SW4130801_Plansheets_20130905

J

.I, 1`11 &_D i f
GRAPHIC SCALE
30 0 t5 30 60
1 INCH = 30 FEET
LINE TABLE
LINE
LENGTH
BEARING
L1
3.82
SOI'48 4
L2
5 .84
O1'48 43
L3
T5332
N8 7
L4
50.22
T 7
L5
49.71
7
L6
49.77
1
L7
50.81
N
L8
49.40
L9
2 .46
NW55 27
L10
25.00
N 7
L11
49.76
N87
L12
49.28
N 1 7
L13
49.72
NW 46
L14
50.79
L15
49.29
N
L16
24.70
W55 27
L17
21.79
NOT 1 7
L18
8.26
7
L19
19.28
N8916 02
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LKRRn L. REED& [ \� �_�--- - - ---.- LAURA I RINCON -- - -
\ ~ � ~ � � _ LIMITS OF
D8208, PG 954 755 �` - - ` - LIMITS OF'` - - - - - - - - -- DISTURBANCE ` o
1 {
\ \ � DISTURBANCE
112' IRON
� 1
T
N89109'26 tiV 43ig - - (TIE) PIPE SET 1 � L9
+fVa-----IVa---IVa------+f✓a-----Ai/a---- - L7
♦ -�- - � ,� Ls L5
ou- ou� 0U +� \ L8 - �--� - _ --��- ♦ .1., - - d'73 26.36'
112' BENT oo � � o Ou--.- out-. oU--- - - - - - �,�
IRON PIPE .� - = w "' - 01�-- ou ---F--ate= 4,_ _ - rn��_ - L¢ �-i��. ,� N$5eS4 27�172.09' 1
EDGE OF PAT�111ENT ` ur e UT -ur �r - T yr - -ur - - * ou- �Rlw-ar wAV ~ � �' ~ MW
PIPE SET I L16 L15 L14
L13 L12
L11 GR(SR
DO I I
W. J�EJ�sBoJ�o cJ�J�-HJ�r� ROAD � � \ , -- - - - - _ N�-5¢ 27� 205.96'
005} - EDGE OF'PAVE�IENT- AfAG
AWL
--q�-. -..... q/w- R/�-------.--..--q1W- ---q _...- W, l --- \/I -
EXAS-` I q�w----q/!Y`---^q�`-T--q/W----..,..`q/r'--. .-.. q/111-----q/11•-- �.- �^�.--
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�II4D & CHRISIINE REaWNGTON
t2o DB 2516, PG 541 ) ~' ♦ I
1'IN. 8778-2r-r2sa 475.09 (TO RIGM-OF-WAY _ �..� '• IROw 30.00' I
505.09' (TOTAL TO CENTERLINE ROAD) •- -� PROPOSED TO R/W) A'!1'E SET l I
N8553'30'E ( ..-.��--�-�". '�� N85'53'30#E 222,87
N85'53'30 "E 252.22' Top OF BANK --�
PROPOSED PROPERTY LINE) -� -�- r ---
112' IRON
PIPE SET -�- ,�. � ~- T OF BANK o
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1 rq
I
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R
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PROPOSED PARCEL k
PROPOSED PARCEL j 128, 274SF (2.945AC)
137, 672SF (J.161AC) 6°'
DAWD k CHRISTINE REMINGTON
I
DB 2516, PG 541
PIN.- 8778-21-1250 \
\ o to
N88'04'35*W 417.39(11E) � ROCK
FILE
rq
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-
DEMOLITION LEGEND / '� _ - ,' _ _ r - - - - _ __HMILS OF
/ f DISTURBANCE \ L
® BUILDINGS TO BE REMOVED / /
PAVEMENT TO BE REMOVED
UTILITIES TO BE REMOVED
CLL�GlJ / /
-
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-r - -----
TREES TO BE REMOVED \ 615 I / ! -
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DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS
DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR
DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED
PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT
INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE
WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING
BUILDINGS. INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY
INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR CONDITIONING UNITS, SIGNS, CURBS,
SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE
BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND
TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO
COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF
UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT
AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED.
ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR
TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
10. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR
RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY,
11. INSTALL All. EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING
DEMOLITION WORK.
12, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD
SURFACE. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS
WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR
OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING
BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE
TEMPORARY SERVICE HAS BEEN PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER
WITH WORI( IN THIS AREA
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS
MATERIAL C�;,fTRACTOR.
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY
ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED
WASTE OIL iMDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS
BEFORE CONSTRUCTION BEGINS.
20, THE CONI. ZTOR SHALL PROPERLY AND LEGALLY DISPOSE OF All DEMOLITION DEBRIS OFF OF THE SITE.
SURVEY NOTES:
1) All distances are horizontal ground distances unless otherwise noted.
2) This survey does not include nor depict any environmental evaluations.
3) Field survey performed May 28, 2013.
4) Surveyor has made no investigation or independent search for
easements of record, encumbrances, restrictive covenants, ownership title
evidence or any other facts that an accurate and current title search may
disclose.
5) The locations of underground utilities as shown hereon are based on
aboveground structures and record drawings provided the surveyor.
Locations of underground utilities/structures may vary from location shown
hereon. Additional buried utilities/structures may be encountered. No
excavations were made during the progress of this survey to locate buried
utilities/structures.
B) The State Plane Coordinates for this project were produced with RTK
GPS observations and processed using the North Carolina VRS network. The
network positional accuracy of the derived positional information is ±0.15'.
NCGS MONUMENT REFERENCED;
"DAVIS' (NAD 83)
NORTHING:
787.070.79
EASTING:
1,908,205.33
HORIZONTAL DATUM:
NAD 83
VERTICAL DATUM:
NAVO 88
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SURVEY PREPARED BY- NEWCOMB LAND SURVEYORS.
STREAM%WETLAND NOTE:
BASED ON A FIELD INVESTIGATION BY PIRTMAN SOIL CONSULTING THERE IS AN
EXISTING JURISDICTIONAL STREAM ON THE PROPOSED DEVELOPMENT - NO
IMPACT'S TO THE STREAM WILL OCCUR DUE TO THE DEVELOPMENT OF THE
PROPOSED PROPERTY.
I CAUTIONARY NOTE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR
INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS
PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE
ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILTTIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
COMMENTS:
I (., I� +,I• (

4
0
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
LINE TABLE
LINE
LENGTH
BEARING
L1
53.82
L2
3.84
I' 4
L3
25.32
N 7
L4
50.22
7
49. 1
N 1
L6
49.77
N 4
L7
50.81
L8
49.40
L9
26.46
L10
25.00
N .
L1 T
49.76
N 7' 7
L12
49,28
1
L13
49.72
L14
50.79
N893228
L15
49.29
N895 9
L16
24. 0
7
L17
21.79
NOT17
L18
8.26
1 N 17
L19
19.28
STRIPING LEGEND
SURFACES SHOULD BE CLEW, DRY AND
YELLOW CURBING
METAL SURFACES FREE OF HEAVY RUST
AND BOLLARDS -
2 COATS SHOWN WILLIAMS - KEN 4000
PARKING LOT
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 855Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILIJAMS - PRO
MAR TRAFFIC MARKING PAINT WHITE
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHOWN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT 1H.C.'
BLUE
Sfl'E
w. RO-aW�a HaUL RD.
VICINITY MAP
NOT TO SCALE
AF STEEL PLATE
.a
d '
EXISTING
WELL
I �
I �
k I
120 DAVID & CHRIS77NE REMINGTON
DR 2516, PG 541 O RIGHT -OF WAY) ,..
PIN: 8778-21-1250 475.09 � .� � ��� 112 IRON 30.00' { k
(TOTAL TO CENTERLINE ROAD) PIPE SET
N85'S3'3L7"E 51?5.09' i?i �..�• f '. �""! N8,5'53'30mE 222.87 (PROPOSED T(i R/W}
252.22 OF BpA►K
N85'S3'3L7"E Top I
PROPERTY LINE}.
