NCC233393_Site Plan or Location Map_20231115

SITE LEGEND "
1 •]// SIGNAGE
,` \ WESLEV L.BREWSTER&- \L-_y'- -� if
__ I I I \, I \\F� \ YARD LIGHTS
- MEGAN C.BREWSTER /" /T 1 (
*1 A \ PIN:0639-42-4519 I('yls/�\ TI \ / I /\
\ - \ /7 4EID:0447722 /•\ ,`��/ _\ �`\ % -L__1__�I __�__ II \\ - \ /' \\ * LIGHT POLE
Tu I `�\ ,�)4,, MICHAV C.SAL NO&�•` '\ /K///� �•� \\\� / /' \ \ / \ \ `�-` POWER POLE
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/ // / \ \\ ACCESSIBLE RAMPS MCADAMS
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—I 1 *I''''‘,,',R \\; / PIAI:0639-42-3592 i// �/ ���\ \� �______/ \ \\ \ PE® NPE QB PE© The John R.McAdams Company,Inc.
a I I \ \ �\ i EID:044]7Q3 ��/�1' \ /// i `\`\� I W ' / ,/ \ '\ i \\ m I I m I I m I I m I I m I I m PHASE LINE Parkway
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anl� II, / ^+i - % EMILRrIR,ILAGAN • ( �, \�( /,
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I` -_ 1 /, ���\� /\ I��- -� \> RIGHT-OF-WAY LINE
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od�o n'' I\ FIELDING HOMES r� 1 \ II 1 � \ / LOT LINE
0 j I TRINITY CREEK,LLC I I ♦ ♦ - // � \ FIELDING HOMES
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Il TOLL SOUTHEAST LP PIN:U639-42-4881 ' ♦v, ,1 \I 1 J \ \ / -1 i PIN:0'CREEK,LLC — _ _ _ —
o� 1 \ /- / '/ I PIN:0639-41-0561 / EASEMENT LINE license number:C-0293,C-187
W ,., aattlD.O44T]20 \♦ ♦ i" \' •\, / / CENTERLINE
j COMPANY INC l 'r I \ /\, / \ / /
j1 I I � � ♦ \\ i // / Q \ / ��— ,1 REID:0010522 /
♦ 1 PIN:0639-43-501] j� -\ - // � / /
jI I REID:01]9269 1 1 \\ \\ •\ // \/ /� \ /
1 cl L DB 019286,PG 02543 I __ l __ _ I _ I __ __ /' \\ \ i' i" A tl --� //// / / \ _ '-r /� LEGEND www.mcadamsco.com
_ '� , �T • /' \\\ A 111 %/(/ \ \'ic �/� \ l —� \ CLIENT
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CHARLOTTE,NORTH CAROLINA 28272
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j' ,� WETLAND \\' /',, \ '\ \ \ ( \ ";--'- 3\ i / \. \\ SINGLE FAMILY LOT WAIVERS
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\ I 1 r 1 ' I ---_ i \\ ® / '' ( / I I I _�__ _ \--WETLAND —/ • �, ,( \ ® / Ir ( ') \ -\t \ MAX.BUILDING HEIGHT 35 FT
1' j / '1 I i FIELDING HOMES - 1 \(�j3 •
\ \ -_�--� 05 \ MIN.LOT AREA 7,500 SF
\ 1; I 19 `\ / YY �Y TRINITY CREEK,LLC', . _ _-- Z
1, 1 I \ 41 /' I y - I PIN:0639-41-0561\�- 1r It ` ' !- '� \ •� 20 - 08\ \ MIN.LOT WIDTH 60 FT
II I 1 �\ / 1Ks_. REID:0010522 1.5k �. 33 OB 07\ �� \ DUKE ENERGY
o\ PROGRESS,INC. \ MIN.LOT DEPTH 86 FT
14 18 \ \ � / 109 3a / `, 19 t' 10 PIN:0638-45-4415 \ V,
\1 1 _/`\ _ ! \\ REID:0239448 MIN.LOT FRONTAGE 30 FT O O
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pp 1n /' --- 42 / \ ,`',®' \ / 2 , ,4 6 \ _ \ MIN.FRONT SETBACK 20 FT
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tt \` / , t3\ ' \ MIN SIDE SETBACK 5 FT N J z
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( �` \`�` - � \s9` �j' \�\ 7z �/ �wE AND DUKE ENERcv ENGINEERING DESIGN AND CONSTRUCTION
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4 PIN:0638-45-4415 STANDARDS
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DUKE ENERGY I 'I/ PROGRESS,INC. ' PHASE 1 53 / ` 56 \\\ / i,C„ \ \ \. • `' / / ®.. /�, �.. / \ I\ `' I► ,���.,,: Lm
PROGRESS.INC. \\ 11 ', PIN:0638-45-4415 54 IL 55 �%' _ \�--,,,� ' '1_____ /' , / _ • I�� , L� aa,atlCAR,4j
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= PIN:0629-61-]801 \�` I' / DUKE ENERGY '
E REID:0110325 /\\\ •\\ ! \ 20'PRESERVATION(BJS) PROGRESS INC \_� J //A�\s� 1 /' \\� /®� :\', /Q
oci ! GREENBELT BUFFER -- PIN:0638-45 4415 `1 ® '®, a C 0 �j' \ _IQ
REID:0239448 / - ry 1 .B+
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3 i PHASE 1 DUKE ENERGY PHASE 3
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qPUMP STATION _..�� 0638 4'S 4415 11YLL'A lYIAC
\ \ I / / / 20'PRESERVATION(B75) REID:0239448
m \ / / GREENBELT BUFFER \ti
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3 \ti /�r REVISIONS
C \ \ \ \ // \\\ / \\ //' NO. DATE
x ) \ / PHASE 3:MAX LOT IMPERVIOUS I SINGLE-FAMILY HOMES \ / L
/ \/
\ I \ / PROJECT AREA: 47.75 ACRES \ 2
1 \/ LOT# QUANTITY PER LOT SUBTOTAL �---- 3
\ 39'UNIT WIDTH: 138-12352
246-2 7 23 3,700 SF 85,100 SF a
TRIASIC SOIL REGION NOTES .- NOTES:.3
49'UNIT WIDTH: 146-214,218-234 86 4,800 SF 412,800 SF
1. PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME S. NORMAL CROW OF NE PER roar UNLESS OTHERWISE SPECIFIED 6Y THE PHASE TOTAL: 109 497,900 SF U
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED. DIRECTOR OF ENGINEERING.
