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Interior Design Planning
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ADDITIONS
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PLAN NORTH TRUE NORTH
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PROPRIETARY AND PRIVATE INFORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED IN WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME P:\C3441\ •••• 3441.DGN
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
APPROVED C' PROJECT NO. 3441
NORTH CAROUNAENVIRO ENTA1_ DATE 08-31-2012
MANAGEMENT COMMISSION -
:° VtS1ON OF WATER QUALITY REVISIONS:
,..i''‘L'2,59:!f: R7
flECEIVE
OCT6212
COVER
S T E WA R T
421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051
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RALEIGH,NC 27601 www.stewartinc.com
T 919.380.8750 PROJECT#:C10035
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07. 19.79 14.79 06. 22. 98 17.65 1
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PROPRIETARY AND PRIVATE INFORMATION.
THESE DOCUMENTS SHALL NOT BE DISCLOSED,
14. 20.96 15.34 13. 21 .30 17.92 DUPLICATED, OR USED IN WHOLE OR PART,
15. 18.96 15.56 14. 21 .28 17. 29 FOR ANY PURPOSE, OTHER THAN IN
15. 19.9 9 1 7.31 P
CONNECTION WITH THE PROJECT UNDER WHICH
16. 19.38 16.34 . 0. BOX 433 8509 E. OAK ISLAND DR. IT WAS PROVDED OR DEVELOPED, WITHOUT
16. 20.33 11 .34THE EXPRESSED WRITTEN PERMISSION OF
17. 19.7 6 16.7 4 PETERSON ASSOCIATES, P.A. AND THE
17. 2 0. 7 2 16.64
OWNER/MANAGER OF THE FAcfLITY NAMED
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EL . 910-278-9874 f
FILE NAME P:\C3441\ •••" 3441.DGN21 . 21 .03 18.80 21 . 23.34 17.84
22. 2 2.6 5 21 .64 THIS DRAWING IS NOT TO BE SCALED FOR
FAX: 910 278 3799 CONSTRUCTION PURPOSES. THE SCALE WHEN
23• 21 .60 19.5OINDICATED, IS FOR GENERAL REFERENCE ONLY.
24. 22.51 20.41 F _ PROJECT NO. 3441
25. 19.57 15.81
04 71 DATE 08-31-2012
26. 19.96 16.16 0.44.,.-ro k,r I _
27. 20.07 16.07
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29. 21 .63 19.92
30. 22.77 20.77CEIVIE'.SDMH INVERT DATA
31 . 23.29 20.79
32. 23.34 20.84 # TOP INV.
OCT 1 6 2012
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34. 21 .71 18.79 02. 22.81 17.31 GRAPHIC SCALE
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6. 19.33 17.33 04. 22.06 18.86
r EXISTING
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( IN FEET ) CONDITIONS
38. 21 .52 19.92 inch = 40 ft.
39. 21 .33 19.03
40. 21 .20 19.10 S T E WA R T
41 . 17.42 14.44
421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051 C 1 00
RALEIGH,NC 27601 www.stewartinc.com
T 919.380.8750 PROJECT#:C10035
I 1
DRAWN: CK'D:
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- NV 19.43 DEMOLITION NOTES:
8' 1 1. REFER TO C300 FOR GENERAL NOTES.
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/ ^- 4 CO 8'CO 8 COS, CABLE r� �_ - - 2. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TO OBTAIN
' ` C' A CLEAN EDGE.
/ _.
3. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE.
± IP c 4. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE
t_ PROTECTED FROM DAMAGE AND RAISED TO BE FLUSH WITH NEW GRADE.
/ _.-1 i 5. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
_____ __
j UTILITY PROVIDER. 61111%.111111)
i I I I I 6. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN
-v_ - - ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. re O ri/ 1 - IIYI 38 - - . "" 7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALSciates
DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
• YI 37
d_____I �- j I 8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE NOTED ON
SSMH f - - / � THIS PLAN. Architecture Engineering
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9. LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN AND REQUIREMENTS. n
` r �� _ I REFER TO Interior Design Planning
-- +! r:': 8 I / 1 { ziz REXFORDROADSU[TE o0 6 -
i / _ 1 U 5 S 7a4 3 4 34�
-: 1 U ,i -, `� i ; I 10. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH ALL cHARLOTTE,N.c.282SI Fax yo4-36q-�oso
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1 �r .. " -- I- � pP __._. 11. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION AND EROSION CONTROL PERMIT
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r` I { I iIII 1 \ • ' , -" 12. ITEMS DESIGNATED FOR RE-USE SHALL BE REMOVED BY THE CONTRACTOR, PROVIDED TO THE OWNER FOR STORAGE
SSMH 19 i f f AND RE-USE.