�PRr7POSED w�•--�-
1 PIPE SET -�` ''- - . \ �f T OF &W { ,a
TM,m r1 L
I
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I
V I
{ i
I
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30' I
1 PROPOSED PARCEL
PROPOSED PARCEL 128, 274SF (2, 945AC)
,
137, 672SF (J.161 AC) so {
D WD & CHRISRNE REMINGTLW
DR 2516, PG 541 k
i
PIN.- 8778-21--1250 cr,
N88'04'35"W 417.39�[17E� i ROCK
PILE
TR�0L1��
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I ______________________ + srPROPOSED
oRMYVATI7R
L I 1At DEMENT I
SFF? C & I EASEMENT
RPORR
AREA � � �'' r-
�-
'- - - - - - - - - - - - - -
-�`
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STORMWATER
TRANSFORMER PAD i I MANAGEMENT
AREA I
' L-- `--------_---r--- J � � f I 19 � � AREA FOR PACKAGED UNITS, REFER TO
` MECHANICAL DRAWINGS FOR ADDITIONAL
- - - - - - - - - _ I
- INFORMATION. THE HVAC PAD IS TO BE
CONSTRUCTED OF: 5' 3,000 PSI
CONCRETE ON A 4• COMPACTED AGGREGATE
5 ;4a ,: BASE ON COMPACTED SUB GRADE. SLAB TO
5 •s*'<k' 2 X HAVE REINFORCING AS RECOMMENDED BY
.:�:.,' I THE GEOTECHNICAL CONSULTANT.
TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MLITCD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9-DO AM AND FROM 4:00 PM TO 6:00 PM. A
MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE AND BE
PROPERLY BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL. LANE, THE CONTRACTOR SHALL CLOSE THE OPEN
TRAVEL LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT
AREA IS PROTECTED BY EUARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A
TWO-LANE, TWO-WAY ROAD,
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE
MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE 4 ELEVATION BETWEEN OPEN LINES OF TRAFFIC SHALL BE 2'.
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNEiJZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE
THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADIf, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY.
DURING INSTALLATION, PRORI? TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
o
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h
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} X 0 y
x ' 20
+ ti
X ` 5'x5' LANDING !
1&7 i I
GUTTER DOWNSPOUT
AT SIDEWALK (TYP)
18' . 't
15' � 1
13
x v ,l.A i -- I
PROPOSED 22 �#
X STORMWATER ,A�. � •� ., �. 'V.` 13 4&5MANAG
EASEENT _., 4&5 + X SEP71C 4 j
MEAT \ , \ ` O TANK �y
\ 12
. \
PROPOSED 14 v vv.� A� v . v A��w yv
WELL . V� yy . �, �, ��
LOT 7 . \ \ \ ` \ \ ` - \ �- ♦ \ \ "'J 11 {
DARRYL L REED &
LAURA L RINCON
x
DB 2638, PIG 954 10'x7O' ,
PIN: 8778-10-9755 SIGHT TRIANGLE
CIO) �is;
�.� �.� A = 13 co 14 {
Ivy
N89'09'26"W 4J8 05' (TIE) PIPE SET _ Eg ` ` y V '' ' `
-�/a---- M/a-----M/a-----r✓a-----w/a---+M/a---- M/a- _--xVa-,-- ,O �` \� \ `` L7 6 - _LS 9 14 6 L5 L
/-� ('� "' .. - - "r --��- w. rw --- w .� 23.75, 26.36' L3
' -RM 1W c,° 16 ° \ ' *�° x,, aL o� -- �IJ ,�_ L4 �` '~ '�--�-• N855427 W 172, 09' I
--_ ur y' �� --0[t .. I
EDGE OF PAVEMEM \ UT_ _ Ur- --- UT-- -- UT- - UT- UT- urn_ Ott-- tRCHT-p,` WAYJ -
-- ur�
i 1/2" IRON !
PIPE SET I
L16 L15 18 --ur �
L14 L13 L12 L11 {
(I 7
LID 1
�r p n r �r ROAD
�n n i sD oRo clliit L- dLL !1 oltiL 1Vo5} \ - - - - -- -- -- _ _ - - - - - _N855427'fY 205.96'W. GREE(SR/ 1O'x7O' �� EDGE OF PAVEM£Nr� � (CAL � I
NAIL
60' PUBIC RIGff� OF -WAY SECANG
TION
PAVEMENT SIGHT TRIANGLE o 5Er
-----R/R--- R/M, -- --R/W----R/,y-"_---R/R'-----RA----.....R^-----R/i,-..--..-- RA- -.�--.A--- I-R/CRV t-+ri_. _... I ,RUCTION IN R/W �o
f✓i1J I1NG I R/R •- - - - R/yy - - - �.... - R�` - - �.. - R/w �. - _ - R� .,- - R/N' _ -
I aRn�EwAr , __ ___Rn__---�-.�__
MATERIALS AND WORKMASHIR SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
GENERAL NOTES:
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR
MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED B'Y ALAMANCE COUNTY AND THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST 690, FOR DETAILS OF
TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PER"N MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (LE PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREE 91IT WITH THE NORM CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING
DIMENSIONS ARE REFEAENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITOONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY
NEWCOMB LAND SURVEYORS.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION "STA1'NIARD DETAILS AND SPECIFICATIONS FOR ROVED AND BRIDGE CONSTRICTION' AND APPLICABLE ALAMANCE
COUNTY CODES AND ORDMR►WCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES,
ORDINANCES, STANDARD SPECIFICATION AND STAIOARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION
OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL
FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY, CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR
TO PROCEEDING WTM VORK.
10. THE CONTRACTOR SHAD PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
11. THE CONTRACTOR SEW. SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH
CAROLINA DEPAR7MEN OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12. THE CONTRACTOR SFWI REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY
THE CONTRACTOR, FIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
13, ALL PAVEMENT JOINTS �-`:w BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SWILL REF 'i TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS MO DIMENSIONS OF TRUCK DOCKS, EXIT DOORS,
SIDEWALKS, PRECISE BILDLNG DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
15. ALL PAINT STRIPING, PAVBENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE •MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" OR AS OTHERIfSE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE IMMUAL ON UNIFORM
TRAFFIC CONTROL DEMOS', ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE
AND LOCAL REGULATIO.";
16. CONTRACTOR %ALL INSTAL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING
LOCATIONS AS REQUIRE
17. THE CONTRACTOR IS RISOGBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
AT LEAST 48 HOURS POOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SWILL NOTIFY THE
ALAMANCE COUNTY PUBIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT
SITE.
18. PROOF ROLL BUILDING AID ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL OF ANY UNACCEPTABLE AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS -BOLT RECORDS OF ALL. CONS11RLICIION (INCLUDING UNDERGROUND UTILITIES AND STORM
DRAINAGE) TO OWNEFR/DOU AR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
MY NOTES:
O wONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
O2 WRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
TILL? C-7
DPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
OVWT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
)KET C-7
�]I STANDARD DUTY PAVEMENT
22ZZZa HEAVY DUTY PAVEMENT
I== NCDOT PAVEMENT SECTION
(� WICAP PARKING SIGN - SEE DETAIL SHEET C-7
O 9"D - SEE DEVIL SHEET C-8
O CNCRETE LIGHT POLE BASE
�7 CNCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O DMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
O9 6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SE DETAIL SHEET C-7.
&ATE 2'-6' FROM FACE OF CURB OR SIDEWALK. (NOT USED)
iq PEON SIGN (UNDER SEPARATE PERMIT)
11 4 WIDE PARKING STRIPE PAINTED WHITE (TYP)
12 4 WIDE PARKING DIAGONAL STRIPES
13 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.DA REQUIREMENTS)
AK RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SE DETAIL SHEET C-7.
