SW6091201_Plansheets_20091209

VICINITY MAP (N.T.S.)
C CITY OF FAYETTEVILLE
7JI ELIZABETH CASHWELL E.S. CAMPUS
L- -UJ / / /1 1C/ /7 / / \ hY /1 lzlI /
PLAN SHEET INDEX
Sheet Title:
Existing Conditions Survey
Demolition Plan
Site Plan
Grading, Drainage, & Erosion Control Plan
Infiltration Basin Layout Plan
Utility Plan (Fire Hydrant Main)
Details
Landscape Plan
Sheet Number:
C1.0
CZ0
C3.0
C4.0
C4.1
C5.0
C6.0 thru C6.3
L1.0
PROPERTY INFORMATION
Property Identification Number. 0426-62-7726
Property Address / Location: 2970 Legion Road in Fayetteville, NC across from the Food Lion shopping center.
GENERAL NOTES
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON THIS SHEET SHALL APPLIED TO ALL CONSTRUCTION DOCUMENTS
AND RELATED MATERIAL IN THIS SET.
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB
SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
BENCHMARK IS AN {INSERT BENCH MARK DESCRIPTION} LOCATED {DIRECTION} OF PROJECT SITE,
AND HAVING AN {ASSUMED} ELEVATION OF {123.45}
3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE
NOTED.
4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE
GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE
LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC MAY BE SHOWN
IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL
CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION
OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE
PLANS THAT DO NOT SPECIFICALLY STATE'NOT-IN-CONTRACT INC)' SHALL BE INCLUDED IN THE BID
COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED
BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES
NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR CONTRACTORS
SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES
BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 48-HOURS PRIOR TO ANY
CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR
RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER-1-800-632-4949). ALL DAMAGE
INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTORS EXPENSE.
6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
7. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE
REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL
LOCAL, STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF
SEDIMENT OFF -SITE DURING, INCLUDING THE PLACEMENT AND MAINTENANCE OF CONTROL
MEASURES, ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC
PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH STANDARD WHITE TRAFFIC
PAINT.
9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CUMBERLAND COUNTY & STATE
REQUIREMENTS.
10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE
SEEDED AND STABILIZED PER SPECIFICATIONS.
11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL REQUIREMENTS UNDER THE
AMERICANS WITH DISABILITIES ACT (ADA). STANDARD R7-8 RESERVED PARKING AND MAXIMUM
PENALTY $250 NCGS 20.37.6 SIGNS MUST BE INSTALLED IN FRONT OF ALL ACCESSIBLE PARKING
SPACES. "VAN ACCESSIBLE" SIGNS MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE. PARKING
SPACE(S).
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED,
INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH
CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
13. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR,
RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL
MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A
CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY GOODEN & ASSOCIATES, INC - HOPE
MILLS, NO - [phone]
15. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES WITHIN THE VICINITY
OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT SYSTEM DAMAGE. FENCING SHALL BE
INSTALLED A MINIMUM OF 6-FT FROM BASE OF TREES UNLESS OTHERWISE INDICATED.
16. AREAS OF SHADED CURB & GUTTER INDICATE THE USE OF CONCRETE "SPILL -OFF' CURB & GUTTER.
(SEE SHT. C6.1, #5)
17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL & NATURAL RESOURCES & THE NORTH CAROLINA DEPARTMENT OF WATER
QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION &
SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER.
18. CONTRACTOR SHALL INSTALL A RAIN GUAGE AND MAINTAIN A MONITORING LOG ACCORDINC TO
NCDENR REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE.
19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING
THE CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY.
20. ALL EXCAVATION IN THE PROJECT AREA SHALL BE UNCLASSIFIED. CONTRACTOR SHALL INCLUDE ALL
COST ASSOCIATED WITH SOIL MATERIAL REMOVAL, REPAIR AND DISPOSAL UNDER THE BASE BID
SCOPE OF WORK.
