NCC240283_Site Plan or Location Map_20240201

LEGEND
SEWER BOULDER RIDGE CITY OF GASTONIA GENERAL NOTES N SSRO
---s•saN EXISTING SANITARY SEWER =O•�fpFE /o �Z%-
THIS PRELIMINARY PLAT WAS APPROVED BY THE CITY OF GASTONIA ON - /Q� SEAL '1
11/CORDIN THIS APPROVAL SHALL NOT CONSTITUTE AUTHORITY FOR % o-"'"M
8"SAN SANITARY SEWER RECORDING THIS PLAT.APPROVAL IS SUBJECT TO THE FOLLOWING v E•
MODIFICATIONS:
SSMH X SANITARY MANHOLE NUMBER '"''''F/V w Pam```���
CONSTRUCTION DOCUMENTS """""10,03,2023
GENERAL NOTES
Qs EX SANITARY MANHOLE 1. CITY OF GASTONIA WATER AND SEWER ARE AVAILABLE.ALL WATER
® SANITARY MANHOLE AND SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF
GASTONIA STANDARD.ALL LOTS TO BE SERVED WITH WATER AND
SEWER.WATER AND SEWER TAPS MUST BE LOCATED ON THE LOTS '"c
O EXISTING CLEAN OUT THEY SERVE AND SERVICES MAY NOT CROSS ADJACENT
PROPERTY LINES. u E
o
® CLEAN OUT 2. SYSTEM DEVELOPMENT FEES WILL APPLY.FEES TO BE PAID PRIOR
CITY OFGASTONIA/ N TO CONSTRUCTION DRAWING APPROVAL. 3
WATER WATER-PROFILE3. FEMA FLOODPLAIN: PANEL 3710352200J DATED 9/28/2007 c
———ts•w——— EXISTING WATER LINE PANEL 3710353400J DATED 9/28/2007 u o u,
8"W WATER LINE PROP.BEND _ , SEWER d p N,O z 2
° 1. CONTRACTOR TO PROVIDE VIDEO OF COMPLETED SANITARY d v, z o
n •
11.', 1 , SEWER AS REQUIRED BY THE COG. r'''"'- a
0 EXISTING WATER VALVE 1�, -� 1 1, , , , , z O,'n'o
PROP.CROSS `' �`,`,,,, 2. CONTRACTOR IS TO PROVIDE COMPACTION TESTING FOR THE a
® . INSTALLATION OF ALL SANITARY SEWER LINES IN FILL AREAS. E re w^ L.
WATER VALVE I °gee , 'I Tr' g u IA LL o f z
® EXISTING WATER METER PROP.TEE `\ — /° \`1 ,,, ,% 1' I WATER o 1M,
_ _ // o ° c.\ _ 1-. .t•''' 1. CONTRACTOR TO COORDINATE WATER&SEWER TAPS TO MINIMIZE '" p
IMI WATER METER _ -¢ 0 0 -— - -- ,i�� 1 1 LOCATED IN DRIVEWAYS)W (WATER METERS ARE NOT TO BE ~ v
`, 1 CONFLICTS WITH DRIVEWAYS. WA
-60 EXISTING FIRE HYDRANT I PROP.GATE VALVE �� / _.�+-�� ' - �1 `= 1 YS). F ao 2 3
��� ) / - r J---,) STREAM IMPACT m O O O
FIRE HYDRANT / V/ O °\ ' /1- 1. ALL CONSTRUCTION ACTIVITIES ASSOCIATED WITH PERMANENT STREAM m F y '_
// - - •'4� _ IMPACTS SHALL NOT OCCUR UNTIL 401/404 PERMITTING HAS BEEN
PROP.FIRE P co / - �T• RECEIVED AND IS PROVIDED TO THE CITY OF GASTONIA.CONSTRUCTION a m
WATER LINE BO,GV W/MJ PLUG STD 71 E-96 5°' ,`� T ' w w w
® HYDRANT j � QQ ; Q i , / ---- / ACTIVITIES THAT ARE PROHIBITED UNTIL 401/404 PERMITTING IS OC a U a u
APPROVED SHALL INCLUDE GRADING INSIDE OF THE STREAM BANK, o Do O O p p
I T I III WATER LINE TEE&CROSS I\ `` 0,� I "Z/�' INSTALLATION OF BOX CULVERTS,INSTALLATION OF PUBLIC UTILITIES, C V w w w w
I 1 Ox \\\ / -�'�I - I ETC.CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD d"' ''
J ,-I El WATER LINE BEND DIP WATER MAIN °%%)°' \ i -� -- - PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES THAT WOULD -'+ o w w w
V- C `C 1' /^ Yam• O- / / I / M K K K K
�4%,� REQUIRE STREAM IMPACTS TO ENSURE THE APPROPRIATE PERMITS UI m
MISCELLANEOUS UTILITIES _� ( I ��' \ / HAVE BEEN RECEIVED. uJ _ zO ��j �1 o� , E m 4ou o00000
——OHP—- EXISTING OVERHEAD ELECTRIC I I �,`• \\`\ j / Cam; ® '�I�i ,� %�j1 - ' ' :,/
GENERAL STORM DRAINAGE SYSTEM NOTES SHALL BE 20 O_5 0 Li.,-' Me vl' r1. MAXIMUM INTERNAL VELOCITY IN RCP SYSTEMSp w r�
G,�lI �V� 1 FT./SEC. mz� o��C���
OHP PROPOSED OVERHEAD ELECTRIC .` •, J Q .� 'i� 2. THE FIELD INSPECTOR,WITH APPROVAL FROM THE CITY ENGINEER,- - F F r o 0 0 0 0
rl � a ;. SHALL HAVE THE AUTHORITY TO REQUIRE ADDITIONAL RIP RAP 0^u DATE
PROPOSED OVERHEAD SIGNAL LINE ALONG DRAINAGE AREAS WHERE WARRANTED BY POSSIBLE
0
r_
C,\ NIV
O EXISTING UTILITY POLE m `"° f ' �� ^n ^ } v, G Q -�" , EROSION OR WHERE DRAINAGE AREAS CROSS OTHER UTILITIES. F 9 01/31/2023
' /. ���� ����� ® 3. THE FIELD INSPECTOR,WITH APPROVAL FROM THE CITY ENGINEER,
p SHALL HAVE THE AUTHORITY TO REQUIRE EXTENSIONS FROM THE DRAWN BY
X PROPOSED UTILITY POLE \ ` r ij t \p ;4
\\ PROPOSED STORM DRAINAGE SYSTEMS WHERE FIELD CONDITIONS
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y. 1'�� � �
SO WARRANT 1.HEGEMANN
EXISTING TELECOMMUNICATION BOX % 4. STORM DRAINAGE SYSTEMS SHALL BE DESIGNED TO TERMINATE,�� SO AS NOT TO REQUIRE TAIL DITCHES WITHIN THE 100 YEAR FLOOD ODESIGNED BY
0,1, EXISTING LIGHT POLE \ PLAIN AREA IF EXTENUATING CIRCUMSTANCES EXIST,ANY TAIL x
° © 3.HEGEMANN
EXISTING ELECTRICTRANSMISSIONTOWER 6 ' DITCHING WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE APPROVEDX l BYTHECITYENGINEERPRIORTOCONSTRUCTION. 2 CHECKEDBY
7 SITE II s ��'„EXISTING GAS MAIN • N � bp ,#\ '`"© 5. OPEN DRAINAGE SYSTEMS RECEIVING GREATER THAN ONE(1) •
0 ' / •- ! °'' 1`I '= . \ \ ACRE OF DRAINAGE AREA SHALL NOT BE ALLOWED TO DISCHARGE • o C.TODD
UGC— EXISTING UNDERGROUND TELECOMM LINE PLANT SCHEDULE ��, +,'`� `�,. \' OVER THE STREET CURB WITHOUT A STORM DRAINAGE SYSTEM >^^ f ® DESIGNED IN ACCORDANCE WITH CITY STANDARDS AND • • SCALE
SITE • i ♦C �.�., O° � SPECIFICATIONS.OPEN DRAINAGE SYSTEMS OF GREATER THAN a AS SHOWN
--- = EXISTING STORM SEWER TREES CODE COMMON NAME �� 4 4, ONE(1)ACRE OF DRAINAGE AREA SHALL BE PIPED WITH STORMz�� .� DRAINAGE SYSTEMS,IN ACCORDANCE WITH CITY STANDARDS AND • SW• �� �� /i�/ �_C (�'� • �/� SPECIFICATIONS,BEHIND THE RIGHT-OF-WAY,OR AS POLICY MAY •STORMSEWER ����������� � _ / _ DICTATE AT THE REAR PROPERTY LINE.
AX FREEMAN MAPLE L ��r .�
o� - ® ® ��_ I I tiu� '__ 6. THE DEVELOPER'S ENGINEER SHALL BE REQUIRED TO ASSURE IN
EX DROP INLET �-__ ______ o' -- __ ' � e�"a r���• ���a� �JJ� AREAS BEING DEVELOPED,THAT ADEQUATE DRAINAGE FACILITIES �
LS SWEET GUM - __ � ® [I 2 1� WILL BE INSTALLED,AS PER CITY STANDARDS AND
DROP INLET&STRUCTURE NUMBER - ' _ �' r-�-' SPECIFICATIONS,AT ALL STREET INTERSECTIONS SO AS TO
^ �_ -- __ //- PREVENT PONDING OF WATER IN THE STREET INTERSECTIONOM
M CATCH BASIN (� , )\ I. ' °-'o-o —T I _ CURBS.
v LT TULIP POPLAR /• qo o�` __ __ _ , 1 ,
DOUBLE CATCH BASIN °, / ,�' :!i �L I;'� "�/� ,� 7. CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY a
°�° ,/,/ , I I %-���,- CONSTRUCTION INSPECTION OF THE SITE.CONTACT THE
NS BLACK GUM0), -I , /'-^�--�7, /f -- CONSTRUCTION ENGINEER/RIGHT-OF-WAY ADMINISTRATOR AT "
DROP INLET , ' I -_ 1 -._� I I 1�Qr� / �� __ [phone] AT LEAST ONE(1)WORKING DAY PRIOR TO
-� mar--���s- J' _ BEGINNING CONSTRUCTION.ALL CONSTRUCTION TO CONFORM TO
QF SOUTHERN RED OAK ,�,••." /;1T '-- I- m i \ \ ,`�`' / '/�', I A SITE PLAN APPROVED BY THE CITY ENGINEER AND PLANNING
FLARED END SECTION , / �' 1 I-Tr- \ I i I , �.\,. ' �� I -JA --
/ DIRECTOR i
QV SOUTHERN LIVE OAK (Jy N 8
Q EXISTING STORM SEWER MANHOLE e
�,J'��+�. SEE SHEET C-202-SITE PLAN NOTES FOR ADJACENT POSTED I DESIGN SPEEDS FOR INTERNAL STREETS: 0
® STORM SEWER MANHOLE 1' '� PROPERTY OWNER INFORMATION TABLE. +-I
y���1 • t ZS SAWLEAF ZELKOVA '
}}y--yy���� VICINITY MAP STAGECOACHTN ROAD 45 MPH/50 MPH U
6 PROPERTY LINE ALL OTHER INTERNAL STREETS 25 MPH/30 MPH &
c Y ELEVATION N BENCH MARK WET POND CODE COMMON NAME SCALE: 1�� = 5�01 z g
E
LIMITS OF DISTURBANCE HI Z W
IC SPOTTED JEWELWEED LU
EXISTING TREE LINE DEVELOPER/OWNER z Ce .1 UJ
,' LU Z =
a EXISTING SHRUB M/I HOMES OF CHARLOTTE,LLC U (/ O (/)
LC CARDINAL FLOWER 5350 77 CENTER DRIVE,SUITE 100 'Li o
EXISTING TREE Q LL
CHARLOTTE,NC 28217 J w U
w 3
x �X CONTACT:JEREMY HORTON,P.E. Z_ rO
. PHONE:[phone] (in--x EXISTING FENCE SL DUCK POTATO EMAIL:[e-mail] J C,
v UvN
ce vo
d — - —200— - — EXISTING CONTOUR 0000� REMOVE FENCE, REMOVE STRUCTURES, Q
0 o SS LITTLE BLUESTEM �� X X SILT FENCE °2
o INDIVIDUAL TREE, O PROPOSED TREE x��•-� CIVIL/LANDSCAPEZ
200 CONTOUR o�oo, :,I SIDEWALK ♦ DIITCHESTE,GRAVEL, U CO E X PROPERTY BOUNDARY, ® SILT FENCE OUTLET TIMMONS GROUP H o
UTILITY LINES,UTILITY > '_"
o TC HP LP SPOT ELEVATION STRUCTURES �/� REMOVE TREES „ FLARED END SECTION 610 E.MOREHEAD STREET,SUITE 250 Ce a
95.32 95.32 /95.32 - 10'MULTI-USE PATH . ' CHARLOTTE,NC 28202
iywyywY'I.PROPOSED TREE LINE W/RIP RAP APRON
C/L SWALE STREAM BUFFER CONTACT:ANDREW ALLISON,P.E. O a
4 4 4 -',r STREET SIGN �® DIVERSION DITCH W/ PHONE [phone] z "
•o 0 0 0 0 • EXISTING FLOODPLAIN ^ o"
EXISTING SIGN •
STEM WALL ( l EXISTING WETLAND CHECK DAMS EMAIL:[e-mail] 0_TREE PROTECTION
U SIGN TP FENCE RETAINING WALL W/FENCE i
d EXISTING (BY OTHERS) ASPHALT MULTI-USE PATH DRAINAGE AREA,TYP.
i`o
O PROPERTY MARKER FOUND/ROD EASEMENT ----- ROAD CENTERLINE (ACTIVE OPEN SPACE TRAIL) il
(SEE DETAIL ON SHEET C-802) XX SILT FENCE J-HOOK ai
o FOUND 2
ADJACENT PROPERTY ID
O -SEE SHEET C-202 CROSS WALK W/STOP BAR —0 FAIRCLOTH SKIMMER
11
0 PIPE FOUND SC150 EROSION CONTROL 0
121 EXISTING TOP OF MATTING °
3 O MONUMENT FOUND BANK IA N WHEELCHAIR RAMP ANTI-SEEP COLLAR
p EXISTING MAILBOX _ _ EXISTING STREAM MAT EROSION CONTROL BAFFLE Rill X c
CENTERLINE [ DRIVEWAY �° 8
MATTING Ilr o rw
, _ PAVEMENT MARKINGS LOT LINE 141
- — - \ SIGHT DISTANCE EASEMENT SC250 PERMANENT EC ;1:':� CULVERT INLET Caro } o
MATTING PROTECTION INN -8 w
-- PROPOSED RIGHT-OF-WAY STANDARD CURB&GUTTER �� BARRICADE DEAD END TREET i'n°re EXISTING UTILITIES v 9
(WIDTH VARIES - DROP INLET APPROVED °°xTxA� Fa,RESPONSIBLE a".
) RIPRAP / PROTECTION Soil Erosion&Sedimentation ATED PRIOR°DDxs<x00000x. usm
JOB NO. A
PROPOSED EASEMENT SUBDIVISION MONUMENT - Gaston County Natural Resources Dep rBt.Il
0 2'-0"VALLEY CURB ® �;�•�•:;• ex cEssnxv,owsuxesunr,o�xe 52561 I„
N SIGN 10/13/2023 1:24:34 PiV PA ,.r°xµ 57,He= .
TREE PRESERVATION AREA (Gnl",I Q4 CONCRETE
SHEET NO. "e
E m'a
E 101M STANDARDS C-000 "'E
Pun IOW SUBPART P,OR AR AMENDED. g