NCC242344_Site Plan or Location Map_20240801

SITE LEGEND "
SICNACE
\ �� WESLEY L BREWSTER& F—_ __ 1
\ ' MEGAN C.BREwSTER / -'�f�1 1 �lr ( •\' \ YARD LIGHTS
'\ 1 1,- - \ PIN:0639-42-4519 !!`/,/ ` / �_- '- I y \ \
-\ /�-- REID:0447722 [/ I/ __ _ / /\
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u \t1 - \_ %\, �j ` \ I i `\,`„ -L_ I __�__ I \ \ // \ LIGHT POLE
O• . T \- \ I',, � / / \ / \\ Z POWER POLE
MICHA C SAL No& j / I/ \ \ I-I ICI ACCESSIBLE RAMPS MCADAMS
ua�'/('1I11 \. REID:04 J21 / MASON QUEEN& ��� \ \ / �"R I'I,I1\I% \ \ / ALYSSA QUEEN \y�1 ` --- i_ \ 1 ,"`\_ \ \
--\ ����„ �,�\I Y._ /' \\\� ,/ I 1/i I/ / _,\ ^Iy►��\ \ l \_• ✓-'�__—['_—__—__�� \ TYPE® TYPE® TYPE 0
' I r v .+./ PIN:0639-42-3592/i I v \\ The John R.McAdams Company,Inc.
a 'o ` / . \ , ' REID:044J723" /If \, \ / W / / ,� '1 I / 1 .ii—ii—ii—ii—ii.s \��� YY'' \ \ ..-.--,,,,,./.... \ PHASE LwE 2905 Meridian Parkway
/ \ _ -_ --\�' :• °Scnrt\ILAGAN&� III `\r ;\„_...),,._ --a ,_.-�(, / / // \'_�I / -'` / / / \, \\ PROPERn uNE Durham,NC 27713Y
r 1 o / ..- - PIN:0639-` -34]4 II I I /, p1��- \ \` -J ) --- RIGHT-OF-WAY LINE
oE,o \�- FIELpp11NG HOMES ®7—   � 5\ REID:044* .4- ---"'-7II IIL- -�\ / // �`\yam \ Ir _ / phone [phone]
il \� TRINIThCREEK LLC I 1 ,\4 1 �' / / �/ \\ \ r FIELDING HOMES / LOT LINE
�8oQa PINb639-42�4881 \4 5\ / A \ -\J / •p \ \ / TRINITY CREEK,LLC / fax [phone]
\i � license number:C-0293,C-187
D PROGRESS,INC 1 RID:0447720 / I I \ \;♦ / ^ i- ^ '\, // / \ \ /I,i-r t / PI RE Dfi3001052261 //
I, DUKE ENERGY 4\ \ / \ / 1 1 '\ _ _ EASEMENT LINE
l \ TAX DEPT-DErB % '\ / // / / ,.1 - CENTERLINE
I I PIN 0639-43-5017 1 \ // \ /• //
\ •
�P REID.0179269 __ -- _ __ I -- -- /' \�\ /, /" A�\ ----1---__ / �� / j' � 11 '1 \ / / www.mcadamsco.com
��1Y _ T /; �\`\ J\ \1\11 - '\ ////(/ -''''''''''/
/`-'\/ // �� \ ,�__ 1.-------_ __ - --` - / �I LEGEND CLIENT
50'THER° HFIRE ^�2J-7,728 O' 301 20'PR m:',R(8'15) ✓--- �J// (\ �'' \ // __ _ \
\\ I�BUFFER(TYP) _ �- ,-'p" -* 6 '10 O i 2s111` R R II 11 AI-- //I I� \ `` //// ' \ TOLL BROTHERS,INC.