21. CONTRACTOR SHALL INSTALL 6-FT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCING IN ALL
AREAS WHERE DIRECT ACCESS TO CONSTRUCTION ACTIVITY IS POSSIBLE, AND SHALL BE
MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE
OWNER REGARDING THE LOCATION OF THE CONSTRUCTION FENCE AND PEDESTRIAN TRAFFIC
CONTROL DURING CONSTRUCTION. ALL FENCING SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
Owner/Client Contact Tim Kinlaw - Cumberland County Schools
Owner / Client Address: P.O. Box 2357, Fayetteville, NC 28302
Owner / Client Phone & fax: Ph.: [phone] Fx.: [phone]
LEGEND / KEY ABBREVIATIONS all
' 11111
EXISTING NEW EXISTING NEW Abbreviation: Description: Abbreviation: Description:
CABLEITELEVISION CA CA NOTE BUBBLE (GRADING) N/A �G A/C AIR CONDITIONING L LENGTH, LEFT
CENTER LINE - - ADJ ADJACENT LF LINEAR FOOT JONTO
CONTOUR LINE - - -1 00- - - y100-- NOTE BUBBLE (SITE) N/A OO AFF ABOVE FINISH FLOOR LFT LEFT Architecture
DIVERSION BERM N/A TDBT
EASEMENT - - - - - - - -
NOTE BUBBLE (UTILITY) N/A AL AREA LIGHT
O
FENCE X X
FIBER OPTIC FO FO APX APPROXIMATE MAX MAXIMUM
654 HAY STREET, SUITE 4
FORCE MAIN FM Fftlt PLUG ASBY ASSEMBLY MIN MINIMUM PAYETTEV9.LE,NC28301
PHONE[phone]
NATURALGAS G G ASPH ASPHALT MISC MISCELLANEOUS
LOC POROUS
910.223.2
LIMITS OF CONSTRUCTION N/A LQ
Poeous aAFFLEs ry/q ••1••••.1.:.;.1.�•�••• AUTO AUTOMATIC MON MONUMENT O Copyright 2009
OVER HEAD ELECTRIC. OE OE ••j•••••j• •���� -
6 �� .. ... Gordon E. Johnson, AIA
PROPERTY LINE
PROPERTY LINE (ADJACENT) (� B.O. BLOW -OFF NIC NOT IN CONTRACT Reprod.m.,ifthisil..t
T7 N/A is net pe,mitted without the
I I, I, I,I Illllitl 11111111111111111 POST INDICATOR VALVE
RAIL ROAD TRACKS TrrrrTTriTrrrrrrr TrrrrmTrtnTrrr � B.V. BALL VALVE NTS NOT TO SCALE exprcsseA consv,t of the above.
RIGHT OF WAY R/W -R/W BIN BETWEEN L POWER )TELEPHONE POLE } ��e�m .un�
BFF BELOW FINISH FLOOR O.C. ON CENTER "�°°°"°°t�^'°°"""1itlm
SANITARY SEWER 4-S 4 - 4 S'� Ad 1AUAJ.�,�ad E
iv,!E v®oms
SEDIMENT FENCE N/A SF
REDUCERIINCREASER E3 III BLDG BUILDING O/H OVERHEAD "°I'"'Mp"'°"a
SLOPE DRAIN N/A f SPD � �
mnM mieved EY � tlwn9 b aehr�
SLUDGE RETURN LINE SR SR 4 BOO BACK OF CURB t^ .w ADA ®a
STORM DRAIN -1-- SD 44 SD 44 RIDGE UNE N/A
BOW BOTTOM OF WALL PC POINT OF CURVATURE
SWALEI DITCH LINE - - - __4__ • - BX BOX PI POINT OF INTERSECTION
TELEPHONE T T
UNDERGROUND ELECTRIC UE- -UE- ROCK DAM I WEIR N/A PIV POST INDICATION VALVE
WATER W tlll OF CUBIC FOOT PP POWER POLE
CI CURB INLET PT POINT OF TANGENCY
ROCK PIPE INLET
ASPHALT PAVEMENT PROTECTION WA- CL CENTERLINE PVC POLYVINYL CHLORIDE LANDSCAPE AncxirscnmE
(STANDARD) [ - - - - ] CMS CONCRETE MONUMENT SET PVMT PAVEMENT ENGINEERING
PLANNING
ASPHALT PAVEMENT (HEAVY
