \ t \ \ 21
// 3M� DI �� RDCO \
INV. 23..71(SW) / ` / ` CI
`" ADJUST XI / l ' I I / I ss ss-----°- ss \ s ( , 1=22400 o 1=23.5 6•S3 1 T=25.83 I
TOP TO GRADE AS
/ \I ( 13 / / \ s ss �< .� 25 1 \ 6'3 I` I I=22.10 i 2
REQUIRED. �l / n/ �� a.- �'- \\ ) \ R 2 00 6. 64 26.3� \ ♦ ��,\ I \
30" FES (2) WITH CLASS B % I (� i !_ \ i l \ `� \ ls+ ♦ \ I \
RIVER ROCK ENERGY DISSIPATOR / / /°°° ° / \ \ / 2 50 I ♦ \ \
25'WX25'LX12"D I ( \ \/ \ 1 / 6, I G \ ` Cl \ \ \ \ \ \ \ \
I=20.00 y(Layo / ,lr j I �' // / / / goo°oogoo g000\ /, \ �1 WOODS / h'n ( �2�. ` T=25.83
°°°° °°° SEE LANDSCAPE PLANS
as " HDPE / / / ,/ Y \ 1 \ \\ RD 0 / `� I=22.00 N \ \ \
as 2 COORDINATE WITH LANDSCAPE `�N / ° ° °° °° LINE \
°S as "..A.RCHITECT AND ENGINEER ON ai o I / \
° °°°° I=22.5
LA
RIVER ROCK PLACEMENT. /'� o 0 00� / / / / / I % I / // °25---� '1 \ \ \ \ \\ \ FOR WALK GRADES.
RIM 28.47 o� o 000°o I/ / 2 WIDE
° // / �/ // 1 �k 6 - \ _ CONCRETE a
UPON COMPL N OF CONSTRUCTION o0 o°Q000°o°o / f / / \ \ �F UME y / R ^�� 10.
' / \ \ C' TURNDOWN CURB �• �,
THE CHECK DA S SHALL BE REMOVED FLUSH WITH ASPHA
AND SEDIMENT SHALL BE CLEANED OUT
25-- 'S' SEE DETAIL.
OF I N FI LTRATI O BASIN °/ \
0 a o a° °0°0 // /// / / / \ \2�1 ° \ 5.93 `
/ °°° TEMP. G�TEMPORARY GRAVE STON.3 \�c 10 sCONSTRUCTION
� CHECK
-SIR\DAM�a ) 6.84
SO MANHOLE 26.2.08 I
I / /
/
RIM 30-05 \ />16.8
INV- 27.40(SE) / , \ / / / �� - - C u� INV. 27.21(SW) / // / ///� / // /��/ / / I / / 26.0
CURB INLET INV. 27.43(NW)
FLOW 29.46 / / / I / \�
SD MANHOLF.�,jU\ O., , � / \ 25.93 26 3
r / / / /� ,�• / t 1 /
INV- 27.22(SW) RIM 29.9Zr' D� / / / �/ / I I 5.% N'\
B fNV. 27.18(NE)-24- _ N
` GAS T T INV. 23..68(SW) $' / /� / / / I I INFILTRATION BASIN ( ( / / I // / / 1 / DI 2 83 26WX / / / > >
os _ STAT I / / / // ( TOP-25.00 I I I /I 2 - \ \ I
10 / // 1 / 1= 60 i 26.5 / I
\ WATER / / ( / // I BOTTOM=20.00 I f I I `� 5.s �\
AULT / / \ 6' CURB TAPER. GUTTER
ss � O � ( J 6 / ( � � \\ \ ' � � � � 1 � � I AND PAVING SHALL SLOPE
MEET TOP OF
s \ \ / /� L 0 73.� �._` \ \ \ \ \\ \ \ EMP. r / / oa I 25,3 / \
\ ek 8 \ss / ( v.2 . 1 / 1 ` \� \\ \ \ \ \\ \ \\ \ 7 STONE ` 1 t , \ /r / / j� / 6.33 / / CURB UP O FLUSH WITH WALK.
