NCC220700_Site Plan or Location Map_20220210

�N PIPE CHART CONSTRUCTION SEQUENCE
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1. INSTALL CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCE.
3. EXCAVATE STORMWATER DETENTION POND.
4. INSTALL DROP INLETS, CATCH BASINS, INLET PROTECTION
AND STORM DRAIN PIPING.
L 81,Y9 , 27 , 28,36 e 37, 56 '& 57. ROUGH�GRADE 5. INSTALL UNDERGROUND UTILITIES.
ROAD PAST THE PHASE LINE IN PHASE I TO PULL SIDE SLOPES ON THE SOUTHERN
ENSURE DRAINAGE. DITCH WILL BE PIPED 6• PLACE STONE AND CURB AND GUTTER. BANK OF THE Ex .DITCH BACK TO 3 : 1
I N PHASE 2 . 7. PAVE THE STREETS. FOR THE ENTIRE LENGTH OF THE
8. ESTABLISH VEGETATION. DITCH. PER CITY OF GREENV I LLE
MSDD. SEED/MAT/VEGETATE AS SOON
9. EROSION CONTROL MEASURES TO BE REMOVED UPON STABILIZATION AS P ❑ S S I B E .
WHEN ADEQUATE VEGETATION HAS OCCURRED (8Q%-+/-).
JAMMIE GREY STOKES
DB J51, PG 13
PN 27373
$EIV ZONE RA-20
f ,a ' NCGS MONUMENT _ 80-- ` _� �8Q- ^ �50.� - tiU - - I
j SPACE BETWEEN EX I ST I HG -
PAVEMENT AND AND NEW PAVEMENT - - _ 7� - - - - - - - - - i II
_ -79-------_-_-- 79------------------ 78-------------- --78------------
1 fQR THE TURNLANE IS LtH} 'LAYTON" ---79�=_---�-.-_-�._-79_-----------------_78-------------.`--`_-78--------------- li fFES-8
i ELEV=79.06s��=aL��=------7a--------------------78---------------------------- -`,*�I INV= P25B
N�67555. 1480 _ PROPERTY LINE IS LOD is I 172.17
! i i E1N I E=2464074.2508 ---------_- - _---------_---- - ---- --- _--_=-- = == �i- = - _ � - - -- -- eL_=---;7s-= _-z7_-- _ _ r7___-- -- F7- - "'77= - �I - -- - �.--___.--
-BL- - - 6 --76- - - -7� - � =
1 _____ �___------------ - s�--= _ _ - - - �$?- ---- - - s� 9L - -- _ - - - _ a[�S��N89'12'1iwE-14�]5.�`iT6T1 _ T _ }= - - - -- - _- - - -- --- - - =F -
I I o EE60x �9L-- cG=�� - ---- _������8{j-- -iT. �}�.--- - - f -�r� _� - - -47=� - - - - -
li lia?vs ��-�_-- _ - --T I712 03 1n
INSTALL WATTLES T H.I a SIDE-
... :i: Y:
i RE
T 2- MW TER
SIL .. �ST_ _ '..' A Y`l • �... MW
ER
TI AF NGE STET TI
I
RM TE .� I
IO A D R
E
NT N EA
a 8
}
L-- J _- -�,Es7 TJB"2
�- - - - - - �
i1 i a3 1,l�1c.z, O Q� 72 3 7 40 r I71J.81
' iib13 i3 Et 0 iA] it I 1 • r [] I�,
V) � , DI-1 I �� 1 } I i3� r 1 MUCK OUT AND
20` DRAINAGE 8 i = -w x , = FILL PORTION OF 1
CARL W. BLACKWOOD `'' N BMP MAINTENANCE 1 1 i d "'� HAMMERARYHEAD
z r &ACCESS ESMT V I ` r r 20' DRAINAGE EX.pITCH 1PHA51 tY