am NIA SIGNAGE �- CMU CONCRETE MASONARY UNIT 116 N. Cool S", S.,-Fi]I,NC 28MI
DUTY)
Voice 910-2214033 -Fax [phone]
CONC CONCRETE R RADIUS, RIGHT w .o wfoma.o. M
CONCRETE [ _ _ _ ] TELEPHONE PEDESTAL FT 0 CONSTR CONSTRUCTION R.J. RESTRAINED JOINT
cRAss(soD A CONTR CONTRACTOR R/W RIGHT OF WAY �� p
NI varies
TREE/SHRUS A N RCP REINFORCED CONCRETE PIPE
C
GRAVEL L TI CST IRO _ ] •- >-':r�,'y"„"•;` � �-�.r'� CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT � L
A`e
GRAVEL CONST_ ENTRANCE N/A TRENCH DRAIN RED REDUCED
D DEPTH REM REMOVE 1020 �-n
PAVERS r WATER METER/VAULT ® DEMO DEMOLISH (DEMOLITION) RNF REINFORCE %� and
L_-_----J
^^ DI DUCTILE IRON RQD REQUIRED
sEDIMENTTRAP N/A WATER VALVE -H- DIA DIAMETER RQMT REQUIREMENT �'hy� CRA`I
SOIL •• NIA WHEEL STOP _ -_ _ DIM DIMENSION RT RIGHT
C T.��� DWG DRAWING RWM RIGHT OF WAY MARKER
VELOCITY DISSIPATION
RAP PROTECTIONCTION "�1LL=iys�l YARD INLET
WETLAND AREA r i i //7 ECM EXISTING CONCRETE MONUMENT SCH SCHEDULE O
L------J L'--_---J EIP EXISTING IRON PIPE SD STORM DRAIN
EIS EXISTING IRON STAKE SDCO STORM DRAIN CLEAN OUT !�
ELEC ELECTRIC (ELECTRICALLY) SDMH STORM DRAIN MANHOLE
ELEV ELEVATION SED SEDIMENT
ELMH ELECTRICAL MANHOLE SF SQUAREFOOT
- - 7 ENCL ENCLOSURE SLV SLEEVE
ACCESSIBLE RAMP 4 J EOC EDGE OF CONCRETE SPEC .SPECIFICATION
EOP EDGE OF PAVEMENT SQ SQUARE e ,
AREA LIGHT EQPT EQUIPMENT SS SANITARY SEWER
BACK FLOW PREVENTION ESMT EASEMENT SSCO SANITARY SEWER CLEAN OUT �)
ASSEMBLY EX EXISTING SSMH SANITARY SEWER MANHOLE
BEND NIA EXCV EXCAVATE (EXCAVATION) STA STATION n�
r 1 EXT EXTERIOR STD STANDARD T \
PROCECTIONK IS EL INLET NIA v
PROTECTION L®J STOR STORAGE
FES FLARED END SECTION STSL STAINLESS STEEL
CHECK DAM N/A >� I► + r
FFE FINISH FLOOR ELEVATION SY SQUARE YARD �
CLEAN OUT -III, C) FH FIRE HYDRANT
t FIN FINISH TBM TEMPORARY BENCHMARK /� 1
CURB &GUTTER 57 FLR FLOOR TEL TELEPHONE VV
CURB& GUTTER (SPILL OFF) N/A FNC FENCE TEMP TEMPORARY
FO FIBER OPTIC THK THICK
CURB INLET WaFOBX FIBER OPTIC BOX TMH TELEPHONE MANHOLE _IJ
® ® FOC FACE OF CURB TOG TOP OF GRATE
DROP INLET
FT FOOT TOH TOP OF HOOD
TOP TOP ELEVATION
DUMPSTER UNIT ��I� LJ 11 11���111
Ir`�IT{T G.V. GATE VALVE TOW TOP OF WALL
L GA GAUGE TPED TELEPHONE PEDESTAL O
ELECTRICALTRANSFORMER ® GALV GALVANIZE TS&V TAPPING SADDLE & VALVE O
oo--pp GND GROUND TYP TYPICAL 00
N i
FIRE HYDRANT ASSEMBLY yvo GRAY GRAVEL
U/G UNDERGROUND
FLARED END SECTION t<
HDPE HIGH DENSITY POLYETHYLENE UTIL UTILITY `v • ~
GAS METER ■ HORZ HORIZONTAL C)
HT HEIGHT VAL VALVE U Cd
GAS VALVE HVAC HEATING / VENTILATING/ A/C VERT VERTICAL r ---4 � U
GRADE BUBBLE HVD HEAVY DUTY ^� V
(TOP -ELEVATION) +100.00 100.00
GRADE BUBBLE HW HEAD WALL W/ WITH ct