cur I 1 �� \ `\ \ \ \ \ �`��' DAM CHECK \ 1 \ /�/ \ / / / / / / I I X26.58 / 128�
l
as A \ \\ \ 26��2 \ \ \ \ 26� ° \ \ / \ \ \ 5.2 - - - - 5.53 / 12 ` 26.3
�\ M �o \ \ \4 �. \ \ ` \ \ \ \ \ \ / \ \ 10 / I I l
T \0 _\\ \ \ \ \ \ \ \ \ \ \ vQr 25.9.3
gi-
Cl
\ \ , CURB INLE` \ T=243.500
\FLOW 29.43 I-2
INV. 28.9+/- -2
/
BOT. 24.20 saD 001110ft So
SS RIM MANHOLE
5 LE FIR 1�pR,t?LNT \ 1\` \ \ \2S� \ \ \?���, \ \ \ \ mac, _ _ / so
/ INV. 15.34 VA
\� \ �` / \ / / T'MPORARYdRAVEL
\ \\ \ so S•5.33 / �ONSTRUC N
_ _ N
RQAffCONTAND
R OF ENTRANCE \ S \ 4 dJ�,r` s'A / ENTRANCE I f f \ \ ( I
/� /
� \ 1. S cis` ♦ ' \ \\\\ \\2 �\ ` \ / \ o C',o O$
6Y AND ROUND -A -BOUT SS MANHOLE - �'j I
BY RIM 33.34 \ / v ♦ \ \\ \ \ \ \\ , \ 6 R \ v ' \ \2 I
`, 1 I \
I
HANOVER DESIGNS. STORM INV. 15.54 SD MANHOLE _ � \�� / � � S` � \, \ \ � � / / � \ °
WATER PERMIT SW8080624. \ W 1 \ \ \ 23 \\ o°o
R 29.10 �\\�` \ \ �d 6 °p0 000 Cl I I ( I 2 \ \ I I
" V. 24.75 Nw \ `� A' s \ / y : i I Q NOTE: OUTFACE DITCH
EXISTING 36 RCP TO BE ( ) � \ ,�/ s � \ \ \ \ OT"` / �• �+ � � �• � s °pO 0 T=25.15 I ri, � I P-cz' \ .
INV. 23.50 NE �D ` \ \ \ / Owl
�''` \ O o 0°00 1=22.70 I \ \ I I
REMOVED AS PART OF ( ) - /C \ 2 °p / 36 FES WITH CLASS B N \ I
ROAD EXTENSION. REFER INV 23.39(SE� \ \W `� s ♦ �� / �'\®� o°o° 00° ` I p� SHALL BE SEEDED WITH \ \ %
/ �- 000 CI RIP -RAP ENERGY DISSIPATOR I \`' 1 " COMPOST/SEED\ \ I I
TO PLANS BY HANOVER --- �� OQ \ / '0 ;so
i / °i�'oo I T=25.15 \ 20'WX25'LX 1 2"D \ \ I
DESIGNS. \ W \ \` \ I R• ` S \�\ o o `
2- FES WITH CLASS B s \\ ` \ �' �2 c / / ♦ o0 0 00 / I I=22.75 ` I=i 9.00 \
a' o BLANKET. \ \ \ \ I / I
A R1�tER ROCK ENERGY DISSIPATOR \ \ ss \ ... \ ����� / / '� ` c o / , /I % / \ \ \ EXISTING DITCH
L INTO
I I I I
20 WX20 LX12 D ��CONDARY OUTLET \ / \ `
1=20.00y ,g _ \ \ \ \ AREA. INSTALL I I I
COORDINATE WITH LANDSCAPE -� S�t'JCTURE. �+ 7 -i ` TRM `MATTING. I I
J TOP=23.80 ti 3 so / / OUTFALL DITCH. \ I
ARCHITECT AND ENGINEER ON PRIMARY OUTLET ss DEIlL� �' S �� / \
RIVER ROCK PLACEMENT. S'SS�vt'fANHOLE �� �2 - 1C� h' ••• �° i /� E SECTION. - �2 \ INSTALL STONE I I I l
�TUCTURE. \\ RIM 23.80 s �- �\ 24.-� _ _ _ �p _ (27 _ _ _ _ _ _ � � S
ems\ \ W TOP=23.80 NV. 14.06 4 - \ > `-_ - ^♦ o-- _ - 26- - - - '27- - -- r 0 \ \ \ CHECK DAM.
\ \ p �`�� \ - -_ 3_ 23- = 4 - - - \ / eS 11NE e \ I I
ows
suft
\ �\\ fk'
\ W CONTINUATION OF ENT Ss - 1 ss MANHOLE
--� -�` -� -� ` \`�► �\ �'6' '" / \ I ''I ` I
\ ANHOLE -d ------
-By I I I l \ DAD AND ROUND -A -BOUT _ -- - �- •�. � • • �--� ... _.� • • • / �� I � -+�
ss '-Rtia l
�� =y 23VER-DESIGNS-S RM 2 -� INv. 13 05- - - - - - - Q24 �1,�
WATER P W8080624. \s --��• �_-_-.-; . � � �_„ \L 1 I I L _) ,. � � `� ' • • -�-� . I 1 (°'
W SS SS ----
SS SS SS 1 N
SS�n SS SS -- / . �_� _ _ IN o
/ Waft
22-' Israel s�2-' ss-----._ ss ss ---_.- r _-24 MANHOLE �i�Z` n' I I
RIM 23.08 /
• 2 3 -
- 4 5 - 6
CLIENT
!r NewHanover
R <na M1 I
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
151 SCOTTS HILL MEDICAL DRIVE: 100-151
DESIGNER
B B KDES[G
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbhAesign.com
© BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The ir>famation contained
on this document is the intellectual property of BBH Design, PA and all rights thereb
are Reserved, For exceptions, refer to the Owner -Archived Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PI-�IE [phone]
[phone]
office®nktengg com
licence #C-3641
REGISTRATION
•�� CA
,s M IN�.•,�Q',��
._ • TUN..S.••
ISSUE
2/17/14 GENERAL REVISIONS:
Changed DI TO J8 and relocated, relocated DI and RD.
