SW3231001_Plansheet - Other_20240209

DEVELOPMENT DATA
LEGEND ZONING: R-20 (CLUSTER)
OWNER: VERA MULLIS MCBRIDE COUNTY: UNION COUNTY FfS
I ADDRESS: 16000 IDLEWILD DRIVE TAX PARCEL: 07057002 0 �oq0
FEMA FLOODWAY COMMON AREA PHONE: [phone] EMAIL: DALLES®DRBGROUP.COM DEED REFRENCE: CS14 200
DEVELOPER: DRB GROUP NORTH CAROLINA, LLC IC RID SUBDIVISION MIN. LOT WIDTH SHOWN: 65 FT.
°_°_° SETBACK: 25 FT. (CLUSTER OPTION)
° ° ° ° CONTACT: DOUG ALLIES (DALLES®DRBGROUP.com) REAR YARD: 25 FT. (CLUSTER OPTION)
° ° ° ° FEMA 100YR FLOOD
2020000 0
ADDRESS: 227 W. TRADE STREET SUITE 1610 CHARLOTTE, NC 28202H E M BY D R T H CAROLINA IG SIDE YARD: 5 FT. (CLUSTER OPTION)
PHONE: [phone] 9 CORNER SIDE: 12.5 FT. (CLUSTER OPTION) Qoq� �Q)
CIVIL ENGINEER/SURVEYOR: THE ISAACS GROUP, P.C. \v�; ---_-__-- 1 TOTAL PROJECT ACREAGE: 84.20 AC. (3,667,845 S.F.) ono
WETLANDS CONTACT: BRENT COWAN, P.E. (bcowan®isaacsgrp.com) / \ / i \ IDLEWILD R/W DEDICATION: 1.52 AC. (66,410 S.F.)
/ \ / i '� J
ADDRESS:8720 RED OAK BLVD; SUITE 420, CHARLOTTE, N.C. 28217/ ON-SITE R/W DEDICATION: 7.73 AC. (336,920 S.F.)\ / i �ltl o FLOOD PLAIN AND CREEK BUFFER: 15.46 AC. (673,332 S.F.) SITE
PHONE: [phone] / V / �i oy0 •� • A��q.
FEMA 500YR FLOOD USEABLE AREA: 59.49 AC. (2,591,183 S.F.) oP0
DENSITY ALLOWED: 2 UNITS/ACRE OF USEABLE AREA
PROP. 12' / / \ �` ® � MAX. NUMBER OF LOTS ALLOWED: 59.49*2 = 119
TREE SAVE NOT IN FLOOD PLAIN OR BUFFER / SETBACK/TREE SAVE /�/i \ o DENSITY PROVIDED: 1.81 UNITS/ACRE OF USEABLE AREA
147,384 S.F./1.92 AC. ) / \\ i� AROUND THE SIDE /�/// _ \\ °tiq. EXIST. WATER MAIN NUMBER OF LOTS SHOWN: 108 LOTS (AREA: 39.88 AC.) OFF
/ / / ALONG IDLEWILD ROA p��
\ PERIMETER �+ / . \ + MIN. LOT AREA: 20,000 S.F. (R-20 REGULATIONS)
AREA OF REGULATED FLOOD PLAIN & \ �� BILLY RAY BEAK & JOYCE BEAK jw°/ 15,000 S.F./O.34 AC. (CLUSTER OPTION) VICINITY MAP: N.T.S.
RID #o7os7ooZ \ PER UNION COUNTY DEVELOPMENT ORDINANCE
RIPARIAN BUFFER =673,365 S.F./15.46 AC. / \ �� f \ `
/ DEED BK-145, PG-219 / / SZ �
/// \\ ���� ZONING: R-20 � ,� � ��\ �oy •'•, Q'i \\ WATERSHED: CROOKED CREEK SECTION 5
PROP. STREET TREE 15' \ // ,� . \ \ CLUSTER COMMON AREA CALCULATIONS:
MAX. BEHIND R/W 50' / i / -�' \ . KIMEJA P. PRICE MAX. BUILDING COVERAGE PER LOT: 40% OF LOT
D.C. (MAX.) \ i PROP. STREAM RID #07057017e \ TOTAL NO. OF LOTS > 15,000 S.F.=108
CIL \ WITH 50' BUFFER 6 DEED BK-D145, PG-341 \ - C.O.S. PROVIDED: 656,164 S.F. (15.06 ACRES)
i0Z• AN \ ZONING: R-20 N0. OF LOTS (15,000-20,000) = 100 LOTS
\ - PROPOSED ROADS: 6,700 L.F. LOT AREA FOR 100 LOTS 15,000-20,000 =1,737,047 39.88 AC.
PROP. 4"THICK, 4' � �,, / O � ��� ( ) ( )
5' WIDE CONIC. SIDEWALK 5' / �p� ' / LOT 41 \ `� ���� UTILITIES: PUBLIC WATER AND SEWER LOT AREA REQ'D FOR 100 LOTS=1 00(20,000)=2,000,000 S.F. (45.91 AC.)
W So' WIDE OAD ROW W / , / ,� , F \, ' - � SMALLEST LOT: LOT 9 AT 15,015 SF/0.345 ACRES COMMON AREA REQ'0=2,000,000-1,737,047=262,953 S.F. (6.04 AC.)
OF. 11' 11' aF // �y 1 ' LOT 40 ��9\ �� �\ ` '' STARTING AND FINISH DATES: START: AUGUST 2024 MAX. 50% CAN BE FLOOD PLAIN (15.45)XO.05= 7.725 ACRES
��d / , �/ , ]\ END: AUGUST 2025 COMMON AREA OUTSIDE OF FLOOD PLAIN = 24.89 ACRES
5' 6' 24 EP-EP 6' 5' / ] , , ' �Q\
��' BUA/LOT: 4,356 SF (SEE SHEET C4.5) TOTAL (CLUSTER) COMMON AREA = 32.615 ACRES
a CONIC. PLANTING PLANTING CONIC. a // �� �/ / LOT 39 `` �,?, ¢�9� PROP. RIGHT AND LEFT
WALK STRIP 2'-0" VALLEY STRIP WALK
GUTTER •_-
/ TURN LANE INTO
DRIVEWAY-1 ALIGNED GENERAL NOTES:
KITTY HICKS & MANUEL J. HICKS
RID #07057005A / /�� / / , / / O� \ �� �' WITH CRISMARK DRIVE
DEED BK-246, PG-171 / o ��/ °o \ �� CLUSTER SUBDIVISIONS STANDARDS: THIS PROPOSED SINGLE FAMILY DEVELOPMENT SHALL BE DESIGNED
1/2" /FT 3/8" /FT 3/� 1/2 /FT PLAT BK-L, PG-766 / j 1 LOT 38 - ✓�
ZONING R-20 / �, ' / LOT 1 w AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE UNION COUNTY LAND USE ORDINANCE
�\ \ PROP. USEABLE OPEN AS A "CLUSTER DEVELOPMENT" PER SECTION 5.030-C AND ALL OTHER RELEVANT ORDINANCE
b�'�/ �� / l I / �' \ `\ '• '. SPACE AMENITY (SEE C1.6) REQUIREMENTS.
COLLECTOR RESIDENTIAL STREET LOT 37 LOT 2 w_
TYPICAL ROAD X-SECTION -� STORMWATER MANAGEMENT - IN ACCORDANCE WITH THE UNION COUNTY LAND USE ORDINANCE, 2 AND 25
/ / \ . i I�:- -1 ` s � o , YEAR DETENTION IS NOT REQUIRED DUE TO PROXIMITY TO FLOOD PLAIN.
(GRANDIOSE DRIVE FROM IDLEWILD RD TO GENTLE RAIN DR.) \ / r e \ �� 9
N.T.S. w� LOT 3
w �Q)q, � JURISDICTIONAL SURFACE WATERS - AN ON-SITE DETERMINATION AND DELINEATION FOR THE PRESENCE OF
PAVING X-SECTION FOR LOCAL & COLLECTOR ROADS \\ Ati / ,� / / '� LOB S I . \ \ ` °0,'0 rA JURISDICTIONAL SURFACE WATERS HAS BEEN PERFORMED AND WILL BE PROVIDED TO UNION COUNTY
��' ' - s / - �� ' ' J C'�9 d PUBLIC WORKS STORMWATER SECTION FOR REVIEW DURING THE CONSTRUCTION PERMITTING PHASE.