14 NO GRASS/LANDSCAPE AREA
15 CNCRETE CURB AND GUTTER - SEE DETAIL SHEET C-8
16 SIP SIGN - SEE DETAIL SHEET C-8
17 PAIIXrIENT MARKINGS - SEE DETAIL SHEET C-8
18 NO CURB CUT, MATCH EXISTING EOP & APPROACH PER LOCAL CODES & SPECS.
19 Ii+NC SCREEN FENCE - REFER TO DETAIL ON SHEET C-7
2O DOWERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CACRETE FLUME - REFER TO DETAIL ON SHEET C-8
22 6'MOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8
QQ POPOSED PARKING COUNT
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
.•`�� C A
O FESS/0,
i
SEAL 9f•'�
24434 ,
E.
rrrr�iiiRi� V
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459--2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
SITE PLAN
SHEET NUMBER:
C-3
COMMENTS:
- -.1- T a s � � - :� .,••�• •� '� t r -r--j• :ir. ^� � ' 1. i.- �i 7 ! r 1� si r.' S1 .�
s t.I 1,, i 'f I,t t r a -�' ! a a i�i ,�1 '1 i y `] -'! ,I
,� tLY Lr 1. L f -. Y. _ .--.�_....- F ... ..-. -.. .... ... .. �.. .... .... ...: .!. 5.. �.1. .!.1 .. 1. ii 14 ..4 _...� _.. .Ll: t_....'�

fe : -1':: i�. l :'T .
Y-10 9
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
LINE TABLE
LINE
LENGTH
BEARING
L1
53.82
4
L2
5 .84
1'
L3
25.32
L4
50.22
N8707 30
L5
49.7E
L6
49.77
N 4
L7
50.8E
3228
L8
49.40
N
L9
26.46
NIW
L10
25.00
N86 37 55
L11
49.76
N 7 7
L 12
49.28
Wr2l 37
L13
49.72
N
L14
50.79
N
L1
49.29
L16
24.70
NEIT55 27
L17
1 21.79
L18
1 8.26
NO 17
L191
19.28
Or 1
Know what's below.
Call before you dig.
I
1
{
GRADING NOTES:
120
LIAM & CHRIS77NE RWNG70N
DB 2516, PG 541
D RIGHT-DF-WIiY�
�..�_ , '!
♦
! 1.
REFER TO THE SITE PLAN FOR RELATED NOTES.
PIN- 8778 21-1250
4�5.os
TD CENrERLJNE ROAD)
,.. �� �� 1/2 IRON 30.00
{PROPOSED TD R/w) PIPE SET
{ 2.
ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
(TOTAL
N85'S3'3O'E 505. D9 � �...� �-�. '-"'��
N85'S3'3O'E 222.87
�
NSS 53'30'E 252.22' TOP OF BANK
I 3.
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
PROPERTY LINE) �` ���
�_
r f--
r
I
GROUND BREAKING.
�PRDPOSED
4.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BEiWEEN ACTUAL FIELD CONDITIONS AND
1 2' IRON
~� ��
\ ��r ` P OF 80K
CONSTRUCTION DOCUkENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
PIPE
Top
i b
tii
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UiILRIES, AND SHALL REPAIR ALL DAMAGE
TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
c i
{ 6.
THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
i
hT'
nTa
I
7.
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER
GRADING REQUIREMENTS,
I Z14
w
i 8.
THE PROPOSED CONTOURS MOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
i
_
j
ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE
I
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
i
�
!
B 9.
THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT
AREAS TO NEW OR EXISITNG DRAINAGE INLETS OR SHEET OVERLAND.
I
10.
ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE,
I
I 11.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE
ti
i
E
E
1 12.
STABILIZATION IS THE LEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
i
ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT.
13.
ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPL.EiION OF GRADING. ALL REMAINING
AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
01 ® I 14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISi1NG FEATURES FROM SURVEY BY NEWCOMB LAND SURVEYING.
i I
15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
BEFORE YOU X i I SHOWN ON THE PLANS.
STOP i I 16. THE CONTRACTOR iS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL
CALL t 800 632-4949 i 30 EXCAVATION MEASURE.; REQUIRED TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION
N.C. ONE --CALL CEDER PROPOSED PARCEL ! OF THE WORK INDICAED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBUR1' FOR THE DESIGN(S) TO
IT'S THE LAW PROPOSED PARCEL 19R 274SF (9 945AC) INSTALL SAID ITEMS.
Downspout
Transition Boot
Wire soreen for rodents
45' Bend
on 1.00% Min. Slope
137, 672SF (3.161AC) /
-~ �- �. -� i 6D' s 17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT
DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS,
DAM & CHRISTINE REMINGTON / !
I 18. ALL FILL MATERIALS, QOSIING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, Tfl1'S01L, AND ANY OTHER
DO 2516, PG 541 i / \ I DELETERIOUS MATERU4S SHALL. BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
PiN: 8778-21-1250
19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER
N88'04'35AW 417.36ILL77Q ROCK i \ ti I UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABLE MATERIAL SHALL BE REMOVED, BACKFILLED AND COMPACTED AS
PILE / r r ~ \\ \ o i REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
/ J Lti1SE \ ` tH i 20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED G DEPICTED.
rq k 21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS do CONDITIONS AS OUTLINED 1N THE GENERAL N.P.D.E.5 PERMIT FOR STORM
JRefer to drainage plan---'
for size of storm sewer
NOTE:
1 DOWNSPOUT DETAIL DOWNSPOUT COLLECTO
E SHALL BE SCHEDULE R
N.T.S. 40 PVC OR HOPE I
HVAC PAD 2e
6" THICK 157 STONE
2 GRAVEL STRIP
N.T.S.
NOTE TO CONTRACTOR:
THE AL4MANCE CWff dr AICDEWR STORAfWATER AIAAI IVi VEAfT PERAf1T REQUIRES THE
DE57GN PR%EMW YO PERfOLMCALLY OIBSFRVE TN,4E CONSTRUCTION OF 7TIE
STORAMdATER UVAG &W SMEM AND TO PREPARE A DESCKER'S COINS7RUCTTON
ORTFIDITION FOR SUBM77AL TO AL4WJCE COUNTY & NCDI:NR PRIOR TO THEE
C97ffiQA7E OF OCCUPANCY BEAMG WAIED FOR THE PROJECL THE CWAACTOR
SFL4LL COORDINATE WMI THE DESIGN CONSIALTMNT FOR THE COfVSTRUCTTON
OBSERIIAWN AND PREPARATION OF THE CONSIRWFION CERTffATTON BY
CONTACTM.
MATT LOOM, PE - MWXXE SITE Or", PLLC
919-553-6570
mloader®triargWedesigr. corn
WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTMTiES.
22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FiT AND CONTINUOUS
GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
24. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY
LIMITS OF / _ _ - - - - "� , � _ \ \ 1 STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
/ - fHSN ITS OF / J `� \ \ \ I 25. CONSTRUCTION SHAH COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME
DRAINAGE NOTES:
I 1. A MINIMUM GRADE OF OM X SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
LIMITS OF /' J yyg INV=589.01 \ I ` 3. UNDERGROUND UTILRY LINES SHALL BE INSTALLED IN ACCORD44CZ WiTH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
DPRBANCE CRITERIA / I I APPLICABLE
_
v C5 I A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
{ i 32'-15'HDPE B. EXCAVAT® MABE TERIL ZMA L PLACED Uri THE UPHILL SIDE OF TRENCHES.
� \ � �
069 i \ 0 &4% I k C. EFFLUENT FROM CL, ATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TiRAPPI14G
SEPTIC & ' I / DEVICE, OR NTH, A4' til5( HARG® IN A MANNER THAT DOES NOT ADYERSFIY AFFECi FLV+ti'iNG STREAMS Cn OFF-S1 E
REPAIR ,1 , / S6C \ ` ^ \ I 4 PROPERTY.
Q) / AREA 0. MATERIAL USED PR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND
OUTLET CONTROL STRUCTURE I PROMOTE STABILIZATtN.
/ y y r REFER TO SRO c-10 FOR DETAIL
I E _ f �,� I E. RESTA3ALIZATKON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
SD CLEANOUT i BOO -RETENTION POND I F. APPLICABLE SAFEiY REGULATIONS SHALL BE COMPLIED WiTH.