Added 1' IRR line, added SSCO and pipe. Added TRM
matting at ditch tie in. Added stone check dams to
infiltration basin. Added to tree removal (2) 8" oaks, (1)
12" oak. Changed 24" valley gutter to 18" mountable
curb and added detail. Added signage and pavement
markings, added 15'x30' heavy duty concrete in lieu of
asphalt, deleted walks and pavement markings to future
helipod location. Revised MRI pad layout and grades
added MRI section detail.
4/11/14
R1: ADDED TO DISTURBED AREA UMITS FOR CONSTRUCTION
LAYDOWN AND STOCKPILE AREA. ADDED TREES TO BE REMOVED.
REVISED AND ADDED ROOF DRAIN PIPE. RAISED SITE GRADES
AND FFE By 0.33" ADDED DECONTAMINATION TANK. REMOVED 6"
WL AND REMOTE FDC AT EAST SIDE OF BUILDING. REVISED 6"
WL TO 8" WL WEST SIDE OF BUILDING. ADDED 8" DCDA do FH.
CHANGED LAYOUT OF 6" AND 3" WL TO BUILDING. FDC
LOCATION AT NW CORNER OF BUILDING.
8/5/14 "
R2: ADDED HEUPAD AND ASSOCIATED GRADING, DRAINAGE
AND EROSION CONTROL.
PROJECT NO: P1308.00
CHECKED BY: QC BY:
DATE: 04.07.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
x
SEP 17 2L
P
BY:_
SHEET TITLE
GRADING, DRAINAGE
AND EROSION CONTROL
PLAN
SCALE: 1 " = 30Nor ------
0 30 60 90

1 2 3 4 5
N.
A
0
C
0
a
0
CLIENT
New Hanover'
Regionaltic en
NORTH CORRIDOR
---- --- EMERGENCY
DEPARTMENT
JAGE AREA
2.58 AC
JS = 8.68AC
w,.
SS
Szb-
.0 w' -.. I " Elf•-9: $$... — —r__ — '— 'WAND
AP
I
w w \
\ w - _
w wX. 8 wATRUNE w w w
M `
M€X.
Y
\ \ \ `.�K-� '� � EXISTING Z0 —
\ \\ � , / ZONING: �8c1 CD
151 SCOTTS HILL MEDICAL DRIVE: 100-151
DESIGNER
=BBFI DERIPird
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.00m
© 8BH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and intemational law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PFQE [phone]
[phone]
[e-mail]
licence #C-3641
REGISTRATION
•t` .1 CA
'Q'��
S• TUti .•'
ISSUE
No. Date Description
PROJECT NO: P1308.00
CHECKED BY: QC BY:
DATE: 02.17.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
2/17/14 GENERAL REVISIONS:
Changed DI TO JS and relocated, relocated DI and RD.
Added 1' IRR One, added SSCO and pipe. Added TRM
matting at ditch tie in. Added atone check dams to
infiltration basin. Added to tree removal (2) 8' oaks, (1)
1 Y oak. Changed 240 volley gutter to 1 W mountable
curb and added dstall. Added signage and pavement
markfrg% added 15'x3O' heavy duty concrete in lieu of
asphak deleted walks and pavement markings to future
heppod location. Revised MRI pad layout and grades
added MRI section detail.
8/5/14
R2: ADDED HEUPAD AND ASSOCIATED GRADING, DRAINAGE
AND EROSION CONTROL
SHEET TITLE
DRAINAGE AREA PLAN
SCALE: 1" = 40'
0 40 80 120
C1.1
1
2 3 • .. 4 a 5 - 6
. tnR im nnrn

1 2 3 4 5
C
•
0
New Hanover .
ftAljonaf mmiew Centel:
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
151 SCOTTS HILL MEDICAL DRIVE: 100-151
BBHDESIG4.
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
0 BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The infamration contained
on ft document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the owner -Architect Agreement.
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS,. P.C.
FLORAL PARKWAY SUITE
WILMINGTON, NC 28403
PVE [phone]
[phone]
[e-mail]
licence #C-3641
REGISTRATION
ISSUE
PROJECT NO: P1308.00
CHECKED BY: QC BY:
DATE: 04.07.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
17/14 GENERAL. REVISIONS:
3nged DI TO JS and relocated, relocated DI and, RD.
