NCC214561_Site Plan or Location Map_20210816

,M• ♦ 100 YEAR
�I/� �i ♦ 0
�BFE-63A0
% I jam•
` 1 .
PROPERTY LINE
WETLANDS 278 SF ENCROACHING
PER ORIGINAL DELINEATION
DO NOT DISTURB WETLANDS
s, DURING CONSTRUCTION
r WETLANDS LINE
w Ia
INSET "A"
1 "=20'
EROSION CONTROL NOTES: 7. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN EXISTING BUFFER ALONG
WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY 22, 1997.
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG
PIPE
CHART
OF GREENVILLE OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN. WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE ON JANUARY 1, 2000.
THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWO). DIRECT
2. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO
EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE, AT
ARE INSPECTED AND APPROVED BY THE CITY [phone]. 20' DRAINAGE EASEMENT 15' EX. DRAINAGE EASEMENT
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P1
RCP
III
18"
24'
0.50%
E=71.07
W=70.95
P1A
RCP
III
15"
24'
0.50%
S=71.41
E=71.53
3. SCHEDULING OF A PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL 8. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FOR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND COBBLESTONE r BROOK HOLLOW
P2
RCP
III
24"
116'
0.50%
E=70.45
W=69.75
P2A
RCP
III
15"
84'
0.50%
N=71.41
S=71.00
INSPECTION PLEASE CALL 329-4467. 24-HOUR NOTICE IS REQUIRED RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO w z /
APPLY TO THIS LAND -DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT /\//�\//\//\//\ 9. o J �pOF ,�//�\//\\//\\//\\\i
4 SEED GROUND COVERSUFFICIENTSUPERCEDE ANY OTHER PERMIT OR APPROVAL. \/ \\��j\ / �L'j/�\/\
i\� \
ANY PHASE OF GRADING 9. DENUDED SLOPES MUST BE PROVIDED WITH A GROUNDCOVER WITHIN 21-30 CALENDAR //\/ <//\\
DAYS FOLLOWING COMPLETION OF ANY PLACE OF DEVELOPMENT. PLACE FiLL IN DITCH TO EXISTING
5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON DECREASE DEPTH AND TO DECREASE /�\,\ \/�/ GRADE
ON A WEEKLY BASES AND FOLLOWING A RAIN EVENT WITH RAINFAL GREATER THAN 1.0" OVER 10. WASTE FROM EXCAVATION WILL BE USED TO FILL EXISTING DITCHES AND FILL FOR LOTS. THE IMPACTS OF THE 4:1 SIDE SLOPE.
A 24-HR PERIOD. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY /\\/////\�
RESULT IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTY UP TO $5,000 PER DAY OF 11. ADD INLET PROTECTION OVER FINISHED CATCH BASINS ONCE CURBING IS INSTALLED.
VIOLATION. SITES UTILIZING SEDIMENTATION TRAPS MUST ALSO SPECIFY A MAXIMUM DEPTH 65 SECTION A -A
OF SEDIMENT PRIOR TO CLEAN OUT. 12. DEWATERING OPERATIONS WILL BE FILTERED PRIOR TO LEAVING THE SITE. p G196 SWALE SECTION
P3
RCP
III
„
1 5
24'
0. 65%
E=70. 32
W=70. 1 6
P4
RCP
III
24"
130'
0.50%
E=70.15
W=69.50
P5
RCP
III
18"
260'
0.50%
S=70.80
N=69.50
P6
RCP
III
24'
132'
0.50%
E=69.46
W=68.80
P7
RCP
III
24"
40'
0.65%
E=68.76
W=68.50
P8
RCP
III
30"
122'
C.40%
E=68.49
W=68,00
P9
RCP
III
15"
132
0.507
E=69.96
W=69.30
P10
RCP
III
18"
44'
0.65%
S=69.30
N=69.01
P 1 1
RCP
III
24"
130'
0.35%
E-69.00
W=68.55
P12
RCP
III
15"
132'
0.60%
E=70.02
W=69.22
6. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL 13. STREETS WILL BE SWEPT AS NECESSARY, BUT A MINIMUM OF ONCE A WEEK WHILE
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE GRAING OPERATIONS ARE UNDERWAY.