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a-. _ D D 'l -- -' 1 �� DI 15= I j _ ___-�--- ----=--D \, 13. WHERE UTILITIES TO BE REMOVED IMPACT THE FOOTPRINT OF THE NEW BUILDING, THE CONTRACTOR SHALL
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I\ I 7— ATLANTIC EXECUTE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW.
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PP r1'1Q i ,, Sa �'- I I 14. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL BE PERFORMED IN SUCH A ,,� ®° .`�
i_ } I - - °° ? \. MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM. � � � L _ m
" = "" " J ) Q I n LP I i-- 4n I y% o} -_ WV PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURING CONSTRUCTION. - i ` -'3V'1
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W\ - Vdv 0 I 14. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC) SHALL BE PERFORMED IN SUCH A „>f GINO: a aREMOVE I ®®/ / \ (A)
CONCRETE REMOVE SIDEWALK \-. , MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICE INTERRUPTION TO7 ®�° ®�� "'I:
W ( — PADS , aEXISTING FACILITIES TO REMAIN. PROVISIONS SHALL BE MADE TO MAINTAIN SERVICE DURING CONSTRUCTION. °°ed �L -� �
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0LP 0 15"RC 3 REMOVE SITE WALL -r" I 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL DAMAGES TO THE EXISTING DRIVEWAY, PARKING
`� (INCLUDING FOOTING) I REMOVE EX. SHRUBS i '�I ?_}� LOT, SIDEWALK AND CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. CONTRACTOR
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-- c D �DI 19 { REMOVE RAMP & SHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.
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PROPRIETARY AND PRIVATE INFORMATION.
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DUPLICATED, OR USED IN WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED. WITHOUT
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THE EXPRESSED WRITTEN PERMISSION OF
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THIS DRAWING IS NOT TO BE SCALED FOR
I CONSTRUCTION PURPOSES. THE SCALE WHEN
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IPROJECT NO. 3441
1 DATE 08-31-2012
1 1
REVISIONS:
rEEIV1�.`
OCT 16 2012
sY:
,7f��
DEMOLITION
PLAN
GRAPHIC SCALE
S T E WA R T 30 1Nwsi,6c, 15 30 60 120
( IN FEET C200
421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051 /
RALEIGH,NC 27601 wwwstewartinacom 1 inch = 30 ft.
T 919.380.8750 PROJECT#:C10035
I
DRAWN: CK'D:
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I I BUILDING RAMP; SEE ARCH. NEW CURB AND ASPHALT
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ra,� �,alet /N; �- '- / II I GENERAL NOTES:
,,\ . i1 i _ �! NOUR l:d NEW STAIRS WITH CONCRETE
KNEEWALL
,, -- = - 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE
�_ _ - - -- —�` y- _ Li) CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
�� I - I I GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND ���������
_I<G 4 SPECIFICATIONS. �� �� �i�
---7
�� r �i �� a NEW SIDEWALK i I I I O ``,.„.,\A CARO��,,,,.
L� { EXISTING
Rg, lJo , j I �I 2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART ENGINEERING, INC., p� ....a'ARcyy�,,,%, ',�
;;,a� i �j IT lyl (- . UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS �,ee- F�.,;�
OFFICE
- o © . PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S - e� c = '
r I S X NEW — iii,,CERT. N0. 112 � —
'yaZ' «� ' ,� REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. =.-o a: ,e�1 \ j I Charlotte, N.C.,�.I � L� ;I ®eoeeeune I Q• -
� �,. Q ,� I ,� ,: II , � I BUILDING ,„ - I I - ; �" I , 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY FL m_; i' L ' t— - °� ADDITION / CORP; �.LE=' U IM �_di 1011 I F� f / i ` I UOTILITIESG OCATEDSAIT LEADSIT 48NDHOU SD PR OROTOTBEGINN NGICDEMOLITION,NEXCAVAATION OR ANYEOTHEREFIORM OF ��� ASSOG�P���```
j > � ;(� I /,/ 0„ ._,,,_ / N� I,,, CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVE OF ANY
/ I 't` J , „-, / `. DISCREPANCIES OR CONFLICTS.