Jed 1' IRR line, added SSCO and pipe. Added TRY
tting at ditch tie in. Added stone check dame to
krotion basin. Added to tree removal (2) 8' oaks, (1)
' oak. Changed 24' valley gutter to 18" mountable
is and added detail. Added signage and pavement
kings, deleted walks and heavy added 15'x3O' duty conande In lieu of
t
1pad location. Revised MRi pad layout and grades
Jed MRI section detail.
11/14
ADDED TO DISTURBED AREA LIMITS FOR CONSTRUCTION
'DOWN AND STOCKPILE AREA. ADDED TREES TO BE REMOVED.
AM AND ADDED ROOF DRAIN PIPE. RAISED SITE GRADES
D FFE BY 0.330 ADDED DECONTAMINATION TANK. REMOVED 8'
AND REMOTE FDC AT EAST SIDE OF BUILDING. REVISED 8'
TO r WL WEST SIDE OF BUILDING. ' ADDED 8" DCDA & FH.
WED LAYOUT OF 8" AND 3' WL TO BUILDING. FDC
?ATION AT NW CORNER OF BUILDING.
;HEET TITLE
.AYOUT PLAN
SCALE: 1 " = 30'
0 30 60 90
3
4
5
0
C3
.10R :ff1 .*1nR1

1 2 3 4 5 6
E
0
C
0
C
BI
AI
z
STEEL POST
!
3z
WIRE MESH FOR STANDARD FABRIC
f-
MIN. 14 GA. Sx8 MESH
S
STANDARD OR EXTRA STRENGTH
�-;-
-'
FOR STANDARD FABRIC LL
FILTER FABRIC
co
DIRECTION OF WATER FLOW
!6
ANCHOR FABRIC SKIRT
z
MIN. 8' DEEP & 4' WIDE
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 ISAN TENSILE STRENGTH FOR STANDARD FABRIC
AND790 LBAN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN V IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NCDOT 15 OR J57
WASHED STONE
19-GUAGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
4' MAX. NCDOT #5 OR 157
WASHED STONE
M N
.<v cv cv cv.cv cv cv cv cv cv cvq r CV O I j'•c` /,CV,(�.0
ILII u mf
3 0
SECTION A -A
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
CONSTRUCTION SEQUENCE:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET.
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4' APART.
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING
A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT 15 OR #57 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16" AROUND THE WIRE. AND SMOOTH TO AN EVEN GRADE
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
SQUARE ALUMIt" I" -1-
WELDED AT 4" O.(
WAY BOLTED TO T
BASIN
36" RCP
INV.=19.50
" SQUARE ALUMIN-1 A.
WELDED AT 4" 0j
WAY BOLTED TO T
BASIN
36" RCP
0
m
X
�0
U
W
03
U W
�(n
z
2"
4' X 4' PRECAST CONC. BASIN Wi
KNOCKOUT PANELS ALL 4 SIDES
PLAN
0
6" ABC STONE
°°°°
SECTION ELEVATION
PRIMARY OUTLET STRUCTURE::;
NTS ,
4' X 4' PRECAST CONC. BASIN Wj
KNOCKOUT PANELS ALL 4 SIDES
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
• {FR P'1AT
:ONTROL
1
z
a
W
W
Lt1
(n
SEE SITE PLAN STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
SEE SITE PLAN
tMI
RAF1 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL
BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
NOTE
1. BASIN, FRAME AND GRATE
MAY VARY IN NONESSENTIAL
DIMENSIONS.
TOP=23.80
m° BOTTOM=18.50
36" RCP
INV.=19.25
i" ABC STONE
NOTE
1. BASIN, FRAME AND GRATE
MAY VARY IN NONESSENTIAL
DIMENSIONS.
PLAN
TOP=23.80
0
SECTION ELEVATION
SECONDARY OUTLET STRUCTURE
NTS
HEAVY DUTY TRAFFIC BEARING SEE P!
C�O.W. STANDARD SHOOD.
2- 21. ORIENT
NCDOT ROADWAY STANDARD
- - BOTTOM=19.00
FLOW \`
#57 WASHED STONE
FLOW
F`-O* �.
F�p�N
CLASS B RIP RAP
PLAN
RIP RAP WPAnWAI I
ATURAL GROUND
SECTION
ROCK PIPE INLET PROTECTION
NTS
VARIES
a LU b(/
o>�
3 3
I--- 2' - I
NOTE: OUTFALL DITCH SHALL
BE SEEDED WITH 1"
COMPOST/SEED BLANKET.
OUTFALL DITCH SECTION
NTS
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER
FABRIC
SECTION A -A
STONE CHECK DAM
Poo �14
valor,
25.00 TOP OF BANK
BASIN NOTES:
1. RESTORE BASIN TO DESIGN SIZE AND SHAPE UPON
COMPLETION OF CONSTRUCTION AND STABILIZATION OF
1=13.05"/HR SITE.
SHWT=16.50 2. REFER TO LANDSCAPE PLANS FOR SOD SPECIFICATION.
20.00 BOTTOM
*AVG. 1-2 & 1-3
INFILTRATION BASIN SECTION
NTS
NO. 840.03 OR APPROVED lJ ll CASTING NOTE: 2'X 2' (MIN)
EQUAL u u DROP INLET FRAME &
NOTE: IF PRE -CAST BOXES GRATE SHALL BE HEAVY
ARE USED THE CONTRACTOR CONC. COLLAR DUTY H-20 LOAD RATED.
IS RESPONSIBLE FOR CONFIRMING COORDINATE TOP WITH
THAT THE PIPES CAN BE INSTALLED BOX SIZE & GRADES.
TO THE GRADES SHOWN ON THE CASTING NOTE: USE
PLANS USING A PRECAST BOX 6 STANDARD 2' DIX PLAN
PRIOR TO CONSTRUCTION. MANHOLE FRAME AND
8" COVER. H-20 LOAD 2'
26" MIN. CONCRETE BRICK RATED CONCRETE COL ASPHALT PAVEMENT
OR PRECAST NON TRAFFIC AREA
4"
ao
r -T
14 O 12" EACH WA ONC. FIG.
857 STON
TYPICAL CATCH BASIN
NTS
P ELEV. VARIES
(a a
o ELEV. VARIES PIPE
(D SIZE
PRECAST OR BRICK PIPE COEC STEOMASON VARIES11 "
MASONRY. H-20 LOAD ARIL STEPS 12" O.C. H-20 LOAD RATED 6" w
RATED. w FLOW 6"
FLOW 6' 4'
6" 4•
3000 PSI CO _
3000 PSI CONC. 8#57 STON
< o0
8' #57 STONE SEDIMENT TRAP
SECTION
SECTI SEDIMENT TRAP
JUNTION BOX DETAIL DROP INLET DETAIL
1a1s�,.y ,NIZS
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
24 HOURS OF EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT
WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF
#4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR
TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE.
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCT.ONS FROM THE FLOW AREA. THE DIVERSION
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY
STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE
STEEL STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8
FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE
USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT.
ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE
REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED
WEEKLY AND WILL BE KEPT CLEAN.
7. LAND QUALITY REQUIRES:
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS.
WATER QUALITY REQUIRES:
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORfZONTAL TO
1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14)
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UN11L A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
28% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
20% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7-14 DAYS OF THE COMPLETION
OF GRADING. SEE EROSION CONTROL AND MAINTENANCE NOTES.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
t CROWN OF TREE IS NEEDED FOR LEAF
\V ROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
i INSENSITIVE PRUNING!
DRIPLINE
01
ss( /Z�jj�
S /
I � r
PLAN
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
AT "DRIPLINE' OF TREE ELEVATION TREE CANFA L AND REMOVED,
AMAGE
AND PROVIDE TREE WITH PROPERTY.
MOISTURE AND NUTRIENTS. SEE NOTE 2 &NOTE 4
SEE NOTE 1 & NOTE 4
TREE PROTECTION DURING -CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION C6USE WATER AV AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE
SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS
EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR
SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS
WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH
LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT
IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES
AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY MICHAEL UNDERWOOD AND ASSOCIATES PA AND PROVIDED BY
OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
Ili, FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
UTILITY NOTES FOR FIRE HYDRANTS
1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT
CONNECTION.
2. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE
APPARATUS PLACEMENT.
3. LANDSCAPING AND PARKING CANNOT BLOCK OR IMPEDE THE FIRE
DEPARTMENT CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE
SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE
HYDRANT CONNECTION AND THE FIRE HYDRANT.
4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
CONSTRUCTION OF THE BUILDINGS.
6. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO
COMBUSTIBLE MATERIALS BEING DELIVERED TO THE JOB SITE.
7. THE CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR
EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
8. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET
INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE
BY VEHICLES.
9. UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE
PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT
FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE
WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT
910-343-0696 FOR ADDITIONAL INFORMATION.
10. A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES
OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES.
11. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMODATE
BASE FIRE FLOW REQUIREMENTS OF THE STRUCTURE.
12. BUILDING CONSTRUCTION TYPE:
Kisting Tree
(/ Dripline
3' Minimum Stake
Height Above Grade
Protective Barrier
--
METHOD OF TREE PROTECTION
NTS
CLEARLY mark the trees to ';ae saved prior to construction and
erect a protective barrier at the dripline.
