NCC242399_Site Plan or Location Map_20240814

think,design,build
/ HHFHI SITE PLAN NOTES:
-N. �\4 8
1. TOPOGRAPHIC, PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM PROJECT LOCATION: ELI
A SURVEY FOR THIS PROJECT PROVIDED BY FEI CIVIL ENGINEERS&LAND cc
SURVEYORS OF 8518 TRIAD DRIVE,COLFAX, NC 27235;PHONE:(336)
`2 852-9797; DATED:07/07/2023. _ ,,,mo"' ,�,,,
0 0� 2. THE RECEMNG WATER COURSE PAYNES BRANCH AND LIES IN ROANOKE RIVER THIS PROJECT IS LOCATED IN THE FORSYTH COUNTY, NORTH CAROLINA AT RURAL
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Q`' BASIN. HALL—GERMANTON ROAD, RURAL HALL, NC 27045. g' FFS 0 /
Ae. 3. SUBJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED. rDggg'¢��/'
F9 4. SUBJECT PARCEL LIES OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PER FIRM _ SEAL
/� _ PANEL3710691000J DATED 1/2/2009. _ = 24438
////� \ 5. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF
FORSYTH COUNTY SPECIFICATIONS AND DETAILS. p
��\ SITE DATA N9mR PINP *` `
s
OWNER/PETITIONER: TOWN OF RURAL HALL En05/28/2024
ADDRESS: P.O. LOX 0
RURAL HALL,L, NC 27045
\� ,� DESIGNER: BOBBITT DESIGN—BUILD,
. ATTN: BLAIR PITTMA I , INCI(24438)
STREET: 600 GERMANTOWN ROAD
��BpQ EMAIL ADDRESS: bpittmanabobbitt.com
CITY: RALEIGH, NC 27607
'k, ,%ST ' II f�l PHONE NUMBER: 919.851.1980 a
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ARCHITECT: BRIAN GRIFFITH
�i STREET: 600 GERMANTOWN ROAD
RALEIGH, NC 27607 ro n
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SITE ADDRESS: RURAL HA COUNTY ANTON ROAD
`, 111
ZONJURIINDICTION: IP AND FORSYTH
R509 COUNTY
PINS: 6910-89-9050 c`4 0
BETHAURA H• -_ 6910-89-9053Ii
6910-99-0151' 6910-89-9023 6910-89-9023 6910-88-8905. -- TOTAL SITE ACREAGE: (F59 ACRES
, (AFTER FRONT DEDICATION &NEW LOT ADJMT)EXISTING BUILDING AREA t12,900 SF(TO BE REMOVED)PROPOSED BUILDING AREA t15,000 SF
EXISTING IMPERVIOUS: ±44,710 SF(TO BE REMOVED)VICINITY MAP PROPOSED IMPERVIOUS: 441,225 SF(AFTER DEDICATION 0 250' S00' 1000' CHANGE IN IMPERVIOUS —3,485 SF
DISTURBED AREA: ±74,900 SF(31.72 AC)
I—P— -1 EXISTING USE: FIRE STATION AND OTHER u
SCALE 1"=500' PROPOSED BUILDING USE: FIRE STATION COORDINATOR:
BUILDING SETBACKS: ZONING:IP ZONING:RS9 Blair Pittman
FRONT 25' 20' DRAWN BY:
STREET 20' 20' N.NYAUPANE
SIDE 7'(MIN.) 20'TOTAL 10'
REAR 10' 25' CHK BY:BPP
REQUIRED PARKING:
MIN.PARKING REQUIRED: TBD
(3 SP.+ 1 PER FIREMAN ON LARGEST SHIFT)
PROPOSED PARKING 28 SPS(INCLUDING 2 HC ACCESSIBLE)
BIKE PARKING REQUIRED/PROVIDED 2 SPACES
INDEX OF SHEETS
SHEET NUMBER DESCRIPTION :27
C0.0 COVER SHEET L
I CO.1 EXISTING CONDITIONS O
C0.2 DEMOLITION PLAN
C1.0 STAKING PLAN
C1.1 STAKING PLAN (PHASE I) F-
C2.0 EROSION & SEDIMENT CONTROL PLAN PHASE I
C2.1 EROSION & SEDIMENT CONTROL PLAN PHASE II
C2.2 EROSION & SEDIMENT CONTROL PLAN PHASE III 0