1. •'
i I
s J�r- - f �� 4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE
. ' �I �i r__ / - -...� f r�r LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE
— - - _ 7 n „ �L od I , / RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
NEW S «'I )� I - / REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
ig BUILDING I.. _ i /
La ' A \` I I EXISTING i' i I I 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE
I ADDITION _ 4 j RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT
® I ��_; � ------.- I THE CONTRACTOR'S EXPENSE.
w I ir77 OFFICE
♦
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6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS,
f
l � L �� —., «. - ®�- Li , I CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
ence BI rnZene sror<, , f .� I
ill - '� '1
se, „ �� _ �L� - •; I I 7. THE CONTRACTOR SHALL MAINTAIN 'AS-BUILT" DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR
N
5N5� rE I �+
- -- 4 I� REPRESENTATIVE AT REGULAR INTERVAL OR
i` _. .zr - ;11 E I I F TO CONCEALMENT. DRAWINGS SHALL BE PROVIDED TO THE OWNER'S S,
J :_ s( cir '• I ;„; ? i I AS REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING,
• 8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
--, C.\ , ..
--- -0 -
�- 7 '� 1��` ��o !_ DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE
�. 1 r ivle
dam, fi,. FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN '
/ ( IE'11� AI"ID. f ' 1 .. .
PERMISSION OF THE OWNER'S REPRESENTATIVE.
9 I
eU o OVER HEAD UTILITY RACK
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO SOUTHPORT, NORTH CAROLINA
( BUILDING RAMP; SEE ARCH. EXISTING �' COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
x i
PLANS FOR MORE DETAIL EX. TRANSFOMER OFFICE �`'
COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
SEW FLUSH a NEW SIDEWALK PATIENT ROOMS
F-1m i CONCRETE \. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
�URB 80 / MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE EXPANSION AND
_ 1 / ON A DAILY BASIS.
VE X 23'ICE ' —_ �� AND/ORRENOVATION
_ _ CONCRETE NEW PLANT 14 GRASS PAVER 11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS METHODS ASSOCIATED
VEHICULAR PAD WITH THE PROJECT AS SET FORTH IN THESE PLANS.
ADDITION he �� � _ f
- `i • '' 1= / f t? SITE NOTES:
'- ASP —A � I
. WTI PATIENT
SCREEN / , -�- NEW f � °P 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION
.� = / -,� - LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
ING
WALL, SEE i E�e. F I- E - c` �'� , -' ,�
ARCH. DWGS - i E I- PLANT / ,';5"'a r '' THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE
�h ' I L 1 .3' 0. FIELD ADDITION f f \` COMPLETION OF THE PROJECT. , I ,
NEW STORAGE ' N^" f [ �; / i / 2. THE CONTRACTOR SHALL REFERENCE THE LANDSCAPE PLANS FOR DIMENSIONS, JOINTS, AND INLAY SPECIFICATIONS
J 1 ,III TANK AND a `�E f"zI F I - / f ) r
/ NEAR BUILDINGS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS EVERY 10 FEET (MAXIMUM OR AS INDICATED
CONCRETE I ' ON LANDSCAPE PLAN SHEETS. '
v FOUNDATION; SEE - I
• ARCH PLANS
3. THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY
SPECIFICATIONS NEAR THE BUILDING. THE CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS EVERY TEN (10)
' / j y`4. / FEET MAXIMUM, OR AS INDICATED ON ARCHITECTURAL PLANS SHEETS. /
\ \ \
!i i � �� 1'
�' %>> � °'- ��� - / 0 4, REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.