m! 0 I ,, \ r"'� "-- ` 25)\ ``; I ;111 \i• _ \\\1\\ _%"�---- 1 V _.-1 _7(III II y\ '\ /�// -�,/ I PHASE 1 14529 GRAND PALISADES PARKWAY
z 1 _i \, 2a _f - \\\\ , ____ I II� // \ / WETLAND \ CHARLOTTE,NORTH CAROLINA 28272
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I I \ �� 1 PHASE z PHONE:[phone]
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..1 II \ ///�////� I��� 1. �'_/ l 1 - 1 `\ i_� II II //�/�/ .\ `'�i. _ ��� 1\ WETLAND AREA
\V-ki" • \\ 38 t •\ 1 33' 32. 31 ,I. \�* / \r A 1\ / i / � 9, 'Toll Brothers
sI O I.. \\\\ '/� \ \ V ig I i 1 \ `\'I 30'STREAM AM ERICA 5 LUXURY HOME BUILDER
I % `\p / 1 -Y / ////��\\ \ BUFFER
( % \ ,\ I � ...LJ \ / ��i ELDIN HOME \\ T \ _
\ a / ,Y`\�\ 1 Ir� 2,V1'PRESERVATION(B7 o.' ,I' ®\ /
I 1 I i/ \\ \.``-.37 ` 11 / \ //% / PIN:'`TR 1TY 0639A�41K,0561 \ GREENBELT BUFFER�']/ O //i' /" `\ 1� V 'I \\ \\
\\N\�,/" 11 \ /�/�' - / \ RtID:0010522 , _-,\ /\,•\� ` i; \.
t/ 21 \ 38 �\ \ 1 _i 'l '� \\\JJJ SINGLE FAMILY LOT WAIVERS
� I '—__ WETLAND \ ' '� _ /39 I 1 �_ /30 CFRB \ •, ® _ / ( ) /
II1 20 \ L_ 30'CFRB /'la \/ ,..----
\ \__ _ ',: (TYP) 24© 16 / 30'CFRB / ' 20'PRESERVATION B]5 \ R-��
\ GREENBELT BUFFER \
/ \ �) ---
I 1 _ "�1J 5\ / p.) \ MAX.BUILDING HEIGHT 35 FT
40
1, O ` , II FIELDING HOMES` -` a \ \ `• 14 ,\ _ \\`'\ \
I I / \\, / A � _ _- .... •., ' \ � '� MIN.LOT AREA 7,500 SF
\ I 19 ) `\ Y TRINITY CREEK,LLC'. p\ _---- \ CI
I. I 'I 11 \ 41 „ y /. /'I PIN'0639 41-0561\✓-�- ) \1 `- / \ `, 1Q` \, \ MIN.LOT WIDTH 60 FT
11 .' I; I I \I '' \\\' 1 ,'`N_. / 1 REID.0010522 11� }, __� rM : ., , \ " 0 Ot 00,\ \ DUKE ENERGY Q\\\1`�� B '©\®\ PROGRESS,INC. \ MIN.LOT DEPTH 86 FT ,N^
' IL' I I 18 `� \ c I _ _ I `: ';s WETLAND ®.. / ``� � ' \ Co\ PIN:0638-45-4415 \ O 0 O
1 ipfJ{j�I ; , \ \' r, - [/y' \\ / � \ C(�, \ / REID:0239448 MIN.LOT FRONTAGE 30 FT
z Di PI I I III y \� e / ` ;..�!\" \/ WETLAND •\04 - • \ MIN.FRONT SETBACK 20 FT/\ ' ', ' - •S.) \ 2 a
• \\ ----='"-- 43 / \ \ \ ' , \ MIN SIDE SETBACK 5 FT Z
/ ® AGGREGATE SIDE SETBACK 5 FT J
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w III 1 II(i , / 1s �,s , /� \ \ \ �, :y / \ '10 x o\ofi /' �\�\�\t9 \ re
41DCC in
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�'' 70 \ \ ,6 ? �__-_ WITH THE CURRENT TOWN OF HOLLY SPRINGS