P13
RCP
III
18"
32'
0.65%
E=69.20
W=69.04
14. ONCE MUCKED OUT, SELECT BACKFILL TO BE UTILIZED IN EXISTING DITCH
P14
RCP
III
24"
128'
0.407
E=69.02
W=68.50
SECTIONS WHERE CROSSING THE RIGHT OF WAY. 95% COMPACTION REQUIRED.
NOTE:
! NO DRIVEWAYS TO BE INSTALLED OFF 1. REMOVE PORTION OF CURB AND GUTTER AND
I
( '\ OF COBBLESTONE DRIVE. SIDEWALK THAT IS MISALIGNED WITH THE EXISTING
x , RIGHT OF WAY AND REPLACE WITH NEW CURB
AND GUTTER, SIDEWALK AND PAVEMENT,
2. TRANSISTION FROM 40' B-B TO 36' B-B OVER 50'.
3. TRANSISTION FROM STANDARD CURB AND GUTTER
T--- --------- - -ROVER1SPAN.._--_--_--_--_--_--_--_----__--_-----_-._.-_--_--_--__-_--_--_--_----
CAMBRIA DRIVE CAMBRIA DRIVE(50' PUBLIC R/W, BC/BC VARIES)
,I / _ _____ __ _ _____ _ _ ___ _ _ �,. \\ ED Deed Reference: (50' PUBLIC R/W BC/BC VARIES) �� L A R K
m %--=--------------------------------- -- - --- ----- �� ..r_._.. _..- --- --- --- --. .._. .-- ---- ---- ---- ---- --- .._ DB 3839/PG.73 ELVY K. FORREST, Jr.
---- \ / rt ------------- - -- - - .r --� - �- \
�35B) / BROOK "LLOW '- -' PN 04227 / Deed Reference:
-•, / PW 3 I I I I I I I I I I I T I /! r I I 1 I T rBROOK HOLLOW 1 T
�- �- �- , it 4 _
oI / / BROOK HOLLOW ,BBB) ig-p �27Ai _
MB 7, PG 112 - l _ . _ �278) �26B> �26A> 25B) .248) 1 11 r 23A> I t �136) RA-20 / DB 2014E/PG.481
� � / / '35A) / �34A) .338) I I - - I - I - I �30B) I PH 3, SEC 4 I I I I I I I I �25A) I I I I :23B)I - I �228) I :22A) I �(B) I 21A) I �20B) '- I •- I •- I PH 2, SEC 4 I I I \
�20A) 1g�) j9A) - \ �14A) / PN 07192
/ �33A) �32B) �32A) �31B) �31A) PROPERTY LINE MB 81, PG 157 �17A) J68) �16A) J51�) mil )
•�� "" � / / M8 83. PG 59 � II PROPERTY LINE � _ I I ' J4B) � \ /
\ 3 NEW ; �) I I I I I I I I I EX. 15' pRA/NAGE I I iS LIMITS OF I t I I I I I I EX. 1s' ORAINAGEI :J6B) IJBA) I I I I NEW ' PROPERTY LINE RA-20
: • o n ab • 20'ORAINAGf / '30A) _ R6A-RU EASEMENT.24A) IS LIMITS OF f83MfNT
\ EASEMENT -/ - _ _ 1 I I I I I I I -'I
I Q'29B) I�29A) I - _ - QI I rMB @3.1 PG 59 I I \DISTURBANCE ( I (� - - I - _ _ _ I I _ I MB 83 PG 59 I I - I J R6A-RU I Q I I I 1 20A5£MENT E \ ' / I S LIMITS OF
j DISTURBANCE i -,� - - - - - - - / DISTURBANCE
------------- - TAPER DOWN TO--- ---------- ------- --- ---- -- - - - - - ---- - --- - ------------- -- ------ -- ----f- ---- - --- --- ---- -- --
'� EX. DITCH ELEVATION, 0.3% D['19, 0.3% ry T T 1 ° 4 "W - .1 "(TOT A -
SWALE r0.3 5.94 $ 6 9 06 2205 2L SWALE
\ SWALE'
209. 45 y = - - - _ Xo - - - - - - o - I \ - - - \ OUTFACE
2,524 SF , \ Q ---.