2 �Y ... ,r,__ I CO\C. SIG\
-= ✓ r ��� ` 5. ALL DIMENSIONS ARE IN RADII TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS
°tea. \y OTHERWISE NOTED. CENTRAL ENERGY PLANT
x ' C' - r� �` ADDITIONS
jt\Y; - '' k: i1� --e,,,24 k 6. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES SHALL BE A MINIMUM 6.5' WIDE AS KEY PLAN
I / ~ ' MEASURED FROM THE FACE OF CURB.
l
"-_ — — /
•
7. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OR OCCUPANCY. PLAN NORTHTRUE NORTH
l'i j� 4A--
\Z OZ
.. �,�_ �_ N� � _ ..� SITE LEGEND
_ — — — — — — — — — STAMPED CONCRETE PATTERN
— — — — — T: PROPOSED BUILDING
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.. , ,r, 4 0 .. .. ��—� r ;� v..A,#� z�%,:��,- .�_:; ._.,.:�< .. ,.� � SHALLE NOT BEDISCLOSED,
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9 THESE DOCUMENTS
L L PROPOSED CONCRETE SIDEWALK
DUPLICATED, OR USED IN WHOLE OR PART,
'' ANY PURPOSE,
HER PROJECT UNDER�"{ y,�x FOR
IN
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IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
e ,Tho, PROPOSED HEAVY DUTY PAVEMENT PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
- /. ,
I ,/ / PROPOSED GRASS PAVER ABOVE.
PROPOSED CURB & GUTTER FILE NAME P:\C3441\ ••"" 3441.DON
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PROPOSED CIP WALL. ; ter, :--•-- -- w„„ u-s-s-g_�a THIS IS NOT TO BE SCALED FOR
CONSTRUCTION
ON PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
{' PROJECT NO. 3441
DATE 08-31-2012
I 1
REVISIONS
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421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051
RALEIGH,NC 27601 www.stewartinc.com
T 919.380.8750 PROJECT#:C10035
DRAWN: CK'D:
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. 05-AD H - INV: 17.00 ■
IEXIS ING INV: 17.40 RIM: 18.85
�•� ', I OFFICE 21.10 6" PVC ROOF . INV IN:16.32 ��wiiui�i:lit
LEADER Q 2.00% Allik ' INV OUT: 16.22 OFFI (
��t CA ��I� '- I - El �/ I \ I - - -----.,,..�-_ I SLOPE �/-1 - -- ff N.,: - 1I }` 20.80 21.20oINV: 17.00 , :�p,� ARCy�,,,,.9'�%
YI 24 I 1 ` t I 21.05 20.95 {1 • ;o,�` °a.
s I �� I /' /----\ \ - t -• :cD CERT. NO, 112 A'
r I �'0 :w y: Q
t 1 i 2�1 p -C�
j INV: 17.4 0 5 n Charlotte, N.C.,.: :1
21.25
�.t0.<.0 INV: 17.30 / F,"' '',
GC OC3C, 11 06 D, t EXITING v � X 21.43 P �,_ � �
F�
' I 1 � _ i ry � 'A ." CORD• ...... -s, `
i �y 07-AD OFFICE 1 \ 21.05 - X 21.47 T F P U
� f
21 z it.„iiiASSO,,`��t
" �ot. FFE =.21.30 ..' `� 1' WM , . v p- d e 21:15 I \ \
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,I EX. FFE - FFE -
1 % _, 21.30. FIELD 21.30 / f , p 20.75� /
}} 1'
4"CO I L' l J � - .� MATCH EXISTING ELEVATION '�
I r':' VERIFY %" �_ - ,�I�'
�'` __ 45D CO I • • p b
21.25
EBRICK Sl y' CO SSMH 1 :;;I , ``N %1.S"Ub =+1 'r` i"//� l I 1 ASA P / \ / 21.25 /
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S`___.. 5 SSMH 7 MHz GRADING INSET A t J'� 'yam o
SS I �I N
�.._ � . e. _ 10 ��� 21 . 30 • FIELD 21
,r� ,���,� HUW STREET 9 -s _ 8' .� ,� (, �� ��. I� '. ' - _. DOSTIER
1 ici _ SSMH 8 .,__...SDMH ---�5 --S ��e „iy.;> �,� _ " IMATCH EXISTING ELEVATION '
I ? III ..
-__ fERIFY
GRAPHIC SCALE I a I SOUTHPORT, NORTH CAROLINA
40 0 20 40 BO 180
I
o u 3/// I
PATIENT ROOMS
( IN FEET ) �- �- „M '� 2075 •
i EXPANSION AND
\ 1 S I
1 inch = 40 ft. 1 ,t � / I- RENOVATION
,,e x- / - - --// / I
,�;. ':�' '17 Ill PATIENT
�� / I WW,1113ENT
I / , ,--- r -
E ME NM M
\ / -- `- r
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, �`
/ RIM: 21.35 EX 22.71 , •
EX 22.67 / INV 15.00 INV IN: 15.35 g STORM DRAINAGE NETWORK GRADING LEGEND r /%
TIE TO EX GRADE \ \ TIE TO EX GRADE ✓ 6 _, ,, �'
TYPE CODE: TYPE CODE:
TC 22.20 € I \ I '`- , _ = PROPOSED MAJOR ELEVATION
BC 21.70 ; c AD AREA DRAIN L-AD AREA DRAIN OWNSTREAM
I I -- f ' }: _ „ f �` FES = FLARED END SECTION L-JB = JUNCTION BOX PSTREAM STRC SAC PROPOSED MINOR ELEVATION
1 23.21 EX TC 23. 5 s- �� /
22.71 EX BC 22.55 RIM 21,60 Oa - 20.36 • p JB = JUNCTION BOX UPSTREAM 2Uv- - EXISTING MAJOR ELEVATION
` ` - �''� _ _ l �, DOWNSTREAM
( �� RI = RISER
� GRD. ELEV. GRD. ELEV. EXISTING MINOR ELEVATION �,��
9 vR�PN __ J _� �� (FLOWLINE) (FLOWLINE) PROPOSED STORM DRAINAGE ��1
1 3 0 -
F O\S� N TC 21.95 ADJUST ELEVATION AND 1S' SO
��S O N BC 21.45 �-'"�' s FLOW g� CENTRAL ENERGY PLANT D/ ----- - �\M CONVERT TO JUNCTION BOX ,-- .S,lo �� PROPOSED CATCH BASIN ADDITIONS ,
J T 30! RAISE RIM TO PROP SO ED GRADE. '-UPSTREAM INVERT M
/ q� I - PROPOSED JUNCTION BOX KEY PLAN
Bc 21.80 V
, 2/ DOWNSTREAM INVERT _
7 EX HIGH PT 22.48 RIM 21.35 t _ CASTING TO BE ROTATED TO BE
2-2 •�ti .. -,, LOCATED OUTSIDE OF THE NEW CONFIRM PROPER
- CURB AND GUTTER CLEARANCE IS PRESENT • _ PROPOSED AREA DRAIN PLAN NORTH TRUE NORTH
BETWEEN PROPOSED STORM I - NOTES:
____\
C 21.90 - / PIPE AND EX. UTILITIES 1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS. 44.50 PROPOSED ELEVATION
rC 22.81 2 Sp ,► , - BEFORE INSTALLING RCP _ /"� 2. STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR SHALL _
3C 21.31 • EX TC 23.05 \`22.6o ���.43 Li i\ , - " , / ALL BE TO LOCAL JURISDICTIONAL STANDARDS. TC 44.50 1- erve!,
EX BC 22,55 c �, � -` 3. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. 7 BC 44.00 TOP/BOTTOM OF CURB O /TO EX GRADE ° 4 1:10 _ 22�4 ° �. 21.50 01-CB Z/ 2
A 23.45 a / 22.64 RIM: 20.70 ' TW 46.00
22 INV OUT: 15.50 BW 44.00 TOP/BOTTOM OF WALL
IMO P; I 22.20 i
A TC 22.80 �- TC 21.75 TSW 46.00 PROPRIETARY AND PRIVATE INFORMATION.