\0 , \t / `\`— / O \ \� z 93 / \' WETLAND / _ ` DUKE ENERGY ENGINEERING DESIGN AND CONSTRUCTION
\ II 1 �\ /®, 52 ^ 58\� \ F/ .\ �.1.O �� O `\ \, 30'CFRB, _ PIN R0636S45-4415 STANDARDS
' \ nBn / - \ \ y `t 30'CFRB ®\ \ (TYP.) -- REID:0239448
,' DUKE ENERGY r._ \ 57 . (TYP.) /.// n O - - \ 18 • 1 l
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DUKE ENERGY s III A, ' PROGRESS,INC. /PHASE 1 53 /O II O\ 56 \.1 -�/ / PHASE 1 \ � e//// ry '® �\148/ / `�\\ ®/� T \` \�, sR1,,,,,,/„
PROGRESS INC. 1 PIN:0638-45-4415 // 54 \ /_` ,® \ ,,, /
TAX DEPT DEC B \ '\I / _ - 55 l \ �_/^f - / / � 1\ i ,4rvrv'�N'CARD
PIN 0629 61 7801 \ I � REID 0239448 � `� / /
E REID:0110325 \I ' DUKE ENERGY � ,® ' '/Q \ ,�.�O�OFESS,I
3 ' N; 20'PRESERVATION(BJ5) / /' ��\\`` f' - 'K/ PROGRESS INC I • /© `� : A (/,r`'
m° A ! GREENBELT BUFFER - / \// PIN:0638-45 4415 'I -__ ---� 15 / Vpi)).),-.1ire,
1 (,,. ' /' T t NNII REID 0239448 • �-
f �t\\ ✓II' J.,
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w `/' _ --,- ,.,,,N DUKE ENERGY III ! I 20 PRESERVATION(B75) \ --- \� I S ® / ^`•\\`\\\`� �'�/®/15 / 1— „ H , � ,4.„�V F\,,.
.. PROGRESS,INC GREENBELT BUFFER / \ \`\ K 1rEE1H
n PIN:0618-42 0089 ,\ II ! \ I \ \ 140 Nsi
r REID:8-40232-0 '\sl I, \�-_ \\ //^ c \ \V I`,,. ® O \\ 168/ // `li �., n 1 ',,.r,,, SHEET✓
c \a II' 1 \ GRADE WITHNOTE CUETS WERE RB&GUTTER BROUGHT
AND STONE AL // PHASE 1 \ \, v___ ' J / 1n()
DURING PHASE 1 CONSTRUCTION AND / \ \ 'J �\
1 UTILITIES WERE INSTALLED TO PUMP STATION �~ PROGRESS, INDEX MAP
9 \ I AND CONNECTON TO TRINITY CREEK / PUMP STATION \ \\\\`` PIN: `�� I� 14'
I/ SUBDIVISION.STREETS TO BE PAVED DURING / 0638-45-4415 -'
\ I 1 / I PHASE 2 CONSTRUCTEN. / 20'PRESERVATION(875) \ REID:0239448
\ / / „„_GREENBELT BUFFER • ��\ __ 6
1 •
\\\11 I \ \\ I \
3 1 \\k I \;_/%/ REVISIONS
\ \ I ✓
� 11 \ \ \\ // \\\ / \\ // NO. DATE
1 \ \ / NN / \// 1 12.07.2021 REVISED PER TORS COM no EMS
\ \ \\// \ ---_---- 2 02.18.2022 REVISED PER TORS COMMENTS
\ \ 3 03.18.2022 REVISED PER TOHS COMMENTS
E.
1 TRIASIC SOIL REGION NO1FES -
3 6
1, PRE-QUALIFIED GEO-TECHNICAL FIRM APPROVED BY THE TOWN MUST BE ON SITE FULL TIME PHASE 2:MAX LOT IMPERVIOUS SINGLE-FAMILY HOMES 6
WHILE THE UTILITIES AND ROADWAYS ARE BEING CONSTRUCTED.