10" COMPACTED ABC STONE � / . / , i / �� -=�-.' \ s � � ( )
1.5" S9.5B (1ST LAYER) \ x ( /fi -� LOT 4 , '/ \ \` T�sr,
1.5" S9.5B (FINAL LAYER) PROP. STREET TREE ,5 ( , �'. .� �� , \ \ g UTILITIES - THE DEVELOPER INTENDS TO CONSTRUCT PUBLIC SANITARY SEWER AND PUBLIC WATER LINES
( �\ \ \'0y. SITE TEMP. BENCHMARK TO SERVE THE PROPOSED 108 SINGLE FAMILY RESIDENTIAL LOTS:
COMPACTED SUBGRADE 100% AASHTO T99 MAX. DRY MAX. BEHIND R/W 50' ,�� �y. �.\ LOT 35 / LOT 77 \O'• 4 REBAR W CAP
DENSITY) D.C. (MAX.) r r \y- 1 \ #
CIL /, �I \ LOT 5 , \ EII 671.57'
i \ `` N . N:500757.25 PHASE I: COMMENCEMENT OF CONSTRUCTION: JANUARY 2023
PROP. 4"THICK, 4' , e E:1509653.57
s WIDE CONIC. SIDEWALK 5' J ,' / II / \� N *SEWER TO TWELVE MILE CREEK VIA POPLIN PUMP STATION
�W So' WIDE ROAD ROW �w / uT 34 i LOT 76 \ In TYPE OF SEWER - DOMESTIC
o� o 0 0� ' / - -� LOT 6 \� a� NUMBER OF PHASE I LOTS: 108 LOTS
13' 13' aF / ,,�_, / / I' / � a / \\ \• 50' OF DEDICATION
5 �` \ '• `Pa' FROM CENTER LINE OF BASED ON REDUCTION OF 280 GPD HOUSE
a 5• B' 2' 20' EP-EP 2' 8' 5' a } �� �-� r / /' � �-.��� � \ �
o CONIC. PLANTING PLANTING CONIC. / �, , IDLEWILD ROAD ESTIMATED SEWER FLOW = 108 SINGLE FAMILY HOMES 0 280 GPD HOME = 30,240 GPD
a WALK STRIP a '� /' / —/ '/ / ' \` `S-'� PROP LOT 7 LOT 75 �• /
2'-0"VALLEY STRIP WALK S/\
GUTTER / / , / p
0eUC ER CAN / �q• 3/4" DOMESTIC METERS= 108 (SINGLE FAMILY HOMES)
LOT 33 r0 ae�eETREET so OF Wq�-' \ 3/4" IRRIGATION METER= 1 PER LOT = 108
3/8"/FT I '} ' ,' ' �t3?q° rQ Nca/w LOT 74 0 �� �. 1" IRRIGATION METER PROVIDED FOR COMMON OPEN SPACE ALONG IDLEWILD = 1 TOTAL
1/2 /FT 3/8 1/2 /FT / l ,' I�`_/ / / / \ LAND OF 50 EXIST. EDGE OF
\ ` PAVEMENT
VERA M. MCBRIDE � \ � �•••'•'•• (DOMESTIC) ESTIMATED WATER FLOW=400 GPD/CONNECTION (PER 18C)(108 CONNECTIONS)=43,200 GPD
LOCAL RESIDENTIAL STREET ./ i LOT 32 `� / PID #07057002 \ \o (IRRIGATION-LOTS) ESTIMATED WATER FLOW=200 GPD/METER (108 METERS) = 21,600 GPD
TYPICAL ROAD X-SECTION �,' / / LOT 8 LOT 73 DEED BK-135, PG-419 �� . �� IRRIGATION-COS ESTIMATED WATER FLOW=0.5 IN 3 DAYS PER WEEK FOR 6 MONTHS
°00000U0o0O0o0o (ALL ROADS EXCEPT GRANDIOSE DRIVE FROM KITTY HICKS & MANUEL J HICKS k i / V ` COS TO BE IRRIGATED = 1.00 ACRES
0 0 0 0 0 0 0 0 / � 3,667,845 SQ. F �'
O O O O O�O 0 o O , RID #07057005B i \ \ 0 9 =0.5 IN 12 * 3 DAYS * 26 WEEKS * 43,560 S.F. * 7.48 GAL C.F. 365 DAYS = 2,901 GPD
0 0 o G 0 o IDLEWILD RD TO GENTLE RAIN DR.) / 84.202 AC ti0 PROP. RIGHT TURN
�. �� O°O O O O �0 O O O DEED BK-249, PG-171 � / LOT 31 /
0 0 0 0�o O Oro 0
o 000 0 o O°� o o N.T.S. ZONING: R-20 '� -' - 1 \ LANE INTO DRIVEWAY-2 TOTAL ESTIMATED WATER DEMAND = 43,200 GPD + 21,600 GPD + 2,901 GPD = 67,701 GPD
0 o O o 0 0 00 0 \o 0 0 0 , LOT 42 i LOT 9 LOT 72 \ \ �\ *HYDRANTS WILL BE PROVIDED THROUGHOUT THE SITE - NO SPRINKLER SYSTEMS
000000000000-000 000� r l
0 o O0 o 0 0 0 0 0°\ o0 NOTE, CONSTRUCTION OF PROPOSED k ' r \ THERE WILL NOT BE A DEDICATED FIRE LINE FOR THE DEVELOPMENT
00o0o0v0°0 0o0 0 0°0A^° PUBLIC ROADWAYS SHALL BE IN FULL ' � � � � � \ ���• PROP. RIGHT IN/RIGHT
° ° ° ° ° ° °" ' ° ° ACCORDANCE WITH THE NCDOT STANDARD ONLY WITH CONCRETE NOTES FROM APPROVED SKETCH PLAN:
O O O O O O O ono O O
0 0 0 0 0 0 0 0 0 0`'0 0 0 0 0 0^ SPECIFICATIONS FOR ROADS AND UTILITIES. � �I '� LOT 30 I � \ � ��
00000000�O O 0 0 0 0 0 �- ,' LOT 10 a�ti/ LOT 71 �\ '. MEDIAN IN IDLEWILD
00000 0 0000v0000000c \ / 1 .1 . LOT 43 i 1 /� ma LOT 7 0 \o ROAD THE PRELIMINARY PLAN WILL FULLY COMPLY WITH ALL REQUIREMENTS OF THE UNION COUNTY DEVELOPMENT
0 0 o 0 0 0 % i 1 ! o' "� .G \° \ 1 ORDINANCE.
o b O O o o O o V -I A /a �o
o \o o \o 0 0 0 0 0 �� r ���� LOT 79 % _
000�o o�o�,00000000 \ a \ PLANNING NOTES:
00R �L 0000000� A r a. LOT 29 z o.tio . 2
\ 0�0 0"0 O O o0 \ / 1
0 0 0 0 0 � � � � o z. LOT 11 ✓ '� -y
0 b o 0 0 \ ' LOT 44 �o/ �oQ/� LOT 70 �o \
o o 0 0 1�' a
\ °off ° �°0°0° \ r �,/ lz�% a o LOT 80 �i �� t\ \ ITEMS NEEDED ON THE PRELIMINARY PLAN ARE ACKNOWLEDGED AND WILL BE INCLUDED ON THE PRELIMINARY
o° ° , OU0 "� r r r' mti�e Q v� \ PLAN SUBMITTAL. THOSE ITEMS INCLUDE: MAX. BUILDING COVERAGE, THE SMALLEST LOT NOTED, SHOWING
\ °ox�o o �o°o°c �\ / J/; I ( ���/� LOT 28 mm/ V, / SIDEWALKS, SHOWING STREET TREES, A REVISED ROAD X-SECTION, AN ILLUSTRATION/DETAIL OF THE MAIL
� ` `�` /Y KIOSK, A FLOODPLAIN DEVELOPMENT PERMIT FOR THE SEWER, UPDATED DEVELOPMENT DATA, UPDATED MIN.
00�0 0, 000 \ n o LOT 12 Q Q poi �� �'
\ 0oc Q�Oo00 !��� ,' I LOT 45 �o�� i
c�o�o�o c o PROP. STREAM ' .J mo/ / LOT 69 LOT 81 / 2 / \ LOT AREAS, AND UPDATED COMMON AREA CALCULATIONS.
o N o�'sTALuN'Gs�' -o
\ NORTH JOo o° p WITH 50' BUFFER Q Q / LOT 108 / \ �g
RID #07078011A o o y L PUBLIC WORKS NOTES:
\ 7 0 0° LOT 27 / / \ L
DEED eK-5334, PG-332 boo �, -o ay ADVISORY COMMENTS ACKNOWLEGED.
PLAT BK-J, PG-951 6� s. � i LOT 13 �A IN-C. �{
5 9. 8 A ON NG: -20 oQoti�. �� �� LOT 46 LOT 82 AID 7 \ 0
0 0 �' ' / / E� ek 7 PG-7 IT IS ACKNOWLEDGED THAT THE DEVELOPER IS RESPONSIBLE FOR COSTS ASSOCIATED WITH UTILITY
70 6' 754 �40� ���4` �Q o ��VO i�� %,' I LOT 26 LOT 68 P� O ,sPG-1s2� 00 MODELING.
A i i i LOT 107
T O 0 ZONI G: R- 0�
Z°o°o \ 96 �c �o� 5� �h �'� , \� LOT 14 / / STORM WATER NOTES:
Z°0°o �0o°�4 O s' �� 7� i LOT 47 LOT 83 i A
D°0°0°0 / \ 0� ' �e�=o• �O Q �`f' `f� PROP / 11 LOT 67 LOT 106 i \ ADVISORY COMMENTS ARE ACKNOWLEDGED AND WILL BE INCLUDED IN THE PRELIMINARY PLAN PHASE.
TO°0°0°0 �dy '` a"o 4� _ PaBL STNT R 0 57 94 CS v
ZO°0° y�o. -- Q ��' �D/BEET 47N p i DEED -s3 a, ,§-459 URBAN FORESTRY NOTES:
To° P 4 ' 2 I E - w-' 8:� ° 6�• o° �' cgTfD Sa' R \, LOT 15 / / PLAT K-6, PGA 2 TREE SAVE AREAS ARE IDENTIFIED ON THE PLANS WITH WITH HATCHING. TREES HAVE BEEN LOCATED BY
.:. �' ,ci i 1 ���o R/W i LOT 84 i � 1 i
Z O�`0 9 15 00 /E " - -� o 1 LOT 48 1 cq Nc0°r '\ LOT F H N
°BON �- - - - - o o LOT 2 \' 3��ti LOT 105 zoNIN >'n SURVEY. TREE SIZE, SPECIES, AND DRIP LINES, DRAWN AT 1' PER H1" OF DBH, ARE SHOWN LONATHE
g' GO o "Al 0 1 I 5 \_ LOT 66 o i
O N0" N0 / 9� �` -- ` ,00;Y �� ��9 -o \� l o i PLANS. P IS NOT INCLUDED AS A COMMON AREA
- ALL TREE SAVE AREAS LOCATED IN COS ARE RESTRICTED FROM DISTURBANCE AND MUST BE DELINEATED
©©.o �-� � ,'o®dyJ -� \ � � �\` ` I � � i
KY o° .o. � n b o -o LOT 85 a ON THE FINAL RECORDED PLAT AS "TO REMAIN UNDISTURBED IN PERPETUITY"
1. 695 °°0°0 - -� ��° �Q °� Q- I LOT 49 / m� LOT 104 ANY LOT WITH TREE SAVE BOUNDARIES SHALL BE REQUIRED TO BE RECORDED ON THE FINAL PLAT AND
E. w.. '. ��� / '\, \
V . 0°0°0°0° ,6 c a o s a ti�m�o PROP. 12'
E O o 0 0 0 �� �•, q'� o d• ;1g LOT 24 �\ w� Q PROTECTED WITH DEED RESTRICTIONS.
LOT 16 SET TREE SAVE AMENITY AND COMMON OPEN SPACE NOTES:
0 0 0 0 0 � ��a o 0 o i�
0 0 0 0 � � cry° \ � o�o ��" o c o � � � c, of
�� o ��O o o -L12- - o=� oo o- v o- o- © o� 1 / # Q AROUND SIDE
oSaO°� °o°o°o Q oo�v :'i° :©moo. \�� A� LOT 86 0m°7 PERIME x
0 000 0 0 0 `L11�-` o o .a / LOT 50 / / / \ P J o LOT 103 ' AMENITIES TO BE PROVIDED INCLUDE AN OPEN PLAY-FIELD, BENCHES, AND DOG WASTE STATION
0 0 0 0 0 �q o b. c"G'a Q .� WETLANDS ROp�\�� 2a •
/ � ��oO �a,dob"QpO o o / t �3 LOT 65o o � as7 o q , r - / LOT 23 �ti UBUC NT�E \� , x < AMENITIES AND COMMON OPEN SPACE WILL BE OWNED AND MAINTAINED BY THE HOA
o o c o q o o to LOT 17 <u a r E E N1�0101$U(�A
o B - 540 '3 ' AVM o 0 o C'�., �Q�o,��r� yr�r� �� �e DEaTR ET Rq� �.
�- �V °c orb ��'oawoo�®qa r z \jlC�r rso wR. a EXISTING WELL NOTES:
0 0 0 1 % lE o o o Z o o ED ° R/ x z
o 0 0� o a o o- o. o- ® o �m / �o cq� Nc0 LOT 102 0 \
o �.� O� q o, o 0 0 0 0. LOT 51 a, 1 )��or
0 0 0 0 0 o o% a «3 0" © a i
o 0 0 0 Zo d. © o o d I 1 z m \ /� \ EXISTING WELL IS LOCATED ON LOT 2.
o 0 0 0 , '. - S o' � LOT 22 1 m �Q LOT 64 DAMES A. MAR IN
o00 o 0 O0 C I O Cc, I ��c � RID #0705709
ug ���- Q" LOT 18 c� 1 .,
0000000000 -• - ° d c I DEED BK-7050, PG\197 ANY WELLS AND/OR ON-SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THE SITE DEVELOPMENT
0 0 0 0 0 ,• -- o t5� �S �T �, o� LOT 87 PLAT BK-6, PG-1s
�00000oox�ovoo ���* [ o- I Q LOT 101 cn PROCESS WILL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA LAWS AND RULES.
h ,o 0 0 0 �r ova© I�r� I I r I �m m I �`� LOT 52
O C�'0 000 0 `• 3 0 0- E o- r • © Cm o / k ONING R-20
0 0 -.- � .© �. o o rNl I Q ��� `�
o c o o°o 0 0 -Qr L d © JO LOT 52 a LOT 63 t' a / GS 47-30 NOTE:
0 0 0�o o �. --1". ." Q ® b. LOT 21
o 0 0 0 0 Q �.� to S Z/ I LOT 19 / _ " /
0 0 0 0�o 0 0 o ^ p n rr LOT 88 ° MARTINEz EAMIL �L`c/
o O o 0 0 0 0 0 Ste- N�- o I 1 % LOT 100 THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS
0°O°0°0°O°o°0°ov - -�- �' e4,p PROP. % RID #07057089 J
/ I o°o°o°o°o°o°o°o o - '- o �'g0 ' I / / x DEED 6K-5723, PG56 AN ORDINANCE THAT REGULATES PARCELS OF LAND.
WETPOND
/ �OnO-O-O­0-00000 0v - " y �� 00 I / PLAT BK-6, PG-1 2
0 0 0 °;a4� •fir 10 BMP #1 LOT 53 o�" �� LOT 01
o O O o 4 0, LOT 20 LOT 62 / / /
o o •�S - .' o I LOT 89 1 �zoNING: R- o
0 0�'0 0 °+� -� b ♦ �� Y
O J O O \ -`,/-,' - , 1 LOT 99 O PA A KENNMOR�L�s RALP T. KENNMORE
CIVIL PLANS SHEET LEGEND: 4 0 0 0 � o I \� / i y "
0 0�o o ,�b a RID #070s
0 0 0 0 a. o I I i.
C1.0 SITE EXHIBIT 0 �0 00 OOo�� \ LOT 54
C1.1 PROJECT NOTES '- 1� o i `\`��_._.� ' LOT 61 a DEED RK-4769, PG-303
o�GAN'MA sHALL S TT s� m I /.
C1.2-C1.6 SITE PLAN RID #07057002A ��' vd I A 0 PLAT BK-6, PC/
7 LOT 90 � LOT so/
TEED BK-435, Pc-726 Zj �o . LOT 98 x ZONING: R-20 1111111
C1.6 MAILBOX KIOSK-AMENITY SITE & ;DN NG: R-20 ��- - I 0 I \ LOT 55 \ o / ```�r,11 I// j' ````�r,1111111R '
° ° ° 0 O 0 s� `�- \ ,./ �. �* CARD �i �� CA i
LANDSCAPE PLAN o 0 0 0 0 0 ',• b o A__ KITH LEVERING & PAUL C-Li ON LEVERING ♦ \ ♦ ♦ �i
C1.7 SITE LANDSCAPING PLAN o 0 0 0�o 0 o b o LOT 60 / RID #07057087 �' i
�°o O 0 0 0 0 - -,-,- 1 � V O :•• FESS/ •• ti ••
0 0 0 o O 0 o O O Z - U o LOT 91 k DEED BK-222, PG-I?? �� O O �i �� :• •.
C2.0-2.3 IDLEWILD ROAD IMPROVEMENT PLAN o o O O O o O I / 1 �t �••� � .1 THE ISAACS t
C2.4 TRAFFIC CONTROL DETAILS O�o 0 o O o 0 0 0 A LOT 56 LOT 97 PLAT BK-6, PG-1[2 • Q 9 ; ,
_ o 0 0 o 0 0 0 o LOT 49 = = ? GROUP, P.C. i
0 0 0 0�o 0 0 0 '�.- 1n V � \ LOT 59
o 0 0 0 0 0 o LOT 57 \ Z�Kr w R-2�
C2.5-C2.14 IDLEWILD ROAD X-SECTIONS O 0 0 O O o � a \ LOT 58 i '` _ SEAL _ = ENGINEERING &
O O O O O O O�O I \ / NORMA C. L�� _ ; ; C7 ;
C2.15-C2.16 SIGHT DISTANCE �°o°o°o°o°o°o �° " 1 do i A �� 1 RID #p07057086 � - 026462 - -rn :LAND SURVEYING:
; Z=
C3.0 ROAD PLAN & PROFILES: GRANDIOSE DRIVE °o°o°o°o°o°o°o°0 1 0 x ED BK-JYJ, PG-?? %� •
0 o O o 0 0 0 0 1 I PROP. SAND LOT 96 LAT BK-6, PG-1s2� ® N0. C-1069
C3.1 ROAD PLAN & PROFILES: GRANDIOSE DRIVE o 0 0 0 0 0 0 0 \ o O i Z��
O o O 0 0�0 0 X- - 1 A FILTER LOT 48 /
C3.2 ROAD PLAN & PROFILES: GRANDIOSE DRIVE °o°0°0°000°0°0 �� 1 ° / OTHER FLO AREAS z Q; GINE��•�Q �� �i / ••..• :�'�,�
-- i v o \ \ BMP 2 o �a�Nc R-20 / i ,S ..... O ��� .,�,9� ••.....••••0 `�
0 0 0 0 0 0 o Z + " x -� Z /� 500 YR FLO D FRI # x
C3.3 ROAD PLAN & PROFILES: GRANDIOSE DRIVE o 0 0 0 0 0 1 ' ( \ / ♦/ ), B• r �♦ �I �F Av( �♦
O O O O O O O� 'V' O n \ DAME E. MCDANIEL & FA�'I-MCI L �V v / ` \�
C3.4 ROAD PLAN & PROFILES: STARDUST WAY ° ° ° ° ° 9 \ RID 070s70as /// ���� �,1 ���o°o 0 o c� �o- � � M i \ # � 111111111 /1111111111
C3.5 ROAD PLAN & PROFILES: STARDUST WAY �°o°o° o o C� �o ° V / LOT 95 x_ DEED BK PC / Know what's below.
000.o�� 00 �J _ 0000000 PLAT BK-6, PG-152
C3.6 ROAD PLAN & PROFILES: GENTLE RAIN DRIVE O°O, � e O o �A 0 0 0� i O A / �� LOT 47 /� CC��� before you dig. Digitally Slgll@d by
o 0 0 000 0 o O°o 0 0 0 i o
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PAActive Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.0,2/9/2024 11:50:56 AM,bcowan,1:1

GENERAL NOTES: GRADING NOTES: SITE PREPARATION: LANDSCAPING NOTES:
CLUSTER SUBDIVISIONS STANDARDS: THIS PROPOSED SINGLE FAMILY DEVELOPMENT SHALL BE DESIGNED AND 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. A BARRIER MUST BE ERECTED
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNER'S PRIOR TO CONSTRUCTION, THE PROPOSED CONSTRUCTION AREA SHOULD BE STRIPPED OF TOPSOIL, ORGANIC MATERIAL, EXISTING AROUND THE DRIPLINE OF ALL SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE DRIPLINE OF SUCH TREES IS PROHIBITED. THE
CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS THE UNION COUNTY LAND USE ORDINANCE A UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY UNDOCUMENTED FILL AND OTHER SOFT OR UNSUITABLE MATERIAL. UPON COMPLETION OF STRIPPING OPERATIONS, THE EXPOSED REQUIRED TREE BARRIER MUST BE SHOWN ON CONSTRUCTION PLANS. TREE BARRICADES MUST BE INSTALLED IN ACCORDANCE WITH THE PLAN BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS (IF
"CLUSTER DEVELOPMENT PER SECTION 5.030-C AND ALL OTHER RELEVANT ORDINANCE REQUIREMENTSS.. THE SIZE, LOCATION, INVERTS, DEPTHS, AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, SUBGRADE IN AREAS TO RECEIVE FILL SHOULD BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC-TIRED APPLICABLE).
STORMWATER MANAGEMENT - IN ACCORDANCE WITH THE UNION COUNTY LAND USE ORDINANCE, 2 AND 25 YEAR WATER,TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER Al THE VEHICLE HAVING A LOADED WEIGHT OF APPROXIMATELY 25 TONS. AFTER EXCAVATION, THE EXPOSED SUBGRADES IN CUT AREAS 2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE, CONSTRUCTION DEBRIS AND COMPACTED SOIL PRIOR TO PLANTING.
DETENTION IS NOT REQUIRED DUE TO PROXIMITY TO FLOOD PLAIN. APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE SHOULD BE SIMILARLY PROOFROLLED.
INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF 3. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
JURISDICTIONAL SURFACE WATERS - AN ON-SITE DETERMINATION AND DELINEATION FOR THE PRESENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES.
PROOFROLLING OPERATIONS SHOULD BE PERFORMED UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER OR HIS AUTHORIZED 4. ORDINANCE REQUIRED TREES MUST BE MAINTAINED IN TREE FORM & ALLOWED TO GROW TO THEIR NATURAL HEIGHT/FORM, (NO TOPPING OR ROUNDING OVER). ALL TREES SHALL BE SINGLE-STEMMED.
JURISDICTIONAL SURFACE WATERS HAS BEEN PERFORMED AND WILL BE PROVIDED TO UNION COUNTY PUBLIC 2. THE DESIGN ENGINEER SHALL BE NOTIFIED WHEN FIELD LOCATED INFORMATION CONFLICTS WITH THE REPRESENTATIVE. THE PROOFROLLING SHOULD CONSIST OF TWO (2) COMPLETE PASSES OF THE EXPOSED AREAS, WITH EACH PASS
WORKS (STORMWATER SECTION) FOR REVIEW DURING THE CONSTRUCTION PERMITTING PHASE. PROPOSED DESIGN. ANY NECESSITATING CHANGES, OR ADDITIONAL WORK SHALL BE APPROVED BY THE BEING IN A DIRECTION PERPENDICULAR TO THE PRECEDING ONE. ANY AREAS WHICH DEFLECT, RUT OR PUMP DURING THE 5. LARGE MATURING TREES MAY NOT BE PLANTED ADJACENT TO OVERHEAD DISTRIBUTION POWER LINES. IF TREES CONFLICT WITH POWER LINES, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
OWNER/ENGINEER PRIOR TO CONSTRUCTION. PROOFROLLING, AND FAIL TO BE REMEDIED WITH SUCCESSIVE PASSES, SHOULD BE UNDERCUT TO SUITABLE SOILS AND BACKFILLED 6. PROPOSED STREET TREES SHALL BE A MINIMUM 8' TALL AND 2-1/2" CALIPER (MEASURED 12" ABOVE GROUND) AT PLANTING.
ROADWAY NAMES - PROPOSED ROADWAY NAMES WILL REQUIRE WRITTEN APPROVAL FROM UNION COUNTY. WITH COMPACTED FILL.
3. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS 7. ALL SHRUBS TO BE A MINIMUM HEIGHT OF 24" WITH A MINIMUM SPREAD OF 24" AT PLANTING AND SHALL HAVE A MAXIMUM SPACING OF 5' ON CENTER.
UTILITIES - THE DEVELOPER INTENDS TO CONSTRUCT PUBLIC SANITARY SEWER AND PUBLIC WATER LINES TO WARRANT OFF-SITE GRADING, CONTRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER(S) BEFORE THE ABILITY TO DRY WET SOILS, AND THEREFORE THE ABILITY TO USE THEM FOR FILL, WILL LIKELY BE ENHANCED IF EARTHWORK IS 8. ALL REQUIRED LANDSCAPING SHALL BE IN ACCORDANCE WITH UNION COUNTY LAND DEVELOPMENT ORDINANCE.
SERVE THE PROPOSED 108 SINGLE FAMILY RESIDENTIAL LOTS: PROCEEDING. PERFORMED DURING SUMMER OR EARLY FALL. IF EARTHWORK IS PERFORMED DURING WINTER OR AFTER APPRECIABLE RAINFALL THEN
LAND DEVELOPMENT NOTES: 4. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN COUNTY RIGHT-OF-WAY AND NCDOT SUBGRADES MAY BE UNSTABLE DUE TO WET SOIL CONDITIONS, WHICH COULD INCREASE THE AMOUNT OF UNDERCUTTING REQUIRED. 9• FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED
RIGHT-OF-WAY SHALL CONFORM TO THEIR RESPECTIVE STANDARD SPECIFICATIONS.
DRYING OF WET SOILS, IF ENCOUNTERED, MAY BE ACCOMPLISHED BY SPREADING AND DISCING OR BY OTHER MECHANICAL OR MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY.
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. CHEMICAL MEANS.
2. ALL ROAD IMPROVEMENTS AT IDLEWILD ROAD ARE TO BE COORDINATED WITH NCDOT AND UNION COUNTY PRIOR 5. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY LOCAL AUTHORITIES. STREET TREE NOTES:
TO CONSTRUCTION. IF EXCAVATIONS IN PORTIONS OF THE SITE ENCOUNTER VERY DENSE SOILS, PARTIALLY WEATHERED ROCK, OR BORINGS Al
3. DEVELOPER WILL PROVIDE STREET SIGNS PER UNION COUNTY STANDARD. 6. TOP SOIL TO BE STRIPPED AND COMPACTED IN AREA DESIGNATED BY ENGINEER. ANY UNSUITABLE ADDITIONAL TESTING SHOULD UNDER OWNER'S APPROVAL BE PERFORMED TO FURTHER IDENTIFY DEPTH TO PARTIALLY WEATHERED STREET TREES SHALL MEET THE FOLLOWING STANDARDS:
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. MATERIALS ON SITE ARE TO BE QUALIFIED BY A GEO-TECHNICAL ENGINEER PRIOR TO REMOVING. ROCK AND ROCK.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE Al APPLICATION OF A TACK COAT MAY CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS A. QUANTITY. TREES SHALL BE PROVIDED AT THE EQUIVALENT OF NOT MORE THAN FIFTY (50) FEET APART ALONG ALL FRONTAGES OF ALL LOTS. IN THE CASE OF A CORNER
UNCOVERED. LOT, ONE (1) TREE SHALL BE PROVIDED FOR THE FIRST ONE HUNDRED (100) FEET OF THE LONGEST FRONTAGE, THEN ONE (1) TREE PER FIFTY (50) FEET THEREAFTER. IN
BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND EXISTING ISOLATED BOULDERS IN THE SOIL MATRIX OR ERRATIC ROCK CONDITIONS CAN SOMETIMES REMAIN UNDETECTED DURING
BASED ON FIELD CONDITIONS. FIELD EXPLORATION. IT IS RECOMMENDED THAT EQUIPMENT CAPABLE OF HEAVY EXCAVATION BE USED DURING GRADING ACTIVITIES. THE EVENT OF A FRACTION OF A TREE REQUIRED, THE HIGHER NUMBER SHALL BE USED. EXISTING TREES THAT ARE TO BE PRESERVED MAY BE USED TO SATISFY THE
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS 7. CONTRACTOR TO COORDINATE WITH GEO-TECHNICAL ENGINEER ANY SUBSURFACE DRAINAGE SYSTEMS TO BE STORM WATER PIPING PLANS SHOULD TAKE INTO ACCOUNT THE EXISTENCE OF DENSE MATERIALS AND ROCK PRIOR TO
INSTALLED. CONSTRUCTION. REQUIREMENTS OF THIS PROVISION.
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
7. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. 8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR EROSION B. LOCATION AND SPACING. STREET TREES MUST BE SPACED LINEARLY OUTSIDE THE PUBLIC ROAD RIGHT-OF-WAY, WITHIN A FIVE FEET AREA, PROVIDED THEY ARE WITHIN THE
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY CONTROL ORDINANCE AND IS SUBJECT TO A FINE. PARTIALLY WEATHERED ROCK CAN SOMETIMES BE EXCAVATED WITHOUT BLASTING. IN MASS EXCAVATION FOR GENERAL SITE WORK, VIEW OF THE PUBLIC.
THE INSPECTOR. DENSE SOILS AND PARTIALLY WEATHERED ROCK CAN USUALLY BE REMOVED BY RIPPING WITH A SINGLE-TOOTH RIPPER ATTACHED TO
9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY 9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF A LARGE CRAWLER TRACTOR OR BY BREAKING IT OUT WITH A LARGE FRONT-END LOADER. SUBSURFACE MATERIALS WITH A C. SIZE. STREET TREES SHALL BE NUTTAL OAKS HAVING A MINIMUM TWO AND ONE-HALF INCH (2-1/2") CALIPER, AS MEASURED TWELVE (12) INCHES ABOVE THE ESTABLISHED
STRUCTURES Al OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. UNION COUNTY WILL BE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. STANDARD PENETRATION RESISTANCE VALUE OF 50/6, 50/5, AND 50/4 INCHES OF PENETRATION CAN LIKELY BE LOOSENED AND GROUND LEVEL AND 8' MINIMUM HEIGHT AT PLANTING.
RESPONSIBLE FOR STORM DRAINAGE EASEMENTS WHICH PROVIDE STORM WATER CONVEYANCE FROM THE PUBLIC RIPPED AS NOTED ABOVE.
RIGHT-OF-WAY. 10. THE OWNER SHALL ARRANGE FOR AN INDEPENDENT GEO-TECHNICAL ENGINEER TO PROVIDE INSPECTION D. STREET TREE SUBSTITUTION SHALL ONLY BE ALLOWED BY APPROVAL FROM THE UNION COUNTY URBAN FORESTER.
10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC SERVICES TO MONITOR COMPACTION OF FILL PLACED ON SITE. IN CONFINED EXCAVATIONS SUCH AS FOUNDATIONS, UTILITY TRENCHES, ELEVATOR PITS, ETC., REMOVAL OF PARTIALLY WEATHERED
STREET RIGHT-OF-WAY MUST *FIRST BE APPROVED BY PUBLIC WORKS REPRESENTATIVE FROM THE COUNTY ROCK MAY REQUIRE USE OF HEAVY DUTY BACKHOES (SUCH AS A JOHN DEER 120C OR EQUIVALENT EXCAVATOR EQUIPPED WITH E. ORNAMENTAL AND UNDERSTORY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A 2-INCH MINIMUM CALIPER SIZE AND
PRIOR TO GETTING PLAN APPROVAL AND MUST BE APPROVED BY THE COUNTY'S INSPECTOR PRIOR TO ANY 11. THE BMP'S ARE TO BE BUILT AFTER 99% OF THE PROJECT IS STABILIZED. ROCK TEETH), PNEUMATIC SPADES, OR LIGHT BLASTING. THE EASE OF EXCAVATION DEPENDS ON THE QUALITY OF GRADING A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING, (IF APPLICABLE).
EQUIPMENT, SKILL OF THE EQUIPMENT OPERATORS AND GEOLOGIC STRUCTURE OF THE MATERIAL ITSELF, SUCH AS THE DIRECTION OF
BACKFILL BEING PLACED. 12. BORROW MATERIAL SHALL BE CLASSIFIED AS MIL, MH SC SM CL OR CH SOILS ACCORDING TO THE UNIFIED BEDDING, PLANES OF WEAKNESS AND SPACING BETWEEN DISCONTINUITIES. THEREFORE, A CONSERVATIVE APPROACH CONCERNING F. CONIFERS OR EVERGREEN TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A MINIMUM HEIGHT OF 6 FEET AT THE TIME
11. BACKFILL MATERIAL MUST BE APPROVED BY THE COUNTY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS, BUDGET ESTIMATES FOR UTILITY AND STORM WATER POND EXCAVATIONS IS RECOMMENDED. SUBSURFACE MATERIAL THAT EXHIBITED A OF PLANTING, (IF APPLICABLE).
WITHIN THE PUBLIC STREET RIGHT-OF-WAY.*IF PUBLIC WORKS AGREE TO HAVE THE PIPE INSTALLED THERE STANDARD PENETRATION RESISTANCE VALUE OF 50/3, 50/2, AND 50/1 INCHES OF PENETRATION OR LESS WILL LIKELY REQUIRE
SHALL BE AN APPROVED BEDDING DETAIL AND A THIRD PARTY INSPECTOR SHALL VERIFY COMPACTION AND 13. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (ILL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (PI) BLASTING FOR REMOVAL. G. CANOPY TREE SPECIES PLANTED TO SATISFY THE TREE PLANTING REQUIREMENTS OF THIS ARTICLE MUST HAVE A 2.5-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF
SUPPLY WRITTEN EVIDENCE OF COMPACTION RESULTS. BETWEEN 15 AND 30 (ASTM D4318). 8 FEET AT THE TIME OF PLANTING, (IF APPLICABLE).
12. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE RIP ROCK: ANY MATERIAL THAT CANNOT BE REMOVED BY SCRAPERS, LOADERS, PANS, DOZERS, OR GRADERS; AND REQUIRES THE
AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND 14. MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, ROCKS LARGER THAN 3 USE OF A SINGLE-TOOTH RIPPER MOUNTED ON A CRAWLER TRACTOR HAVING A MINIMUM DRAW BAR PULL RATED AT NOT LESS STORM DRAINAGE MATERIAL SPECIFICATIONS:
OTHER ACCUMULATIONS. THAN 56,000 POUNDS.
13. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE I INCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER.
ORDINANCE IN THE GOVERNING JURISDICTION. THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.DISCS TO PROVIDE A HOMOGENEOUS SOIL BLAST ROCK: ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE-TOOTH RIPPER MOUNTED ON A CRAWLER TRACTOR 1. STORM DRAIN PIPE SHALL BE HDPE (POLYETHYLENE) OR PP (POLYPROPYLENE) PIPE UNLESS OTHERWISE NOTED. SEE ADDITIONAL FLEXIBLE PIPE NOTES BELOW.
14. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE 15. ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS Al HAVING A MINIMUM DRAW BAR PULL RATED AT NOT LESS THAN 56,000 POUNDS CATERPILLAR 0-8 OR EQUIVALENT) OR BY A
PROVIDED. CATERPILLAR 977 FRONT-END LOADER OR EQUIVALENT; AND OCCUPYING AN ORIGINAL VOLUME OF AT LEAST ONE (1) CUBIC YARD. 2. REINFORCED CONCRETE PIPE (RCP) MAY BE SUBSTITUTED FOR FLEXIBLE PIPE.
15. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A 16. STEP 1: SUBGRADE PREPARATION 3. HDPE STORM DRAINAGE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE NCDOT INSPECTOR PRIOR TO ANY BACKFILL BEING
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE (COUNTY/NORTH CAROLINA DEPARTMENT OF BLAST ROCK: ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A BACKHOE HAVING A BUCKET CURLING FORCE RATED AT NOT PLACED.
TRANSPORTATION) BEFORE INSTALLATION. -COMPACT SUB-GRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS. LESS THAN 25,700 POUNDS (CATERPILLAR MODEL 225 OR EQUIVALENT), AND OCCUPYING AN ORIGINAL VOLUME OF AT LEAST
16. THE DEVELOPER SHALL CONTACT THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION TO IDENTIFY ANY ONE-HALF (1/2) CUBIC YARD. 4. BEDDING AND BACKFILL FOR STORM DRAIN PIPE SHALL BE IN STRICT ACCORDANCE WIT MANUFACTURER'S AND NCDOT STANDARDS AND SPECIFICATIONS.
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED -CUT OUT SOFT AREAS OF SUB-GRADE NOT CAPABLE OF COMPACTION IN PLACE.
RELOCATION COST Al ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. BLASTING SHOULD ONLY BE CONDUCTED WHERE RIPPING CANNOT EXCAVATE MATERIALS. WE RECOMMEND THAT EXCAVATABLE SOILS 5. STORM DRAIN STRUCTURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. SEE DETAILS SHEET C7.0.
17. WATER AND SEWER SERVICE WILL BE PROVIDED TO EACH LOT BY PUBLIC MAINS OWNED AND MAINTAINED BY -SCARIFY SUB-GRADE SURFACE TO DEPTH OF 6 INCHES. BE REMOVED FIRST WITH CONVENTIONAL GRADING EQUIPMENT (SCRAPERS AND LOADERS). WE DO NOT RECOMMEND LEAVING SOIL
UNION COUNTY PUBLIC WORKS. OVERBURDEN IN PLACE DURING BLASTING BECAUSE DETERMINATION OF BLAST ROCK QUANTITIES BECOMES VERY DIFFICULT AND 6. ALL FLEXIBLE STORM DRAIN PIPES SHALL BE INSTALLED WITH MINIMUM COVER PER MANUFACTURE RECOMMENDATIONS.
-PROOF ROLL SUB-GRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR 18. THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED THIS PLAN SHALL COMPLY COSTS ARE GENERALLY GREATER. IN ADDITION, RESIDUAL SOIL OVERBURDEN WILL INCREASE THE CONFINING PRESSURE OF THE ROCK
GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. AND REDUCE THE EFFECTIVENESS OF BLAST CHARGES. LOOSE FILL OR BLASTING MATS CAN BE PLACED OVER THE BLAST AREA TO 7. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS TO OWNER AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION Al PURCHASING MATERIALS.
WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE IN EFFECT AT TIME OF REVIEW CONTROL FLY-ROCK. REMOVAL OF ROCK BY BLASTING IS VERY EXPENSIVE. HENCE, CONTROL OF QUANTITIES IS IMPORTANT. WE 8. DOUBLE CATCH BASINS SHALL BE SINGLE STRUCTURE NCDOT STE. 840.46 WITH MIN. INSIDE DIMENSION OF 4'X7'
AND APPROVAL. 18. STEP 2: BMP SEEPAGE KEY PLACEMENT RECOMMEND A GEOTECHNICAL ENGINEER BE RETAINED TO PROVIDE ASSISTANCE FOR DETERMINING OR QUALIFYING THE BLAST ROCK
19. WRITTEN APPROVAL IS REQUIRED FOR ANY OFF-SITE CONSTRUCTION OR GRADING FROM THE PROPERTY OWNER QUANTITIES.
OF THE LAND WHERE THE OFF-SITE DEVELOPMENT WILL OCCUR. -SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS. ADDITIONAL FLEXIBLE STORM PIPE NOTES
20. WRITTEN APPROVAL IS REQUIRED FOR CONSTRUCTION OR GRADING WITHIN UTILITY EASEMENTS OR • NO PLASTIC FLARED END SECTIONS (FES) CONCRETE FES ONLY.
RIGHT-OF-WAYS FROM THE OWNER OF THE EASEMENT. -SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH GEO-TECHNICAL EROSION CONTROL NOTES: 000NNECTIONS BETWEEN ALL FLEXIBLE PIPE AND PRECAST CONC. STORM DRAIN STRUCTURES SHALL BE MADE WITH A NON-SHRINK GROUT. SEE ADS DETAILS ON SHEET C7.0.
21. THE PURPOSE OF THE STORM DRAIN EASEMENT (SIDE) IS TO PROVIDE STORMWATER CONVEYANCE. BUILDINGS SEEPAGE ANALYSIS. A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE TRENCH SIDEWALLS • AS-BUILTS WILL INDICATE PIPE MATERIALS.
ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS (FILL, PIPE, ETC.) WHICH IMPEDE SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN THE SIDEWALL SOILS 0 PIPES SHALL COMPLY WITH ALL MANUFACTURERS SPECIFICATIONS (INCLUDING INSTALLATION AND FILL HEIGHT), ASTM, AASHTO, AND NCDOT PIPE SELECTION, AND NCDOT METHOD
STORMWATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. AND SEEPAGE KEY FILL. 1. ALL "BMP'S" REFER TO THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES OF PIPE INSTALLATION (300.01). SEE DETAIL SHEET C7.6 FOR FLEXIBLE PIPE METHOD INSTALLATION DETAILS.
22. THE PROPERTY OWNER(S) ARE RESPONSIBLE FOR THE MAINTENANCE OF THE STORM DRAIN EASEMENT AND THE 19. STEP 3: EMBANKMENT FILL PLACEMENT MANUAL (REVISED 12/5/12). A GEOTECH MUST TEST/INSTALL ALL BEDDING AND BACKFILL/SELECT MATERIAL AND PREPARE REPORTS. INSPECTION REPORTS WILL BE REQUIRED AT AS-BUILTS.
SYSTEM (PIPE Al CHANNEL) WITHIN THE EASEMENT. 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. • GEOTECH MUST INCLUDE IN REPORTS IF GROUNDWATER SEEPAGE IS ENCOUNTERED IN BOTTOM OF TRENCH EXCAVATIONS.
23. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS -EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL):1(VERTICAL) OR AS SHOWN ON THE POLYPROPYLENE (PP) PIPE MUST BE USED UNDERNEATH PUBLIC ROADWAY STRUCTURE, INCLUDING CROSSINGS AND UNDERNEATH CURB (RUNNING PARALLEL WITH ROADWAY).
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER'S), AND DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH GEO-TECHNICAL 3. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID HIGH DENSITY POLYETHYLENE (HDPE) PIPE MAY BE USED IN PRIVATE ROADWAYS (ALLEYS) AND OUTSIDE THE PUBLIC ROADWAY STRUTURE.
PROVIDED TO COUNTY PRIOR TO OFF-SITE LAND DISTURBANCE. WASTE MANAGEMENT. ALL HDPE AND PP PIPE JOINTS SHALL BE WATERTIGHT. WRAPPING OF ADS SOIL TIGHT JOINTS IS REQUIRED TO ACHIEVE WATERTIGHT JOINT.
ANALYSIS MAY BE REQUIRED FOR SLOPES STEEPER THAN 3(HORIZONTAL):1(VERTICAL).
24. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE 0ALL HDPE AND PP PIPE MUST BE STAMPED. ANY UNSTAMPED PIPE WILL NOT BE ALLOWED. STAMPS LOCATED NEAR PIPE ENDS.
FURNISHED TO UNION COUNTY PUBLIC WORKS/STORMWATER SECTION FOR APPROVAL. -FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE COMPACTED 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR AND IS SUBJECT TO A FINE. • CONTRACTOR SHALL PROTECT HDPE AND PP PIPE DURING CONSTRUCTION TO PREVENT DAMAGE OR DEFLECTION. DAMAGED PIPE OR DEFLECTED PIPE NOT PASSING DEFLECTION
25. -PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY, OR TEST WILL BE REMOVED AND REPLACED.
FURNISHED TO UNION COUNTY PUBLIC WORKS/STORMWATER SECTION FOR APPROVAL. AS SPECIFIED ON THE DRAWINGS. 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE EROSION DAMAGED PIPE, INCLUDING BUT NOT SQUISHED, CRACKED, DISCOLORED, ETC., WILL BE REFUSED AND NOT USED ON THE SITE.
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 0 PIPE SEGMENTS (A SINGLE CONTIGUOUS RUN B/T TWO STRUCTURES) SHALL BE OF THE SAME MANUFACTURER AND MATERIAL.
GENERAL NOTES: -COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE 6. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION
OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID EROSION CONTROL CONSTRUCTION SEQUENCE:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE THE APPROVED BY ENGINEER. WASTE MANAGEMENT.
ISAACS GROUP. -FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. 7• ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDENR. 1. OBTAIN PLAN APPROVAL FROM THE N.C. DEPT. OF ENVIRONMENTAL QUALITY (MOORESVILLE REGIONAL OFFICE), CERTIFICATE OF COVERAGE APPROVAL FROM NCDEMLR (RALEIGH OFFICE) AND
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT EXISTING SLOPES GREATER THAN 4(HORIZONTAl 1(VERTICAL) SHALL BE BENCHED TO PROMOTE BONDING OF APPROVALS FROM NCDOT AND UNION COUNTY.
SHOWN ON THIS PLAN; THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM OF 2 FEET g• ANY LAND-DISTURBING ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT TO
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON 2. FLAG THE LIMITS OF CLEARING.
CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO DRAWINGS. DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO.NCGO10000). ANY
THE ENGINEER IMMEDIATELY. PERMIT NON-COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH 3. HOLD PRE-CONSTRUCTION CONFERENCE WITH THE N.C. DEPTH OF ENVIRONMENTAL QUALITY Al UNION COUNTY TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH
3. PROVIDE MINIMUM OF 48 HOURS NOTICE TO OWNER OR REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY -WITHIN THE UPPER 12 INCHES OF THE EMBANKMENT, FILL SOILS SHOULD BE COMPACTED TO 100% OF ITS CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE CONFERENCE 48 HOURS PRIOR TO LAND DISTURBING ACTIVITY IS A VIOLATION AND SUBJECT TO A FINE.
EXISTING UTILITY, IF BEING UTILIZED. STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. REGIONAL OFFICE WATER QUALITY STAFF AT [phone]. PROCEED WITH EROSION CONTROL PHASE 1.
4. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL UNDERGROUND AND OVERHEAD
UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AlREPLACEMENT OF ANY UTILITIES DAMAGED -FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. 9. TOTAL DISTURBED AREA = 56.50 AC. a. INSTALL SITE FENCE, INLET PROTECTION, SEDIMENT BASINS, DIVERSION DITCHES, TREE PROTECTION AND OTHER MEASURES CLEARING OR DEMOLISHING ONLY AS NECESSARY TO INSTALL
/ THESE DEVICES.
DURING CONSTRUCTION. b. INSTALL SEDIMENT BASINS TO THE LINES AND GRADES SHOWN ON PLANS, CLEARING OR DEMOLISHING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS HAVE -PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN 10. SEED AND STABILIZE BASINS IMMEDIATELY AFTER IT HAS BEEN CONSTRUCTED. c. SEDIMENT BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT PLACE. d. INSTALL DIVERSION DITCHES AROUND SITE TO DIRECT RUNOFF TO SEDIMENT BASINS.
LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION, SPECIAL USE, SEWER 11. CONTRACTOR TO USE CB INSERT, STONE INLET PROTECTION OR BOTH DEPENDING ON PHASE OF CONSTRUCTION. e. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
AND WATER. -PLACE A MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE f. INSTALL STORM RUN 8 (SEE PROFILE C5.6) TO BYPASS CLEAN OFFSITE WATER. SEE SHEET C6.12 FOR DETAILED SEQUENCE OF CULVERT INSTALLATION IN THE DRY WITH PUMP AROUND
6. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL A.D.A. CODES. GROWTH. 12. LANDOWNER, FINANCIALLY RESPONSIBLE PARTY OR AGENT SHALL PERFORM INSPECTIONS, AND KEEP RECORDS OF SAID MEASURES.
7. ALL DRIVEWAYS SHALL BE BUILT IN ACCORDANCE WITH THE UNION COUNTY LAND DEVELOPMENT STANDARDS 20. STEP 4: OUTLET PIPE FILL PLACEMENT INSPECTIONS ON SITE, AS REQUIRED BY NORTH CAROLINA GENERAL STATUE 15A NCAC 04B .0131. THE INSPECTIONS SHALL BE 4. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
AND NCDOT STANDARDS. PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
8. ALL DESIGN, CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL CONFORM TO UNION COUNTY, NCDOT AND -FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 61NCH THICK LOOSE LIFTS AROUND THE A.) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. PROCEED WITH EROSION CONTROL PHASE 2
UNION COUNTY PUBLIC WORKS SPECIFICATIONS. B.) CLEARING AND GRUBBING OF EXISTING GROUND COVER.
DROP INLETS AND UP TO 2 FEET ABOVE THE CULVERTS.9. ANY SPRINGS DISCOVERED DURING CONSTRUCTION OF THE IMPROVEMENTS MUST BE ACCOMMODATED BY THE C.) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF TEMP. OR PERM. GROUND f. MASS GRADE TO FINAL PROPOSED GRADE SHOWN ON THESE PLANS.
g• UTILIZE STRUCTURAL BORROW AREA AND UNSUITABLE DISPOSAL / TEMPORARY BERM AREA SHOWN ON THESE PLANS AS NECESSARY.
EXTENSION OF THE STORM DRAINAGE SYSTEM TO PREVENT WATERS FROM FLOWING OVER PUBLIC SIDEWALK, -COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS. COVER.
CURBS AND PAVEMENTS. THESE DRAIN EXTENSIONS SHALL BE DESIGNED BY AN ENGINEER AND INCLUDED ON D.) COMPLETION OF STORM DRAINAGE FACILITIES-SEDIMENT TRAPS/BASINS. h. ADJUST DIVERSION DITCHES DAILY TO MAINTAIN DRAINAGE AT ALL TIMES TO SEDIMENT BASINS. ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGH CONSTRUCTION TO
THE RECORD DRAWINGS. -COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. DIRECT RUNOFF TO SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INLCUDES RELOCATING, RE-GRADING, AND STABILIZING AS SITE
10. ALL STREET NAMES AND SUBDIVISION NAME HAVE BEEN APPROVED BY UNION COUNTY GIS FOR PLAT DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ) GRADING CONTINUES.
RECORDATION AND CONSTRUCTION APPROVAL. ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE APPROVED BY ENGINEER. F.) INSTALLATION OF STORMWATER RETENTION MEASURES.
11. PROPERTY USE TO BE SINGLE FAMILY RESIDENTIAL. G.) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. i. MAINTAIN SEDIMENT BASINS WHILE SITE IS BROUGHT FINAL GRADE.
j. INSTALL STORM DRAINAGE STRUCTURES AND PIPES AS
SITE IS BROUGHT TO FINAL GRADE
12. ALL COMMON AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. THE COVENANTS & -ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE j.a. AT SEDIMENT BASIN #3, DO NOT INSTALL STORM PIPES FROM CB 4A TO CB 3M WHILE SEDIMENT BASIN REMAINS IN PHASE 2
BYLAWS WILL BE SUBMITTED TO UNION COUNTY FOR REVIEW AND APPROVAL PRIOR TO RECORDATION. EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. 13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE NCDEQ LAND k. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
13. SIGHT TRIANGLE AT INTERSECTIONS OF ROADS WILL BE MAINTAINED FREE OF ANY MATERIAL INTERFERING WITH QUALITY SECTION.
SIGHT. 21. STEP 5: FIELD QUALITY CONTROL PROCEED WITH EROSION CONTROL PHASE 3
14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
14. MAXIMUM POSTED SPEED LIMIT FOR ALL ROADWAYS INSIDE THE DEVELOPMENT IS 25 MPH. I. AFTER MASS GRADING IS COMPLETE, FINE GRADE AND STABILIZE UPON COMPLETION
15. PROPOSED CELLULOSIC BURIAL SITES SHALL BE LOCATED ON THE FINAL PLAT. -LABORATORY TESTING m. INSTALL CURB AND GUTTER
16. UPON FINAL APPROVAL OF THE PLANS BY UNION COUNTY, A UNION COUNTY PUBLIC WORKS 0PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216, AND DRAINAGE NOTES: n. INSTALL WATER MAINS
ASTM D4318. o. UPON STABILIZATION OF CONTRIBUTING AREAS TO TEMPORARY SEDIMENT BASINS 3, 4 AND 5, CONTACT NCDEQ INSPECTOR FOR APPROVAL TO REMOVE SAID SEDIMENT BASINS.
PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION. TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED, WHEN p. REMOVE BASINS FOLLOWING NCDEQ APPROVAL AND INSTALL STORM LEFT OUT OF SEDIMENT BASIN #3.
17. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR Al REPLACEMENT OF ANY UTILITIES DAMAGED DURING MATERIALS USING FOR EMBANKMENT FILL CHANGE, Al AS DIRECTED BY THE ENGINEER. 1. REVERSE CURB AND GUTTER TO BE USED IN AREAS NOT CHANNELING STORM WATER RUNOFF.
CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES SAMPLE SIZE SHALL BE 50-LB. 2. THE PROPOSED CONTOURS WITHIN PAVED AREAS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR IS RESPONSIBLE 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.ADDITIONAL EXPENSE TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES PRESENTLY NOT FOR GRADING UNIFORMLY BETWEEN SPOT ELEVATIONS. 6. ALL INLET PROTECTION DEVICES SHALL BE MAINTAINED UNTIL COMPLETION OF ALL DROP INLET STRUCTURES. THESE DEVICES SHALL REMAIN IN PLACE UNTIL ALL PROPOSED STORM PIPES ARE
IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE COURSE OF CONSTRUCTION MAY BE REMOVED AND
LEGALLY DISPOSED IF DAMAGED DURING CONSTRUCTION. PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D2937 3. CONTRACTOR TO GRADE ALL AREAS WITHIN PROJECT TO DRAIN STORM WATER. CARE SHALL BE TAKEN TO
AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. ENSURE THAT ALL AREAS WITHIN PAVED AND LANDSCAPED ISLANDS SHALL NOT HOLD WATER UPON PROJECT COMPLETION. 7. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF SEDIMENT BASIN DURING INSTALLATION OF ALL PROPOSED STORM AND SEWER LINES.
18. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 0 FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
19. PUBLIC ROADWAY CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE MOST CURRENT EDITION OF THE EMBANKMENT FILL: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ. FT. 4. MIN. SLOPE ON ALL ASPHALT TO BE 1.5%. 8. STABILIZE SITE PER THE SEEDING SCHEDULE UPON COMPLETION OF GRADING.
NCDOT STANDARDS AND PROCEDURES MANUAL. 0 PIPE INSTALLATION: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE. 5. MIN. SLOPE ON CURB AND GUTTER CARRYING STORM WATER TO BE 0.5%. 9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
COMPACTION NOTE: -WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND 10. AFTER SITE IS STABILIZED WITH VEGETATION, REMOVE ALL EROSION CONTROL DEVICES AFTER APPROVAL HAS BEEN GRANTED BY A REPRESENTATIVE OF THE LAND QUALITY SECTION OF
RETEST. 6. MIN. SLOPE ON REVERSE CURB AND GUTTER TO BE 0.0%. NCDEQ. ALLOW NATURAL SHEET FLOW PER THE ORIGINAL TOPOGRAPHY. IMMEDIATELY SEED ALL AREAS DISTURBED WITH PERMANENT VEGETATION FOLLOWING THE REMOVAL OF TEMPORARY
(THE FOLLOWING COMPACTION SHALL BE PROVIDED FOR BOTH STATE AND COUNTY MAINTAINED ROADS.) SEDIMENTATION AND EROSION CONTROL MEASURES.
1. COMPACT ALL MATERIAL TO A DEPTH OF 8 INCHES BELOW THE FINISHED SURFACE OF THE SUBGRADE TO A DENSITY EQUAL TO 22. EMBANKMENT SPECIFICATIONS MAY BE MODIFIED BASED ON SITE-SPECIFIC GEO-TECHNICAL INVESTIGATION 7. ALL STORM PIPE TO BE PP OR HDPE PIPE UNLESS OTHERWISE SPECIFIED AND STAMPED BY NCDOT. USE OF HDPE PIPE WILL
REQUIRE APPROVAL BY NCDOT PRIOR TO INSTALLATION. 11. PROPOSED SEDIMENT BASIN TO REMAIN ACTIVE UNTIL 95% OF LOT GRADING IS COMPLETED DURING HOME CONSTRUCTION. PROPOSED SEDIMENT BASINS MAY THEN BE CONVERTED TO BMP WIT
AT LEAST 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T99 AS AND ENGINEERING DESIGN. THE APPROVAL BY NCDEQ Al UNION COUNTY. ANY PUMPING OF THE SEDIMENT BASIN DURING FINAL CLEANOUT SHOULD OCCUR THROUGH A FILTER BAG.
MODIFIED BY THE DEPARTMENT. COMPACT THE SUBGRADE AT A MOISTURE CONTENT WHICH IS APPROXIMATELY THAT REQUIRED 8. ALL DRAINAGE STRUCTURES TO BE PER NCDOT STDS.
TO PRODUCE THE MAXIMUM DENSITY INDICATED BY THE ABOVE TEST METHOD. THE CONTRACTOR SHALL DRY OR ADD MOISTURE 23. THERE WILL BE NO PERMANENT GRADE CHANGE WITHIN THE FLOODPLAIN RESULTING FROM THE INSTALLATION
TO THE SUBGRADE WHEN REQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND ACCEPTABLE SUBGRADE. ALL OTHER FILL OF THE SANITARY SEWER MAIN TO THE EXISTING MANHOLE. ALL FINAL GRADES WITHIN THE FLOODPLAIN ARE 9• NCDOT DORS NOT ACCEPT MAINTENANCE RESPONSIBILITY FOR STORM DRAINAGE EASEMENT OUTSIDE OF THE ROAD
AREAS/BACKFILL SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE NCDOT. TO BE RETURNED TO PRE-DEVELOPMENT ELEVATIONS AT THE COMPLETION OF THE PROJECT. `����������/��I ��������A���/
RIGHT-OF-WAY. `���� N CARS "*. ���`� N CAR ////j/
2. STRUCTURAL FILL IN LOTS SHOULD BE PLACED IN THIN (8 TO 12 INCHES) LIFTS AND COMPACTED TO A MIN. OF 95% OF THE 17. THE EMERGENCY CONTACT FOR THE PROJECT INCLUDING: DOUG ALLES, PROJECT MANAGER, DRB GROUP, BUFFER DELINEATION NOTES: ���` ��••.. ••••••..•�/ �i� ��` ��•..•••••••..��/ �.�
" p: i � i
SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) OR 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 704-906-6212. THE FOLLOWING BUFFER DELINEATIONS ARE REQUIRED: ` �• Q��FESS/OiL9. ii `�.p-i, ISAACS• �9 �� 1
D1557) AT NEAR OPTIMUM MOISTURE CONTENT. THE UPPER 1 FOOT OF STRUCTURAL FILL WITHIN THE BUILDING PAD AREA J GROUP, P.C.
SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT 18. MATERIAL AND EQUIPMENT TO BE PULLED OUT OF THE FLOODPLAIN IN THE EVENT THAT A FLOOD IS 1. STREAMS AND RIPARIAN BUFFER BOUNDARIES INCLUDING ALL BUFFER ZONES MUST BE CLEARLY DELINEATED ON ALL = SEAL % _ = ; ENGINEERING & ; _ �
NEAR OPTIMUM MOISTURE CONTENT. SOME MANIPULATION OF THE MOISTURE CONTENT (SUCH AS WETTING, DRYING) MAY BE ANTICIPATED, 48-HOURS PRIOR TO AN ANTICIPATED FLOOD EVENT. CONSTRUCTION PLANS, INCLUDING GRADING AND CLEARING PLANS, EROSION, DRAINAGE AND SEDIMENT CONTROL PLANS AND SITE = 026462 _ =m ;LAND SURVEYING;0=
REQUIRED DURING THE FILLING OPERATION TO OBTAIN THE REQUIRED DEGREE OF COMPACTION. THE MANIPULATION OF THE PLANS. ���; N0. C-1069 ; Know what's b@IOW.