=6D0.4 _ REFER T4 SHEET C-10RIMI
i
FOR CONSTRUCTION DETAILS
IM 595 75 - 43, ` ,
- � 4. CATCH BASINS, MANHOLES, RUES, GATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH
INV
�i -` CAROLINA DEPARTMEWT OF
-
I i MITS OFSnW -
DETAIL j DISTURBANCE
Ir----------- �- THIS r IM1=595.0
20'-.E
0 0.5X 5X (WATER -TIGHT)
x 1- 009-
� Ir --- - ++ ' ROOF DRAIN
TRANSPORTATION STANDJU~D DRAWINGS. REFERENCE THE rvLLVWTM STANDARD DETAILS:
i I W-02 - CONCRETE CATCH BASIN
I 840.03 - FRkME, GRATES, AND HOOD FOR CATCH BASINS
i W-04 - CONCRETE OPEN THROAT CATCH BASIN
O d 840.14 - CONCRETE DROP INLET
840.16 - DROP INLET FRAME AND GRATES
840.31 - CONCRETE JUNCTION BOX
a q O 840.36 - TRWFIC BEARING GRATED DROP INLET
r,yY MY i 840.45 - PRECAST DRAINAGE STRUCTURE
i I 840.52 - PRECAST MANHOLE
{ N 1 838.80 - PRECAST CONCRETE ENDWALL
BE D
600.5(GR) Y. >" PIS SHAD..- LW ON STRAGLfT AL{GNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD,
600.2(TP) 1.O(TS) CONNECT ROOF 600.5(1P)
r 6_ STORM PiPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
DRAINS TO
HOPE HEADER PiPE I
110'-15'HDPE SD CLE40A I TYPE 1: RCP, CLASS IN PER ASTM C-76, WiTH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
0 0.50X (WATER -TOM_ TRIM=600.4 !
--- r ~ - g(�j - INV.IN=595.2 I TYPE 2: HIGH DENSITY POLYETHYLENE PiPE (HDPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S AND MP7-97 TYPE
x •4(TP) - - IFN.OUT=595.i�
600.4(TP) - - - - - I ! S. SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS.
80'-15"HDPE
_ PIPE SHALL BE INSTIN.LED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS
0 0`50% (WATERFFE--WI.0 x - - I I SHALL BE WATERTIGHT.
7, ALL STORM DRAINAGE 11THIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
- - - - 600.4(i8 - - - - - - x I 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO
� ^
- - 600.33( P) 6M 8(T3) 1.O(15)
PAD GRADING NOTE: REMOVE SILT ARID DEBRIS.
CRATE INLET _ 600.3(TP) Jim) 600.80s) GRADING CONTRACTOR TO GRADE SUB -GRADE 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION U SHALL BE THE CONTRACTORS RESPONSIBILITY
EROSION CONTROL NOTES. RIM-�'4 - 6a0.3(TP) ` " m 8" ILow FlNlsk FLOOR ELEVATION (IFF). i TO REPAIR AND/oR REPLACE THE IXisnNG STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
INY.IN=596.35 -GRADING CONTRACTOR TO INSTALL 4' COMPACTED
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED 8Y - � -�� a�IW. UT 596.25 J T I � ;. t t POROI Mr 04E.Tt-TNE SLIT GRADE PER THE i ) 10. ALL STORM PIPE EMEiBNG STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.NCDENR PRIOR TO START OF CONSTRUCTION. --�. I SITE GEOTECHNICAL REPORT REQUIREMENTS.
x TOP OF POROUS FILL SHALL BE 4' BELOW try 1
I 6W.8('TS f FINISH FLOOR ELEVATION. 11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
- 12. ALL STORM SEWER WHOLES IN PAVED AREAS SHALL BE FLUSH WiTH PAVEMENT, AND SFWL HAVE TRAFFIC BEARING RING do
EXISTING \ TiC LLC + 1 I x 600.8(TS) SEPr7C k COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHI BE LABELED 'STORM SEWER'.
WELL l �600- 600.3(TP) O TANK r 11 13. STRUCTURE TOP ELDATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
" 6DOA4(TP) ) ADO~ `
- - - - \ - x Q IX� , I i o s14. RIM ELEVATIONS AS NM ARE TO THE GUTTER FLOW LINE
LOT 7 - - � _ \ \ ` 1 - WELL , ov,_ � r- !
QARRn L. REED & X \ - -
LAUR4 L RINCON LIMITS OFr 120'-12'HDPE
D8 26M, PG 954 \ \ 0 0.50% (WATER TIGIiT)_ , - - - -
PIN. 8778-10-9755 ' ' \ ~ \ \ RIM-599'2 599.9(iP) � _
1) ISM LEGEND:
`\ N. � - - left / 1.1(TP) /' ~ )
TC OP OF CURB
N89'09'26'W 438.05' (11E) 1p� !BOAT i \ `\ - - - -
..` / - f I T
SET
L9 L6 r ~ ! GT......*. GUiTER FLOW uNE
---�/a-----iw/a-----M/a------Ava-----a/a-----•--r+✓a------ewa-----F4/a--- � �„ ,.`� L7 L5
Ou / /�` Bf1Vi 1- OLA�-�_ o O --�- "" - - - -� - - - - �75 26.36' L3 TP.......... TOP OF PAVEMENT
IRON PIPE , _ -_- A -- - ° L' �`F ���--= �- -_ -- � � , - - - � - , L4 `-ice-r - �� N8.5'S4 27� g � ..........
_ 172.0 {
.� _ _ .�� { TS TOP OF SIDEWALK
_ - ur �TT- aT- _` �T^ - - IIi_-_ ` _` "- - - _ _ O iRGH%-0E-WAYJ� ++�� i I TW.......... TOP OF WALL
EDGE OF PAVl:�IVT � ` - - - - - - -- - -- - - - - - -• - -�T�-' - � �=--�` - ` ~ U--- 12' IRON I
L 16 L 15 L 14 A \ �T R PIPE SLT
M ! BW..........BOTTOM OF WALL
GRADE To L 13 5 L 12 L 11 L 10 CB .......... CATCH BASIN
BROAD DITCH / l ,
N85'S427'k� � I GL...........cIRATE INLET
W. o���s�oRo c�r�-x�i�o� (SR005 --�_____205.96EDGE PAVE7lENT-- - - FES..........FLARED END SECTION
/ ~ _ _ (CIL RW) ------
PAVEMENT"` - - _ A NG I A .......... YARD INLET
_R/M - - -- _R/„_____R/,,-___- Rnr___- R 60' PUBLIC RIGHT-OF-WAY �_ NA! GR..........GROUND
-/w...,.----R/M-----R/M-•----R/W-----R � ' '� /r+ - - - - - R/w - - - - R/w - �I R7.� ` - Rnr - - - - - Rnr - - - - R/r - - - - RA - - - RA - - - - - wn - - - - - /,, - - - --AF`� ..........FLOW DIRECTION ARROW
- -�-- ]'IAA- - �
I DRIVEWAY I R - R�r - - - - R/w .- - -
' R/w ` R/R' - -
R/W -
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
0
� o 4- !
t
% a SEAL
24434�, 3
t .
,g r
•
i
7b
c�
O':
O
�c�
0
O � �
0
O
co
� O
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
e - - _. ; e ' -- *--r-•�• r �', �---;"• ' 7 •"'r-.� ' rf ��'� j V E ;�-r -{r-r 1 -I. 4 x't• a 3
a x , e B i e j � ' I 1 F �' !, � r. �� o � l' 1 � r ''' 1 ,: i !' � 43 � �• ,' f � i � a�:±�;, h, �i +. 1., i�j t
TRANSPORTATION STANDJU~D DRAWINGS. REFERENCE THE rvLLVWTM STANDARD DETAILS:
i I W-02 - CONCRETE CATCH BASIN
I 840.03 - FRkME, GRATES, AND HOOD FOR CATCH BASINS
i W-04 - CONCRETE OPEN THROAT CATCH BASIN
O d 840.14 - CONCRETE DROP INLET
840.16 - DROP INLET FRAME AND GRATES
840.31 - CONCRETE JUNCTION BOX
a q O 840.36 - TRWFIC BEARING GRATED DROP INLET
r,yY MY i 840.45 - PRECAST DRAINAGE STRUCTURE
i I 840.52 - PRECAST MANHOLE
{ N 1 838.80 - PRECAST CONCRETE ENDWALL
BE D
600.5(GR) Y. >" PIS SHAD..- LW ON STRAGLfT AL{GNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD,
600.2(TP) 1.O(TS) CONNECT ROOF 600.5(1P)
r 6_ STORM PiPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
DRAINS TO
HOPE HEADER PiPE I
110'-15'HDPE SD CLE40A I TYPE 1: RCP, CLASS IN PER ASTM C-76, WiTH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
0 0.50X (WATER -TOM_ TRIM=600.4 !
