NCC233641_Site Plan or Location Map_20231211

APPROVED FOR CONST'UCTION w• DATE 11,27;2023 �rP D r0 68
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3. COEPE SITE CONSTRUCTION DOCUMENTS Q+
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Sheet Number Sheet Title :y \`1 �� 39 \ i .� 1\ 1 /< /\ Iw�•�•1••711j&'�. \ \ = 055352 -
CA.O COVERSHEET / `A\ \ 40 `"A e.vJ �, \ O ]g / / �1,.1'�..�1.1 • �\ \ T
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C-0.1 E%.CONDITIONS&DEMO PLAN A L 1 / 1 11 1•� \ \ .4
C-1.0 TOPO SURVEY / 42 A\ T\ - r7 1 / / /\ 1$11�111#4 a 1�\ / //I/1111111111111"\
C-1.1 TREE SURVEY / \ ` OZ 2`'..' \ vv 1 / / �111�0:4114 \\\ \\ 2023.102809:59:18-04'00'
C-2.0 SITE PLAN \1- 1 / j \ 1'11.1•1♦ \ \
\\ \`\ fJ 'r _ _1'SDE // _ -�\ ::1��11`A,,.• / GENERAL NOTES:
C-2.1 SITE DETAILS \ \ T- - 11 ♦ 11 \ \
C-2.2 SITE DETAILS \ \ A \) \ / / 1 \ /�1.11/11, - \ \\ d
C-2.3 SIGHT DISTANCE PLAN&PROFILE \ \\ \ / `� \ LOS 13 T7 / ( %L / /\\ \\ �•R •S. ` \\ \ -\ OUP) EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN IN THIS.PLAN IS BASED a
C-2.4 SIGHT DISTANCE PLAN&PROFILES 04530115DOES NOT REPRESENT OR WARRANT THE WORK PREPARED BY TUE SURVEYOR ©
\ \ / 1\ OT]y / \ \♦11�90 11A r' \ 2oloM ErW II s
N/F RICHARD L&ELRENE& / \ / / \ "NP'.11 IJ \\
C-2.5 SIGHT DISTANCE PLAN&PROFILES PAULLDB G]9265 A THOMAS \ \� `\ \\ \ 26 / % / \ f19GN k \\ \\ \� �/ s OR
C-30 EROSION CONTROL PLAN PHASE 1 V \`'o \�� `�� \ ® \ / / 2] j/ / / \ ' \��,9 •G NS111, \\ \\ �^ / CONSTRUCT,AND MAINTAIN ALL
C-3.1 EROSION CONTROL PLAN PHASE2 \Np� "��i16 / \ \ 1`1 / 28 / / `OO�F`,p :��,, �,\ \\ \vJ/r/ SAFETY STANDARDS.LAWS AND REGULATIONS
a UP LB HOURS PRIOR TO YSE
C-32 EROSION CONTROL DETAILS \\ /_ COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
T. \ 11 / / !O� '• ,�,��11•��1� \\ \\\ \ n\v' s ALL LOCAL,MUNICIPAL,AND STATE LAWS,RULES,AND REGULATIONS GOVERNING OR
C-3.3 EROSION CONTROL DETAILS / // p^ 24 ' 7 1 ` \ S- / ^\\ '9�••COS/REPLANTED �\EN AREA FOR \ \\\ �0\\ \` / I MENTA AND THEIR PROVISIONS SHALL BE RELATING TO ANY PORTION OF THIS VVORK ARE HEREBY INCORPORATED INTO AND E
C-34 EROSION CONTROL DETAILS / 1\ // 29 / / \i/ CONSERVATIONEE \ •G a DO NOT SCALE DRAWINGS IN THIS SET.ALL WRITTEN DIMENSIONS SHALL
C-4.0 GRADING PLAN O� \\ �/_ / `23` : '' /i�\ (0.19AC.)Ev.',,. \ �_ PROFILES.AN
C-4.1 STORM SEWER PROFILES \ 'O/ / \\ wt:'.11imr•1j�,,,, I .\ \ �J� H.