5 � � HAmmERHEAp
Q f DB 3293. PG 43 - W W11TUR3-A-RCANE 'd r - L
1 W/ 9ARR1CApE r y� 53 , 5� EASEMENT l � 49 4g 47 E �j\
l l � F +r 11 d _
54 �E- r _ -
r�
52
PN 87346 c = r' 83 62 61 ai i 55 9.D75 SF
r
I i ZONE ❑ I�0 59 58 5'7 z 9,075 sF
} w a � , 9.075 SF r 9,075 5F -- 50 I a9.D75 SF g,(}75 SF ' 9,350
o r 9,075 SF 9.075 SF 9,075 5F 9,075 SF 9,075 5F 9.075 SF 9.075 SF x 9.p75 5F -_ -_-_ -- - - - -- - - - ------------ --- -
ROCK PIPE INLET x r 4, x + 9.075 SF, 20" DRAINAGE S Q INSTALL TEMP. DITCH WI ROCK - 9,075 SF d
(� r I CHECK DAM TO DRAIN LOTS ABIG_AIL TAYLDRDRIVE I - -_- - --
a it 25'M13L II __ _ --__------ ---- ------ - - - - -- -------I -------- - --EASEMENT_-r_---8.9.27.28k36,37.56 & 57I
PI PROTECTION r
_ _ 1 INLET r I [ 60' PUBLIC R/W 36' BC/BC)
Fol�1 I [TYP) �j LDD -! ---__ - __----------------�---a - -----} d I [PIPE IN PHASE 2)
W i ''�`� + r - NLET I I- E� r PROTECTION r 1
\ SILT I
w j FENCE PRDPDRTY LINE I5 LOD FES_3 v PR TECTION i 1, V) (TYP] !
�P
-� j P RIw /r N89' 12' 18"E 274.94' 7a. i 5 r TYP
i 1
sl r \ . q
-Ex � I l/ G�, ■ �r C - `� E_ ' FE- D.5� � 77.19 � B f 11
rTy�e 1-, 1 ry _ TEMP.HAMMERHEAD. W/ TEMP.
L.J N �! i+ln x C -lA FE= SILT CB- 7.29 f•E ! CB- rx -p a 5x \ ` xFL= r '"d 7.SD 1 O�5x xB.fa �g _ BARRICADE 5" THICK SIDEWALK
\ 79 z❑ n.sx ■ r i N 1 CB-1❑ , SHALL BE INSTALLED WHERE I T
CROSSES THE HAMMER HEAD.
' ` 7.7f FENCE a- % I ,0.5� X77.55 1 , + I T
avu
1 0 ,I,1•' � L _
O zv ! I � � , � I I,�, ` I .� I
tI � CLI i{ + CB-2 25�R zBCRCB- B-� , 1 �:...
cr i I
x
I I
.. Z' P 5 0
r , ,I
1 v-_
P _ _ I _- __--- - ____ _ _
R/WI P5'MBL ___ I ---- ------------ - '
_ _--____----- ----- } ------ --�--- -L - -- -- '� g� -_ CONCRETE
.-1 a i I i� # u SILT $89.12'18 Ni 273L�5` SILT I FI;S-4 � xf 1 2rj'1ul$L _--_ _ -- _1--___-____ _ _-_�_-_-____-- � � 50 TEMP. 1 � -� WASHOUT � r
FENCE - - FENCE IlIN =73-85 - I I- ■ I� ! I PHASE/P RCEL °FO' ELECTRIC
5C}' TEMP. _ ---LL- y r CON EASEMENT I • i ~�� CARL W. BLACKWDCD
0., I i y 50' TEMP x6N 4 Ii ' , k 6,1 SF 1 t LIN t ENTRANCE 1
E E I il� ' d gl��li % I i 7 I ,' PHASE z 39 ', `� 40 `\� 41 42 43 l a 44 �'-, 45 46 �, `° DB PNg13789 43
ENTRANCE LOD -1 I) `� ! MA I L � t 34 35 3 fi 3 38 � � � _ ��
U ICI. PHASE ti 1 1 ! _ I �� 3 t t 9.020 SF 9.020 SF 9,020 SF 9.020 SF 9.020 SF 9,020 SF 9.173 z ZONE RGA
�' 15' DRA 1 ANGE �� KIOSK 1 i 9.020 5F 9, 020 SF 9.020 SF r 9, 020 5F 9.OPq 5F ■ _ , -