/ ( BC 22.30 BC 21,25 TSW 22.23 II\ BSW 44.00 TOP/BOTTOM OF SEGMENTAL WALL THESE DOCUMENTS SHALL NOT BE DISCLOSED,
23.50 23.50 / I { �, -.� BSW 19.60 DUPLICATED, OR USED IN WHOLE OR PART,
Iq 22.60 22.45 FLOW DIRECTION FOR ANY PURPOSE, OTHER THAN IN
• 22.70 r ,
GRADING & STORM DRAINAGE NOTES: CONNECTION WITH THE PROJECT UNDER WHICH
vt/ IT WAS PROVIDED OR DEVELOPED, WITHOUT
A :11:111
1. REFER TO C300 FOR GENERAL NOTES. THE EXPRESSED WRITTEN PERMISSION OF
1 PETERSON ASSOCIATES, P.A. AND THE
2. THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0% AND SHALL NOT OWNER/MANAGER OF THE FACUTY NAMED
' [- EXCEED A 2.0% CROSS SLOPE. ADA RAMPS INDICATED ON PLANS SHALL BE A MAXIMUM OF Yc2 SLOPES. IF RAMP "°` ABOVE'
'1
\Nok, 22.65 EXCEEDS 6' LENGTH IT SHALL HAVE HANDRAILS AND IF 5' LANDINGS NOT TO EXCEED 30' SPACING. ` - �' '
�J -ram a `.� .,..
l l'i'i I :` FILE NAME P\C3441\ 3441.DGN
/
if// 3. ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE SPECIFIED. <
I, - - i % I °y I '
''` i / 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORM DRAINAGE _ THIS DRAWING IS NOT TO BE SCALED FOR
IC / % 7 IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND DEBRIS. PRIOR TO CONSTRUCTION PURPOSES. THE SCALE WHEN
A ° OWNER ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE A VISUAL OBSERVATION VIDEO INDICATED, IS FOR GENERAL REFERENCE ONLY.
I TC 22.50 i ..
BC 22.00 ii OF ALL STORM DRAINAGE IMPROVEMENTS 4 AND LARGER. THE VISUAL OBSERVATION SHALL BE PERFORMED IN THES T E WA R T zi
%� PRESENCE OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE PROJECT NO. 3441
/' TSW �22.90 i \ ; ENTIRE DRAINAGE VISUAL OBSERVATION. DATE 08-31-2012
23 / BSW 70.94 //.
/ / \, 421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051 I I
II �' BC 22.80 -'r%/ ; ' , / 5. REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION RALEIGH,NC 27601 www.stewartinc.com
23.10 `/'� / i- I T 919.380.8750 PROJECT#:C10035 REVISIONS:
<r f _ / - - TSW 23.57 / i I 6. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES, UTILITIES, SIDEWALKS,
,,-„.4-;, .'\ >,T' - BSW 17.60 ,, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND
a \, : I l ,41 `�.�-- /� \ WASHOUT.a 4 fi -- \ RECE.�Vi
a a °Q • C I . ��� TSW 23.57 ,'
7.3.50 L 23.40 1 TSW 23.57 \ r:Bsw_19.60 �.!,- ' I �_-n 7. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND PREVENT PONDING.
f`c �y�l 22.2�. �� I -, A OCT 1 2�1�
�� a /A t '�����' __ __ �� ti ,`°, 8. TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD VERIFY LOCATE
:\_ - \ ioy eeeoe+`��•a/ sw
_ ' � ` AND INSTALL WHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF LEADERS DAYLIGHT AT GRADE A SPLASH RY.
„_, ..<..-r.-., .:,_. TSW 23.57 /� i r ----- �s BLOCK APPROVED BY THE OWNER'S REPRESENTATIVE SHALL BE INSTALLED.
23.50 go g• ' 1
'"` "` B 20.94 `` `'
�fNodR
. ..... _ `• „%3 ,_,_ . __ '_.... �,� ,- I `_ NOT EXCEEDIN ANY DIRECTION.
`. _.3- -....___--:,=. ,- . .„.._ . =mYyt_ ' 9. MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL 2
%'?:�--. _ 'YW'r "€:y'"." ;._'fir`=F,: _ -= mow__„ ---__= o . ^"'N t
-,��K.:-�.t'a.�'ar;�.-:ix-r,::::-�_s�'3^�ii:'.�' :dr�2 t£=:-� '�'.f:",.�".�- = ..=:�l;a_:;-=!`�= •e E ii V I• `�`� i
_ ---.-, t W 7 .'.,. . - '' ' i i r 10. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES SHALL BE USED IN CASE GRADING &
i ;` OF DISCREPANCY.
TO
tipi ` 4�, ,:e„ z _ .; ';, N A ' RAISE METER TO PROPOSED / I
:.�, STORM
=•'=`=yK -Crii ...;-- ,3., : GRADE. CONTACT ENGINEER 11. PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL PROVIDE THE OWNER
tr«K s x '- , <a_. , ate= .. _:: My" <.t.; 1
_ ,. 1, < ,{_- ,tom_t=: ,:z' _ ., y.w-w.- =-- IF A CONFLICT IS PRESENT I WITH A VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH PUBLIC AND PRIVATE). THIS SUBMITTAL MAY
:y.w,..,. ._,.. -`3 __= `. -f ;=-u. WITH METER AND PROPOSED I L
\bIll'
t .. % . NEED TO BE REVIEWED AND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO THE ISSUANCE OF THE BUILDING CO. DRAINAGE PLAN
tom.___ _= - __ ✓ WALL
1 -r; r. . ls ,<:.;:,;_: . ;; 0 12. PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL
�-" ' _.. - -�' COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL
___:: - ';. '; ,=:a :;" �__ - COMPACTED BY HAND-OPERATED TAMPERS. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES TO
14': REQUIRED ELEVATIONS AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL TO NOT
❑ r
--- � / LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYER OF BACKFILL`j = h _r $ . COMPACT SOIL TO NOT LESS THAN 98 PERCENT OF
_ ..s.- <a. ~..,. $...aw- 3< f OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE.
" s I .' MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYER OF BACKFILL OR FILL MATERIAL FOR THE
GRADING INSET B FINAL TWO FEET. I 1
1"=10' DRAWN: CK'D:
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FLANGE SEAT peterson
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Architecture Engineering
Interior Design Planning
STANDARD TYPE J `4•. FINISHED GRADE
21/5REXFORDROADSUITE5oo 704-364-340o
u J L . . . ., 7 43 47
1 / CHARLOTTE,N.C.28211 Fax o - 6 - 080
1'-1 1/2" (UP TO 20 FEET IN DEPTH)
8• NC-ENG-LICENSE NO. C-0508
[1
STANDARD STEPS FINAL BACKFILL
J L. 16" ON CENTER STANDARD MANHOLE 'N METALLIC LOCATOR TAPE
SHARING AND COVER FINAL BACKFILL BSTALLED FOR
LLBONO—NMBE NETALSHEDPIGRADE.
UNDISTURBED SOIL
G
8" WALL THICKNESS •
1'-11 1/2" J: �� I' .::r:. :.: :.::::. :. ... `®®tip{6nt�a�es,/,9,r6,
TOP VIEW a TOP DESIGNED I:.' Q% `0 g9
2'-0"
s
° FOR HS-20 LOADING I:.:.:...... .". .... 2'-0"... e���S
FINISHED GRADE GRATE " S
UP TO 20' MAY BE FLAT OR I` UNDISTURBED SOILm
7 �- 48" I.D. C INITIAL BACKFILL • .. • d` pt�. L
° ECCENTRIC CONE e �.
MIN. INITIAL BACKFILL •
/`•:. 183 :. "
I I=III•
II I I- - = II ♦ ErfAllkill /:..... ::...... 4
". GINS .ae. A "�II—III—II \ I--77-771:71-117717-
H I 1-1 I I\I, 5 PLASTIC CEMENT PUTTY OR ®® "70.-®FA Q.
8„ f BUTYL RUBBER JOINTSIlitaliritill ,
: : E
7 SNE (SE NOTE 5) ®A®®� ea �sQ'
SPRING _INE d
2'_0" \\ .... === == HAUNCHING i�
6" #67 STONE j RADE
I /////� „\\\\\� WHEN ROCK IS 6" O.D. OF PIPE " 6" MINIMUM SIDE CLEARANCE + •C i �`
.............. . ...... ....... ... ............
1" OF 1:2 CEMENT— Vi .\ "" • ENCOUNTERED P-
PLASTER /////� 2 —6 \ \` A 4" BEDDING
//�V/ BRICK AND MIN. 6" THICK WASHED 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE I
�� MORTAR INVERT STONE BEDDING WORK WELL UNDER BOTTOM
OF PIPE 6" O.D. OF PIPE 6" MINIMUM SIDE CLEARANCE
_EA t'//, ..,, f,\N 3'-0" NOTES:
12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE
8" BRICK 7//Z./ \\\\\ MIN. GRADE -
//A V/, �\`� 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
t����������
'�//// \\\\\N STANDARD STORM DRAINAGE JUNCTION BOX FROM THE INSIDE FACE OF THE SHORING AND BRACING.
NOTES: `.�.`�N CARo��'%
///1r1 N.T.S. 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE :�0�.•''•0•ARCh%i' /'L��%
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. TAKEN FROM THE INSIDE FACE OF THE SHORING AND THE BRACING. �;;`kck' �c"n 9
7/A rV ! KV 3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
� =c� CERT. NO. 112 �c '
R.C.P ////// GROUT \\\\� �� Charlotte, N.C.ac Q=
//��� \\� 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. Q
////// \\\\� 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN %,��s,'''.•,�OR4•;,,.•''��k���
NON—TRAFFIC AREAS. ��.,�N ASSOG��P`"
//A® � TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS 5. TO BE USED WITH PVC AND ABS.
�iiiiu ui►t��
3000 PSI a a_T�_.
CONCRETE ,, ° • " -d " 6" FOR DUCTILE IRON, VITRIFIED CLAY & REINFORCED CONCRETE PIPE
1"--I N.T.S. TYPICAL TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR
8"
G' o., ABS COMPOSITE, C900-PVC, AND PVC GRAVITY PIPE
SIDE VIEW N.T.S.
Me
.i d p s Rai
SOUTHPORT, NORTH CAROLINA
1'
1 PATIENT ROOMS
WHEN SEWER CLEAN OUT IS
IN PAVEMENT IT SHALL BE
INSTALLED INSIDE A VALVE BOX EXPANSION A N D
WITH A TRAFFIC RATED
SANITARYSEWER COVER. i ,
e 1•
RENOVATION
MUST BE 2" BELOW GRADE
s PATIENT—f L COLLAR DETAIL W} 1I3ENT
DENG
COLLAR SHALL BE CONSTRUCTED OF
3000 PSI 28 DAY STRENGTH CONCRETE
A MIN OF THICKNESS /��/ ��
CENTER CLEANOUT OUT ON COLLAR.
CLEANOUT IN PAVEMENT FINISHED GRADE
CAST IRON CLEAN OUT
CONCRETE COLLAR
�����\C �'` '�'�'�'�i�� K'`��`�4`��' IIIIIIrIA
�I\Ij,I`�\�`s \�,\.�.�. , /
NOTES:
THE FULL LENGTH OF THE SERVICE DITCH SHALL DEPTH MINIMUM 30" CENTRAL ENERGY PLANT
ADDITIONS
BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP.
KEY PLAN
MIN. GRADE 1
CAST IRON, DUCTILE IRON OR PVC PIPE PLAN NORTH TRUE NORTH
SEE PLAN FOR MATERIALS AND SIZE mil EXTENSION WITH PERMANENT
PLUG CAP
2
CONNECT TO \ 1 . I—� a�
SEWER SERVICE �I'I' I'I (" I''-' O O
BARREL OF PIPE TO REST ON COMBINATION LONG TURN PATTERN
UNDISTURBED SOIL Y AND 1/8" BEND
PROPRIETARY AND PRIVATE INFORMATION.
TYPICAL SANITARY SEWER LATERAL CONNECTION
N.T.S. THESE DOCUMENTS SHALL NOT BE DISCLOSED,
DUPLICATED, OR USED AJ WHOLE OR PART,
FOR ANY PURPOSE, OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVUED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
PETERSON ASSOCIATES, P.A. AND THE
OWNER/MANAGER OF THE FACILITY NAMED
ABOVE.
FILE NAME P:\C3441\ •••• 3441.DGN
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
PROJECT NO. 3441
DATE 08-31-2012
REVISIONS:
iiflECEfl/E
OCT 16 2012
BY:
P11111111W, -'111
STORMWATER -
t{ UTILITY DETAILS
S T E WA R T C920
421 FAYETTEVILLE ST,STE 400 FIRM LICENSE#:C-1051
RALEIGH,NC 27601 www.stewartinc.com
T 919.380.8750 PROJECT#:C10035
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DES. JPN
CKD: JPN
DRWN: MVL
DATE: 11/19/01
DATE PRINTED
JAN 3 0 2002
ANDREW AND KUSKE
SCALE : 1 " = 50'
0 50 100 150 C 0