IFF. FROM THE DRAWINGS OR SPECIFICAPN TIONS AOEEMEp uJ
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C-4.2 STORM SEWER PROFILES \ l / / �(\ I •v�����1j�Q, / THERE OF SHALL BE SUBLIMED TO THE CIVIL ENGINEER AND/OR OWNER'S
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C-4.3 STORM SEWER DRAINAGE AREAS \ \ / / / / \ I : 11A11��1•w1•�%W 1 WRITTEN PERMISSION ov THE cI ENGINEER '^ ()
C-4.3A SWEL DRAINAGE AREA \\ /� / jr, /lO2s ' / // 11/ ,�•'.1.,1jw11 a 1\\ / I AND/OR OWNER S REPRESENTATIVE
e LL REPORT
ANY
ENCROACHMBY THE SITE PLAN AGAINST ANY DEVELOPMENT ENTS
ORDISC vEAN ES GENERBY THE TESIT ILI i
C-4.4 STORM SEWER DETAILS - \ / / 22 \> v� PLAN TO TUE REPRESENTATIVE PRIOR TO ANY ACTUAL
C-6.0 LANDSCAPE PLAN -• r \ \ -- 1111 I(04 / / 31 i/ / /!O 1 1 / ,r, w W w 11 •, N
CONSTRUCTION
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C-6.1 LANDSCAPE DETAILS _ 21 / 32 ' 1 I + *
+11//\•' / ;� �� \ I NCNEERAN°I°RowNERSREPResAOROESOOFANYOsOREPANCES U
4.4
C-7.0 BROWTINE DR PLAN&PROFILE \ -----
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C-B_0 BMP PLAN&PROFILE * ' / / a \ 1 ICH
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C-8.1 PRE BMP DRAINAGE AREA �/ ® //O / W I W 1 W • • , W R�\\ ---- MAY BE AVAILABLE THE CONTRACTOR SHALL CONFIRM THE LOCABON OF ALL
C-82 POST BMP DRAINAGE AREAS 04530103 / . ...Tow / W// • O�bPOG /W _ W\,, -.III: 1 ` \� ENGINEER AND/OR OWNERS REPRESENTATIVE OF UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK.THE CONTRACTOR w
N/F JUAN I GONZALEZ \ , / / W/ W Q-A\ J
C-10.0 SWEL CROSS-SECTIONS DB 33523- 191 \\ ' /19 w A /y' / y'�' ''' W W W ) \�\ 1. 1 EL000T Nc sERvc OISALUO Nc DEPENOErvr LOCATING AND
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\\ ' ' ` ` Cob \ , SHALL PROVIDE NOTICE OF ExcnvanoN TO NOTIFICATION
'i !pT / 1/ /4P _^ (O.Ofi AC.) W , CENTER AND FACILITY RS\(PER NC STATUTNNO LESS THAN 3 BUSNESS DAYS AND
1 THE CONTRACTOR SHALL BE
6;41
PAYMENT FOR ALL NECESSARY
/ / t‘/< W TO BEGINNING NNODEMOLTONEOANATOOOR z
' / .. ` FORM CONSTRUCTION.
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BE
SIBLE
OR THE RELOCATION OF ANY
' \ / 18/% - . N`` O W W - \414,41, , \\ \P REOU RE°.THE CONTRACTOR LTO COME["TEPNYFPDRT DN OF CONSTRUCT ON.THEns OF THE 0/ /O/ ON
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`� \ O III. ICI FEATURES TO REMAIN ON ANDIOR ADJACENT TO THE PROJECT S.DURING
OWN EXPENSE,
v \\ ),/ / / 16 / . I,. �` \ / I a©il CONTRACTOR EXPENSE 3 k iIX
O , o \ \ ® ;/ ACTIVE
(RIGHT-OF-WAY OF ) IL
ACCORDANCE WITH THE STANDARDS OF THE NCOOT.COOT,AND
V / 18 THE CONTRACTOR SHALL CONTACT TUE UTILITY COMPANY TO RELOCATEREPLACE ANY
EXISTING UTILITY AND/OR LIGHT POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH
\\\ �\ \� ,' / // IW w VI
W W \�� \ B \�,�N / ` // / // EXPENSEA/ MENTS UNDER THE SCOPE MUST BE RELOCATED AT THE CONTRACTOR'S
° \\ •''40Tg / 14 / / I w I w * * 1\ O9 \\ '` / <ORB / ® /
u \ AND PAID DIRECTLY BY THE OWNER TESTING SHALL BE PERFORMED.AT A MINIMUM.IN
C\\ / 13 / I A Ai COS W\ O`\ `\ : i \ / / ; O 1
7.ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY,EMPLOYED
\ ` % 1// / / / I O I )1' W w WL(y0.]1 ACW)W W W 10 \\\ \\ / j // \ J� T / / 1 ACCORDANCE W.THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT IN THE
V o \ \ i / © / 11W \�W W��\ ` ,.. /x \ / ' / CONSTRUCTION SHALL BE AT THE CONTRACTOR'S E.ENSE.ELEMENTS FOUND TO BE
i \ /'{ �Ssp / 407, / / I W w W ; �� 17,
\ , \] SHALL BE REMove°AND REPuce°soLELr Ar
THE EXPENSE OF THE CONTRACTOR.