C2.3 NPDES PLAN (RESERVED)
C2.4 NPDES NOTES (RESERVED)
C2.5 NPDES NOTES (RESERVED) COO O
C3.0 GRADING PLAN
C3.1 GRADING PLAN (PHASE I) W CC
C4.0 UTILITY PLAN
C5.0 PLANTING PLAN Z
C7.0 DETAILS
C7.1 DETAILS H Lf7
LLz �
0
HALL GERFIRE ION MANTONL HAVE ROAD DIRECT
LISTEDACCESS
A MAAJOR RURAL
THOROUGHFAREAONON ROAD.WINSSTONOSATHIS
EMRURAL
URBAN J 2
AREA METROPOLITAN PLANNING ORGANIZATION (SEE COMPREHENSIVE TRANSPORTATION PLAN) I NN
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!IS
2 J
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CALL BEFORE YOU DIG! Cr Cr
NORTH CAROLINA LAW REQUIRES THAT
THREE(3)FULL DAYS BEFORE EVERY
/ EXCAVATION,THE PERSON
/ RESPONSIBLE PLACES
A NOTIFICATION REQUEST TO NC 811 24 X 36
RTH CAROL IN
811 www.nc811.org
1-800-632-4949 29 APRIL 2024
North Carolina One-Call Center,Inc. 23-0034
REVISIONS I COVER
RURAL HALL FIRE STATION
APPROVED FOR Q DATE DESCRIPTION REV.BYLco.o
PERMITTING A
SITE PLAN NOT FOR CONSTRUCTION AA

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.....-,---..-
/ PROJECT NAME:RURAL HALL FS think,design,build
SYMBOL/LEGEND / STORM DRAINAGE CALCULATIONS BB-BLIND BOX o
EXISTING PROPOSED o�E STORM FREQUENCY-10 YR DI-DROP INLET
SAN. SEWER CLEANOUT 0 O / n=0.010(HDPE) MH-MANHOLE
CL OF YARD INLET
WATER METER ELEV: 1006.38' o'r HDPE-HIGH DENSITY POLYETHELENE SMOOTH CORE,DOUBLE WALLED PIPE CI-CURB INLET �,,,,,,,•n
INV, IN: 1000.88' / INCREMENTAL GRATE v N CAR,04S
BACKFLOW PREVENTER BFPO INV. OUT: 1000 68' �`' STRUCTURE DESIGN FLOW-10YR STORM SEWER DESIGN STORM PIPE INVERTS HEADWATER COMMENTS < ;c•'• �/°"'o,
INLET AREA ELEV.* A �pFESC/
EXISTING FIRE HYDRANT AVG. LENGTH DIA. SLOPE DEPTH OF VELOCITY CAPACITY - r
WATER VALVE ca 64 MR,) // FROM TO TYPE 'C' AREA AREA 1 Q(CFS) INV.IN INV.OUT (FT) REQ'D AVAIL... - = SEAL
EXISTING TRAFFIC ''4' 'C' (ft.) (in.) (%) FLOW(ft) (F/S) FULL(CB) i t 24438
FIRE HYDRANT $ * SIGN (TIP.) ° 8 - CI 0.86 0.18 - - - - - - - - - - - - 1010.80 0.83 3.00/ • '
y'Z a, .P' 8 4 HDPE - - 0.86 0.18 7.22 1.10 30 15 1.00 0.30 4.74 8.42 1007.30 1007.00 - - - y "" ! N•.-
LIGHT POLE -4' / j /�' \ /� k 'q R P. P
PROPERTY LINE -- �`, \
/I CL OF BLIND Box 7 - CI 0.94 0.18 - - - - - - - - - - - - 1009.10 0.88 3.00 - ���OS/28/2024
ELEV: 1006.95' 7 2 HDPE - - 0.94 0.18 7.22 1.24 42 15 1.00 0.32 4.91 8.42 1005.60 1005.18
ADJOINING PROPERTY LINE -- 4 o/' / o/I /
/
CL OF EX. DROP INLET F',' 4/ o
EX. EASEMENT LINE ELEV:1008,11' a • / / I , / 6 - DI 0.82 0.18 - - - - - - - - - - - - 1010.25 0.66 3.00 0
INV IN: 1007.24' ?p y('� pA / CL OF DROP INLET
EX. U/G ELECTRIC LINE -E F E- INV IN: 1004.76' ° I�� ELEV: 1007.48' 6 5 HDPE - - 0.82 0.18 7.22 1.04 58 15 0.50 0.35 3.65 5.95 1006.75 1006.46 - - -
EX. SANITARY SEWER LINE INV OUT: 1004.56' `�, ,"� p�� INV.OUT: 1005.58' 5 - DI 0.70 0.24 - - - - - - - - - - - - 1010.00 1.00 3.12 0