j Ili I 11.946 SF E� d ^ I 9,020 SF ! I r �♦ 20` DRAINAGE �sr, - J
EASEMENT CENTS 0\ 9,020 5F
OVER RCP AS IN AL�LU I 1x ! 20EASEMENTGE x r 2DEASEMENTGE 15'
5EASSEMENTGE I EASEMENT
INv= �I-4A
I.l; ' 15' DRA [ ANGE I , 1\ `� ` - -swALE o
I - SWALE @ 0.3% - - - DI-
77
! I ,°.,zEs°s+` CARL W. BLACKWOOD iEASEMENT 1- 1, SWALE @ {).37.- �- - �SwALE @ 0.3%- -I}I- \ \ �x -
! I I DB 3293, PG 43 I , ! DI-2 - -tom - - - - .- MUCK i}UT AND)
' I t - - FULL PORTION OF 30' DRAINAGE
I ! PN 87347 1 �1 77•72 r r �] pa ` ' E](.DITCH(PHASE 1) (�
i ZONE D /t �`� _ �, E �^� i x P H A S E F_r ' - cq
i EASEMENT
d PHA t a 24 23
i i i EFM j * CQ
1112, 118 SF I 3� 0 29 28 W 27 �* 25 i I 21 y- 19 18
9.430 SF I E-' 9,430 SF 9,430 SF 9.430 SF
I N 1 1 �\ CO Q 9,430 SF g.430 SF 9.430 SF g�a3q 5F I` 9.43D 5F a 9.430 5F I 9,430 5F 9,430 SF 9.581
;.7 ,6�. I0 I I3 [x �= ! 9.430 5F o -_ -------------__-- -- -_ - - - --- ---- -
I 12.875 SF INSTALL TEMP.DITCH WI ROCK w _ S
IN LOTS
BASED ON SURVEY SHOTS IN BOTTOM OF DITCH, 11 + ■� I x Irx , I 8H9C27,28,36.337K DAM TO A56 & 57 25'MBL _ -
INTERSECTION iS AT A HIGH -POINT. NO 1 ❑ b SARAH REBECCA DRIVE �_ --_J_ --_�5q TFP _____-__ --- [PEPS IN PHASE 2J`- - b� I -INLET- ��. I �I
CULVERT NEEDED. FIELD VERIFY. Ill.
, - - - -
�� '��-- - - - - -- --050` PUBLIC R/W 28' BC/BC}----------_-_ f CON5TRllCTION I , PROTECTION �• 1 I
1 pIi �x r d4 F• tia/ E'NkTRANCE 1 C TYP 1 I I
PHASE 2 1 1 1 1 -(.�1
SPACE BETWEEN EXISTING PAVEI+ENT = x 1 \� _ - - FE7 F�= , 1
I I PAVEMENT AND AND E r r '
I SILT r fl.5% 76.87 - 79-_� ��57•^ ■ FE= Q -17 8cx BCR 7s�19 Bc n•sx 77.75 Qp CB-I� o.5x 7B. �x �7 TEMP.HAMMERHEAD. W/ TEMP,
I FE 77.5 ., x i❑ BARRICADE 6" THICK SIDEWALK
I I I FOR THE TURNLANE IS LOD FENCE x I r ` , 77E88 CB`18 I
-__ x ___ zs
TALLED
{ I I Ir CB-ItI - 25 CR055E5ETHESHAMMER HEAD
EF ` 1 Y
I 5.6 CONCRETE _ m 5' S I DEWALK { 1� BEFORE YOU p rc:
�� _ i i _ v _ _ p MC ONE CALL
1 aH WASHOUT I f I - 1 m---- -- 25'MBL----------- -----_ --- C7 I � (TOLL FREE)
15' DRAINAGE 5 SIDEWALK }______________ ru
++ a 22,149 SF EASEMENT 25'M$L y
I I i o� �' ,'j S ------------------- ---- - - - - ---__----- - ----- --- __--------- I-- -1 �15 DRAINAGE
+I I 15' DRAINAGE U~- I M EASEMENT , '
+ ! 10' ELECTRIC i
I I 4 w + EASEMENT
I ��, r EASEMENT Jam, I . 1 DEASEMENT I C 1 12 , 047 S,
+ V•� x
1 1 INSTALL WATTLES IN x -� �7 w �� I q -
j �s.6s ROAD SIDE O1TCH.[21 5 6 9 `�'11 �a �`�' �3 4 +�a �5 i !