N 18 PRIOR TO BEGINNING CONSTRUCTION.THE GENERAL CONTRACTOR SHALL VERIFY THAT
\ / \ - i _ _/ L I Lo7eJ/ W W % � - ✓ / RMDSANDAPPRovaLSHAVEBEEN°BTANEDFRDMaLLREcuLAroRv
AUTHORITIES
/ ( 'w 1�' J/ HEsre NAMANNERSOTHAT WORKMEN AND
g w\ w W W W W W W / PUBLIC ARE PROTECTED FROM INJURY
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1 van °R 2/ `• W w , W a W a W . W . W * W * * _ * W W W W W W W * c:, ����� c ssRCOSIGREENA�AA2 ANY DI CREANCES FOUND IN PRIOR TTHE FIEDSHALLEDING BE CALLED TO BE CORNTHE ATTENTON OF THE
22.ALL DRAINAGE FACILITIES,CURB CUTS,AND CURB RAMPS MUST BE CONSTRUCTED IN
- ,`W IO W\\WW WW WW W W W W W WW W W W W XL�" COMPLIANCE WITH THE NCDOT AND CHARLOUE LAND DEVELOPMENT rANDARos
APPLICABLE REGULATIONS.
M OWNER: w\\ W W w W w W W W W W W W W W W W W W W W 0as30„4 BUILDING DEMOMTIONPERMIT AB REQUIRED PER ALL
24 GATEWAY DESIGN GROUP DOES NOT WARRANT ANY REPORTS OR STUDIES REGARDING
YG HOMES,LLC 'P 'P 'F 'F 'P N" PROPERTY
HAS BEEN PROVIDED TO GATEWAY DESIGN GROUP BY A THIRD PARN ANY AREAS
.F .F .F .F .E
r. 1401 FUNNY CIDE DR w W y y BMP"" W W \ : N/F FRANasco LDPEz WETLANDS/STREAMS SHALL FALL BACK ON THE COMPANY
" WAXHAW,NC 28173 \ JUAREz& WHO PERFORMED THE STUDY
T MASH LOPE GUD -ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE cn,OF CHARLOTTE
N W W w W W W W W W W O Z A 0
[e-mail] \W TIMMY L 61 \ DB 35476-961 STANDARDS MANUAL AND THE NcooT STANDARD DETAILS.AND
N/F O/N U L INTZORD& X
(71$)6D7-0595 W \W W W W W W W W W W EDWIN M KRINTZ 04530562 ', SPECIFICATIONS. O
N N/F JUAN IO103 GONZALEZ W W\ W W y W W W W W DB 8100-323 \N/F DREW N&MARIA E YATES
o DEVELOPER: DB 33523-191 A A A A W W A DB 36012-472
" W
YG HOMES,LLC A� v m �
1401 FUNNY CIDE DR T"V "" 'P A A , B' N' N/F DEVONO HAMMOCK
0453
563
I
2 WAXHAW NC28173 W\ W W W W W 4/ `t= DB 33095-593
/ [e-mail] . st W W W W W \ Ia [phone] 'C V�' �' �' �' \DESIGNER: \ Wo GATEWAY DESIGN GROUP,PLLC . \ s 'm
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G 8516 FOXBRIDGE DR / ' I J - - \ I /g, MARK DIAMOND,
ON,NC 28104 I 1 �/ h V FLO 8 o
w MARK DIAMOND,P.E. IHERITAGE/SPECIMEN Z �j .. 1 _
[phone] GRAPHIC SCALE _1 AREA 0.28 AC /� AP / Carolina PROJECT N:202I&27 DATE 10/28/2023
>' [e-mail] D 20' b' r0' {{ , L / \ Carolina.„
■ YIW W.n■C88111 019\ DRAWN BY:JB CHECKED BY:JB
° SURVEYOR: I I I r 4"ems. 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
x 04 / APPROPRIATE PARTIES AND ASSURING THAT ARE UTILITIES COVERSHEET
CAROLINA GEOMATICS,PLLC (IN FEET) CONSTRUCTION.
N 469 HOSPITAL DR,SUITED ( \� FLAGMEN,ETc.,AS NECESSARY rOINSURE SAFETY.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING ES USING
GASTONIA,NC 28054 HORIZONTAL 1 inch=40 It. ` T "' SHEET NO.
ALL PAVEMENT CUTS,CONCRETE OR.PHALT.ARE TO BE
CH0) 2 KING,PLS REMACED ACCORDING TO STANDARDS.OF THE NORTH CAROLINA
04530118 ----I 3 DEER TMEm OF TRANSSHORING WILL BE SORTAnoN AND LOCAL DING TO OSHA N TRENCHING STANDARDS
CO- •0
i [e-mail]
N/F BRONALD21661 E K1NAR0 \ -
�' [e-mail] DB z1661-160 I PART 192e SUBPARTP OR AS AMENDED