• 5 4 HDPE 0.75 0.41 7.22 2.23 72 15 0.50 0.53 4.51 5.95 1006.38 1006.02
NEW SANITARY SEWER LINE -ss-"" ° /.; + o• • a EXISTING SIDEWALK
0, , \ o // 4 - MH 0.95 0.34 - - - - - - - - - - - - 1010.64 1.58 4.21
EX. STORM SEWER ,�' <.i 0X26 i 4 3 HDPE - - 0.85 0.93 7.22 5.69 99 18 0.50 0.83 5.70 9.68 1005.93 1005.44 - - - o
NEW STORM DRAIN LINE a EX.WATER METER AND / ,/g,, / 0 6'' \ 7 3 - MH - - - - - - - - - - - - - - 1009.80 1.58 3.95
WATER LINE TO BE ° ,� 5 n
EX. WATER LINE -w w w- ABANDONED / / '`,*. \� 3 2 HDPE - - 0.85 0.93 7.22 5.69 76 18 0.50 0.83 5.70 9.68 1005.36 1004.98 - - -
/�' 0 ` CT . \ ' '`) 2 - MH - - - - - - - - - - - - - - 1009.30 1.77 3.91 ,•1
NEW WATER LINE -w w w- orp J '0 4 •\ \ \\�*(\/ 2 1 HDPE - - 0.86 1.12 7.22 6.93 28 18 0.50 0.94 5.96 9.68 1004.89 1004.75 - - - 1061 IS EX.DI o°-y�0
v
/J"'/ / •�,P�\ N.,, 1 - DI 0.71 1.34 - - - - - - - - - - - - 1008.11 3.93 3.11 ` ''a
o .�� / �i„ \•� ` l \ \\ 1 EX BB RCP - - 0.78 2.46 7.22 13.82 102 18 2.50 0.98 11.25 18.04 1004.50 1001.95 - - - CALCULATED SLOPE
z -i
. Y / 1�©0,. `•\ �\\ ROOF DRAIN(SEE PLAN FOR SIZES,LOCATIONS AND SLOPE) *TOP OF CURB ELEVATION 150.5'ABOVE GRATE ON CURB INLETS ;im
3 / �. 6"HDPE ROOF DRAIN-APPROX 100 LF **AVAILABLE HEADWATER=GRATE ELEV.-0.5'
N.
,�(�/.�% 9Y'/ \ 10"HDPE ROOF DRAIN-APPROX 250 LF
7'WIDE TURNDOWN o�S`" 0P�' 1 .\%. \ O LL
CONCRETE SIDEWALK \ / y�'', PQ / / 5� f \ S LL
�/��', / Q `^ `� \( \� CL OF Ex. DROP INLET
// / •S 'p p� \ �F GRATE ELEV: 1010.33' £2
'�' / '� / 0 F�' noosso CF. \ d
INV our: 1ooe.lz' 14
// • ' // ,y :1009.10 \ S>- \ EXISTING AREA INLET m
/ $P� • 're •�" �• 'pF� (TYP.) EROSION CONTROL LEGEND E
6"CONCRETE(4,000PSI)ON 6"ABC p Q- 0 41), 'o•WITH FIBER REINFORCEMENT, ° /CO>Y' / /� S \� COORDINATOR:
SIKAFIBER'ENDURO PRIME'® s" / 4 / �� & �F` TEMPORARY SILT FENCE O OBlair Pittman
5U3/CYD(1YP.) i i� ?O, •N�, 9�`` �' � ST P'\ •
TEMP, TREE PROTECTION FENCEAPPROX. LOCATION OF EXISTING o Q' w .,u P�, \ ❑ ❑ DRAWN BY:
WATER MAIN (BASED ON STREET /,a+ ��� ,c� N yaUpane
MARKING ON GOOGLE STREENIEW) .,t, ,% cP, / • ` • 1011. • v S` \_ s', (- COMB. TREE PROTECTION M
/,a QJ . . 101 •50 \ 9 \ & SILT FENCE
oV'.,4./" / /�� o �R•. ® S� \ °,�� \ \ �� LIMITS OF DISTURBANCE CHK BY:BPP
> % //'''-' n .tl'/ 0� \,. ` y0Of ®�\ \4 TEMPORARY SILT FENCE OUTLET
/ / '" \ Allf
�/° ; / °� 2 <\ \. ® 15*HDP� ®®��A�% 1 \� GRADING LEGEND
5'WIDE CONCRETE SIDEWALK 4,. .-
' •5 1,1013664 ®®®� / ke
PROPOSED GRADE ELEVATION X 215.70
/�' / '/ `1 36 ®� �� - \ TOP OF CURB ELEVATION & rz,s.00
o �" ///<•. J BOTTOM OF CURB ELEVATION X aysso
EX.WATER METER AND / % , - /e/' / / \ PROPOSED GRADE SLOPE 4%
WATER LINE TO BE o'/'''/ • // 41 '! PROPOSED
DING ���\' ®4•4� /
ABANDONED /�, / //��� / \ t15,000 SF / ` %O\ ��1012.0. ,�' 01 / EX. MINOR TOPO/CONTOUR ----1009-----