Dripline-The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
CLIENT
Uew Hanover
Regional Medical Center
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
151 SCOTTS HILL MEDICAL DRIVE: 100-151
DESIGNER
BB
H_DESIG�
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
cD BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and intemational law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Owner -Architect Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PFQE [phone]
[phone]
[e-mail]
licence #C-3641
REGISTRATION
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ISSUE
No. I DateF Description
PROJECT NO: P1308.00
CHECKED BY: QC BY:
DATE: 02.17.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
2/17/14 GENERAL REVISIONS:
Changed DI TO JB and relocated, relocated DI and RD.
Added 1' IRR line, added SSCO and pipe. Added TRM
matting at ditch tie in. Added stone check dams to
infiltration basin. Added to tree removal (2) 8" oaks, (1)
12' oak. Changed 24' valley gutter to 18" mountable
curb and added detail. Added s'ignage and pavement
markings, added 15'x30' heavy duty concrete in lieu of
asphalt. deleted walks and pavement markings to future
helipad location. Revised MRI pad layout and grades
added MRI section detail.
SHEET TITLE
NOTES AND DETAILS
{
BY.
1 o 2 -- 0 3 e 4
0

1
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2
3
4 5 6
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a
C
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CLASS A CONC
ASPHALT
TYPE A ST(
4" TYPE ABC ST
COMPACTED SUBGR
0■
T innv. IJVIVII r-%V I L_U J I %JIVE_
CONCRETE FLUME
NTS
RESERVED VM„ ACCESUE
PARKING
® NIA ro BE 0.LT TO STANTED
AURY�IUM. BOLT TO TREATID W000
ALaIMLUM POST Wtili 3/B' CAM*
PLATED NUTS, BOLTS & WASHERS.
r• tY i,
=00 AND BORDER - MEN
MH1E SMM ON BILE BACKMW
BL-8
A iIMINUM OR TREATED 4'x4' WOOD
MAXIMUM VMI
PENALTY
$250 3/E'jTYP) 3A
LEGDO APO BOFM - GREW LEGEND no BORDER - mix
BACKGROUND - VHrrE &OOMOUND - WMIE
Iym
TYPICAL HANDICAPPED SIGN DETAIL
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
SPECIAL PAVEMENT 1n
SEE IANDSCAPE PLANS 1 2% MAX.
O
f--- 2.0- --�
TURN DOWN WALK SECTION
NTS
6' CONCRETE (3000 psi)
4- NCDOT ABC STONE
�- bX6 w214xwz19 IrwM
- Jj
_T O • ~ O-
COMPACTED SUBGRADE
NOTES:
I- CONTROL. JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL. PAVEMENT
SECTION.
HEAVY DUTY CONCRETE PAVEMENT SECTION
NTS
co
E
%IA/I.7/IIg,I 1101
II/ 10111M. I�iJ
1 1 /2"R
0
I
FLOW LINETYPE ABC STONE SHALL
CURB SECTION ON SITE EXTEND 6" BEYOND
CURB & GUTTER
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
CONCRETE LANDSCAPE
SIDEWALK AREA OR
48" PERMAN E
TLY
STALL
s�
0
000
LANDSCAPE
AREA OR
PERMANENTLY ha
INSTALLED IF PEDESTRIANS DO NOT CROSS THE
ELEMENT CURB CUT, THEN SIDE FLARES ARE
NOT REQUIRED AND CURB ON BOTH
PLAN SIDES MAY RETURN FOR FULL DEPTH
OF THE CURB CUT.
* SEE NOTES ON DETECTABLE WARNING
SEE NOTES ON
ASPHALT FLUSH WITH DETECTABLE
TURN DOWN SIDEWALK WARNING
0
N 2% TYP. L''1 J
o
a;,L 0
2% TYP.
Q
00
N
HC HC
--- 8' 8' - - 8' ----�
HANDICAPPED RAMP DETAIL
ms
WHEEL CHAIR RAMP
NOTE:
1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA
GUIDELINES:
2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE
CURB RAMP OR FLUSH SURFACE.
3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE
ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP DETECTABLE
WARNING EXTENDING THE FULL WIDTH OF THE MARKED CROSSING.
4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES
WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL 0.2
IN (5 MM) AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 IN (60
MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER
LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE
CONTRAST SHOULD CONTRAST BY AT LEAST 70% - REFER TO ADA
GUIDELINES FOR DEFINITION OF "CONTRAST".
5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART
OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR
SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY
OR SOUND -ON -CANE CONTACT.
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
3/4' REINFORCING BAR --J
IMBEDDED 18' INTO SUBGRADE.