(FINISH -GRADE) + t 00.00 100 0-0 W/O WITHOUT nJ Z
�_ E- IN INCH WL WATER LINE (/ F-I
GUY WIRE
INT INTERIOR WM WATER MAIN, WATER METER
HARDWARE CLOTH &GRAVEL N/A INV INVERT WNF WELDED WIRE FABRIC
r
ISS IRON STAKE SET
HEAD WALL - l
- YI YARD INLET ^
JUNCTION BOX JB JUNCTION BOX
JNT JOINTCIS
LIFT STATION O O N w
MAN HOLE O O i
DRAWN BY: ROM
NOTE BUBBLE(DEMOtTTION) N/A REVIEWED BY: FDIC
DATE: 11-04-09
PROJECT NO.: 0903
NOTES:
GENERAL NOTES, I
LEGEND,&
ABBREVIATIONS
REVISIONS i
Teeulrcd by hlr.
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BUCK — — \ 217.71 \
& DEC 0 I \ \ \ \
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I CITY OF FAYETTEVILLE
J ELIZABETH CASHWFLL E.S. CAMPUS CJ �C3 \ \ / / / I \\'low
Z
VICINITY MAP(N.T.s.)
EXISTING CONDITIONS SURVEY NOTES I\\ // 217.52 \1 I
1. THE PURPOSE OF THE PLAN IS FOR INFORMATIONAL PURPOSES ONLY. THOUGH THIS PLAN IS
AN ACTUAL FIELD SURVEY IT IS NOT AND SHOULD NOT BE CONSIDERED A RECORDABLE CO (/
2. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS l d I
SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF \
UNDERGROUND FACILITIES NOW IN SERVICE. HOWEVER, LOCATIONS SHOWN ARE NOT t GUARANTEED
FURTHER DEVELOPERS
RRFO8 MAKE
h,%_ \ \ \ \ \ \ \ \\ \ Ball \\ \ Control Point - I I SSUSRFACE INVESTIGATIONS BUT SHOULD ALSO WHICH e <\ u1
1
MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN R' ,� / Pie I / / / \ \ Field \ N: 457,676.190 \ DI
DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAT. I r \ \ / Rim 214.95
% / \ / / \ 219— _ \ E: 2,025,440.271 \
3. THE VERTICAL DATUM FOR THIS SURVEY IS BASED ON NAVD 88. I I — — v i i v. 212.361n
%% / i / CO 'm\ \ / / \ c<_�a \ \ \ ``•-�' \ Elev.: 218.06 \ 216.57 In 212.33 Om
ADDITIONAL NOTES o � % � Q / / G?\�.06� \ — / \ \ I\ \ ECM
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON % / / i. � / � \ \ of
479
SHEET C0.1 SHALL APPLY TO THIS PLAN. %/' / / / 217.99S/ Rim 21
Pie \ \ / / \ \ Guess °�'r6' Inv. 214.7
\ \
CO
216.40 \\\ Play
\ i� / \\ \ \\^ \\--218— \Area \"
%/ — — — — �2�6/ / `1'e I \ \ \ 214.03 218.34 \ 216.73 `--11
e141
I, THOMAS J. GOODEN P.L.S.-3196, CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL GPS
SURVEY MADE UNDER MY SUPERVISION; THAT THIS SURVEY WAS PERFORMED ON AUGUST 19, 2009
AND ALL COORDINATES WERE DERIVED BY VRS (VIRTUAL REFERENCE STATION) GPS USING A
TRIMBLE 5800 SERIES DUAL FREQUENCY RECIEVER. THIS METHOD RESULTS IN NAD83, (NSRS 2007)
POSITIONS AND NAVD 88 ELEVATIONS USING THE CONTINUOUSLY OPERATING REFERENCE STATIONS
MAINTAINED BY THE NORTH CAROLINA GEODETIC SURVEY; THAT THIS CLASS "C" TOPOGRAPHIC MAP
WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISIO AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND 1.56.1606.