��, c; / /\ FFE Plottss �j��•� _ 4$3`� 2' / _ EX. MAJOR TOPO/CONTOUR - -1010- - -
BICYCLE RACK o � w / "/ \ vO �/ o� ,/, \ PROPOSED MINOR CONTOUR
CL OF EX CATCH BASIN AND CONC.PAD / ee' s 0i / / 4 (6' HD1=2-ROOF LATERAL `� , \� �- // 444;440P/- / '�_ s
BC ELEV. 1008.88' / / i • - P1CK-uP/TIE To TRUNK /��i� = 41 �e? / \ PROPOSED MAJOR CONTOUR
/ ,/y / INE WITH 6'X10"WYE ' /
THROAT, 1004.99' (3) R25'A AND E oR�, y' • / / \ / ` `� �, �/ / `� N L_
INV IN: 1004.99'.5 30'FLAG POLE / /J I /
INV�1UT: 1004.95' APPROX. LOCATION OF /;' �/ ® /
\ EXISTING WATER MAIN .\'‘
oP0 • �� a - ,/ ��
OtiF , � j/ \ \ \ ` �° °` Q� Qolopo ,• ) , \ / / SITE PLAN NOTES:
CL OF EX. CATCH BASIN 04/ o4/ / / \ / /�\ /1 p. /
BC ELEV 1007.35' /% / " � ® \ 10 0. • , // / 1. TOPOGRAPHIC, PLANIMETRIC AND BOUNDARY INFORMATION ARE OBTAINED FROM
THROAT: 100678 O'9 p,// ,' / •�. / �\ -.� 5 A SURVEY FOR THIS PROJECT PROVIDED BY FEI CML ENGINEERS&LARD O
INV IN: 1004.51' oh, •Qc ,, �<' \ /• (/' " .
• 01008 H' • // \ NEW 24 CURB AND / SURVEYORS OF 8518 TRIAD DRIVE,COLFAX,NC 27235;PHONE:(336)
INV IN: 1004.45 a f / 7/ � / /• •• U/q i► '� •,' GUTTER SPILL TYPE 852-9797; DATED:07/07/2023.
INV OUT: 1004.44' \ `o.� /, L / �,� - \+ •
�r /.• -/ \// \ / 2. THE RECEMNG WATER COURSE PAYNES BRANCH AND UES IN ROANOKE RIVER
�'� �• / ����\ \ I % .f-• a•010,. �� � \ / 3. SU8IJECT PARCEL LIES OUTSIDE OF WATER SUPPLY WATERSHED.
/HF /, O• j� •/ /�9e \ • 4. SUBJECT PARCEL LIES OUTSIDE OF SPECIAL FLOOD HAZARD ZONE PER FIRM
\OHS\ ' /,�04. ''�;k-� Fep �� \ /•• ..••y 011.80 8 010:2.�/ * CONCRETE PAD PANEL 3710691000J DATED 1/2/2009. �/I Q
o�� / o'Z� / C \ � 5, oO \\ / \ I`/ \ GENERATOR 5. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF
HF / oP�" 'IT o Hsv' ti .',A+/ i � ��4/0 /(,�/'� FORSYM COUNTY SPECIFICATIONS AND DETAILS.
NP
�� °���/°// \ \%\� �0.1 I ,0, ry °�R\o1 � ` , ' 6"CONCRETE(4,000PSI)ON 6"ABC / +%+ GENERAL NOTES: GRADING PLAN 7�
O /o� / `2' 1 STR/` / \ Te py�� WITH FIBER REINFORCEMENT.SIKAFIBER / ,/' 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. W Z
/ \\\ \�, F�j \'9 C. \`"\, \ �o2' Ki':' ENDURO PRIME'®SLB/CYD(TYP.) 2. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES,ACTIVITIES,AND BARRICADES FOR THE
PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. O A
'F O Sfj. �"5 ham' �'/ 3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF L(,
®\ / / SyHF O' Bj�' / � ' / \\\ /, ANY DISCREPANCIES. SPECIAL CARE SHOULD BE TAKEN WHILE WORKING WITH EXISTING UNDERGROUND ELECTRIC �F
O\ .�,( Zo '' ,,- ` /.0 -� '• \ APPROX. LOCATION OF �' LINES, UNDERGROUND WATER AND SEWER LINES. V
HF. IIIJJJ /'' / \ y�\\�y p /� ^\\ �� EXISTING ZONING BOUNDARY / 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS LL Z O
\o 'Zo / \`fi \ 9qO ." EX VEL \ 0" `/ 3"S9 DUN ASPHALT PAVING / 3' SUBJECT TO A FINE.