EDGE OF PAVEMENT
OR OBSTRUCTION
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
7/8' DtA. HOLES
CONCRETE WHEELSTOP DETAIL
NTS
2" SF 9.5 B SURFACE COURSE (NCDOT)
-6" TYPE ABC STONE (NPDOT)
COMPACTED SUBGRADE
I
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ASPHALT PAVEMENT SECTION
2'
6"
1 /2"R
1
CLASS A CONC.
a
ASPHALT 4 3'
3„R
° s: O
. a 'A
TYPE ABC STC IFLd-
e
4" TYPE ABC STONE
COMPACTED SUBGRADE
SPILL OFF TYPE ABC STONE SHALL
EXTEND 6" BEYOND
CURB SECTION ON SITE CURB & GUTTER
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
2 /4 BARS
CONNIIIINUOUS
NON -WALK SURFACE y y
Y Y Y Y Y Y Y v Y y v -
Y Y v Y Y v Y v v v y Y Y v
Y
v v v v Y v Y Y Y Y v v v Y
Y Y Y Y Y Y Y Y Y
v Y v Y Y Y v y Y
6' x 12' CONCRETE CURL!
DETECTABLE WARNING
SURFACE SEE R.S.D.A! 848.05 a deb o y Y y y y y y y y
LANDING WIDTH
-
\�\
24' CURB & GUTTER \ I v Y Y
\ \ \ \ SIDEWALK WIDTH
0823% (12:1) MAX RAMP SLOPE S'M
OCROSS SLOPE: 2.00% \ \
30 CURB RAMPS REQUIRE A (4'--0) MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
HANDICAPPED RAMP DETAIL
NTs
6)''A i1-)
y; N
CN
':.
1.
0°0°°0°00°°0°0°0° ° 3000 PSI CONCRETE
O°OO°O °OO°O°O°O
4" ABC STONE
18" MOUNTABLE CURB
NTS
- 24"
12' 12"
#5 REBAR 0 00
12" O.C. 4 r. ♦ 'f i a f. e. �".•
•� O
. A T
080 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 "
°o°o°, o°o°o°0 o°o°o°o°0 4 ABC
STONE
3000 PSI #5 REBAR CAD
CONCRETE 11 " O.C.
REINFORC`D VALLEY GUTTER DETAIL NOTES:
NTS 1. SIDEWALK THICKNESS BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS ($C . SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6, AT DRIVE"YS.
4. THICKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
COVERS ARE REQUIRED AT 50 MAX. AT SIDEWALK JUNCTIONS,
6. PROVIDECA LRAEYER OFF D AS BLDDG. ON
EL BE-�WEEN WALK AND ADJACENT JOINT
TOOLED
PARALLELING CURB OR STRUCTURE.
1 2" EXPANSION
1-1/2" SF 9.5 A SURFACE COURSE (NCDOT) CURB INT 30' MAX. SPACING J MATERIAL
2" 1 19.0E INTERMEDIATE COURSE (NCDOT) EXPANSION JOINT (E.J.)
7" TYPE ABC STONE (N DOT) 1/4"x1" DEEP w/AN
1/8"R TOOLED JOINT
COMPACTED SUBGRADE
' CONTRACTION JOINT (C.Jj
NOTE: PAVEMENT SECTION MAY VARY BLDG.-STRUCTURE
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE ELM
w/OWNER & GEOTECHNICAL SIDEWALK JOINT DETAILS
ENGINEER TO DETERMINE NTS
ACTUAL PAVEMENT SECTION.
HEAVY DUTY ASPHALT PAVEMENT SECTION
KTa
ROAD SECTION
NTS
m
CtfANNELIZfNG ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
v�
Z .
O�
>-
E-
r 0 rI O
WHITE GORE LINES
-Z U
,mlZ .�=D
00=n-i
LL_j
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rf-. --- - - --- --- --- --- 2..1
f�UO�
=NOp
O
LLI
O
D D >
TE
DIAGONAL WINES
O 1 paC
"r
O~
(CHEVRON)
f'>
O_
n
L1.
MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS
..
DOUBLE YELLOW
_. CENTER LINES - _
-
- -
.
2
1
rn
-
-
r.YELLOWLL
S fB
(2AGONALPE�NES
N
3 w
3 K p
EDGE OF PAVEMENT OR SHOULDER ISLAND
gym'
�o�t:g
M 0
D
MEDIAN OR E E.O.T.YELLOW'
EDGE LINE
YELLOW
DIAGONAL LINES
0'Cn
Q
-A.
(2:1. SLOPE)
2
d C
[`
R =
1
zz Z LLl
Q
oZ
W.
En
<
TlJoe-
1
J d.' .
_
WHITE. -
- OUTSIDE E 0 T. DIAGONAL LINE
OR.SHOLLDER
WHITE
IN
EDGE LINE
W
(2:1 SLOPE)
GENERAL NOTES
"D" LEGEND
1- SPACING OF DIAGONAL LINES(TYPICA1.tY EQUAL IN FEET TO THE POSTED SPEED LIMIT)..
..
...: ...