--- r ~ - g(�j - INV.IN=595.2 I TYPE 2: HIGH DENSITY POLYETHYLENE PiPE (HDPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S AND MP7-97 TYPE
x •4(TP) - - IFN.OUT=595.i�
600.4(TP) - - - - - I ! S. SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS.
80'-15"HDPE
_ PIPE SHALL BE INSTIN.LED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS
0 0`50% (WATERFFE--WI.0 x - - I I SHALL BE WATERTIGHT.
7, ALL STORM DRAINAGE 11THIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
- - - - 600.4(i8 - - - - - - x I 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO
� ^
- - 600.33( P) 6M 8(T3) 1.O(15)
PAD GRADING NOTE: REMOVE SILT ARID DEBRIS.
CRATE INLET _ 600.3(TP) Jim) 600.80s) GRADING CONTRACTOR TO GRADE SUB -GRADE 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION U SHALL BE THE CONTRACTORS RESPONSIBILITY
EROSION CONTROL NOTES. RIM-�'4 - 6a0.3(TP) ` " m 8" ILow FlNlsk FLOOR ELEVATION (IFF). i TO REPAIR AND/oR REPLACE THE IXisnNG STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
INY.IN=596.35 -GRADING CONTRACTOR TO INSTALL 4' COMPACTED
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED 8Y - � -�� a�IW. UT 596.25 J T I � ;. t t POROI Mr 04E.Tt-TNE SLIT GRADE PER THE i ) 10. ALL STORM PIPE EMEiBNG STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.NCDENR PRIOR TO START OF CONSTRUCTION. --�. I SITE GEOTECHNICAL REPORT REQUIREMENTS.
x TOP OF POROUS FILL SHALL BE 4' BELOW try 1
I 6W.8('TS f FINISH FLOOR ELEVATION. 11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
- 12. ALL STORM SEWER WHOLES IN PAVED AREAS SHALL BE FLUSH WiTH PAVEMENT, AND SFWL HAVE TRAFFIC BEARING RING do
EXISTING \ TiC LLC + 1 I x 600.8(TS) SEPr7C k COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHI BE LABELED 'STORM SEWER'.
WELL l �600- 600.3(TP) O TANK r 11 13. STRUCTURE TOP ELDATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
" 6DOA4(TP) ) ADO~ `
- - - - \ - x Q IX� , I i o s14. RIM ELEVATIONS AS NM ARE TO THE GUTTER FLOW LINE
LOT 7 - - � _ \ \ ` 1 - WELL , ov,_ � r- !
QARRn L. REED & X \ - -
LAUR4 L RINCON LIMITS OFr 120'-12'HDPE
D8 26M, PG 954 \ \ 0 0.50% (WATER TIGIiT)_ , - - - -
PIN. 8778-10-9755 ' ' \ ~ \ \ RIM-599'2 599.9(iP) � _
1) ISM LEGEND:
`\ N. � - - left / 1.1(TP) /' ~ )
TC OP OF CURB
N89'09'26'W 438.05' (11E) 1p� !BOAT i \ `\ - - - -
..` / - f I T
SET
L9 L6 r ~ ! GT......*. GUiTER FLOW uNE
---�/a-----iw/a-----M/a------Ava-----a/a-----•--r+✓a------ewa-----F4/a--- � �„ ,.`� L7 L5
Ou / /�` Bf1Vi 1- OLA�-�_ o O --�- "" - - - -� - - - - �75 26.36' L3 TP.......... TOP OF PAVEMENT
IRON PIPE , _ -_- A -- - ° L' �`F ���--= �- -_ -- � � , - - - � - , L4 `-ice-r - �� N8.5'S4 27� g � ..........
_ 172.0 {
.� _ _ .�� { TS TOP OF SIDEWALK
_ - ur �TT- aT- _` �T^ - - IIi_-_ ` _` "- - - _ _ O iRGH%-0E-WAYJ� ++�� i I TW.......... TOP OF WALL
EDGE OF PAVl:�IVT � ` - - - - - - -- - -- - - - - - -• - -�T�-' - � �=--�` - ` ~ U--- 12' IRON I
L 16 L 15 L 14 A \ �T R PIPE SLT
M ! BW..........BOTTOM OF WALL
GRADE To L 13 5 L 12 L 11 L 10 CB .......... CATCH BASIN
BROAD DITCH / l ,
N85'S427'k� � I GL...........cIRATE INLET
W. o���s�oRo c�r�-x�i�o� (SR005 --�_____205.96EDGE PAVE7lENT-- - - FES..........FLARED END SECTION
/ ~ _ _ (CIL RW) ------
PAVEMENT"` - - _ A NG I A .......... YARD INLET
_R/M - - -- _R/„_____R/,,-___- Rnr___- R 60' PUBLIC RIGHT-OF-WAY �_ NA! GR..........GROUND
-/w...,.----R/M-----R/M-•----R/W-----R � ' '� /r+ - - - - - R/w - - - - R/w - �I R7.� ` - Rnr - - - - - Rnr - - - - R/r - - - - RA - - - RA - - - - - wn - - - - - /,, - - - --AF`� ..........FLOW DIRECTION ARROW
- -�-- ]'IAA- - �
I DRIVEWAY I R - R�r - - - - R/w .- - -
' R/w ` R/R' - -
R/W -
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
0
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% a SEAL
24434�, 3
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
e - - _. ; e ' -- *--r-•�• r �', �---;"• ' 7 •"'r-.� ' rf ��'� j V E ;�-r -{r-r 1 -I. 4 x't• a 3
a x , e B i e j � ' I 1 F �' !, � r. �� o � l' 1 � r ''' 1 ,: i !' � 43 � �• ,' f � i � a�:±�;, h, �i +. 1., i�j t
BE D
600.5(GR) Y. >" PIS SHAD..- LW ON STRAGLfT AL{GNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD,
600.2(TP) 1.O(TS) CONNECT ROOF 600.5(1P)
r 6_ STORM PiPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
DRAINS TO
HOPE HEADER PiPE I
110'-15'HDPE SD CLE40A I TYPE 1: RCP, CLASS IN PER ASTM C-76, WiTH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
0 0.50X (WATER -TOM_ TRIM=600.4 !
--- r ~ - g(�j - INV.IN=595.2 I TYPE 2: HIGH DENSITY POLYETHYLENE PiPE (HDPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S AND MP7-97 TYPE
x •4(TP) - - IFN.OUT=595.i�
600.4(TP) - - - - - I ! S. SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS.
80'-15"HDPE
_ PIPE SHALL BE INSTIN.LED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS
0 0`50% (WATERFFE--WI.0 x - - I I SHALL BE WATERTIGHT.
7, ALL STORM DRAINAGE 11THIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
- - - - 600.4(i8 - - - - - - x I 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO
� ^
- - 600.33( P) 6M 8(T3) 1.O(15)
PAD GRADING NOTE: REMOVE SILT ARID DEBRIS.
CRATE INLET _ 600.3(TP) Jim) 600.80s) GRADING CONTRACTOR TO GRADE SUB -GRADE 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION U SHALL BE THE CONTRACTORS RESPONSIBILITY
EROSION CONTROL NOTES. RIM-�'4 - 6a0.3(TP) ` " m 8" ILow FlNlsk FLOOR ELEVATION (IFF). i TO REPAIR AND/oR REPLACE THE IXisnNG STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
INY.IN=596.35 -GRADING CONTRACTOR TO INSTALL 4' COMPACTED
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED 8Y - � -�� a�IW. UT 596.25 J T I � ;. t t POROI Mr 04E.Tt-TNE SLIT GRADE PER THE i ) 10. ALL STORM PIPE EMEiBNG STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.NCDENR PRIOR TO START OF CONSTRUCTION. --�. I SITE GEOTECHNICAL REPORT REQUIREMENTS.
x TOP OF POROUS FILL SHALL BE 4' BELOW try 1
I 6W.8('TS f FINISH FLOOR ELEVATION. 11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
- 12. ALL STORM SEWER WHOLES IN PAVED AREAS SHALL BE FLUSH WiTH PAVEMENT, AND SFWL HAVE TRAFFIC BEARING RING do
EXISTING \ TiC LLC + 1 I x 600.8(TS) SEPr7C k COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHI BE LABELED 'STORM SEWER'.