THOMAS J. GOODEN, P.L.S. - 3196
Gooden & Associates
1745 Cypress Lakes Rd
Hope Mills, NC 28348
References:
PIN# 0426-62-7726
DB. 673 Pg. 306
Dwg. #04533_08-20-09_topo
r \
C4 A \a \CO 4„pVC San'
Sewer \ / Trans.
\
CControl Point - NCDOT Disk
CO N: 457,492.274
Fa c_
: 2025947862
/ a
_Formee� Sanitary Sewer Drain Field
/ _4Now Abandoned _
Location as per DWG. A )1 of 10
(. # NC-66-C_4A16)
ECM
`\
\ \ 1
CA'
\ /
�•� \ 4J I
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tp 90
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Rim 214.91
�-
Inv. 213.21 In
— I
Inv. 213.11 Out
I
Ball
Field '\ C,
/
/
/
era,
\ f%' 218.1121 �v:214.92
`
1-Story BrickAL
Building
PP
AL 217.36 84.2'x 123.5' Gress I i /
FFE s
- 218.17
ti I oa° n
Asphalt / Asphalt ./
1-Story Brick
Building
217.99
Fencedln
PlsyAtea
_ 217.2 / /
�,43
< C/
`°'PP \ \
AL
Pp
1'7.31 A�
mqui ed ) Ir�1 s'n _ rr'l
rules reg4, r -yl; N v-.'ern des�yr+e-
Inspect du J:.t C^ 1 `. r /
plans not <„o, ra; ar, . 'i co Iiir, . e.- Ine
Permit Zo09
by �1?�2�..�L�/ v rn ,i r 0 !R'
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Architecture
654 HAY STREET, SUITE 4
FAYETFEVILLE, NC 28301
PHONE: [phone]
FAX 910,223.2179
c Copyright 2009
Gordon E. Johnson, ALA
Reproduction ofdus document
mace permmed vnthom the
expressed consent ofthe above.
Legal Dieol.,..
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LANDSCAPE ARCILTECTURE
ENGA]EQtING
PLANNING
116 N. Cml Spring Snen-FaymevJle, NC 29NI
Voice 91 M21-0 33 -Fax 91 M21-W35
L-3196
DRAWN BY: RGM
REVIEWED BY: FDC
DATE: 10-19-09
PROJECT NO.: 0903
NOTES:
EXISTING CONDITIONS
SURVEY
REVISIONS
Fi114371MI iSa�

DEMOLITION NOTES
t� CLEAR & GRUB EXISTING FORESTED AREA PER SPECIFICATIONS AS NECESSARY TO PROPERLY
INSTALL IMPROVEMENTS
2❑ REMOVE & RELOCATE EXISTING PLAYGROUND EQUIPMENT & PLAY AREA. CONTRACTOR SHALL
COORDINATE w/ OWNER FOR NEW LOCATION
Q REMOVE & RELOCATE EXISTING ELECTRICAL TRANSFORMER & ASSOCIATED UNDERGROUND
ELECTRICAL LINES AS NECESSARY TO PROPERLY INSTALL IMPROVEMENTS. CONTRACTOR SHALL
COORDINATE w/ UTILITY PROVIDER & OWNER FOR REQUIREMENTS AND NEW LOCATION
41 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT AS NECESSARY TO PROPERLY INSTALL
IMPROVEMENTS
ELIZABETH CASHWELL E.S. CAMPUS
JJ�S
VICINITY MAP(N.T.S.)
)
/
/
/
/
\
\
\
I❑1 \
i
• 4 \\
ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON
SHEET C0.1 SHALL APPLY TO THIS PLAN
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING
CONSTRUCTION. BENCHMARK IS AN EXISTING NCDOT DISK LOCATED IN THE NORTHERN
RIGHT-OF-WAY FOR LEGION ROAD SOUTH-EAST OF PROJECT SITE, AND HAVING AN NAVD 88
ELEVATION OF 214.92.
3. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR,
RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL
MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE
A CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
4. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES WITHIN THE
VICINITY OF THE CONSTRUCTION ACTIVITY SO AS TO PREVENT ROOT SYSTEM DAMAGE.
FENCING SHALL BE INSTALLED A MINIMUM OF 6-FT FROM BASE OF TREES UNLESS
OTHERWISE INDICATED,
5, CONTRACTOR SHALL INSTALL 6-FT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCING IN
ALL AREAS WHERE DIRECT ACCESS TO CONSTRUCTION ACTIVITY IS POSSIBLE, AND SHALL BE
MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
THE OWNER REGARDING THE LOCATION OF THE CONSTRUCTION FENCE AND PEDESTRIAN
TRAFFIC CONTROL DURING CONSTRUCTION. ALL FENCING SHALL BE INCLUDED IN THE BID
COST WHETHER SPECIFICALLY INDICATED OR NOT.
215 x
-SD SD SD SD SD=D �Q--.I-
i
EX. DI
TOP=214.79
216 c
i
r, \
u V — 217 —
v,\v\ \ \vvv 1I
EXISTING BUILDING
.o
v � a
� � o
a
a .
° a
AG BUILDING
I
I I
I
I I
-- --__ --- v/ /
--- — Q 1 /
x x x x I o
I\ ` EXISTING
V A, BUILDING
I
IEX. PLAY AREA
/) I
1 S/----S S
/
I
5 '
------------- ------
/ EX. CONC ,9ALK I x
I
I \\ 1\ I I 1 1
EX. PLAY AREA x
I I
EXISTING B__DING \ 1\
\ / /
x X x
i I
V EX. CONC. WALK r — — — — — — —__- J
EX. CONC. WAI K
Architecture
654 HAY STREET, SUITE 4
FAYETTEVILLE, NC 29301
PHONE: 910.223.218E
FAX [phone]
I&,i)
00�
o Copyright 2009
Gordon E. Johnson, AlA
J
Reproduction of
,v boment
is notpermitteded withoutwthe
expressed consent of the above.
Legal Disclaimer:
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LANDSCAPE ARCEIl'I'ECTIIItE
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116N. Cool Sry g Stme, - Faystmville, NC 283
Volce 919-221-033-Fax [phone]
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PROJECT NO.: 0903
NOTES:
DEMOLITION PLAN
REVISIONS
SHEET NUMBER
CSC

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-e Copyright 2009
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EX CONIC. WALK ru,trucliun: �: lnn a to tznts '.e \
/ I I I I I i I ty NOTES:
S � .1 I I I egwrt,d i e I I r.,,r t :�5 vrn�ina -A I
` I I 11 I / I ' rules require u t hn.
1 I I ..GRADING. DRAINAGE Inspect duri: y,
EXISTING EXISTING ` ` I 1 0 \ &EROSION CONTROL
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GRAPHIC SCALE (IN FEET) 1 inch = 20 ft.