1
EP 1 d J A4 Ll. 10.330 5F EX.FES INV=
,,. +
I r 16.190 SF �r p, 9.72o SF _ - 9.777 5F 9.773 SF 9,8D1 SF I - - -_ 10,394 5 m - 7o.z3
x ' - _ 9.8D1 SF _ _,�_ ^ - 1 1 .342 SF l (OR 1 IT'S
THE3LAW! )
i 9, 720 SF 9.805 5F x E_ 10.300 5F REMOVE EX. [ r' S THE LAW!
11,165 SF - - -1e' _ 15' DRAINAGE
_tea--�� El(.10' WATERMAIN � 15` DRAINAGE 48"RCP � FES��: •
I l7N+y66 ��\ DI-5 Q ,�_ EASEMENT - 1D� O _ EASEMENT _' o DI-7 ,' EASEMENT��
TOG-77. 7�NY� _ G=76. hY9L` ! - ' V- TON'd=7 9 `� ALE
wA-@ 3% IN !$.1 WALEko
- x J - I 7zY _ -
_ �J - / ^�I / `/ / r / / / / / / / / SWdtLE t O. 37.
/
�i �� � ��� �i ������ ��i �L -/-DI
���� i -��/ �-c -� Lam/ -L�_� �� �� ���i -� � II � 'jam , I ` ETC. 5.
EP I I I I S89.25' 32'Nr 1A05. �1' I PROPERTY L I IVE I5 LOD 1 I I 77 22 II -�U '�� Ex. S IDEWALK `� I ,1 I it I Inv=7D.04
Ex. 1D'ORAINAGE EX.31'WATERMAIN�.�,{ iiI i� ! I• Ex. 10'DRAINAGE 1 !� MILL CREE I r126'
EASEMENT I Mg5E67, PG 25-26 �l - Ex•1M ELECTRIC I EASEMENT EX.48"RCP11 PHASE 2 I - -�
r^,� I / r-■ I I I r /-• ! MB 67, PG 25-26 ± I I q I �.a MSE67 EASEMENT
i MB b7, PG 25I26 REMA[N5 ii /-�
I I i I
' �2D I +'� I I �22 I :23 i I `\2`1 i I + 25 1 I I\2fi i I i 27 I �3$ i I + 29 I i/ �1 +/31 i/32 I 1 ' r/ ,1 ' ~ �� ' _ ` r/ _ �� �!� + 127' ZONE RA-20
\_-�_-� I \30, ` �.� \3`1� I 135' I i361 \37�
+'331 R E V I S. 10 N S.
C I �33 m Y N. DATEDESCRIPTION
1;1g I i I , MILL CREEK
I I I I �.� i I Om + ,fs.zz CDC, s Guc cam.
PHASE I z M `•�I i I Rae 2 1/27/22 COG Cam.
I I I I ZONE RA-20 i i
ul
I-�
M E G A N DRIVE
- -- - - U 50` PUBLIC R/W PAVEMENT VARIES) `'`�.,� geQF3gio d�,�-.a
CONSTRUCTION PLANS
60 30 ❑ 60 120 9r" -4
L ; y
Emi_ 368¢S _ GENERAL GRADING, DRAINAGE, EROSION
GRAPIiIC SCALE:
1`= 60' '- '•�tia��E��., ,,` AND SEDIMENT ION CONT L PLAN T
60' R/W y �. . •
�R�A.