WELL l �600- 600.3(TP) O TANK r 11 13. STRUCTURE TOP ELDATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
" 6DOA4(TP) ) ADO~ `
- - - - \ - x Q IX� , I i o s14. RIM ELEVATIONS AS NM ARE TO THE GUTTER FLOW LINE
LOT 7 - - � _ \ \ ` 1 - WELL , ov,_ � r- !
QARRn L. REED & X \ - -
LAUR4 L RINCON LIMITS OFr 120'-12'HDPE
D8 26M, PG 954 \ \ 0 0.50% (WATER TIGIiT)_ , - - - -
PIN. 8778-10-9755 ' ' \ ~ \ \ RIM-599'2 599.9(iP) � _
1) ISM LEGEND:
`\ N. � - - left / 1.1(TP) /' ~ )
TC OP OF CURB
N89'09'26'W 438.05' (11E) 1p� !BOAT i \ `\ - - - -
..` / - f I T
SET
L9 L6 r ~ ! GT......*. GUiTER FLOW uNE
---�/a-----iw/a-----M/a------Ava-----a/a-----•--r+✓a------ewa-----F4/a--- � �„ ,.`� L7 L5
Ou / /�` Bf1Vi 1- OLA�-�_ o O --�- "" - - - -� - - - - �75 26.36' L3 TP.......... TOP OF PAVEMENT
IRON PIPE , _ -_- A -- - ° L' �`F ���--= �- -_ -- � � , - - - � - , L4 `-ice-r - �� N8.5'S4 27� g � ..........
_ 172.0 {
.� _ _ .�� { TS TOP OF SIDEWALK
_ - ur �TT- aT- _` �T^ - - IIi_-_ ` _` "- - - _ _ O iRGH%-0E-WAYJ� ++�� i I TW.......... TOP OF WALL
EDGE OF PAVl:�IVT � ` - - - - - - -- - -- - - - - - -• - -�T�-' - � �=--�` - ` ~ U--- 12' IRON I
L 16 L 15 L 14 A \ �T R PIPE SLT
M ! BW..........BOTTOM OF WALL
GRADE To L 13 5 L 12 L 11 L 10 CB .......... CATCH BASIN
BROAD DITCH / l ,
N85'S427'k� � I GL...........cIRATE INLET
W. o���s�oRo c�r�-x�i�o� (SR005 --�_____205.96EDGE PAVE7lENT-- - - FES..........FLARED END SECTION
/ ~ _ _ (CIL RW) ------
PAVEMENT"` - - _ A NG I A .......... YARD INLET
_R/M - - -- _R/„_____R/,,-___- Rnr___- R 60' PUBLIC RIGHT-OF-WAY �_ NA! GR..........GROUND
-/w...,.----R/M-----R/M-•----R/W-----R � ' '� /r+ - - - - - R/w - - - - R/w - �I R7.� ` - Rnr - - - - - Rnr - - - - R/r - - - - RA - - - RA - - - - - wn - - - - - /,, - - - --AF`� ..........FLOW DIRECTION ARROW
- -�-- ]'IAA- - �
I DRIVEWAY I R - R�r - - - - R/w .- - -
' R/w ` R/R' - -
R/W -
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
0
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t
% a SEAL
24434�, 3
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7b
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
e - - _. ; e ' -- *--r-•�• r �', �---;"• ' 7 •"'r-.� ' rf ��'� j V E ;�-r -{r-r 1 -I. 4 x't• a 3
a x , e B i e j � ' I 1 F �' !, � r. �� o � l' 1 � r ''' 1 ,: i !' � 43 � �• ,' f � i � a�:±�;, h, �i +. 1., i�j t
CRATE INLET _ 600.3(TP) Jim) 600.80s) GRADING CONTRACTOR TO GRADE SUB -GRADE 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION U SHALL BE THE CONTRACTORS RESPONSIBILITY
EROSION CONTROL NOTES. RIM-�'4 - 6a0.3(TP) ` " m 8" ILow FlNlsk FLOOR ELEVATION (IFF). i TO REPAIR AND/oR REPLACE THE IXisnNG STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
INY.IN=596.35 -GRADING CONTRACTOR TO INSTALL 4' COMPACTED
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED 8Y - � -�� a�IW. UT 596.25 J T I � ;. t t POROI Mr 04E.Tt-TNE SLIT GRADE PER THE i ) 10. ALL STORM PIPE EMEiBNG STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.NCDENR PRIOR TO START OF CONSTRUCTION. --�. I SITE GEOTECHNICAL REPORT REQUIREMENTS.
x TOP OF POROUS FILL SHALL BE 4' BELOW try 1
I 6W.8('TS f FINISH FLOOR ELEVATION. 11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
- 12. ALL STORM SEWER WHOLES IN PAVED AREAS SHALL BE FLUSH WiTH PAVEMENT, AND SFWL HAVE TRAFFIC BEARING RING do
EXISTING \ TiC LLC + 1 I x 600.8(TS) SEPr7C k COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHI BE LABELED 'STORM SEWER'.
WELL l �600- 600.3(TP) O TANK r 11 13. STRUCTURE TOP ELDATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
" 6DOA4(TP) ) ADO~ `
- - - - \ - x Q IX� , I i o s14. RIM ELEVATIONS AS NM ARE TO THE GUTTER FLOW LINE
LOT 7 - - � _ \ \ ` 1 - WELL , ov,_ � r- !
QARRn L. REED & X \ - -
LAUR4 L RINCON LIMITS OFr 120'-12'HDPE
D8 26M, PG 954 \ \ 0 0.50% (WATER TIGIiT)_ , - - - -
PIN. 8778-10-9755 ' ' \ ~ \ \ RIM-599'2 599.9(iP) � _
1) ISM LEGEND:
`\ N. � - - left / 1.1(TP) /' ~ )
TC OP OF CURB
N89'09'26'W 438.05' (11E) 1p� !BOAT i \ `\ - - - -
..` / - f I T
SET
L9 L6 r ~ ! GT......*. GUiTER FLOW uNE
---�/a-----iw/a-----M/a------Ava-----a/a-----•--r+✓a------ewa-----F4/a--- � �„ ,.`� L7 L5
Ou / /�` Bf1Vi 1- OLA�-�_ o O --�- "" - - - -� - - - - �75 26.36' L3 TP.......... TOP OF PAVEMENT
IRON PIPE , _ -_- A -- - ° L' �`F ���--= �- -_ -- � � , - - - � - , L4 `-ice-r - �� N8.5'S4 27� g � ..........
_ 172.0 {
.� _ _ .�� { TS TOP OF SIDEWALK
_ - ur �TT- aT- _` �T^ - - IIi_-_ ` _` "- - - _ _ O iRGH%-0E-WAYJ� ++�� i I TW.......... TOP OF WALL
EDGE OF PAVl:�IVT � ` - - - - - - -- - -- - - - - - -• - -�T�-' - � �=--�` - ` ~ U--- 12' IRON I
L 16 L 15 L 14 A \ �T R PIPE SLT
M ! BW..........BOTTOM OF WALL
GRADE To L 13 5 L 12 L 11 L 10 CB .......... CATCH BASIN
BROAD DITCH / l ,
N85'S427'k� � I GL...........cIRATE INLET
W. o���s�oRo c�r�-x�i�o� (SR005 --�_____205.96EDGE PAVE7lENT-- - - FES..........FLARED END SECTION
/ ~ _ _ (CIL RW) ------
PAVEMENT"` - - _ A NG I A .......... YARD INLET
_R/M - - -- _R/„_____R/,,-___- Rnr___- R 60' PUBLIC RIGHT-OF-WAY �_ NA! GR..........GROUND
-/w...,.----R/M-----R/M-•----R/W-----R � ' '� /r+ - - - - - R/w - - - - R/w - �I R7.� ` - Rnr - - - - - Rnr - - - - R/r - - - - RA - - - RA - - - - - wn - - - - - /,, - - - --AF`� ..........FLOW DIRECTION ARROW
- -�-- ]'IAA- - �
I DRIVEWAY I R - R�r - - - - R/w .- - -
' R/w ` R/R' - -
R/W -
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
0
� o 4- !
t
% a SEAL
24434�, 3
t .