3H0�3H0�f\ \ \ II �� , 3"S9.SB ON 8"ABC 5. GRADING BEYOND THE DENUDED LIMITS INDICATED ON CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS
og 3H• / / \ \v , • l DRIVE tki
' '/' SUBJECT TO A FINE. J N
�/ Cy;- H0�3H0 3H \ \� O/ / 6. ALL EXISTING UTILITIES AND STORM STRUCTURES ARE SHOWN PER SURVEY DATA AND ARE APPROXIMATE. `V3H0� • \ - ePROPOSED DUMPSTER O, / yy' CONTRACTOR IS FULLY RESPONSIBLE TO FIELD VERIFY ACTUAL LOCATION AND DEPTH OF EXISTING UTILITIES
3Ho� O PRIOR TO THE START OF CONSTRUCTION AND SHALL CALL UTILITY LOCATOR TO VERIFY LOCATION OF ALL�� `F 0 3H�4 \ / �� ENCLOSURE(SINGLE) 4'/,R, /A EXISTING UTILITIES. - W U
�� � e/P PROPOSED C' / 7, ALL SIDEWALKS STOOPS,TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM BUILDING(S)AT 2% ,� /I'S L
�,9/ \ d / PROPERTY UNE nis+ / (MIN.) I _
•;� COST �/ 9 :� 8. FIELD VERIFY THE LOCATION OF THE EXISTING WATER LINES FOR FIRE HYDRANT SHOWN ON THIS MAP. MAKE
- SURE THE PIPE IS BURIED TO REQUIRED DEPTH AFTER EXCAVATION, IF REQUIRED. I J
\\ \6' '4/4/ I EXISTING PROPERTY LINE ``\ 9. ALL AREAS NOT COVERED WITH PAVING,GRAVEL, BUILDING OR PLANTING BEDS SHALL BE SEEDED AS SHOWN IN J J
O 6' �, \ \ CL OF EX. DROP INLET " / THE SEEDBED PREPARATION AND AND SEEDING SCHEDULE NOTES. Q Q
ye\� '',F� / \ "ELEV:1010.14' / / 10.ALL
FORSYTH CONSTRUCTION
COUNTN ENGINEEIAL AND WORKMANSHIP SHALL BE IN RING SPECIFICATIONS AND STANDARD DRAWINGS.CE WITH THE LATEST EDITION OF THE - T T
CL OF EX,CATCH BASIN \ 0„ \O� / THROAT. 1009.01'
BC ELEV: 1009.12' N \� \� H!\ \ //� \\ °' Q
INV OUT: 1008.48' o''F'\ \\ O / 'ti`'
/ 'yF \ EX, 12"CPP NJ
\ \oy EX. 12"CPP aI INV OUT: 1009.08' .A/� Cr CrL
CL OF EX.CATCH BASIN 7 �^ / `
DC ELEV: 1009.40' O�iE.J�\/ \ / INV IN: 1009.4\e '//` = /D �D
THROAT: 1008.73' \w OHF. \/ ` CC
L.L
INV IN: 1007.00' O,yS\\ \ ;''
INV OUT: 1006.71' oSS ,
oH� 4 24 X 36
\OHF. 1"=30'
\ \\O4/ \ 0 15 310 so 90 29 APRIL 2024
\o N
CALL BEFORE YOU DIG! 23-0034
'y' NORTH CAROLINA LAW REQUIRES THAT REVISIONS
\ THREE(3)FULL DAYS BEFORE EVERY GRADING
EXCAVATION,THE PERSON
HF\ No. DATE DESCRIPTION REV.BY PLAN
OHf RESPONSIBLE PLACES APPROVED FOR 1 5/24/024 NN
A NOTIFICATION REQUEST TO NC 811 Q STORM DRAINAGE CALL.
ARO
UHF i i.14 811 IN.,, www.nc811.org Q C 3
\�H�\ `� 1-800-632-4949 PERMITTING\ \ North Carolina One-Call Center,Inc. NOT FOR CONSTRUCTION A