50 R/W
12' 36' B-B 12' 11 ` 28' B-B 11' "r++,,,fu;��+E''
RICHARD A. BROWN, P.E.
PIPE#
TYPE
CLASS
SIZE
LENGTH!
SLOPE
INVERTS
P1
RCP
IV
15"
32
0.30%
N=73.99
S=73.89
P2
RCP
III
15"
54
0.5%
N=73.89
S-73.61
P2A
RCP
IV
18"
50
0.5%
N=74.15
S=73.85
P2B
RCP
IV
18"
10
0.5%
N=74.16
S=74.15
P3
RCP
III
18"
24
0.30%
W=73.61
E=73.53
P4
RCP
III
18"
40
0.5%
SW=73.53
NE=73.32
P5
RCP
III
24"
70
0.5%
W=73.32
E=72.98
PG
RCP
III
15"
120
0.5%
S=75.10
N=74.75
P7
RCP
IV
18"
26
0.30%
S=74.75
N=74.65
P8
RCP
III
18"
124
0.6%
S=74.65
N=73.94
P9
RCP
III
24"
124
0.30%
S=73.94
N=72.98
P10
RCP
IV
30"
32
0.30%
5=72.98
N=72.88
P11
RCP
III
30"
122
0.35%
S=72.88
11=72.45
P12
RCP
III
30"
31
0.4%
S=72.45
NE=72.33
P13
RCP
III
15"
126
0.30%
S=74.65
N=74.29
P14
RCP
IV
18"
25
0.5%
S=74.29
N=73.75
P15
RCP
III
24"
126
0.30%
S=73.75
N=73.39
PAVING SECTION TO BE
DETERMINED BY CBR TEST
20 1 ,a, per ft
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P76
RCP
III
30"
121
0.30%
S=73,39
N=73,03
P17
RCP
IV
30"
32
0.30%
S=73.03
N=72.94
P18
RCP
IV
301'
136
0.4%
S=72.94
N=72.40
P19
RCP
III
15"
127
0.30%
S=74.98
N=74.54
P20
RCP
IV
"
151
33
0.4%
S=74,54
N=74.39
P21
RCP
III
18"
126
0.4%
5=74.39
N=73.91
P22
RCP
III
24"
122
0.30%
S=73.91
N=73.50
P23
RCP
IV
24"
30
0.30%
S=73.50
N=73.39
P24
RCP
III
30"
136
0.30%
S=72.98
N=72.60
P25
RCP
III
24"
38
0.35%
S=71.37
NW=71.23
P25A
RCP
II1
48"
74
0.30%
S=72.03
N=71.81
P25B
RCP
III
48"
44
0.30%
E=72.03
W=72.17
P26
RCP
IV
48"
288
0.30%
5=71.81
N=70.94
P28
RCP
III
48"
124
0.30%
S=70.94
N=70.56
P29
RCP
III
48"
24
0.30%
S=70.56
N=70.49
P30
RCP
111
48"
86
0.30%
S=70,49
N=70.23
P31
RCP
III
48"
65
0.30%
SW=70.23
NE=7D.04
6`L 5' L1,
WALK
PER FT. SLOPE 1,4 per ft• 2'1
A �
2 ' -6 " X 0'-4"
CABC UNDER CURB 4" THICK SIDEWALK
CONCRETE
CURB
5D BTGUTTER
(ROLLTYPE) CITYPICAL STREET SECTION
(60'R/W 36' BC/BC)
PAVING SECTION TO BE 5' L 5' '
1 DETERMINED BY CBR TEST WALK Z.1
2�i ILP'a per ft. If "' PER FT. SLOPE 1.�' per
4 , 1
2' -6" X 0' -4"
CABC UNDER CURB 4" THICK SIDEWALK
24" CONCRETE CURB & GUTTER TYPICAL STREET SECTION
[ROLL TYPE] CITY STD.
(50'R/W 28' BC/BC)
PROJECT NO. - P1732--001
DRAWING NO. 003