,g r
•
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7b
c�
O':
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0
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� O
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
e - - _. ; e ' -- *--r-•�• r �', �---;"• ' 7 •"'r-.� ' rf ��'� j V E ;�-r -{r-r 1 -I. 4 x't• a 3
a x , e B i e j � ' I 1 F �' !, � r. �� o � l' 1 � r ''' 1 ,: i !' � 43 � �• ,' f � i � a�:±�;, h, �i +. 1., i�j t
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
gventers®vanguardpg.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 7/25/13
JOB NUMBER: 004060
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
e - - _. ; e ' -- *--r-•�• r �', �---;"• ' 7 •"'r-.� ' rf ��'� j V E ;�-r -{r-r 1 -I. 4 x't• a 3
a x , e B i e j � ' I 1 F �' !, � r. �� o � l' 1 � r ''' 1 ,: i !' � 43 � �• ,' f � i � a�:±�;, h, �i +. 1., i�j t

l
i'j_A_.- - _ •� 3:,- I. '! !'. 1( _.. ii ..5 _._�1. y'_'T k;'
r - -F 1:5u:"AI(D "I
BMp elemen :
Potentialproblem:
How I will rem rate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
e perimeter of the bio-reten on cell
,areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then plant
a ground cover and water until it
is established. Provide lime and
a one-time fertilizer application
Maintain vegetation at a height
of approximately six inches.
e inlet device: pipe, stone verge or
Swale
The pipe is clogged.
Unclog the pipe. Dispose 6T the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged
Erosion is occurring in the
Regrode the swale if necessary
swale.
to smooth R over and provide
erosion control devices such as
reinforced turf matting or riprop
to avoid future problems with
erosion.
Stone verge is clogged or covered
in sediment
Remove sediment and clogged stone
and replace with clean stone.
e pretreatment area
Flow is bypassing pretreatment
area and/or gullies have formed
"rode if necessary to roue all
flow to the pretreament area.
Restabilize the area after grading.
Sediment has accumulated o a
depth greater than three inches
arc or a source -of the sediment
and remedy the problem if possible.
Remove the sediment and restabilize the
pretreatment area.
B-osion has occu I
Provide aMnal erosion protection
such as reinforced turf matting or
rip -rap if needed to prevent future
erosion problems.
Weeds are present.
emove the weeds, preferably by
hand.
e bio-retention cell:
Best professional practices
Prune according to best
Vegetation
show that pruning is needed
to maintain optimal plant
professional practices
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cower if a
soil test indicates it is necessary.
Tree stakes wires are present six
months after planting.
Remove tree stakes wires which can
kill the tree if not removed)
The biro -retention cell:
Mulch is breaking down or has
Spot mulch if there are only random void
soils and mulch
floated away.
areas. Replace whole mulch layer if
necessary. Remove the remaining
mulch and replace with triple
shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are clogged
Determine the extend of the clogging.
with sediment
Remove and replace either just the
top layers or the entire media as needed.
Dispose of the spoil in an appropriate
off -site location. Use triple shredded
hard wood mulch at a maximum depth of
three inches. Search for the source
of the sediment and remedy the
problem if possible.
An annual soil test shows that pH has
Dolomitic lime shall be applied as
dropped or heavy metals have accumulated
in the soil media
recommended per the soil test and
toxic soils shall be removed, disposed
of properly and replaced with new
planting material.
The underdrain system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop in . Dispose of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet.
Contact the local NC Division of
Water Quality Regional Office, or
the 401 Oversight Unit at
919-733-1786,
RIO-RFTFNTTON SOTT, MTXTIIRF
ITEM
PERCENT BY VOLUME
MATERIAL
SAND
85%-88%
CONSTRUCTION SAND
FINES
8%-12%
SILT
ORGANIC MATTER
3%-5%
COMPOST/PEAT MOSS
PERMEA$ILTTY
THE PERMEABILITY SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR,
AND 1-2 INCHES PER HOUR IS PREFERRED.
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
LENGTH VARIES -SEE PLANS
OUTLET PIPE SHAPE OF ENO-REIEKTi0N
REFER TO GRADING PLAN AREA MAY BE IRREGULAR
CLEWUT
OVERFLOW OUTLET STRUCTURE. 14�1 CLEANOUT WITH THREADED LID
(AT 100 FEET MAX. HORIZ.
REFER TO CHART do DETAIL FOR STRUCTURE
ELEVATIONS do DIMENSIONS SPACING)
j
8" SCHEDULE 40 PVC, SDR35, OR SMOOTH
GRASS SOD CLLANOUT WITH THREADED LID
WALL CORRUGATED PLASTIC PIPE WITH 3/8" TOP OF EMBIWI(MENi ENTIREION 81O-RETENTAREA PERFERATIONS 0 6' ON CENTER (4 HOLES
(AT 100 FEET MAX. HOR1Z,
REFER TO CHART FOR ELEVATION (BERMUDA SOD) PER ROW)
SPACING)
PLAN VIEW
STAB TOP WITH MANHOLE RING
FOR ACCESS
BERMUDA SOU
POND DATA
TOP OF EMBANKMENT ELEVATION =597.0
25 YEAR STORM ELEVATION = 596.99
10 YEAR STORM ELEVATION = 596.73
2 YEAR STORM ELEVATION = 596.18
PRL�r
OUTLET STRUCTURE
WITH STEPS
SPILLWAY ELEVATION = 596.0
1 YEAR STORM ELEVATION = 595.97
1' STORM ELEVATION = 595.09
FILTER BED ELEVATION = 595.0
GEOTEXTILE LINING
B10-RETENTION
RM BETWEEN 810-REION SOIL
�r SOIL MIXTURE
MIXTURE AND RESIDUAL SOILS
(NON -WOVEN GEOTEXTILE FABRIC
WITH MIN. PERMITTIVITY RATE OF
75 GAL/MIN/FT2)
_ - -
I OUTLET
4' WASHED SAND
BOTTOM OF SOIL MIXTURE = 593.0
PIPE
DEPTH
VARIES
I
FILTER FABRIC AROUND
BOTTOM OF GRAVEL./UNDERDRAIN = 591.7
i
UNDERDRAIN GRAVEL BED (TOP,
BOTTOM AND SIDES, TYP.)
(NON -WOVEN GEDTEXT1l1 FABRIC
EXISTING SURFACE ELEVEVATION=594.0
REFERTOGRADING
WITH MIN. PERMITTIVITY RATE OF
SEASONAL HIGH WATER TABLE DEPTH=5FT+
PLAN FOR M�EVVERT
75 GAL/MIN/Ff2)
SEASONAL HIGH WATER TABLE ELEVATION=M.4
ELEVATIONS
8(MIN) UNDERDRAIN GRAVEL
REFER TO GRADING
BED (J57 WASHED STONE)
PLAN FOR OUTLET PIPE
BIO-RETENTION
CONTROL STRUCTURE
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER HYBRID BERMUDA GRASS OR CENTIPEDE THAT HAS BEEN GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
BIO--RETENTION SOIL MIXTURE:
Bio-retention Soil Mixture (MM . shall be placed and graded using low ground -contact pressure equipment or by excavators and/or backhoes
operating on the ground adjacent to the bio-retention facility. No heavy equipment shall be used within the perimeter of the bio-retention
facility before, during, or after the placement of the BSM. The BSM shall be placed in horizontal layers not to exceed 12 inches for the
entire area of the bio-retention facility. The BSM shall be compacted by saturating the entire area of the bio-retention facility after each
lift of BSM is placed until water flows from the under-droin. Water for saturation shall be applied by spraying or sprinkling. An appropriate
sediment control device shall be used to treat any sediment -laden water discharged from the under -drain. If the BSM becomes
contaminated during the construction of the facility, the contaminated material shall be removed and replaced with uncontaminated material at
no additional cost to the Administration. Final grading of the BSM shall be performed after a 24-hour settling period. Final elevations shall
be within 2 inches of elevations shown on the Contract Plans.