PROJECT AREA: 32.00 ACRES PLAN INFORMATION
2. DOCUMENTATION OF MOISTURE CONTENT,COMPACTION,DENSITY,GEOGRID DESIGN CRITERIA, LOT 3 QUANTITY PER LOT SUBTOTAL
ETC.MUST BE PROVIDED TO TOWN INSPECTOR. 39'UNIT WIDTH: 72-105 34 3,700 SF 125,800 SF
in-J1 PROJECT NO. TOL-20030
3. ALL ROADWAYS WILL HAVE TO BE PROOF-ROLLED AT BOTH SUBG RADE AND STONE GRADE BY 49'UNIT WIDTH: 58 4,800 SF 278,400 SF
TOWN INSPECTOR AS WELL tos-t3J FILENAME TOL20030-PH2-OAS1
PHASE TOTAL: 92 404,200 SF TYPICAL SECTION RESIDENTIAL STREET WITH NO ON-STREET PARKING
2 4. THE STANDARDS ROADWAY PAVEMENT SERION WILL BE WOVEN GEO-FABRICo DESIGN CRITERIA S1 PUBLIC war 51 PUBLICwar CHECKED BY JCM
HP 2700R EQUAL ON ENTIRE ROAD(AND MUST BE APPROVED BY THE TOWN F HOLLY x'I% E. a& DRAWN BY LRS
SPRINGS),7"ABC STONE,WITH ASPHALT COMPLETED IN STAGED CONSTRUCTION OF 2.5"I-19 ne -
ASPHALTAND 1.5"IN STAGE 1 AND 1.5"S9.58 FINAL OVERLAY.INITIAL ONE-YEAR WARRANTY 3 lzo s.o' sD zs 11 TRAVE1 wrvE 11 TRAVE1 wrvc zs sD s.tl 20 9 rzo s.a s.a z.s 11 rxnv[E wrvc E14 ry 11 RRVVES wrvc z.s s.o s.a 20 3 SCALE 1"=160'
WITH AN ADDITIONAL YEAR EXTENSION STARTING AFTER FINAL OVERLAY-SHALL BE REQUIRED NOTES: 3 1
FOR ROADWAYS.FOR THE EXTENDED WARRANTY PERIOD,IT WILL BE REQUIRED TO POST _ DATE 10.15.2021
= BOND,LOC,OR CASH FOR 50%OF ACTUAL COST OF ROADWAY(STORM DRAINAGE,CURB& ?'r, - ,40.- : E soo-
4Pli GUTTER,SIDEWALK AND PAVEMENT).THE PAVEMENT SECTION LIST ABOVE IS THE TOWN OF v DIRECTOR or NGNORMAL CROW NEERINGoorurvLEssmxERwlsESPEOBEODvrxE 'a,y :
SHEET
HOLLY SPRINGS MINIMUM STANDARDS FOR THE TRIASIC SOILS REGION.CONTRACTOR TO
n VERIFY PAVEMENT SECTIONS WITH THE GEOTECHNICAL REPORT.IF PAVEMENT SECTIONS INPAVEMENT
A THE GEOTECHNICAL REPORT DIFFER FROM THE TOWN OF HOLLY SPRINGS,CONTRACTOR TO USE x, GREATER Es6rvsnnuDEusnowrv,oRAscnlcuwTED,wxlcx[vERIs M,pi- smEwnLK - 34'y OVERALL SITE PLAN
THE GREATER SECTION OF THE TWO. 3 CROSS SECTIONS THEN ADD ADDITIONAL S.CONCRETE 4 PAVEMENT SECTION ,r. .,erv0' sIo[w 1 t• 1. .1�iM
WITH CENTER ww llrvE. STRIP(STREET SO'VALLEE a"' ALL STREETS SI CONCRETfr
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eAEaDcuRGxD%ALL STREE PAVEMENT SECTION
TS EO
ri 5. WHERE MANHOLES ARE LOCATED IN STREETS IT WILL BE REQUIRED TO HAVE SUITABLE OFF-SITE LANDSCAPE EASEMENT ON BACK LITILITE AND
VALLEY CURB&GUTTER ASPHALT TRIP(STREET
TREES WITH OT
STRUCTURAL MATERIAL OR ABC STONE TO BACKFILL AROUND EXCAVATION OF MANHOLES UP GUARDS PER DETAIL 816) TREES WITH 0161 30"STANDARD CURB&GUTTER PBAIT GRAPHIC SCALE
51 R W,27'B-B) (51'R/W,27'B-B) C2 •00
o TO SUBGRADE. ( ' / GEocRID FABRIC GUARDS PER DETAIL 7.CABC FABRIC 3D
G 6. AN ADDITIONAL FOOT OF STONE WILL BE REQUIRED IO'EITHERSIDE OF MANHOLE FOR ENTIRE
WIDTH OF ROADWAY, 1 inch=I60 ft.
E FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION