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CONSTRUCTION DRAWINGS
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PRELIMINARY PLAN APPROVAL: MARCH 8, 2023 " �" Z °°oz
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TOWN OF HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA 9 ���
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RESERVED FOR TOWN OF HOLLY SPRINGS USE u)u)z
HOLLY SPRINGS DEVELOPMENT NUMBER:22-DP-07 Q Q Q
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Sheet List Table W W W
DEVELOPER: NOTES: Sheet Number Sheet Title o
UNIFIED DEVELOPMENT GROUP, LLC 1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND C0.0 COVER SHEET
9133 FAWN HILL COURT 2. CONSTRUCTION STANDARDS. _
CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
RALEIGH, NC 27617 CONSTRUCTION.DEVELOPMENT FEES(ACREAGE,FEE-IN-LIEU OF ASSESSMENT AND C2.0 SITE PLAN ❑ M M M rn
INSPECTION FEES AND OTHERS AS REQURIED MAY BE APPLICABLE)ARE DUE BEFORE W N o 0 0
VISH PANJWANI CONSTRUCTION DRAWING APPROVAL. C3.0 GRADING AND DRAINAGE PLAN Eorcain
[e-mail] 3. ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMBED TENANT MIX AT TIME OF C3.1 SPOT GRADING PLAN a ❑ o-NN
SUBMITTAL. C3.2 STORM PLAN AND PROFILE p
4. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL C4.0 EROSION CONTROL PLAN PHASE DATE
CIVIL ENGINEER: PROCESS. >
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.NO TITLE °O� C4.1 EROSION CONTROL PLAN PHASE II g 06/27/2022
TIMMONS GROUP EXAMINATION HAS BEEN DONE BY TIMMONS GROUP. %s C5.0 UTILITY PLAN DRAWN BY
5410 TRINITY ROAD,STE. 102 6. PROPERTY IS IN ZONE X,NOT IN A SPECIAL FLOOD HAZARD AREA BY FEMA FIRM MAP NO. �9
3720065800J AND 3720064800J PANELS 0658 AND 0648 LAST REVISED ON MAY 2,2006. oG Qce L1.0 PLANTING PLAN 332
RALEIGH, NC 27607 7. POND INFORMATION TAKEN FROM PLANS BY STEWART-PROCTOR ENGINEERING AND 09 9 L1.1 PLANTING DETAILS
• DESIGNED BY
RICK BAKER,PE SURVEYING ENTITLED"CONSTRUCTION PLANS FOR COLLINS PARK"DATED 2-27-17 AND o-5-,;.
•*`‘ -.tew�,'.*t.}4T^ et. '0'7'e' C7.0 NOTES AND DETAILS
LAST REVISED ON 11-21-18. •• 332
[phone] 8. ADJACENT PARCEL STORM INFORMATION TAKEN FROM PLANS BY BASS,NIXON,& O�� Z" C7.1 NOTES AND DETAILS
[e-mail] KENNEDY,INC.DATED 03-15-2022.TONS#20-DP-03-A01. 0,,P q' C7.2 NOTES AND DETAILS • CHECKED BY
9. NO N.C.G.S.SURVEY MONUMENT FOUND WITHIN 2,000'OF SUBJECT PROPERTY O� • • M.DAVIDSON
SURVEYED. 35 PROJECT C7.3 NOTES AND DETAILS
ARCHITECT: 10. VERTICAL CONTROL ESTABLISHED FROM SEWER ASBUILT INFORMATION TAKEN FROM cPy SITE C7.4 NOTES AND DETAILS • • SCALE
CALIENDO ARCHITECTS PLANS BY STEWART-PROCTOR ENGINEERING ENTITLED"CONSTRUCTION PLANS FOR RALPH STEPHENS RD. -. C7.5 NOTES AND DETAILS • AS SHOWN
315 POLK STREET COLLINS PARK"AND DATED 2-27-17 AND LAST REVISED ON 11-21-18.HORIZONTAL AND C7.6 NOTES AND DETAILS •
VERTICAL CONTROL ESTABLISHED FROM THESE PLANS ARE BASED OFF OF NCGS
RALEIGH,NC 27604 MONUMENTS"HOLLY SPRINGS"AND"HILLSPRING"(NAD 83)VERTICAL DATUM BASED ON Y?s' •
A100 FLOOR PLAN
J OH N CALIENDO NCGS MONUMENT"HOLLY SPRINGS"(NAVD 88)AS SHOWN ON SURVEY BY FREELAND Go A400 BUILDING ELEVATIONS
AND ASSOCIATES,INC.ENTITLED"TOPOGRAPHIC SURVEY FOR LOWES HOME CENTERS, oO'' A401 BUILDING ELEVATIONS
JCALIEN [e-mail] INC."AND DATED 3-18-08 AND LAST REVISED ON 5-07-08. .
[phone] LP1.0 DUKE LIGHTING PLAN
CONDITIONS OF APPROVAL: ` SITE DATA TABLE
LANDSCAPE ARCHITECT: 1. ALL PREVIOUS CONDITIONS OF APPROVAL FOR COLLINS PARK MASTER PLAN APPLY TO 1 SCALE I"=500'
THIS PLAN EXCEPT FOR ANY CONDITION THAT DESCRIBES A FEE OR A FEE-IN-LIEU TO BE PIN 0658052442
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TIMMONS GROUP PAID SHALL NOW COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S 0 500' 1000 SITE ADDRESS 2201 RALPH STEPHENS RD. 3
5410 TRINITY ROAD,STE. 102 CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. SITE AREA 1.42 AC
2. THE FIRE FLOW ANALYSIS IS UNDER REVIEW WITH THE SHOPPES AT COLLINS PARK
RALEIGH, NC 27607 DEVELOPMENT PLAN.THIS REVIEW MUST BE FINALIZED PRIOR TO THIS DEVELOPMENT VICINITY MAP USE SUMMARY INTEGRATED CENTER-COMMERCIAL Q
MIKE DAVIDSON,PLA PLAN RECEIVING APPROVAL. Z
3. APPROVAL OF STORMWATER MANAGEMENT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A ZONING CB-COMMUNITY BUSINESS 0CN [e-mail] LAND DISTURBANCE PERMIT OR CONSTRUCTION DRAWING APPROVAL.
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4. PAYMENT OF THE STORMWATER FEE-IN-LIEU WILL BE REQUIRED PRIOR TO CONSTRUCTION DEED AND PLAT DB 18779 PG 0976;PB 2020 PG 1729 NiQ
SURVEYOR: DRAWING APPROVAL. SETBACK/YARDS SUMMARY-NO ABUTTING RESIDENTIAL USES ri l V U G
5. ALL ITEMS LISTED ON THE STORMWATER SUBMITTAL CHECKLIST,FORM#16003,MUST BE MINIMUM FRONT YARD 50'-THOROUGHFARE(RALPH STEPHENS RD) U I- R
ROBINSON&PLANTE INCLUDED WITH THE FIRST CONSTRUCTION DRAWING SUBMITTAL. INFRASTRUCTURE QUANTITY TABLE re I o
970 TRINITY ROAD 6. THIS PROJECT WILL BE REQUIRED TO MEET TOWN'S NPDES PHASE II POST CONSTRUCTION LINEAR FOOTAGE OF PUBLIC SIDEWALK 43 LF 10'ALONG PERIMETER OF DEVELOPMENT O O Z
STORMWATER ORDINANCE. MINIMUM SIDE YARD 5'BETWEEN LOTS WITHIN SAME INTEGRATED CENTER Z
LINEAR FOOTAGE OF PRIVATE SIDEWALKS 546 LF (PER COLLINS PARK MASTER PLAN)
RALEIGH, NC 27607 7. ALL ENVIRONMENTAL PERMITS MUST BE OBTAINED PRIOR TO CONSTRUCTION DRAWING W LU t
m APPROVAL AND/OR ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THE ENTIRE LINEAR FOOTAGE OF FIRE LANE 270 LF (,7 Z W v
STUART PLANTE III MINIMUM REAR YARD 10'ALONG PERIMETER OF DEVELOPMENT z
[e-mail] PROJECT. NUMBER OF STORMWATER CONTROL MEASURES(SCM'S) N/A 5'BETWEEN LOTS WITHIN SAME INTEGRATED CENTER O =
l_, 8. ALL PREVIOUS CONDITIONS OF APPROVAL FOR COLLINS PARK MASTER PLAN APPLY TO W �/ U to
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23 THIS PLAN EXCEPT FOR ANY CONDITION THAT DESCRIBES A FEE OR A FEE-IN-LIEU TO BE LINEAR FOOTAGE OF PUBLIC WATER MAIN(BY SIZE) 8IN 35 LF BUILDING HEIGHT SUMMARY U Q Q Ce °m
PAID SHALL NOT COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S 6 IN 6 LF MIN./MAX.REQUIRED 25'MIN./55'MAX. :I -
CURRENT ANNUAL BUDGET OR ANY UNEXPIRED DEVELOPMENT AGREEMENT. 1 IN 38 LF PROPOSED HEIGHT(S) 30'-0"(TOP OF PARAPET) < ' w s
SIZE)
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FA 9. PRIOR TO CONSTRUCTION DRAWING APPROVAL,THE FOLLOWING ITEMS MUST BE LINEAR FOOTAGE OF PRIVATE WATER(BYO) a
2 IN 95 LF ONSITE PARKING SUMMARY
ADDRESSED: J U 0 ='o
LINEAR FOOTAGE OF PUBLIC SEWER MAIN(BY SIZE) N/A MINIMUM REQUIRED INTEGRATED CENTERS Z U P
a. STREET TREE LOCATIONS SHALL BE SHOWN WITH APPROVED LIGHTING FIXTURE O J
SURVEY BENCHMARK IN USE: VEHICULAR PARKING 4 SPACES PER 1000 SF OF GROSS LEASABLE AREA Z a Y i
5/8"CAPPED IRON REBAR SET LOCATIONS SHALL BE POSITIONED AS TO NOT INTERFERE WITH ANY LIGHTING LINEAR FOOTAGE OF PRIVATE SEWER(BY SIZE) 4 IN 341 LF SPACES: 7,500/250=30 SPACESZ< Il 0) a
E FIXTURES OR ANY SITE DISTANCE TRIANGLES.
o N:685,357.75' LINEAR FOOTAGE OF PUBLIC STORM SEWER(BY SIZE) 15 IN 17 LF U > g s
a E:2,050,449.46' 10. THE FIRE FLOW ANALYSIS IS UNDER REVIEW WITH THE SHOPPES AT COLLINS PARK TOTAL PROVIDED 40 SPACES(INCLUDING 2 ADA SPACES) J „`
E DEVELOPMENT PLAN.THIS REVIEW MUST BE FINALIZED PRIOR TO THIS DEVELOPMENT LINEAR FOOTAGE OF PRIVATE STORM SEWER(BY SIZE) 15 IN 347 LF VEHICULAR PARKING 121%OF MINIMUM REQUIRED WHICH REQUIRES A I J O
LOCATED N62°57'31"W 1,367.11 PLAN RECEIVING APPROVAL. NUMBER OF WATER METERS FOR DOMESTIC(BY SIZE) 2 IN 1 SPACES: WAIVER OF OFF-STREET PARKING REQUIREMENTS H O = `w 1
FEET FROM MINIMUM REQUIRED O 'O 8
8 NGS MONUMENT: NUMBER OF WATER METERS FOR IRRIGATION(BY SIZE) 1 IN 1 BICYCLE PARKING 5 BICYCLE SPACES/50 PARKING SPACES C) "
"WOODS" SPACES: 0Z U 3 y"€
PUBLISHED COORDINATES: TI MMON S GROUP TOTAL PROVIDED BICYCLE SIX(6)BICYCLE SPACES 0I- 0 0
m N:684,736.19' PARKING SPACES: 5 t
E:2,051.667.14' Project: Lot 2B Project No.:48018.001
oSANITARY SEWER FLOW SUMMARY '2 5
c I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED Calculated By:Adam Brown Date:05/10/2022 RESTAURANT(120 SEATS)=120'40 GPD=4,800 GPD I
2 IN ACCORDANCE WITH THE FOLLOWING PLANS,THE LATEST EDITION OF THE ENGINEERING DESIGN Checked By:Rick Baker,PE a t PROPOSED SEWER FLOW COMMERCIAL(10 EMPLOYEES)=10'25 GPD
9 AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN TOTAL=5,050 GPD
3 ORDINANCES AND POLICIES.THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW Wastewater Flow Rate Worksheet a
CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION DISTURBED AREA 1.5 ACRES±
STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR Number of Flow Rate Total Total Peaking 3 2
PROJECT: `O ttGll�°II^Igp7j,' - LiM: Units (GPD) (GPD) (GPM) Factor Total(GPM) PROPOSED IMPERVIOUS 0.78 ACRES±(INCLUDING 0.03 AC FUTURE IMPERVIOUS) °'
g3 841 VA Rp�� IT-t.,urant(Se.: ) �0 4,800 nI
/,EEss/o 4/- ®�' M=- ;a
® ,Q@ 4 Commercial(4,OOO SF)Employees r
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_\ SIGNATURE: .,022530 r GPD-Gallons Per Day GPM-Gallons Per Minute o
b 4;. i�N�t 0.� ,�.� Flow Rate Data From 1SA NCAC 02T.0114(01/01/2009)Pages 11-12 JOB NO.
r./1 W /2.1 Peaking Factor from Town of Holly Springs Engineering Design and Construction Standards,Sec.7,P_.S. 48018.00114
KNOW WHAT'S BELOW. 2 a
CALL 811 BEFORE YOU DIG. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOLLY SHEET NO.
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LEGEND DEMOLITION KEYNOTES SURVEY NOTES
IPF-IRON PIPE FOUND 0 TRAFFIC SIGNAL POLE NUMBER DESCRIPTION 1. ON SITE BOUNDARY,TOPOGRAPHY AND PLANIMETRIC INFORMATION IS TAKEN FROM A SURVEY x�1�\\11111//1//„
.\�CARp
lRF-IRON ROD FOUND DO1 EXISTING FEATURE TO REMAIN. BY TIMMONS GROUP DATED 8/23/2023.OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION ` � , "
IPS-IRON PIPE SET O WATER METER FROM OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP. ��, 'OFESS/0•f"'y9�.
WATER VALVE REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL, 2 ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE .2� 9
PT-CALCULATED POINT N STATE,AND FEDERAL REGULATIONS.CONTRACTOR TO ` o
DO2NOTED.
CM-CONCRETE MONUMENT COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY, _ .,022530
STREET TREES 3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
INSPECTORS,AND/OR UTILITY COMPANIES. y, O`
V, FIRE HYDRANT 4. OTHER SOURCES OF INFORMATION INCLUDE WAKE COUNTY GIS. �C' GME '��
ROW-RIGHT-OF-WAY D03 AREA OF OPEN CUT y
CQ, POWER POLE < GUY P/L-PROPERTY LINE RELOCATE AND/OR MODIFY EXISTING FEATURE TO REMAIN IN 5. PROPERTY IS IN ZONE X,NOT IN A SPECIAL FLOOD HAZARD AREA BY FEMA FIRM MAP NO. i',9,pp w Bt$g
• LIGHT POLE C/L-CENTERLINE SERVICE IN ACCORDANCE WITH ALL LOCAL,STATE,AND FEDERAL EXISTING
5800K PANEL 0658 LAST REVISED ON DULY 19,2022. T///IIi11111\\
D04 REGULATIONS.CONTRACTOR TO COORDINATE AS NEEDED WITH 6. EXISTING IMPERVIOUS AREA=0.0 ACRES
O MNDRAWAGE NTS-NOT TO SCALE 7. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY,AND ARE NOT ACCURATE FOR 12/05/2023
GV-GAS VALVE LOCAL MUNICIPALITY,INSPECTORS,AND/OR UTILITY COMPANIES. CONSTRUCTION PURPOSES.
la DRAINAGE INLET CB-CATCH BASIN
8. NO N.C.G.S.SURVEY MONUMENT FOUND WITHIN 2000'OF SUBJECT PROPERTY SURVEYED.
SD MH SANITARY GI-GRATE INLET 9. WITHIN ANY SIGHT DISTANCE EASEMENT,NOTHING CAN BE BUILT,INSTALLED OR PLANTED THAT E
Yl-YARD INLET POSES AN OBSTRUCTION OR RESTRICTS VEHICULAR VISIBILITY ALONG THE ADJACENT ROADWAY. 8.
MN WATER CI-CURB INLET c to to to
THE SIGHT DISTANCE EASEMENT IS THE AREA BETWEEN THE SIGHT DISTANCE LINE AND THE $E
ADJACENT RIGHT OF WAY. u y w w w
- DEED LINE 10. HORIZONTAL CONTROL IS BASED ON NC STATE GRID,NAD'83(2011)AS DETERMINED BY GPS. ' z 3 2 2 2
- - - - LINE NOT SURVEYED 11. VERTICAL CONTROL IS BASED ON NAVD'88. t;
TORM LINE 12. SITE LINEWORK FOR ADACENT PROPERTY IS FROM THE BOJANGLES RESTAURANT PLANS ¢ .�3 O O 0
--SANS FENCE SEALED ON 04/30/2021.INFORMATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION Q LL-m z z z z
--OHP-- OVERHEAD POWER LINE OoM
O K K K
ax' P EmmmW
Oa r7;'., »>vW
EDGE OF UNDERBRUSH DEMOLITION NOTES z�3‘, p
-ROAD CURB S .m LL . O O O S
ROAD STRIPING 1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND p =__,2
ASPHALT BE PROTECTED FROM DAMAGE. vOi t.. z O O O Z
2. CONTRACTOR TO OBTAIN,REFERENCE,AND UTILIZE ALL AVAILABLE ENVIRONMENTAL REPORTS(PHASE x v O z z z O
- -SIDEWALK CURVE TABLE 1 ESA,ASBESTOS,ETC.)FROM DEVELOPER. ' '- N 3 3 3 7'
,, n w-- 8/N WATERLINE �� W 0 0 0
--,rw „,, 12 IN WATERLINE 3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED H H H
CURVE RADIUS LENGTH CHORD BEARING CHORD OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.
EASEMENT 4. REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AND APPROVAL OF a a a
EOP-EDGE OF PAVEMENT RCP-REINFORCED CONCRETE PIPE Cl 171.50' 154.52' N18°3349"E 149.34' THE INSPECTOR.REFER TO EROSION CONTROL PLAN. 1 z z z
B-B-BACK OF CURB TO BACK OF CURB CMP-CORRUGATED METAL PIPE 5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY STOCKPILES SHALL 222
DB-DEED BOOK VCP-VITRIFIED CLAY PIPE BE LOCATED WITHIN CONSTRUCTION LIMITS. V'V'CO
PB-PLAT BOOK DIP-DUCTILE IRON PIPE 6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER OR OTHERS / w w w
PG-PAGE HOPE-HIGH DENSITY POLYETHYLENE PIPE EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO pl
SF-SQUARE FEET HVAC-HEATING,VENTILATION AND PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES.(1)NOTIFY OWNER NOT LESS THAN ONE WEEK IN 0
AIR CONDITIONING ADVANCE OF PROPOSED UTILITY INTERRUPTIONS.(2)DO NOT PROCEED WITH UTILITY INTERRUPTIONS
WITHOUT RECEIVING OWNER WRITTEN PERMISSION.(3)COORDINATE ALL UTILITY RELOCATION WITH 5
/j��; wv ��\pF APPROPRIATE UTILITY PROVIDER. s
/A/! EwE6,ua"eaE 31 ,e 7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND p
Gi��o�/ ,/ N=44sss �69 UNIFORM JOINT WITH NEW CONSTRUCTION.ALL CURB AND SIDEWALK CUTS SHALL BE TO THE NEAREST w N N N N
' ,/ Nrs -4 r 6'� JOINT.ANY EXISTING PAVEMENT,SIDEWALK,CURB&GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW ¢ N IS 0 0
/'� / /6/ NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND a p c?N N
/ Y 0 � ---
.cf)' REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS(WHETHER OR z
\ Q, NOT SHOWN ON THE DRAWINGS TO BE REMOVED).UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF / DATE
i
/ y__mr- :fir, , PAVEMENTS UNLESS INDICATED OTHERWISE.TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
vufnu•l / s" // //\\ o 06/27/2022
46A ¢ / \ �. 8. PROTECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. p
/ / / / N SHOULD DAMAGE OCCUR,NOTIFY ARCHITECT IMMEDIATELY. > DRAWN BY
'/ 4'2- \ 9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.CONTRACTOR IS RESPONSIBLE FOR
bg 9lA/ / �j�, I cc\ \ \ SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS AND DEPTHS. 332
b/� // �P�P/p0 10. THE CONTRACTOR SHALL USE NC ONE CALL 811 TO LOCATE ALL UNDERGROUND UTILITIES.
T.B.M. ,%/�////Oy�e�\1n�// o hl \ \\ I 11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO DESIGNED BY
GPS 1"PKNAIL" l{/ // / 50\00 -�- BOJANGLES \ / COMMENCEMENT OF CONSTRUCTION.REPAIR AND REPLACE ANY DAMAGES TO EXISTING UTILITIES • 332
N 685,55984' 1// / �� ‘4, ,,, '1 I' \ V A �- RESULTING FROM CONSTRUCTION.
Ezo56,46941/�'/ ,z 4-e / \ 12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES AND 0 CHECKED BY
3 i
ELEv.:446sga/ �/ ,001' e� 5v0. � -I/
/
/ ._ F bpA R STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION,EITHER ONSITE OR IN PUBLIC ROW,IN
/r�K-A 34'05 g0 I-RC FOOD SYSTEMS,INC. ACCORDANCE WITH LOCAL STATE AND FEDERAL REGIULATONS M.DAVIDSON
�///// spe 161 bb�' \ ', ,' \7�,[ A PIN:0658054511 / 13. WATER AND SEWER ABANDONMENT SHALL BE DONE N ACCORDANCE WITH TOWN OF HOLLY SPRINGS • •
D03
i 1 CVI IYI" !/
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°�/ STANDARDSINCLUDINGDISCONNECT FROM THE MAIN AND REMOVAL OF SERVICES FROM THE
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s /�0. �o P cart"Ras,R �, , aaacEnuw"or-E RIGHT-OF-WAY. AS SHOWN
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s Rn„w"oLE /' .Q bb v re usss A// A 4D04;APPROXIMATE LOCATION OFR,Maaaz3 / ' ° -; , /'' 2 T(E)4ss.x ,/• H�/scarsOf.2 14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE SHALL BE REMOVED OR
EXISTING LIGHTPOLE TO BE BASIN,
OUTIME 43zez `�/"^ V4A -:I�. ABANDONED IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REGULATIONS AT NO CHARGE TO THE 0
w.zr ERELOCATED I //��� eP vwrwiE 4.4,eg - r\ OWNER •
'z ' 15 15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.EXERCISE REASONABLE EFFORTS TO
\ / __- - PuT(EI v
_ \ ! kt4I Qp PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS.NOTIFY THE ARCHITECT IMMEDIATELY IF
\ jOt,o v UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED
\ / -'''/ •f� �. � `- - IT ,-�zcq/ I �' \ \ DESIGN.
\ / •�-� *00 1 'f I s, b • 16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS,RELOCATION AND DEMOLITION WORK WITH THE
qa� \ \\ a ///d/ 417��` - ® APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS
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6`y�` •� _ �C , lNwi •--,uxc REQUIRED.
,/ \\\\ //r, % s .4sL•�`:�:%,1 H # /car 4.1 //
// /• "� ''\L>'\\\\\ \I /// ,� I q •�•a•�•y I , •
\��, rm <`5 z 17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE,AND OSHA
/ //�/.//%7 \\ I\\I\ a%/I * 1_.+.� / 1 4 \I s 4\ \ - REGULATIONS. Z
/ ///// \\\! IIII I I //f d __ •/ i// „/ °� III[;') 1 1 I ////f / _�' \� \/ /I N D01 � :-• / _ -__- c, 18. EXISTING MANHOLES,VALVE BOXES,VAULTS,CLEANOUTS,UTILITY POLES ETC.TO REMAIN WITHIN THE Q
// /u A / II R./ IIII / ` _ ,/ / \ m -a / - - GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED
^IIII /u• /�e`�cP`� II G'I / // / - - , , / °'`� 445 / „ice' _ \ FINISHED GRADES(WHETHER OR NOT INDICATED TO BE MODIFIED). J
,j.�;11\\ \\\ 0�/o`gyJ 5 14.'✓1II III /�// \ =_- DV I 'm= / ' v \\
\\\\ \\ 1 c\gp r. ' 'b, I I /,/ ,� 'Ar N\k_, 1 `'c� -I,,�� TE 576' / \ \\ \ 19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,LOCATIONS,LIGHTING ETC
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V.+\\ F,�Y F. .EXISTING 20 PRIVATE A E our/"E/43sse °
\\\\ \\\ DRAINAGE EASEMENT /y c _ \ I 1 ° A>/ _ \ \ WITH THE DEVELOPER.
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\ \\\\\ 2t, Q4, BM 2a/9/1V247-2248 1 i �i' \ �- '�� / %% \\\\\\ \ 20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY WORK WITHIN I
l +� $o cP-Hs 28 HOLDINGS,uc D02 / 1 / / %�/'�'��'�'�'� BmP-z \\\\\\\\\\\ \ PUBLIC RIGHT-OF-WAY. L.LI
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\ \\\\\ 1 ��< \ 1 I ~4\ N\Tn / 1 ///i'�_ �'� WET RETENTIOfJ\\\\\\\\\\ \ L(�\ \\\\\\ /, PORTIONOFI // • \\ PIN'0658052442 / ����� �// \ \\\\\\\ \\\\\ �/ DRAINAGE' �I/I/Iy , \ I I \ 2 OB 18779 PG 976 //446-- I LIU,/'-'=�' -_---15-MASA4- \\/illllllll a\ \ \� ,, EASEMENT ON g \ _ "' 1 ) m� BM 2020 PG 1729 II`/ - --_- _
\\ `i/f LOT CONTAINS I$1Ill l7 / \ �� \ 1 \\ -�. v `Jai' / COLLINS PARK-HQLLNIBPRIX4S,aC ___-_ __ /I11111 WO
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s ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOLLY SHEET NO. a$
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®� I �� _ _-/ SITE PLAN NOTES
/ y;•._ I�Ilig.- _,� •, / /� SITE PLAN KEYNOTES
C Irn�I5E=. .. .IIJ'_ Ar 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF HOLLY SPRINGS OR NCDOT \\11HUINIpII
i - \� STANDARDS AND SPECIFICATIONS. O,‘trl�ARQ]�
\\ ..........,(/�
O_ < - ,i I " 1 q I \ 2. ALL DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVING,BUILDING WALL FACE OR NUMBER DESCRIPTION ; ;.oF[ssloN.y-y,.
// a" \ ( \ - PROPERTY LINE UNLESS OTHERWISE NOTED. -- i< '/`
// A;�'' / ',� -� Pum Fire Truck \� 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,UTILITIES AND GRADES PRIOR TO Sal RIGHT-OF-WAY(TYP.) =
�/ cp'o�a'__-__=- - rii,,,
I Overeil`Lenggih 40.0005 / \ = _/ , Overall Body 7 7455 <\ / CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING 502 PROPERTY LINE(TYP.) _ `,022530 r/ a,.�'°- f Overall Body Height
].]45ft / y/ \/, / DISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION. y' O`
�/ Min Bod Ground Clearance 0.658ft I I I '. \�
Tack '� / 503 BUILDING SETBACK GME '
`;pll. �� wYdm 8.007ft HOLIDAY INN EXPRESS / / I/ / 4. PARKING SPACES ARE 9'WIDE X 18'LONG MINIMUM EXCEPT HANDICAP SPACES WHICH ARE y e
-- • Lock-to-lock time S.00s
\y Max Wheel Angle 45.00° 27'DRIVEWAY ENTRANCE IIl�// / 8.0'WIDE MINIMUM WITH 8.0'VAN ACCESS AND 5.0'STANDARD ACCESS AISLES. SO4 BUFFER YARD ro,Ov, It IIIS :
® "' '� / 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.
///NII11111U
WHEEL PATH / \
/ 505 24"CONCRETE CURB 8 GUTTER;REFER TO DETAIL
=e .r �! O �� 6. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS PRIOR TO
i y / P` !� / 12/05/2023
// �� `� 'b°''' �✓ / //j/ THE BEGINNING GF CGNSTRUCTGN. 506 30"CONCRETE CURB&GUTTER;REFER TO NCDOT 846.01
/ - �< , FIRE ACCESS / ' �.O 76
. ALL CURB AND GUTTER ONSITE SHALL BE 24"WIDE.ALL CURB AND GUTTER IN THE PUBLIC
� � ♦`150' / // �/ (� RIGHT OF WAY SHALL BE 30"WIDE. so7 TAPER 3o^cuRB To 24"cuRB
i." ° Nt �� �11 // / /0 7'ROW\ '� k- S36 /8. ALL DISTURBED CURB B,GUTTER AND ASPHALT SHALL BE REPLACED PER TOWN OF HOLLY SO8 CURB RAMP@ 8.33%MAXIMUM(TYPICAL-PER ADA AND LOCAL CODES) N
/ ° 'Spot
,�,�� / // // ►\ (� //
SPRINGS OR NCDOT STANDARDS AND SPECIFICATIONS. 5 c 'Lit'
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/ V 509 DETECTABLE WARNINGS PER ADA REQUIREMENTS
i� ♦ / ./ • 9. MECHANICAL EQUIPMENT IS TO BE FULLY SCREENED. ^E
^ L zzz_/J �" / // / !�� O�(a� 1` 1 10. SITE LINEWORK FOR ADACENT PROPERTY IS FROM THE BOJANGLES RESTAURANT PLANS 510 BUILDING REFER TO ARCHITECTURAL PLANS u E w w w
I /��� •ti \ i� / /ice'/ Q� \` I�V PREPARED BY BASS,NIXON&KINNEDV,INC.,HOLLY SPRINGS PROJECT NO.15-MAS-04-A02 3 2 2 2
' ° \ -swo® / /'/ / S11 BUILDING PRIMARYENTRANCE/EXIT ,;
�,,/,, y/a _� // ����Q�� SEALED ON 04/30/2021.INFORMATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Q 3 0 0 0
11. BUILDING ADDRESS AND SUITE NUMBERS SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT AND 512 600 SF PATIO;REFER TO ARCHITECTURAL PLANS o m-c W W rn
'. i�� viy- / /�/ \\� �� ^� I S36 TO REMAIN CLEARLY VISIBLE. CONCRETE ADA STALL(TVP.) a R. 0." z Z_Z_Z_
V (�Q 12. KNOX BOX REQUIRED TO BE PLACED ON BUILDING. 513
i 1 y BOJANGLES DIMENSIONED AND STRIPED PER ADA AND LOCAL CODES);WITH SIGNAGE MOUNTED ON BUILDING(R7-8A MUTCD) p o M A A A
_ TRUCK BODY . 1 - / // // O\' \P. _(\ ® 13. ALL SIGN-POSTS AND BOLLARDS MUST BE BLACK. ""_ 2. O a a a L
FIRE ACCESS INSET-PUMPER TRUCK / / !1 \`t, 32'DRIVEWAY �7J�7J�7J
G C / 14. CONTRACTOR SHALL CONTACT COLONIAL PIPELINE COMPANY PRIOR TO LAND DISTURBING S14 PARKING STALL STRIPING PER LOCAL CODES(TYP.) La j J J J so
/ / 4 ACTIVITIES TO SCHEDULE AN ONSITE MEETING.NO WORK CAN BE PERFORMED WITHIN THE U w 1"-80 // / 515 3'CURB RADIUS(TYP.)
/ // q .-- \ COLONIAL PIPELINE EASEMENT WITHOUT A COLONIAL REPRESENTATIVE ONSITE. LL ty to Q 1.1j000
/ / - 516 DUMPSTER PAD&ENCLOSURE,REFER TO ARCHITECTURAL PLANS 0 , LL LL LL Q
/ -/ � - �• JAMIE WILLIAMS z O O O z
/ 517 LOADING ZONE(36'X10')WITH PAVEMENT MARKING AND SIGNAGE = .2v O� Z Z Z 'U
PIPELINE OPERATOR II
/ / PUBLIC UTILITY ;&• - c In o o o In
S36 / EASEMENT / COLONIAL PIPELINE CO. S18 U-RAIL BICYCLE RACK(2 SPACES);REFER TO DETAIL W O O O
/Air �oti/ \� 919-414-5525 t s OL OL OL
Re S30 x0 �•. -.\ \ 2 `\ \\\ 519 4"THICK CONCRETE SIDEWALK;REFER TO PLANS FOR WIDTH DIMENSIONS m W W W
15%255 /��� /S19 J \\ /
/ \\\ 520 "STOP"SIGN;R1-1(MUTCD}REFER TO DETAIL FOR POST REQUIREMENTS N- N N N
SHOPPES AT COLLINS PARK ���♦, 35B-B /�=�7� ` \J�T�'° �� 521 LIGHT POLE BASE(TYPICAL-REFER TO LIGHTINGANDARCHITECTURAL PLANS) 000
30'DRIVEWAY ENTRANCE
AilW �♦♦♦,� SO6 /�, \ \ r� 522 HEAVY DUTY ASPHALT;REFER TO DETAIL VI
\�0r s �L 1/ , �,� \ o' W W W
p.♦r♦• �,-"-� I , 523 LIGHT DUTY ASPHALT,REFER TO DETAIL 0
S35 ♦♦r�♦ ��® S01 \ , =
/T--/- -// ,�♦:::�' \/ 5`04 /67. \ a\ \- 524 HEAVY DUTY CONCRETE;REFER TO DETAIL j
�, \/ S28 525 LIGHT DUTY CONCRETE;REFER TO DETAIL O
c / O �� /�® S08 S10 p =
...,„ 0 026 IMPROVEMENTS BY OTHERS,REFER TO IS-MAS-04&10-DP-03-A01 H
N / PUBLIC UTILITY - lit sus 6G 00 o
A. // EASEMENT (j�- S20 SP S03 5z] LIMITS OF DISTURBANCE W N N N N
U O N 0 0 0
\\ / O L' 2FYx> 126.67'\IIIp4
528 SERVICE ENTRANCEIEXIT 2 S27 �O ® PROPOSED529 VAN ACCESSIBLE PARKING SIGN,R]-BA(MUTCD) OS43 20'PRIVATE DRA/NAGS530 STANDARDSIGHT TRIANGLE.y -EMIBUILDING EASEMENTBYOTHERS
_ NEW ASPHALT FOR UTILITY PAVEMENT TRENCH(TYP.) >
TVP. 7,500 SF \,,,,,,
/ 535 PAVEMENT REPAIR IS REQUIRED TO BE IN ACCORDANCE WITH HOLLY SPRINGS DETAIL HS326. j 06/27/2022
�\ /// / / ,:♦. ;_-� \, 27 S71 ` 'a \s-� 536 STANDARD SIGHT TRIANGLE FROM ADJACENT DEVELOPMENT PLANS y0 DRAWN BY
__� S28 s
Nv
2,165 SF PLAZA PER MASTER PLAN AMENDMENT 15-MAS-04-A04;SALT-FINISHED 4"THICK CONCRETE,INTEGRALLY
\ // / ® �2 -` ♦ S29 a\. / 5� PIGMENTED-OWNER TO SELECT COLOR PRIOR TO INSTALLATION;10%10'SCORING PATTERN 332
js
`) /// / -����_-IIV9' +6.5' \ S08 9�c`fT O�� \r 539 42.5'X 16'TRELLIS STRUCTURE.REFER TO SHEET A400 FOR DETAILS AND MATERIALS • DESIGNED BY
/ �w`S08 ��\ / "9(/9 Q'<> / \ \\� II / 540 (4)4TOP AND(1)3-TOP TABLES AND CHAIRS;OWNER TO SELECT FURNITURE PRIOR TO PROJECT COMPLETION. • 332
/ / o �S09 R10' - / - /
/// // 35'B-B / 1M, \ S13 '9jL �\ Sqi 4'BLACK ALUMINUM FENCING,REFER TO DETAIL.// / / \a S25 Y PROPOSED 20'
�AW 61.03' T • CHECKED BY
® ` <' I\ \ �\ PRIVATE DRAINAGE 542 (3)72"X72"SQUARE DECORATIVE METAL TREE GRATES,ADA ACCESSIBLE
/ /� 57 ROW �-� / R15\24' �- ♦ PROPOSED 20' �b"' EASEMENT M.DAVIDSON
7/
/ //� SO50 PRIVATE DRAINAGE a 543 KNOX BOX NEAR ENTRANCE PER FIRE CODE AND KNOX BOX REQUIREMENTS •
I // / // -- 4' --- �� S ` EASEMENT ® II�1 •
/ / �M - \Ea]
/ ` ���� 544 PROPOSED LOCATION OF TRANSFORMER(TO BE COORDINATED WITH SERVICE PROVIDER) • • SCALE
I / / // 5'SIDE YARD '-� , ♦ 17 ✓ AS SHOWN
y�� / �/ ,,,,*
FOR� aF 42. � •
EXISTING 20'PRIVATE ENT / / % ---- 9 \ O 0*
SDRAIN02 •
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PORTION OF l /\/
DRAINAGE I II // ��� \ O/ O 8' Aea 9 \
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EASEMELOT NT
I l S30 �/
o.20SF III l 15X237 ��� ��. � ,� `
61520 SF I II II .
n• 4 1 y� AGREEMENT HAS BEEN a
`C/ 18 PROPOSED 20'\�' ! EXECUTED WITH COLONIALSITE DATA TABLE
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1lN mtm� v J )� / O CROSS ACCESS\ PIPELINE COMPANY FOR •
/ // 1;�-/S01 IF \ O � / �� _ R3' SO ' \O PARKING ENCROACHMENT. PIN 0658052442 -
1 / I 1 S02' / ` /��' \� EASEMENT _
l IA= REFER TO SITE PLAN NOTES SITE ADDRESS 2201 RALPH STEPHENS RD.ON THIS SHEET FOR// S09ADDITIONAL INFORMATION. SITE AREA 1.42 AC1/ ��* s�
I " /� lam >x ;
/I 1 I I ams t ��" % ` ® e - USE SUMMARY INTEGRATED CENTER-COMMERCIAL
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_ ____________ DEED AND PLAT 8 9 0976' 0 0 9 I 2
_______---- E SETBACK/YARDS SUMMARY NO ABUTTING RESIDENTIAL USES re U H a
/// I I weir.'�'� - - - PROPOSED 20' EXISTING so'co%oNlAt MINIMUM FRONT YARD 50'-THOROUGHFARE(RALPH STEPHENS RD) 0 Z
PIPELINE EASEMENT 1
/ I _ _____- -- S40 CROSS ACCESS BM2019 PG 2247-2248 10'ALONG PERIMETER OF DEVELOPMENT J
r / �� 1�I EASEMENT S01 W _
m ri� ® SO2 MINIMUM SIDE YARD (PER COLLINS PARK BETWEEN LOTS IMASTER PLAN)THIN SAME EGRATED CENTER (n z
/ \I EXISTING 50'THOROUGHFARE S19 _ z
1` YARD BUFFER ® W U
`. IF/ BMzaf9 PG 2247-2248 10'ALONG PERIMETER OF DEVELOPMENT
a I _ MINIMUM REAR YARD
/
I , I EASEMENT5 138 BETWEEN LOTS WITHIN SAME INTEGRATED CENTER 3'PUBLIC SIDEPATH 5' U w d o
°, I PER MASTERI .27' J Q m
I ® 583°01'02"w
N ` . I PLAN AMENDMENT y SUMMARY
II V I
�, `.___________� T I _ /55 MAX.S I II i� I 15-MAS-04-A04 ` _ -�-
N - _ - _ - _- rc
MIN./MAX REQUIRED 25'MIN. z 3 I~-I s
�I I ExlsnNG zo' - - PROPOSED HEIGHT(S) 30.00'
`�I I II ; ,�_ •: sas°:3'n w 1o4.7a' �1
DRAINAGE 46.92' 0 U O
35'B-B v, ®. EASEMENT11111111111k
a II I 1� '37'76"W __ ----- _ -_____________ ONSIT
E TE PARKING SUMMARYx
582°
\I 50'
a I \TO - __-- VEHICULARGROSS LEASABLE AREA
MINIMUM REQUIRED INTEGRATED CENTERS �I v
Z`�/FJII ____-_______ _- ___-- _
WI ( . ►,� 582°41'30'W 8739' -_._____- __-_ _
PARKING 4 SPACES PER 1000 SF OF < J 's
_ ROAD
_ TOTAL PROVIDED 40 SPACES(INCLUDING 2 ADA SPACES)
h ��,.gp� - '__ E^'L+ - --- _.___-----_ VEHICULAR PARKING 121%OF MINIMUM REQUIRED WHICH REQUIRES A O a$
/ > !_ ®''-- H ST EPH 1 V OJ __ --- __-- __ ----- SPACES:SPACES: WAIVER OF OFF-STREET PARKING REQUIREMENTS O 2
RALP _ -
SR 1114
`� / ---------- -- --__"_-�__.___ BICYCLE PARKING SPACES
MINIMUM REQUIRED 5
N7°43z3"w \, PUBLIC R/VV - -
i s] WIDTH P EPARKING BICYCLE SPACES/SO0D€
m SIX(6)BICYCLE SPACES -
VARIABLE SPACES: I-O /5 0
BM 2019 PG 2247 2248
cTOTAL PROVIDED BICYCLE v
Q / _ _- SIXBICYCLE SPACES
-- (6) X
SANITARY SEWER FLOW SUMMARY
__--- _ RESTAURANT(120 SEATS)=120*40 GPD=4,800 GPD
PAVEMENT LEGENDEASEMENT LEGENDPROPOSEDSEWERFLOW COMMERCIAL(10EMPLOYEES)=10.25GPD11,
-_ _ - TOTAL=5,050GPD20'PRIVATE DRAINAGE EASEMENT HEAVY DUTY PAVEMENT__ - DISTURBED AREA 1.5 ACRES±o -"-_ _-___ 20'CROSS ACCESS EASEMENT 8
x PROPOSED IMPERVIOUS 0.78 ACRESEPUBLIC UTILITY EASEMENT LIGHT DUTY PAVEMENT
3'PUBLIC SIDEPATH EASEMENT PERMASTER PLAN AMENDMENT 15-MAS-04-A04 SCALE 1"20'PAVEMENT PATCH J8 ... ......PARKINGSPACES:
OB NO.20' 40' 48018001 1❑ CO O BE IN ACCORDANCE WITH ALL TOWN OF HOLLY SHEET NO.hCONCRETE z PRINGS,NCDEQ,AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS C2.0 &E
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DRAWING LEGEND: / ' "\ �C /4 �/, 1 / //�/ -_ / \
Y y,C s „ / O vv\. GRADING&STORMWATER KEYNOTES
SEWER / ' �%/�I 4r // //" / // A \ ‘1,,,,1�AR0.,
// ,/ / A NUMBER DESCRIPTION �p�� /'�
SAN EXISTING SANITARY SEWER LINE / ESS/ .Y
-SANS SANITARY SEWER LINE ////1/ / / P / \ / // G01 EXISTING CURB INLET = •2
• CLEANOUT ASSEMBLY i i//� jj' / Qo12\- \ / �\ \\ G02 EXISTING STORM PIPE _ �4f 022530
OS EXISTING SAN.SEWER MANHOLE �¢ij j jj//'�// `G`,(�`_ I \\ \ G03 STORM PIPE(TYP.) ��y9., C \`
WATER �// /// / P` N� \\ G04 CATCH BASIN(TYP.) 4i1L10 W,iBlk tIo-
r / i% / �' / V\ \ mnunl
W EXISTING WATER LINE j /�/ / Q` V \\ \ G05 24"CURB&GUTTER(TYP.)
W WATER LINE /'// / �� / O ��� c II \\ 12/05/2023
/ /i•/ nr r1 R \ GO6 24"FLUSH CONCRETE STRIP(FOR A.D.A.)
------ IRRIGATION CONDUIT //l/ //,,/ ,,,/ 4/ O� V - a BOJANGLES \
k / \\\ G / b `\ \ G07 ADA STALLS(MAX SLOPE 1:50)
A AIR RELEASE VALVE e/ / ?/ // J V`0,Q ra4I !IN * I ,-- \\ LOT 2A \\ E
�_ (� / Tom• / / A GO8 SIDEWALK
H GATE VALVE %/ // /�i' / \\ O� f1O^ ' / / \ \\ \ c G09 ADA ACCESS ROUTE(MAXIMUM CROSS SLOPE=1:50;MAX LONGITUDINAL SLOPE= e E 'Lit'
F F
f- V
CURB STOP // / /�/\ �O�t�eir\A\ ® (<\ \\ , 1:20) W W W
t FIRE HYDRANT P,,p'/,� / O// / �f'C- t. ®4' ci - (\v \ G10 MATCH EXISTING PAVEMENT ELEVATION t 3
WATER METER VAULT % �'//�Adr / / �6 \ / TRl-ARC FOOD SYSTEMS,INC. G11 LIMITS OF SAWCUT AND PAVEMENT REMOVAL Q m A 00 0 0
0 0
/ /I/fr, / /-/ : - , L PIN:0658054517 / V f0 f0 W
BACKFLOW PREVENTER i/ �/�� / e/ :O DPI �c�. �� Z� DB 18144 PG 683 % G12 EXISTING PERMANENT DRAINAGE EASEMENT a LL-'�" . ...
/�'//��/ "� \ v��� V''''' ' EXISTING OFFSITE B,ulza2o PG n2s G13 PROPOSED 20'PRIVATE DRAINAGE EASEMENT O o,,' 0 E E E
FDC CONNECTION ®. .� �,�- _� N a a a
/' / /I va RETAINING WALL \ _'"m E m m m L
STORM DRAINAGE / / / /�r� �, G14 LIMITS OF DISTURBANCE O w:%°: w
/'' / / / �-® e '�. ' V /O z W'=m ' >>>w
----_= EXISTING STORM DRAINAGE PIPE / / / / G 7�i � f\IIIiiill•� // G15 WET POND INSTALLED BY OTHERS;REFER TO 15-MAS-04 FOR DESIGN i,ma , O O O�a�� ` � CATCH BASIN LL x x x O
STORM DRAINAGE PIPE I Q 4r, �' EMI ♦�, G16 OFFSITE IMPROVEMENTS BY OTHERS;REFER TO 15-MAS-04 p U.. O a a a
SEWER MANHOLE ��=` /•
iGRATE=443.35' \/ u z o O o z
■ GRATED DROP INLET / / ! j� / � o_.._1\ G17 6"HDPE STORM ROOF DRAIN PIPE @1%MINIMUM SLOPE x / O z z z_3
RIM=444.23' ��� \ 446 �� OUT(E)=439.26'
❑� JUNCTION BOX IN NW=43762' ®L d i/�� ® �'�' '�° w O O O
• CATCH BASIN OUT(NE))=437.27' /�� / - J' ® \�♦��• - I CATCH BASIN ♦♦♦♦ G18 NYLOPLAST INLET(TYP.) w w w j ®/ // (11 (GRATE=443.11'
© STORM CLEANOUT ASSEMBLY gyp/ / //% / d0 ° \ ' , `\% ♦♦ r 1N(W)=439.33, ♦♦♦♦ N (D(D(D
-RDA ROOF DRAINAGE PIPE \/ 8' _ ♦ z z z
/\ / /_ �F<. y a� 10G- OUT E -439.26' �� ♦♦ 0 0 0
// / G11 O O Q
MISCELLANEOUS / �.D // / 1 / � G �' 00 ( ♦ V ♦♦ /
lo,,,r< �i
LIGHT POLE AND FIXTURE /0. // / ��Jw /G10 ♦5 /� ,- ,T2�Q '; Q WWWe, ♦ G
\ �'� /�/ ¢�"� �.'� /grn�1 s� S Ira ♦4 I t 1 �� 5
♦P 6
�, 91�� \ PROPOSED �� s<'�s, - -i,/ � cos BUILDING �� �.�.. .♦
r T 1,'� �. 4- ♦ il
�� �. /���'/ �i_ 7,500SF O� Go2 ♦♦♦ / gg2g
,�` V \� A 4/'/ // / G11 :CIF' •�'I ♦♦ _ FFE=448.50 ��^ ♦♦O CATCH BASIN N N N N
�� /. I / Goa ♦ ♦• GRATE=445.18' _ ¢ o 0 0
\ p !/�° �`� / �e ,� ♦ G02 /N(NW)-437.90' a/ / / 1 lTiyID IN(SW)=436.32'/ . -` O �. ♦ r\...........
DATE
tW F g F OUT(NE)=43s24'l ♦" IIS. � ® �� � oe/a�/zoza
11 t"-r / h, n cos qw�
I r.1 I I I I I I I / / _--443-- a P ` _ ®_- - � t 'YT \ / O DRAWN BY
I I / / I ////� G01
r.f) I I / / .,' 20' 0�
r.7 / / 0 \ X ♦ ♦ G07 / /G 332
l l I / */ ® �
w I 445 GRADING AND STORM DRAINAGE NOTES DESIGNED BY
IIi
11 i I I I( / //// / / ,.. '', ', x ,G03 S ��
II!
I I �,/ CATCH BASIN 1. CONTRACTOR SHALL CALL"NORTH CAROLINA ONE CALL"(811)AT LEAST 3
/ / ;�// / G01G01 / GRATE=445.76' DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.REPORT
, ANY DISCREPANCIES TO THE ENGINEER'✓1 1 1 I / N / /
1 CATCH BA IN P` q ��� OUT(NE)=436.96'
I'✓7 EXISTING 20 PRIVATE l ( ♦ / -� / 2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES M.DAVIDSON
;'Y GRATE=442.00'- - �`L ♦ a. •, I 4 G10 / / INVOLVED IN ANY RELATED RELOCATION(LE POWER POLES,TELEPHONE
1 DRAINAGE EASEMENT �' I I \: , FR ,p / D/
°y I �eMzms PG zz4z2zaa INV=438.1T I SF ♦ % / �. / / PEDESTALS,WATER METERS,ETC.). • SCALE
Y•-l I I I �. I/ /// / ® ��� Y I ,4. t O,Q ♦ // �� / / 3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AS SHOWN
�,// / r rime / 44 ♦ _ CO \/ AVAILABLE RECORD DRAWINGS.THE CONTRACTOR SHALL VERIFY
PORTION OF I ll /11 / me , a e O °. Q J. . /
i DRAINAGE r I l I/ // CB101 I R ti GO3 i CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.ANY DISCREPANCIES •
/ EASEMENr oN I lI/ / / I �11441r 5"�.. At t�,�I 1 \ ,p y"�O / BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
/ LOT CONTAINS l Il h RCP '\ G04 I / ` 4' ? .11111111k
" // / � \ / /// /G ` /446_ TO THE ENGINEER IMMEDIATELY./ / TTT,Z I/ Il Z 3 nl \ ` // / ' 61520SE I l l r �� ,9 \ � /- \ i 4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
i/ i / j 1/ �'¢l/ �g ® 4'^.:. I.Al. I\a q4j `\` ��` \ I // \� / COLLINS PART LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER.THE
/ // / / / ( ,- I A ,-- _ / 20' I / . l' / PIN CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
ii / II i%/ % I�l / y G02 I 1= I `� `/"�� ,' �� _ \ ♦` �r / b `g BM: THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
/ / I % I� /��r G05 ♦Q' // > ENGINEER.THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
/ i I // l' %% ~j� ���%�j���<tr//4S ♦ r - ___ CONFLICTS BETWEEN ANY UTILITY,STORM DRAIN LINE,WATER LINE,SEWER
i I A % II/ / j `:�� ` ` I \ ♦ / / I _--- - �- LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE/ I /I % II ;iAferiv r`, - / g� ------- I> I ENGINEER.
/ / 1111 ♦ _ - __ I 5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE Dl
I/I �I 1�r ����� . g - V ��y� = -- 1 COMMENCEMENTOFANYLAND-DISTURBINGACTIVITIES.6I1111 \ r1�n I r���� ® -
i / I I I ( r 1�4 ♦��� s - -- _! _ - - ►"-`� 44T /I I I 6. ALL EXISTING VAULTS,MANHOLES,STORM DRAIN STRUCTURES,VALVE I
1�L1 WWI ," 1 \ _ - - -irI,I I i BOXES,CLEANOUTS,ETC.SHALL BE ADJUSTED AS NEEDED TO MATCH
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/\ 1 III 1 \ i440 ' I=1 I "'®� , I I �1 ® /° I FINISHED GRADE. Q
/, I I I0u , 1 , 1_-_- I 7. ALL BACKFILL,COMPACTION,SOILS TESTING,ETC.SHALL BE PERFORMED BY0 Z
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/ I I 3 Ian ® -________� 446 U A /EXISTING 50'COLONIAL I J
�`� I I I iNR ,': - "--� r - pp' PIPELINE EASEMENT
I_ THE OWNER'S INDEPENDENT TESTING LABORATORY. N M z
/R♦ `�.\ I� I�u ._-__- \\s- 1. 445 ® / BM2019 PG 2247-2248 I - \ 8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED LO LJJ ce
/ ♦ I I I�� -- - -7 4q4>< \� \� �/ I SrI OTHERWISE.ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88. 10 ^1 Q
\ ♦ I Ia / 9. A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY +--I ` V U 2
♦♦ I 1`�\ im� 4q7 `\ \ EXISTING 50'THOROUGHFARE \ Aq // \ I '- WORK,GRADING OR INSTALLATION OF EROSION CONTROL MEASURES. re I = d
♦♦I )�I I�� YARD BUFFER V 'ems. 'I , I 10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE U a
♦ \l GO1 1 SS�BUILDING BM2019PG2247-2248 = - 1 / I - I- W
♦ I I \ - i_ _ - -- ._ TO HAVE NO MORE THAN A 1:50(2.0%)SLOPE IN ALL DIRECTIONS.ALL O O CJ- ♦1 I a ,fig �I C TCH BASIN` SETBACK 4 1 CATCH BASIN ,q I D/ - _ y- _ ----- SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20(5.0%)SLOPE FOR THE Z
�♦ 1 I GRATE= \ • 6/i / - r - _ -- LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 2.0%SLOPE FOR z
`, I♦ I _�_f -- _ 1 438.85\ GRATE=443.64' I 9 - C �-° ( ) Q =
- `,,__ --u� 1rr I INV- 35.18' \ ` 4q I THE WIDTH OF THE SIDEWALK. W Z
m � 1 OUT(SW)=439.38' _ _ - -
a SIN \ ✓ 'I.0 r 15"RCP ICIr \ - - = - _ - - ---_ -_: -�- 11. INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
5
a 99' " / ■ ■■■■■ ■■■,1f11� \ EXISTING 20' \� \ - - \ ••: I , ,, _ -________-_
_ CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION U) I--I 4
1LOCATIONS AND Z
` lo�c INAGE - - STRUCTURES. LLJ
-- -_ ____---------- 12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE U Y Q
16'23 Te, r I - _____ _-
. 1 )I s 1\� ` 12"RCP \ - -
REQUIREMENTS IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
N -_-' I ,�-F11- -1------- - (c �` - -___--------- _ _.___----- PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
o �/ I I/ I\ I G02 f` \ - ........... __ --___ - ____-____-___--__ W--- BE FOUND.R 3
13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
a __ --- -w- -- -- .r-
•
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.aa ROAD --- -------- - POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT Z 1§8
-
ENS R - ---ay- �, ----_ -
I� - PH STEPH = -R
RAC
Iv w _ __ o�.� __w-- __ _-_uDr_446_ \1 -------- OTHER CRITICAL TICANS ESPOTSNNOT LABESED THAT SHOULD BE PACE LIMITATIONS, HAKENERE MNTO AY E O z � z �o
/ __ __ SR 1114 - _��- --„,�_ _ - -_ CONSIDERATION.THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN Q II } Fy a
';a/ / 1 \\ _-- -/ F ti WIDTH PUBLIC R/W / 1___pi --_ / ----------
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED U J Q r`
o �h- -_-__.CATCH BASIN / LE - L- AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE. 1 J £o
VARIAB 2247 2248_ --- __-ucr 14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN I J O Q
CC
�� < M IN 439.51' /' r-� 1 -__-w- -,--__Ti
_
m ? IN(NE)=435.49' ___-�._-- --_-- I - _ -_--T'" - --0-- - / AND IEXISTING TREES AND SHRUBS TO EMAIN WHICH HAARE AMAGED0 2 NG O CrJ H
U �I BM - -
/' -OUT(NfN)=43533' / W �=_w- =1 __..--�"OF-- DSCAPE CONTRACTOR AT NOU_ _ w-,_ -=_ --- - / CONTRACTOR USING A LICENSED LAN co ADDITIONAL COST TO THE OWNER. OE
m 1 / --- '" __=_uer 18
_ _--_______� 1 ---S' ----ucr -
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN �v
g OBSERVING EROSION CONTROL MEASURES BOTH ON AND THE
-
c "vim 1 _--W " _--
� � ®�y s oW - _- GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
z i AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL a t
W STORM STRUCTURE TABLE s
t ' I INSPECTOR OR THE ENGINEER. a�,
2 l_--____ _____--_--
16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE v`
3 STR.# TOP INV.IN INV.OUT DESCRIPTION ''5
STORM PIPE TABLE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED =
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
BJ-CI11 445.42' 437.47'(15"RCP FROM CB201) 437.27'(15"RCP TO BJ-CI10) EXISTING CATCH BASIN m i
UPSTREAM DOWNSTREAM OFF-SITE STOCKPILES AND/OR WASTE AREAS. t 2
FROM-TO SLOPE LENGTH DIA. MATERIAL DESCRIPTION 17. ALL CATCH BASINS MUST BE MARKED"DUMP NO WASTE DRAINS TOX
A"
INVERT INVERT D CB101 445.28' 440.00'(15"RCP TO EX CB) NCDOT 840.02 CONCRETE CATCH BASIN n 3
STREAM"OR EQUIVALENT. .
. ® CB101-EX CB 440.00' 438.30' 4.66% 36.46 LF 15" RCP CLASS III CB201 446 97' 438.50'(15"RCP FROM CB202) 438 30'(15"RCP TO BJ-CI1 I) NCDOT 840.02 CONCRETE CATCH BASIN O 0_
CB201-BJ-CI11 438.30' 437.47' 0.80/ 104.08 LF 15" RCP CLASS III ¢ NOTES: -
_\ / CB202 447.08' 439.00'(15"RCP FROM CB203) 438.80'(15"RCP TO CB201) NCDOT 840.02 CONCRETE CATCH BASIN z 1. TOP REFERS TO: _-
b �`\ // CB202-CB201 438.80' 438.50' 1.02% 29.40 LF 15" RCP CLASS III 1.1. CATCH BASIN:TOP OF CURB JOB NO. o C
a CB203 446.29' 440.70'(15"RCP FROM CB204) 440.50'(15"RCP TO CB202) NCDOT 840.02 CONCRETE CATCH BASIN 1.2. MANHOLE:RIM W'2
CB203-CB202 440.50' 439.00' 0.93% 161.81 LF 15" RCP CLASS III 48018.001 14
KNOW WHAT'S BELOW. CB204 445.66' 441.00'(15"RCP TO CB203) NCDOT 840.02 CONCRETE CATCH BASIN SCALE1"=20' 2$
CB204-C8203 441 00' 440.70' 1.06% 28.32LF 15" RCP CLASS III ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF HOLLY SHEET NO.Ia
N CALL 811 BEFORE YOU DIG. EX 442.00' 438.30'(15"RCP FROMCB101) 438.17'(15"RCP TO EXISTING CATCH BASIN 0 20' 40' SPRINGS,NCDEQ,AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS C3.0 E
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'./" /// / G�J ct. 9, I / A\ \\ PVMT=PAVEMENT
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i T / ///j//�/ G''CC�_�O G v /� vi yh. (12
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.'I I I / \ 445.30' TC / \ L 9 \ FC �/ TC / / I / 44s.64' 445.80' • CHECKED BV
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EROSION CONTROL PLAN-PHASE I KEYNOTES PHASE 1 CONSTRUCTION SEQUENCE:
EROSION CONTROL LEGEND NUMBER DESCRIPTION 1. ATTEND PRE-CONSTRUCTION CONFERENCE.A PRE-CONSTRUCTION MEETING WITH THE TOWN OF /III/ //
EC101 LIMITS OF DISTURBANCE HOLLY SPRINGS DEVELOPMENT INSPECTOR AND ENVIRONMENTAL SPECIALIST WILL BE REQUIRED "\S iARo�
EC102 SILT FENCE;REFER TO DETAIL(TYP). BEFORE BEGINNING ANY CONSTRUCTION. 4'''pFESS/pN'4"'"
- LIMITS OF DISTURBANCE EC103 SILT FENCE OUTLET;REFER TO DETAIL(TYP.) 2. OBTAIN LAND DISTURBANCE(GRADING)PERMIT.
3. INSTALL ALL PHASE 1 EROSION CONTROL MEASURES AS SHOWN ON APPROVED PLANS.ADJUST SILT -
EC104 TEMPORARY 24'X 60'CONSTRUCTION ENTRANCE;REFER TO FENCE STONE OUTLET LOCATIONS PER FIELD CONDITIONS. _ '.,022530 -
STOCKPILE AREA DETAIL 4. LIMIT LAND DISTURBING ACTIVITIES TO ONLY THE AREA NECESSARY TO INSTALL PHASE 1 EROSION P'.
EC105 TEMPORARY INLET PROTECTION;REFER TO DETAIL(TYP.) CONTROL MEASURES AND DEMO EXISTING UTILITY AND STORM AS NECESSARY.SEED ALL AREAS r%, G .
SF SF SF SF SILT FENCE EC106 TEMPORARY STOCKPILE AREA DISTURBED BY THE INSTALLATION OF THESE DEVICES IMMEDIATELY. I�tt9�W BP' .`
5. CALL FOR ON-SITE INSPECTION BY UTILITIES INFRASTRUCTURE SERVICES PERSONNEL(919-557-3938) /111111111�
® SILT FENCE STONE OUTLET EC107 EXISTING SEDIMENT SKIMMER BASIN 3;BY OTHERS TO OBTAIN CERTIFICATE OF COMPLIANCE.
EC108 EXISTING SEDIMENT SKIMMER BASIN 2;BY OTHERS 6. PROCEED WITH GRADING,UTILITY INSTALLATION AND DEMOLITION ACTIVITIES PER SHEETS IN THIS 12/05/2023
EC109 EXISTING PERMANENT RISER STRUCTURE;BY OTHERS PLAN SET.
CONSTRUCTION ENTRANCE 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL EROSION CONTROL MEASURES o
EC110 CONCRETE WASHOUT;REFER TO DETAIL THROUGHOUT CONSTRUCTION.ALL EROSION CONTROL DEVICES SHOULD BE INSPECTED AFTER
EACH RAINFALL EVENT,AND ON A WEEKLY BASIS,AND REFURBISHED IMMEDIATELY,DO NOT '" F F F
TEMPORARY INLET PROTECTION REMOVE ANY MEASURES UNTIL INSTRUCTED TO DO SO. ^E
\ \� 8. SEED AND MULCH DENUDED AREA WITHIN 7 DAYS FOR SLOPES AND 14 DAYS FOR ALL OTHER AREAS. v E 2 2 2
9. PROCEED TO PHASE 2 EROSION CONTROL PLANS/SEQUENCE FOR CONTINUATION. . 2 2 2
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1.TOTAL DISTURBED AREA=1.50 AC. a LL:12 Z z z z
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GROUND STABILIZATION HATCHES EROSION CONTROL PLAN-PHASE I KEYNOTES PHASE 2 CONSTRUCTION SEQUENCE:
EROSION CONTROL LEGEND SITE AREA NUMBER DESCRIPTION 1. ALL PHASE 1 EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE BEGINNING PHASE 2.REFER ‘��1� 1CAR LLLL
HATCH EC201 TEMPORARY INLET PROTECTION;REFER TO DETAIL TYP. TO PHASE 1 EROSION CONTROL PLAN SHEET.REFURBISH ALL PHASE 1 EROSION CONTROL �t 0��.,,
DESCRIPTION ( ) MEASURES AS NEEDED BEFORE PROCEEDING WITH PHASE 2. .O 'F5SS/p'.'f'$
SLOPES STEEPER THAN 3:1; 2. INSTALL STORM DRAINAGE SYSTEM.INSTALL TEMPORARY INLET PROTECTION AT ALL DRAINAGE �''' ' �1,9
LIMITS OF DISTURBANCE REFER TO SECTION E OF NCG01 INLETS. = :
GROUND STABILIZATION AND 3. FINE GRADE THE SITE AND CONSTRUCT REMAINING SITE IMPROVEMENTS PER APPROVED PLANS. _ .,022530 -
STOCKPILE AREA MATERIALS HANDLING 4. STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION,PAVING, P�. CIIIE-B,,'
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SF SF SF SF SILT FENCE SECTION E OF NCG01 GROUND 5. ONCE SITE IS STABILIZED,CALL FOR ON-SITE MEETING TO OBTAIN APPROVAL FOR REMOVAL OF 1 ", W.BP' .``
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REFER TO NPDES STABILIZATION 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL EROSION CONTROL MEASURES
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TEMPORARY INLET PROTECTION 7. SEED AND MULCH DENUDED AREA WITHIN 7 DAYS FOR SLOPES AND 14 DAYS FOR ALL OTHER AREAS. E
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oy°// / / �C��P4/p0 /o \V - THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH M.DAVIDSON
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