The Bio--retention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials or substances shall be mixed or dumped within the bio-retention area that may be harmful to plant growth, or prove a
hindrance to the planting or maintenance operations.
Prior to placing the under-droin and the BSM, the bottom of the excavation shall be roto-tilled to a minimum depth of 6 inches to alleviate
any compaction of the facility bottom. Any substitute method for roto-tilling must be approved by the Engineer prior to use. Any ponded
water shall be removed from the bottom of the facility and the soil shall be friable before roto-tilling.
Once the BSM has been placed the entire bio-retention area shall be sodded with grass that has been grown in sandy soils or that has the
roots washed clean of any clay or other materials that could clog the function of the bio-retention system.
OPERATION AND MAINTENANCE
North Carolina storm water rules require annual inspections by the regulating agency of bio-retention areas as a minimum. More frequent
inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of bio-retention areas.
A. Rainfall Event
1. Inspect the basin after every runoff -producing rainfall evenL
B. Monthly Inspection
1. Inspect the basin monthly
2. Check the bio-retention area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative and rock fifters for sediment accumulation, erosion and proper operation of the flow spreader
mechanism and repair as necessary.
C. Quarterly Inspection
1. Inspect the collection system (i.e. cotch basin, pipes and gross swales) for proper functioning. Clear accumulated trash from
basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace rip-rop and repair broken pipes.
3. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair eroded areas
immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where accumulated sediment is noted.
2. Inspect the embankment taking note of any wet areas where water may be seeping through the soil.
E. General Inspection
1. Maximum grass height is to be bin.
2. No woody vegetation shall be allowed to grow in the bio-retention area.
3. Debris shall be removed from blocking the inlet and outlet structures and from areas of potential clogging.
4. Periodic removal of dead vegetation shall be accomplished.
5. All components of the bio-retention system must be kept in good working order.
1 BIO-RETENTION DETAILS
N.T.S.
OUTLET CONTROL STRUCTURE
SCALE: N.T.S.
REFER TO CHART FOR
OVERFLOW OUTLET TOP OF BERM ELEVATION
REFER TO DETAIL FOR GRASS SOD
ELEVATIONS do DIMENSIONS (BERMUDA SOD)
REFER BOTTOM ELEVATION
SOD ON SIDE SLOPES (REQ'D --/ ;10' MIN. 2FT MINIMUM
FOR FIRST PLANTING YEAR) BIORETENTION SOIL DEPTH
BIORETENTION SOIL MIXTURE
SCARIFY NATIVE SOIL
NO COMPACTION
4' WASHED SAND
8-(MIN) UNDERDRAIN GRAVEL
BED (157 WASHED STONE)
BIO-RETENTION CROSS-SECTION
STORMWATER MANAGEMENT DATA
RIVER BASW:
CAPE FEAR
RECEIWNG STREAM NAIL
CANE CREEK
STREAM CLASS:
WS Y, NSW
STREAM INDEX:
16-28
BIO-RETENTION:
DRAINAGE AREA--
1.2AC (52,275SF)
IMPERVIOUS AREA---
0.65AC (28,415SF)
WATER QUALITY VOLUME REQEMRED=
2341CF
WATER QUALITY VOLUME PROVIDED=
2,530CF
l
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r r
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OUTLET CONT)3pLOftUCTURE-----�
' �99alO fUtETAIL THIS SHEET
i & GRADING PLAN r
-- 6' UNDERDRAIN
f (�)�
BIO-RETENTION
STAGE
STORAGE
TABLE
STAGE
ELEVATION
CONTOW
fAlCRfAWAL
TOTAL
rFV
(Fo
A& (-,;F)
SMRWE (CF)
S> (CF)
0.0
595
25M
0
0
0.5
595.5
2870
1349
1349
1.0
596
3225
152.E
2872
1.5
596.5
M95
1704
4576
2.0
597
3975
1892
6467
------- --------------------- --
t `590�
I IN
= �s
91�
�I
r
4
] am.
S191
r
14
m�
1
RIM=595.7
INV=592.0
INLET PIPE WITH
i RIP -RAP APRON
BIO-RETENTION CONSTRUCTION SEQUENCE:
NOTE: Step 1. Constn►ction of the bioretention area may only bean after the contributing drainage area has been $ ,� : • ' , d " . ; < .
A REPORT Std~LL stabilized. It may be necessary to block certain curb or other inlets while the bioretention area is being _
PROVt0E0 #M W-RETU41I01d SOIL constructed. The proposed site should be checked for existing utilities prior to any excavation. / .'•"
MXl M 15 NV PUCE - RM TO Step 2. Temporary E&S controls are needed during construction of the bioretention arcs to divert stormwater STOIRAfWATER AIATV4GEAfEAR NOTES FOR • '
REQUMSOVIS away from the Woretention area until it is completed. Maintain erasion control measures in place until
bioretention arse has been completed. Special protection measures such as erosion control fabrics may be
needed to protect vulnerable side slopes from erosion during the construction process. W " ' CLEANOUT
RIM=595.7 ` Jr9�
Step 3. Excavators or bacidum should work from the sides to excavate the bkft4ention area to its appropriate / INV=592.0
NOTES: design depth and dimensions. Excavating equipment should have scoops with adequate reach so they do not
1. ALL BID-REfENTIOIV SHALL RAVE AN AC�SS EASEMENT have to sit inside the footprint of the bioretantion area. Contractors should use a cell construction approach in w w" `; "� d;(,; REFER TO GRASS SOD NOTE
CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY. larger Woretention basins. whereby Itle basin is split into 5D0 l0 1,000 sq. ft temporary cells with a 10-15 w w r ,� , • '~ ; : � ./.... a� . � � THIS SHEET FOR
foot earth bridge in tpetweerp, so that kxNs can be excavated from the side. -' ' - r - � REQUIREMENTS
2. ALL DRIB WE AREAS TO A BIG -RE BI ION FACILITY ARE
TO BE STABILIZED PRIOR TO INSTALLATION OF SOILS OR Step 4. it may be necessary to rip the bottom soils to a depth of 6 to 12 inches to promote greater
GRASS SOD. infrilraiion. / _
3. WRAP PERFORATED UNDERDRAIN WITH FILTER FABRIC Step 5. Place geotexble fabric on the sides of the bioretantion area with a 6-inch overlap on the sides. Place / �
PRIOR TO MFILLIJG. the appropriate depth of stone on the bottom, install the perforated underdrain pipe, place stone above the ` -- _ - - - - -- � rn
underdrain pipe, and add sand layer between the underdrain and the soil media layer.
4. UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS
IL -
SPACED AT 6' CENTERS, MIN. 4 HOLES PER ROW. MAX Step 6. Deliver the sal media from on approved vendor, and store it on an adjacent impervious area or plastic / �®
SPACING OF UNDL]tDRitlN PIPE IS 10 FEET ON CENTER. sheeting. Apply the media in 12-inch fifts until the desired top elevation of the bioretentim area is achieved. AIR
Wait a few days to check for settlement, and add additional media, as needed, to achieve the design elevation.
5. UNDERDRAIN CLEANOUIS MUST EXTEND A MIN. OF 6 S 7. Install the tation, and water accordin / _ W
INCHES ABOVE TOP SURFACE OF GRASS LAYER, thP 9h•CRI
PREFERABLY TO THE TOP OF DESIGN MAXIMUM PONDING
DEPTH IN THE BIO-RETEIMON BASIN. Step 8. Coordinate with inspector and engineer to conduct the final construction inspection. Upon completion of BIO-RETENTION BASIN - PLAN VIEW
bioretentim fadk remove temporary erosion control measures and complete final stabilization of the project. I rr-15'
SO TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
Tnlowder®trianglesitedesign.com
NC LICENSE #P-0619
SEAL:
00, rrrtie e4
CARO
SEAL =
244345
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1i
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
7/25/13
JOB NUMBER:
004060
TITLE: STORMWATER
MANAGEMENT
DETAILS
SHEET NUMBER:
C-to
COMMENTS:
ri
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