a�u s OCK CHECK - I / a a / 15'DRAINAGE
x 12.418 SF s m 1 � E-• Wrn ~
..r / / / ,�
EX. MH , / // �' I I �f DAM (TEMP) �, �/ 143 142 141 j 140 138 137 a a 136 // i FEx vi 25 2� EASEMENT G 22 21 20 19 Sh
i' / 12.418 SF 12,418 SF a ENOsiO. ae
' RIM 65.6 ; ` , / / ' / ° 12,418 SF 12.418 SF 12.418 SF a i2,-018 SF/ eEclNTRv na 76.15 a WS 3 11.440 SF 11.440 SF 23 a 11,440 SF 11.440 SF 12,199 SF 16 17
12.365 SF a / 11.440 SF c
( INV 93. rt , \ CONCRETE F F E 135 1 Lr1 �� \ 11 .440 SF a / tie 17.150 SF P8.179 7
SF
FH oo _ �. a
/ INLET PRdTECTiON
I• // X , \\ WASHOUT o 25' MBL TYP. E� H BASIN 14,211 SF T��frtoN �- 0 25' MBL BROOK�I LE DRIVE / FH =�
19.7675E ----- - - -- --- - - - - ----------------- -- ------------ --------------------------r---
------ t---------------
- - - - -- Q------_
EXISTING OUT�ALL SEWER w l / " u (50 PUBLIC /W - 36 B/8) . W
(MAIN BY GREENVILLE--- -- --- -1----D°�BRa >s --
END iRANsli
6 BEGfN Ra Lf
•UTILiTIES 1OMM1SS1ON d! \�\ \\II I I ro �11 JI / y / 0.50% CB31 0.7 CB-33 / ROLLED CURB GfHTONA �TION RaLEOCURB \` U. \
s � / �o \` \)III I II 'I n 14 / ► 74. x MH114 Z E 0.50% k ecclNRRa(f °rcuRe CB 37(DBLI' �Hlll . 0.50X
" t/
' H 115 CB-30 0.50% FF 75. 11 0.50%_ ti 74.44 7RROLLED
O fLw FE MH112 0.50% E 75. -
M • �� \\II,1 I I 29.697 SF// . = CB32 Q 1 MH1138fGlNRa OCRRB 75.58 uRe-► �('B-36(DBL)' E 73.88 \ (fyrlo �
L D C
DRAINAGE EASEMENT VAkYE ""' : I I\\\\\ I \iI I i / $ ------ --- ---- --- ----------�1'11111--`/ �2�MlRANS/110N 25_MBL pE 17,554 SFFROM 40 SOUTH OF THE \` \ I / -----"-------'----------------- ---\o ENnsra.cLrae/bTOP OF BANK UP TO THE 8 • \,\\ SILT FENCE s ro / \BEGINTRANSITION / / r MAIL�_ pWALK \ 5
END N TRANRB `^ m / KIOSK f dJ ( BOUNDARY )
NORTHERN PROPERTY L I ��• •'� '�••'1 Ex. MH28 \ ti I \ I 1 OUTLET ' �' / � / BEGIN rRAN51r(pI � ;. .' 1 26 / i / I EASEMENT � j
RiM 0.02 \
1 INV 54.14 • \ III / 125 128 128 129 130 d / 13l 132 133 \ 1 13.797 SF 27 / 28 " 23 30 / \ 31 32 33 a9 \\ y ' RN175.00' r