2- INCREASE SPACING OF DIAGONALS TO 200' OR MORE-.ON.INTERSTATE ROADWAYS..
.... E.O.T.= EDGE OF TRAVEL
3- ADJUST SPACING OF DIAGONALS DEPENDING ON'.THE LENGTH OF THE ISLAND. SPACING
MAY BE ADJUSTED AS DETERMINED BY THE ENGINEER:
M DIRECTION OF
0 TRAFFIC FLOW SHEET
MEET 1 OF. :1
1205. On1.
205
1 OF i
. 0
" �
1205
v
" 171
HI-VISIBILITY CROSSWALK
STANDARD CROSSWALK
oco
U
b.-4--1 >
H =
=-n D n M
- �z�
SIDEWALK
OOa=z
2 Z -
w<<U-x
MIN. 6' MIN. 8" WHITE
< U N O H
• O O�.y
C7
wGR
z
PEDESTRIAN CROSSWALK LINES
CR K CROSSWALK
= Z W
U O O" J
D=.Z
i>
zFN
0)~
Z
24" WHITE
CROSSWALK LINE
� O
24 GAP
24" WHITE
SIDENALK
CROSSWALK LINE
m
z
o
'p r
WCR
U_
H
y co
m < =
z
j 3 U
10' YIN. WIDTH
3
DzZ
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0=tr
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v
0 �,,,
0
GENERAL NOTES
Q
Q W
W
N
1- THE MINIMAWIDTH OF STANDARD CROSSWALKS IS 6 FEET. THE MINIMAWIDTH
CD :E ~
Cl)
Z
OF HI -VISIBILITY CROSSWALKS IS 10 FEET.
_ ;
vj (n ')
2- CENTER CROSSWALKS TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT DO NOT
H Q LOLL
_n
SET THEM WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
d t1
O
INTERSECTION RADII.
=
3- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT
W
WITHIN THE AREA OF A WHEELCHAIR RAMP. PLACE STOP BARS PARALLEL TO
CROSSWALK LINES, BUT CAN BE PLACED PERPINDICULAR TO TRAVEL LANES.
LEGEND
4- COORDINATE PLACEMENT OF CROSSWALKS IN ALL CASES WITH THE LOCATION OF
« DIRECTION OF
WHEELCHAIR RAMPS. (SEE SIGNAL PLANS).
r TRAFFIC FLOW
ZENjyCj) WHEELCHAIR RAMP
3EIEET 1 OF 1
1205.071
SHEET 1 OF 1
1205.0
2% SLOPE 2'
15'
EXPANSION
JOINT
8'-4000 PSI CONCF
Pioj5K RI=1�41zo6
0.125" IN 10'
0.10% SLOPE
7NCRETE L 24" CURB AND 6" ABC STONE. EXTEND
DEWALK GUTTER. SEE 6" BEYOND CONCRETE
DETAIL
MRI CONCRETE PAD SECTION A -A
Rfr
New Hanover
ROW. nal MMical Cent
NORTH CORRIDOR
EMERGENCY
DEPARTMENT
151 SCOTTS HILL MEDICAL DRIVE: 100-151
DESIGNER
BBHDESIG
PO BOX 12697
RESEARCH TRIANGLE PARK
NORTH CAROLINA 27709
T. 919.460.6700
F. 919.460.6733
www.bbh-design.com
© BBH Design, PA
Duplication or reproduction by any means without the express written consent of BBH
Design, PA is a violation of Federal and international law. The information contained
on this document is the intellectual property of BBH Design, PA and all rights thereto
are Reserved. For exceptions, refer to the Cramer-Archited Agreement
CONSULTANTS
NORRIS & TUNSTALL
CONSULTING
ENGINEERS, P.C.
1127 FLORAL PARKWAY SUITE 400
WILMINGTON, NC 28403
PFQE [phone]
[phone]
office@nktengg com
licence #C16- 41
REGISTRATION
CA R0 �.
GO
SO
1�1 �
ISSUE
No. Date Description
PROJECT N0: P1308.00
CHECKED BY: QC BY:
DATE: 02.17.2014
CONSTRUCTION DOCUMENTS
KEY PLAN
2/17/14 GENERAL REVISIONS:
Changed DI TO JB and relocated, relocated DI and RD.
Added 1' IRR line, added SSCO and pipe. Added TRM
matting at ditch tie in. Added stone check dams to
infiltration basin. Added to tree removal (2) 8' oaks, (1)
12" oak. Changed 24" valley gutter to 18' mountable
curb and added detail. Added signage and pavement
markings, added 15'x3O' heavy duty concrete in lieu of
asphalt, deleted walks and pavement markings to future
helipod location. Revised MRI pad layout and grades
added MRI section detail.
SHEET TITLE
NOTES AND DETAILS
1 a 2 a 3 4
o a
5
a
If10 ."4 7Af-%n