D A: PLAN INFORMATION
9 2. DOCUMENTATION OF MOISTURE CONTENT,COMPACTION,DENSITY,GEOGRID DESIGN CRITERIA, z GREATER.PAVEMENT DESIGN vuu REusx SHOWN,R CALCULATED,WHICHEVER Is
ETC.MUST BE PROVIDED TO TOWN INSPECTOR.
3. IF STREET TREES ARE DESIRED WITH CROSS SECTIONS TNEN ADD ADDITIONAL PROJECT NO. TOL-20030
3. ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUBGRADE AND STONE GRADE BY LANDSCAPE EASEMENT ON BACK OF R/A OF s'AND CENTER TREES ONR/wLINE.
_ TOWN INSPECTOR AS WELL. TYPICAL SECTION RESIDENTIAL STREET WITH NO ON-STREET PARKING FILENAME TOL20030-PH3-OAS1
I. 4. THE STANDARDS ROADWAY PAVEMENT SECTION WILL BE WOVEN GEO-FABRICo DESIGN CRITERIA st PUBLIC WAY st PUBLIC RIGHT-OF-WAY
CHECKED BY 1CM
HP 2700R EQUA,R00
ON ENTIRE ROAD IAND MUST BE APPROVED BY THE TOWN F HOLLY - RIGHT-OF-WAY - Rla- DRAWN BY LRS
SPRINGS),7"ABC STONE,WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 25'1-19 n4e > '
ASPHALT AND 1.5"IN STAGE 1 AND 1.5"59.5B FINAL OVERLAY.INITIAL ONE-YEAR WARRANTY 3 r30 s.lr s.D zs tt TRAVEL vxE v TRAVEL vxE zs s.D s.lr zD a 4 rzD s.D sD zs a TRAVEL LANE n4 R u TRAVEL LANE as s.D s.D E0 3 SCALE 1"=160'
WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY-SHALL BE REQUIRED 3
FOR ROADWAYS.FOR THE EXTENDED WARRANTY PERIOD,IT WILL BE REQUIRED TO POST LL DATE 03.11.2022
W BOND,LOC,OR CASH FOR 50%0F ACTUAL COST OF ROADWAY(STORM DRAINAGE,CURB& /
}V,pY a
E GUTTER,SIDEWALK AND PAVEMENT).THE PAVEMENT SECTION LIST ABOVE IS THE TOWN OF /Y'NLF, T'NRY, a ♦'*'"'- 40 SHEET
'=g HOLLY SPRINGS MINIMUM STANDARDS FOR THE TRIASIC SOILS REGION.CONTRACTOR TO
VERIFY PAVEMENT SECTIONS WITH THE GEOTECHNICAL REPORT.IF PAVEMENT SECTIONS IN z' 09
THE GEOTECHNICAL REPORT DIFFER FROM THE TOWN OF HOLLY SPRINGS,CONTRACTOR TO USE Yr<` SIDEWALK 3V'1+ SITE PLAN
IIIIIII/"
SIDEWALK r z 096 z 3Vbyl,
STRIP(STREET ALL STREETS 1 m cuRl, ALL STREETS PAVEMENT SECTION
5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE ANDGunER30"VALLEY CURB&GUTTER ASPHALT STRIP(STREETTREES WITH ) AND�Aui:ER
OT
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP GUARDS PER DETAIL 016) 0161 30"STANDARD CURB&GUTTER PHAIT GRAPHIC SCALE
o SUBGRADE.A (S1'R/W,27'B-B) GEoyRID FABRIC GUARDS PER DETAIL (51'R/W,27'B-B) GEO GRID FABRIC C2 •00
0 80 60 320
t 6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED 10'EITHER SIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY. 1 inch=160 ft.
2 FINAL DRAWING-RELEASED FOR CONSTRUCTION