124 14.660 SF 13.954 SF -� ' 12 12.53t SF 1t.819 SF ° 11,326 SF 11.326 SF W 10,665 SF/ 10,665 SF , /10.665 SF 10.665 SF / 10,665 SF 11,254 SF L�24.84' 1
1 / 13,908 SF a a 11.326 SF E. / 12,617 SF \ 1 1 Cn�S87.1V'32"E
( • \ \ II 118.2E I I / 13.242 SF ` EX. CB / a / \ (BOUNDARY) \
ol�/ `,,;, •• zJ 1 / EX.35'DRAINAGE F I I 1 EX.30'DRAVNAGE i
EASEMENT o o ! EX.O1 Ci' EX.48"R P TOH=74.02 / 15'DRAINAGE_E \ EASEMENIT,. Ra125.00' \ `\\ 24.82', 7.6'
MB 85, PG 1961 SECTION 3 / TOG=75.57 EX.54"RCP Q @ 0.36% ^ )INV=65.33 EX.48'RCP @ 0.23� EASEMENT Z5 r \ - _ T �MB 85. PG 196 - - - - Lm34.52' \ 125.16
_t�DR AGE -- -- --- -- / INV=64.60 @ 0 @z _ m -� - �a -- - �_ c- -- - �s��: �0°53 2. E
-.- EX.60'RCP @ 0.32% ASE NI m /- - J4.42' EX. CBI I 7T' \
ag [[N EXT60"RCP @ 0.13%.�r .�-.• r-s • - r-. 132•
_ _ _ J - -EX:48 C 0:2 %, c \EX.48"RCPTOH=74.0 I
x • O.� _ - - _ _ _ L �EK.Ilt_ - - - tEX.15'ORAINAG
L.
FE Im i.'\.' _ _ iql f E�� • _ I•, I / 71� TOG=74.94 �' 89'- -X.48 CTs@`�Bb �0�24%- EX. CB EASEMENT
123 0°>11- _ _._ma x_ _�._.�_._ �__._�.� a[ >,-�__ �_."�-•- --•- = I `. X.4- -
'1 O i 0 /�, ' �•� EX.CB J / t0+665 SF INV-66.03 �� \EX.D1 E 8"RCP cB 0:34% TOH-74.05 MB 85. PG t9i
HP - I 10.665 SF
I IN 12.989 SF i �� \ F17� TOH=73.98 72 1 O - ��
147 I? m ac I i •LQ - EX Q 76.0 ) � `- 1 12.840 SF ' 70 I 67 0 • ' v /
O 68 BOG=74.81 I i @Xp424%CP @X0425%CP
�• ��_m I i 1 'o� z rod=.1z w 73 INV=67.23 N 16 35 00 E II II
cm INV=65.19 g ,�
I 0 4A EX.D1 oz I . 1 10.665 SF / t0.335 SF 14,928 SF
�w z o I 13.719 SF M 1 I i / TOG=75.87 INV=64.04 77 1 75 O �_ N l / I / \ IQ5•00 m 1,
MAIL F1� ry 76 74 0
z' ate I'., ¢(�✓i? v I N�. I ' I KIOSK I i INV=63.63 Way 13.050 SF 12,178 SF --- ,SO 00 r
yo.' cc'ce-�c, ll _111 I I 3 12,854 SF O� 13.249 ggF J E sm.cRe /X
Q' Iawo 100 p 7 ' r 78 I 11.466 SF O - 9L •j BfGlNiflANSl1lON L FH _----_-- --h -INLET PROTECTION J y' - - I N 29T1°
_ ? YP. EACH BASIN / \ o �348 II ?g'
EX.D] BO o= ENOsrD.cBRe TOH=74. s
,-a
�.'•,•'..' /u`� m YEAR FCODD Q I I I L+- I I _ VSIDEWALK , I O Cc.� 79 I _ - _ ; BEGIN rRAN51t1 L _ / _ 5_MBL \