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0 2009 Crawford Design Company, All Rights Reserved. All drawings, specifications and designs prepared by Crawford Design Company are instruments of Service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.

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4-FT HIGH CHAI
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INFILTRATION BASI IR
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Architecture
654 HAY STREET, SUITE 4
FAYETTEVILLE, NC 28301
PHONE: 910.223,2186
FAX: 910,223.2179
c Copyright 2009
Gordon E.Johnson, AIA
Reproduction of this document
is not pemvned without the
"pressed consent ofthe above.
Lege1 Disclaimer:
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116 N. Cool Sptfsg S. - Fay.mville. NC 2M
Votm 910-221-0033 -Fix 910.221-0035
www.cmwfofddan.com
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BASIN PLAN VIEW
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OPERATION AND MAINTENANCE AGREEMENT
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1.
OWNER SHALL KEEP A MAINTENANCE RECORD AND SHALL KEEP A LOG IN A KNOWN SET LOCATION. RECORDS SHALL ALSO BE AVAILABLE UPON REQUEST.
2.
ANY DEFICIENT BMP ELEMENTS NOTED IN THE INSPECTION SHALL BE CORRECTED, REPAIRED OR RE�­_ACED IMMEDIATELY.
3.
IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE VEGETATION SHALL BE WATERF:` TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
4.
NO PORTION OF THE INFILTRATION BASIN SHALL BE FERTILIZED AFTER THE INITIAL FERTILIZATION TH-� T IS REQUIRED TO ESTABLISH THE VEGETATION.
v/
5.
THE VEGETATION IN AND AROUND THE BASIN SHALL BE MAINTAINED AT A HEIGHT OF APPROXIMATEL f SIX INCHES.
6.
AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE BASIN SHALL BE INSPECTED ONCE A QUARTER AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5 INCHES IF IN A
u
COASTAL COUNTY).
7.
THE SOIL SHALL BE RE -GRADED IF AREAS OF BARE SOILS AND/OR EROSIVE GULLIES ARE ENCOUNTERED. AFTER RE -GRADING OF SOIL, PLANT A GROUND COVER AND WATER UNTIL ESTABLISHED AND
PROVIDE LIME AND A ONE-TIME FERTILIZER APPLICATION.
8.
IF PIPE BECOMES CLOGGED, UNCLOG THE PIPE AND DISPOSE OF THE SEDIMENT OFF -SITE. PIPE SHALL BE REPLACED IF IT IS CRACKED OR DAMAGED.
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9.
IF SEDIMENT HAS ACCUMULATED IN THE FOREBAY AND REDUCED THE DEPTH TO 75% OF THE ORIGINAL DESIGN DEPTH, SEARCH THE SOURCE OF THE SEDIMENT AND REMOVE AND DISPOSE OF IT IN A
LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS OR THE BMP.
10.
PROVIDE ADDITIONAL EROSION PROTECTION SUCH AS REINFORCED TURF MATTING OR RIPRAP. IF EROSION HAS OCCURRED OR RIPRAP IS DISPLACED IN THE FOREBAY.
11.
12.
REMOVE THE WEEDS BY HAND, IF PESTICIDES ARE USED, WIPE THEM ON THE PLANTS RATHER THAN SPRAYING.
REMOVE ALL SEDIMENT IN THE TREATMENT AREA AND DISPOSE OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS ON STREAMS OR BMP. REPLACE ANY MEDIA THAT WAS REMOVED IN THE
u
PROCESS. REVEGETATE DISTURBED AREAS IMMEDIATELY.
13,
IF WATER IS STANDING MORE THAN 5 DAYS AFTER A STORM EVENT, REPLACE THE TOP FEW INCHES OF FILTER MEDIA AND SEE IF THIS CORRECTS THE PROBLEM. IF SO, REVEGETATE IMMEDIATELY, IF NOT,
CONSULT AND APPROPRIATE PROFESSIONAL FOR A MORE EXTENSIVE REPAIR.
14.
IF WEEDS AND NOXIOUS PLANTS ARE GROWING IN THE MAIN TREATMENT AREA, REMOVE THE PLANTS BY HAND OR BY WIPING THEM WITH PESTICIDE, (DO NOT SPRAY).
15.
REMOVE ANY SHRUBS OR TREES IMMEDIATELY THAT HAVE STARTED TO GROW ON THE EMBANKMENT.
16.
IF AN ANNUAL INSPECTION BY AN APPROPRIATE PROFESSIONAL SHOWS THAT AN EMBANKMENT NEEDS REPAIRS, MAKE ALL NECESSARY REPAIRS.
17.
IF CLOGGING OCCURS WITHIN THE OUTLET DEVICE, CLEAN IT OUT AND DISPOSE OF THE SEDIMENT OFF -SITE.
J
18.
REPLACE AND REPAIR THE OUTLET DEVICE IS GET DAMAGED.
19.
IF EROSION OR OTHER SIGNS OF DAMAGE HAVE OCCURRED AT THE OUTLET OF THE RECEIVING WATER, CONTACT THE NC DIVISION OF WATER QUALITY 401 OVERSIGHT UNIT AT 919-733-1786.
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ADDMIDNAL NOTES & REQUIREMENTS
tO
1.
AREA IN AND AROUND POND SHALL BE ESTABLISHED WITH PERMANENT GROUND COVER PER SPECIFICATIONS AND VOID OF ANY BARE AREAS.
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2.
SEDIMENT SHALL BE REMOVED WHEN 25% OF THE VOLUME OF THE FOREBAY IS TAKEN UP BY SEDINENT.
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3.
THE BOTTOM OF THE INFILTRATION BASIN MUST BE LINED WITH A LAYER OF CLEAN SAND WITH A DEPTH OF 4 INCHES OR GREATER.
4.
A MINIMUM OF 4 ROWS OR PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIFE, AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR THE ENTIRE
LENGTH OF THE DRAINAGE LATERAL.
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5.
INSTALL EROSION CONTROL BLANKET ON SLOPES STEEPER THAN AND / OR EQUAL TO 5: 1 (SEE DETAIL).
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6.
A MINIMUM OF 6-INCHES OF BOTTOM MATERIAL (BELOW THE DESIGN BOTTOM OF THE ORIGINAL SEDIMENT & EROSION CONTROL DEVICE) MUST BE REMOVED PRIOR TO CONVERSION OF BMP
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7.
CARE SHALL BE USED DURING THE INSTALLATION OF THE BASIN TO MINIMIZE COMPACTION OF THE BOTTOM AND WALLS. ONLY LIGHT EQUIPMENT AND ASSOCIATED CONTRUCTION TECHNINQUES SHALL BE
ct
USED.
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RIP RAP PROTECTIO
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RAP PROTECTION (SEE EROSION CONTROL PLAN)
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FORBAY
INFILTRATION BASIN FORBAY
VARIES 7.5' VARIES
4.5' 8.0' 4.5' VARIES 4.5' 8.0' 4.6 VARIES 7.5' VARIES
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WEIR WEIR
(RIP RAP) 4-IN CLEA FILTER FABRIC
(RIP RAP)
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_ ____ ELEV.-216.0
-- `���� 3 1
ELEV.=215.0 SAND LAYER E =215.0 ELEV.=218.0
ELEV.=212.5 3 ELEV=212.5 ELEV=212.5 3 --___- --
DRAWN BY:
RGM
FDC
III
I -I I _ 3 3 _ - 1 1(7%��' - -
_ - Q1 1p III III III -III-
REVIEWED BY:
a9
-I `
1=I - !_ -III III -III
DATE: II-oa
0903
=III � III III
l=1
-
PROJECT NO.:
Co ., , , ,:: ,:
NOTES:
required r, -' `
CONCRETE
rule, ref ❑v , , ,e 1
INFILTRATION
BASIN
LAYOUT
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(N.T.S.)
REVISIONS
1
SCALE: AS NOTED
C401