ye BOUNDARY tp I EASEMENT I TOG=75.41 12.344 SF p„a 13.050 SF _ J END regNslrtav- \\ INV 67. I j II,II
1 _ _ ._ fG1NiAa f0 CURB 5' TYP
' Z Q • BFf 63. i i I i 9 = I l' INV=63.59 ' 13.030 SF _ _ _ _ - - - - - - - - - �34A) I a
�' 1 i m I I 1 122 I S I / - - - Ja - - F H - -MBL I - - 5' TYP r ! iflANSIiION ---- -- �---� - moo' \1 s'- - - - II II II
Q - ° 0 • I ,. \ I c i a 1 z r - - - - - - - F-.�-' ROLLED CUR \ w
1- I � I I 148 a 1 �I I . / ~ _ _ - - - - / ~'�'� fl%Lf0 CURB FE 75.6b nm+ 0.50% 4.32 48'R I 66 Z '35B) C� II W II'I
o I,•••:'� •' • o I O I 1 9.446 SF I •1 r- �= ce-t 0.50% MH126 I $ _
/ oo I J I 3.500 SF CL' o I o d 61 \ ' - - - - - r- -+ w u� _
I II \�un � I I ! W to n I I mI I " J 19, 494 SF _ I EX. N ROLLED uRe cwe M 12
(/ ! �.^ I I // 2 CB-29lDBL) D I ROLLEO CURB o MH124 CB-CBEE I
,� I I I �I tSILT FENCE 1 $ aI xRR 76.t0 �: cBzsAQ cBzemBLt 75 25 t4.076 SF
II o II •I
I I OUTLET w o
i I VIP \ \ NI I •1oI ,•1,�EX.35'DRAINAGE0.50% / \
I \ \ I 1 10'ELEC. c a EASEMENT I CB-?8A
v • I I aVac I 1 I \ \ ` I I I 149 / 4 ,EASEMENT IX �.' MB 85. PG ,9s K_pTI LAN_ _ iR frtON _I 1~�
00 1 I \\ `\ \ I 111�' .500 SF I 121 twI I I 55 R MH122 - _ - _ - -
/ ooI I O FE _ _ - \ (,50 FNBL 1C R/W 28' B/B srOR� erraN I r
I I ,I ..1 \ \ 76.20 _N 90 END
9.460 SF -
,•:�• ✓ I I j I 1, � .I \\ _ _ - � 25_ MBL _ -} - ip'ELEC. fl7 c. 88 11 .652 SF 13.860 SF
EX' .FE / I I - 1- -.-•- - - ,'SIDEWALK I EASEMENT i i .652 SF _ O
L 15'DRA,NAGE o
I I:.' .' ,•, INV 6 89 �, -EX,F I 82 \ / EASEMENT 11.652 SF �- IO 2
[ 1• f I 86 EASEMENT T N
--i- X.DI 20.161 SF \ 1 "6O / / 85 ' i
' I - - - i _ _ _ 84 / 11 .652 SF s
0 137 _ - i _ _1 -y OG=75.96 11.652 SF GRAIL
5 v - CONSTRUCT
ION
N
I 120 iNV=63.33 11,548 SF G NRINV 6i•01 EX 'DRAINAGE ENTRANCE
EASEMENT
Z `35A)
PROPERTY LINE
65 IS LIMITS OF
13,545 SF \�� �39) DISTURBANCE
INLET PROTECTION \
TYP. EACH BASIN - Y -
_ 9
X DI 11
•.`• Ju w I / i I I III I I EX.3 CDR INAGE 150 I 10.266 SF _ _ I/ / EASEMENT S a W INV 6 M8 85• PG t96 r T ` - - _ _ _ -� 1N , @X0�10% / NRINV 71.��-
a- I I I LEASE NT 13.855 SF I I E.C827 �n1 - - - / EX. DRAINA - T T7-06 -o I - - - T _ - y - ' ` _
j 1 ( I I I S`'J _ PG196T =T _ `�__ _�` �l -�-N 14�17 04, 78.681f
EX. MH29 I I I I I I I �I I H000 7 h69 y1 .004 SF - MB 85• - "�'� 7- y i IIw II @ 0.2 42"RCP T()T 1 I I -
76 E .C826 ti I INV 63.'76, L -' _ _ 'H DO 13 �I @ 0.�24% I L' ,i EX 1D
! I EX.LF 54"RCP - EX.LF 54" CP 0:55�'.'-,- -• -+ +� { EX.LF 48"RCP I HOOD 75.04 GRATE 75.00 I I
54. J '� / I IFE iNV 'j.50 I I I f HDO 74.56 I S ]NV 63.81_ _ - ` i �...-•-.'--� - _ J - - _ t @ 0.357. I 12 l I��= II • N INV 68.41 I.' I N INV 69.75 i I '54A) / �54B)
@ 0.60%• ,L. r_•y.'-' "'-• y .� EX.DI 6, I EX.CB15 OQ r o I
N INV 63, 50 _ t '^-"• �'�,....• ;+- +-� �"'•''�" i', ( I GRATE 76.00 I H000 I I S d W INV i 8.46 I I _ I I '57B I I • iE.s.a W.INV 69.20i '55A) I �558) I / III
`-� \-.= - , 7.17 N INV 68.23 I NM
1 V 63. 5 - -- J - _ -
jy - � T T 1� � I EX � � .•
e x @ 0.35% N INV INV 67.22 S iNV 68.28 �
�•' 305.4�1 1'- N 11 46'26 E 97- 1 Il 0 I _ I I E a s I I _ I I I, Ih i II i �59A) I �59B) I �58A) I �588) I �57A) I ( I q�) I �588) I
_u _° o//` i I o I I IN 14�51'2�4"E EX.CB Ex.c Ex.DI 4 PROPERTY LINE 1- I 91B) 1
S 81°29 8'E CRATE 76.00 PROPS TS OF I I i I �92A) I �92B) I sln> I rIh �� i I,•I I I I
4 III II I J N INV 64.46 _ -
3 . •/ / �� / I' i51B)I 'ilI I �,�'I19A)1 - l S INV 64.51 DISTURBANCE I I I I I
7 „\\ '93A) I �3B )
_ -95B) I �94A) I �948) I - i. PROPERTY LINE
I
alT'. '•�'.'' \ \ ' -�'�" N I ��i� III I \ \ I '97Bi I ss9> I `96_B) I I I I I 1S LIMITS OF ( COBBLESTONE
\ - �97A) � - \ I
/�1All tiro I \ �98A) �98B) I 1 1 \ DISTURBANCE PH 3, SEC I
I I ! , �19B) J I i COBBLESTONE
\\ � I \ MB 66, PG 21
�•. _�' . '" ' \ \ \ , \ yl-- I' - I �' " I \ \ �\ PH 3, SEC I ET67
MB 66. PG 21
1,621
••`• �/ ���� I' \\i i \\ \ ' \�\ / 50' R/W 60' R/W
I . \ \\ 11' 28' B-B 11 10' 40' B-B 10'
tL'EQ�I ••HA'RDEE \ \ EASEMENT PAVING
\, �` PAVING SECTION TO BE 5 5' PAVING SECTION TO BE 5' 5'
TRUSTEE
1
LINDA IPOCK HARDEE �,� DETERMINED BY CBR TEST WALK 2.1 DETERMINED BY CBR TEST WALK
\ 2:1 a per ft. ��" per ft. 2:1 A per ft. er ft.
LIVING TRUST ! �� - i4" PER FT. SLOPE < p = ITr - I,q" PER FT. SLOPE A p
Deed Reference 1 \ I -I i-1 -1 I -I I-1 1=II I--iTi-iTi IiTi I iTi-T I-1I 1=1I 1=1 1=1I 1=1I 1=II I iTi-i i iM
DB 3528/PG.348
PN 05188 1 3'-0" X 0' -4 " 3' -O" X 0' -4 "
R6A 1 CABC UNDER CURB 6" THICK SIDEWALK CABC UNDER CURB 6" THICK SIDEWALK
,
100 YEAR \,
FLOODWAY'
. /BFE=63.0
'� j W[
`-e
INSET "B"
1 "=20'
DO NOT DISTURB WETLANDS
DURING CONSTRUCTION
LANDS 40 SF ENCROACHING
R ORIGINAL DELINEATION
WETLANDS LINE
2:1
EIP= EXISTING IRON PIPE
ERB= EXISTING REBAR
B/B= BACK OF CURB TO BACK OF CURB
R/W= RIGHT-OF-WAY
IPS= IRON PIPE SET
NTS= NOT TO SCALE
CB= CATCH BASIN
DI= DROP INLET
MH= MANHOLE
RED.=REDUCER
24" CONCRETE CURB & GUTTER
(ROLL TYPE) CITY STD.
TYPICAL STREET SECTION
(28' BC/BC)
50' R/W
7' 36' B-B 7'
,'SIDEWALK
PAVING SECTION TO BE 2' s' EASEMENT
DETERMINED BY CBR TEST WALK 2.1
'-pen--Tnr f-r�\ I/4' PER FT. SLOPE q per ft. _ _
- - 1=III=III=
\-3' -O" X 0' -4 "
CABC UNDER CURB 6" THICK SIDEWALK
24 CONCRETE CURB & GUTTER
(ROLL TYPE) CITY STD.
TYPICAL STREET SECTION
(36' BC/BC)
ND STD. CURB
LANE
BEGIN iRANSIT,.KALI
(50�PUBLiC
/W - 28'B%BT
t0'EL fC. w
-
EASEMENT
60
i'SIDEWALK
EASEMENT
82 a 63
O
10,000 SF \
1 13.286 SF
61
11,085 SF a 11.588 SF
EX.10'DRAINAGE
I10`ELEC,
11.426 SF
o
EASEMENT
IEA5EMENT
EX.25'DRAINAGE
15'DRAiNAGE
MB 85. PG �96
EX,41'RCP
EASEMENT
EASEMENT
@ 0.35% -
-
--- -`�
--
X'-
24" CONCRETE CURB & GUTTER
(STD.TYPE) CITY STD.
TYPICAL STREET SECTION
(40' BC/BC)
,'SIDEWALK
EASEMENT
F=; e f , •� s
,
SEAL ' ,
36845
RICHARD A. BROWN, °P.E.
I CONSTRUCTION SEQUENCE
1. PRECONSTRUCTION MEETING.
2. INSTALL STONE CONSTRUCTION ENTRANCES.
N 3. INSTALL DROP INLETS AND STORM DRAINAGE PIPING.
3 A. ROUGH GRADE THE SITE. INSTALL EROSION CONTROL MEASURES.
0
5. INSTALL UNDERGROUND UTILITIES.
0 6. PROOF ROLL SUB GRADE, IF FAILS UNDERCUT 2',COMPACT & PROOF ROLL.
7. PLACE STONE BASE FOR PARKING AND DRIVE AREAS.
z 8. PROOF ROLL STONE BASE FOR CURB AND GUTTER.
9. PLACE CURB AND GUTTER.
10. PROOF ROLL STONE BASE FOR PAVING.
11. PAVE STREETS.
12. FINE GRADE SITE.
13. PLACE CONCRETE SIDEWALK.
14. PERFORM FINAL SEEDING.
15. ONCE DISTURBED AREA IS +/- 80% STABILIZED WITHIN THE DRAINAGE
AREA, REMOVE ANY ACCUMULATED SEDIMENT FROM BASIN AND
ALL TEMPORARY EROSION CONTROL MEASURES.
PB BUILDERS, LLC
Deed Reference:
DB 3996/PG.334
PN 05188
R -6
28.36 ACRES IN DISTURBED AREA
REFERENCES
MB 85, PG 196
100 50 0 100 200
GRAPHIC SCALE: 1"=100'
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
O
(OR 1-800-632-4949)
iT'S THE LAW!
CONSTRUCTION PLAN
R E V I S I O N S
PROJECT NO.: P1724-001
DRAWING NO.: 003