MOISTURE CONTENT IS HIGHLY DEPENDENT ON WEATHER CONDITIONS AND SITE DRAINAGE CONDITIONS. THEREFORE, THE GRADING 19. SEE PLANS SHEET U1.0 U2.0 & U4.0 FOR AREA OUTSIDE OF THE FLOODPLAIN THAT MATERIAL AND 2. THE RIPARIAN BUFFER BOUNDARIES CLOSEST TO THE LAND DEVELOPMENT ACTIVITIES MUST BE CLEARLY MARKED ON-SITE BY i� fl �-,. ,� i /\%. • Q-�
CONTRACTOR SHOULD BE PREPARED TO BOTH DRY AND WET THE FILL MATERIALS TO OBTAIN THE SPECIFIED COMPACTION EQUIPMENT CAN BE TAKEN TO IN THE EVENT OF A FLOOD EVENT. SAFETY FENCE PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE SAFETY FENCE MUST REMAIN IN PLACE DURING ALL LAND �j�'� •%. INE�;.•' "Z-�� �i�14 ••. .,` Call before you dig.
DURING GRADING. SUFFICIENT DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL FIRM TO CONFIRM THE DEVELOPMENT AND CONSTRUCTION ACTIVITIES AND COMPLY WITH THE FOLLOWING STANDARDS: �/,S' •... ` � ` THE EXISTING
REQUIRED COMPACTION OF THE FILL MATERIAL. GRADING PLAN NOTES: a. THE FENCE MUST BE AT LEAST 4 FEET IN HEIGHT AND BE SUPPORTED WITH 72-INCH POLES SPACED NO MORE THAN 12 FEET '////9N i'Bt;,`,��`�`` '/'����11 A�`,��`��� ONLY AND
oc IONIOROA COMPLETEDI UPON AS NVENTOR THE
APART' WHEN PERFORMING SITE EXCAVATION.PRIOR TO
3. GRADING CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ANY GRADING AND UNDERCUTTING RECOMMENDATIONS. 1. PER UNION COUNTY LIDO 60.160-C.3, THIS PROJECT IS NOT REQUIRED TO DETAIN THE 2-YR AND b. FENCE MATERIAL COLOR MUST BE ORANGE OR A SIMILAR HIGH-VISIBILITY COLOR RELATIVE TO ADJACENT NATURAL VEGETATION. COMMENCEMENT OF ANY EXCAVATION,CONTACT
25-YR STORM EVENTS BECAUSE THE DEVELOPMENT DISCHARGES INTO FEMA REGULATED FLOODPLAIN. 3. STREAMS AND RIPARIAN BUFFER BOUNDARIES, INCLUDING THE DELINEATION OF EACH RIPARIAN BUFFER ZONE, MUST BE Digitally signed by 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
MAINTENANCE OF COMMON AREAS, IMPROVEMENTS AND FACILITIES NOT DEDICATED: THE PONDS HAVE BEEN DESIGNED TO MEET THE FOLLOWING: SPECIFIED WITH A METES AND BOUNDS DESCRIPTION ON ALL SURVEYS AND RECORD PLATS. VERIFY THE LOCATIONS AND EXISTENCE OF
PROPERTY OWNERS MUST SUBMIT A LETTER TO THE ADMINISTRATOR STATING THAT THE RIPARIAN BUFFER HAS NOT BEEN � EXISTING UTILITIES.
Anthony B. Cowan, P.E.
A. THE RECIPIENT OF ANY ZONING, SPECIAL USE, CONDITIONAL USE, MAJOR DEVELOPMENT, OR SIGN PERMIT, OR HIS SUCCESSOR, A) REMOVE 85% TSS FROM THE 1" RAINFALL EVENT 4. IMPACTED IN ORDER TO RECEIVE CERTIFICATE OF OCCUPANCY. Date: 2024.02.09
SHALL BE RESPONSIBLE FOR MAINTAINING ALL COMMON AREAS, IMPROVEMENTS OR FACILITIES REQUIRED BY THIS ORDINANCE g CONTROL THE 1-YR STORM EVENT 5. RIPARIAN BUFFER REQUIREMENTS MUST BE DOCUMENTED IN HOMEOWNER'S ASSOCIATION DOCU- MENTS. Project:
WITH ITS PROVISIONS, EXCEPT THOSE AREAS, IMPROVEMENTS OR FACILITIES WITH RESPECT TO WHICH AN OFFER OF ) 12:51:45-05 00 M c B R I D E SUBDIVISION
DEDICATION TO THE PUBLIC HAS BEEN ACCEPTED BY THE APPROPRIATE PUBLIC AUTHORITY. AS ILLUSTRATIONS, AND WITHOUT 2. THE ISAACS GROUP (ENGINEER) HAS PERFORMED THE GRADING DESIGN BASED UPON AVAILABLE SITE
LIMITING THE GENERALITY OF THE FOREGOING, THIS MEANS THAT PRIVATE ROADS AND PARKING AREAS, WATER AND SEWER INFORMATION AND INDUSTRY TRADE PRACTICES TO ARRIVE AT EARTHWORK QUANTITIES ANTICIPATED DURING STABILIZATION TIME FRAMES I\ � HEMBY BRIDGE, NORTH CAROLINA
LINES, AND THE RECREATIONAL FACILITIES MUST BE PROPERLY MAINTAINED SO THAT THEY CAN BE USED IN THE MANNER CONSTRUCTION. BASED UPON THE VARIABILITY OF SOIL PROPERTIES AND PROFILES ON A GIVEN SITE, THE
INTENDED, AND REQUIRED VEGETATION AND TREES USED FOR SCREENING, LANDSCAPING, OR SHADING MUST BE REPLACED IF ISAACS GROUP DOES NOT WARRANT OR GUARANTEE THAT THERE WILL BE A BALANCE OF EARTHWORK AND SITE ,,, Title:
THEY DIE OR ARE DESTROYED. CONDITIONS MAY REQUIRE A SITE VERTICAL ADJUSTMENT OR AN IMPORT OR EXPORT OF SOIL AS NEEDED TO P R 0 J E CT NOTE S ESTABLISH A SITE BALANCE. CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY VERIFYING EARTHWORK SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS
B. A DEVELOPER MAY CREATE HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY TO SUCCEED TO IT RESPONSIBILITIES UNDER QUANTITIES AND ESTABLISHING PRICING THAT REFLECTS ALL WORK ANTICIPATED INCLUDING IMPORT, EXPORT OR
THIS SECTION, SO LONG AS SUCH HOMEOWNERS ASSOCIATIONS IS ESTABLISHED IN SUCH A MANNER THAT: PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
ON-SITE EARTHWORK ADJUSTMENTS AS NEEDED TO ESTABLISH THE PROPOSED GRADES AS SHOWN ON THESE N0. BY DATE REVISION � File �:2o155-s-oET,awc Date: 10�19�22 Project Egr. ABC
1. PROVISION OF THE CREATION OF THE ASSOCIATION OR SIMILAR ENTITY IS MADE BEFORE ANY LOT IN THE DEVELOPMENT IS DRAWINGS. ANY QUESTIONS OR CONCERNS RELATIVE TO THE BALANCE OF EARTHWORK SHOULD BE ALERTED TO
SOLD OR ANY BUILDING OCCUPIED; THE ENGINEER / OWNER / DEVELOPER PRIOR TO COMMENCEMENT OF CONSTRUCTION AS NEEDED TO INVESTIGATE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE 1 AEN 08 18 23 PER 1ST REVIEW COMMENTS � 0 Design By: ABC
AND RESOLVE BY MAKING SITE GRADE ADJUSTMENTS IF PRACTICABLE. SLOPES STEEPER THAN 3: 1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT 2 ABC 01/02/24 PER 2ND REVIEW COMMENTS I �LLJ ISAACS O Drawn By: AEN
2. THE ASSOCIATION OR SIMILAR LEGAL ENTITY HAS A CLEAR LEGAL AUTHORITY TO MAINTAIN AND EXERCISE CONTROL OVER STEEPER THAN 2: 1, 14 DAYSARE ALLOWED CIVIL ENGINEERING DESIGN AND SURVEYING C
SLOPES 3:1 OR FLATTER 14 DAYS GREATER THAT 50' IN LENGTH
THE COMMON AREAS AND FACILITIES THAT MUST BE MAINTAINED UNDER THIS SECTION; AND PAVEMENT MARKING NOTES: 3 AEN 02/09/24 PER 1ST NCDEQ EC COMMENTS Scale: N.T.S.
7 DAYS FOR SLOPES
3. THE ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS OF THE 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 8720 RED OAK BOULEVARD, SUITE 420
DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH THE MAINTENANCE AND UPKEEP 2. ALL PAVEMENT MARKING MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH NCDOT ALL OTHER AREAS WITH SLOPES FLATTER THAN 4: 1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES CHARLOTTE, N.C. 28217 C 1 . 1
OF SUCH COMMON AREAS AND FACILITIES. SPECIFICATIONS. IPHONE [phone] FAX [phone]
cive Projects roup em y bridge eveopmen ngineering esign rawings urren - - . wg, cowan,

vC) f f f f
LEGEND v �v
� C1
EXISTING CATCH BASIN /// otiq
G EXISTING GAS LINE / ®
FO/C EXISTING FIBER OPTIC CABLE
EXISTING STORM DRAINAGE PIPE
EXISTING CREEK /// Know what's below.
�S EXISTING MANHOLE / Call before you dig.
/
SS EXISTING SEWER LINE // THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / V' \ \ \ ' ,
W EXISTING WATER LINE // EXACT LOCATION OR A COMPLETE INVENTORY / �� / \ <�
WHEN PERFORMING SITE EXCAVATION.PRIOR TO 9y �'\`` •` i
OE EXISTING ELECTRIC LINE COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
100 YR. FLOODLI N E VERIFY THE LOCATIONS AND EXISTENCE OF
EXISTING UTILITIES.
500 YR. FLOODLINE
- - - PROP. UTILITY ESMT. // / Y PROP. STREET
PROP. SIDEWALK / LIGHT (TYP.) \\ o o P
PROP. STORM DRAINAGE PIPE //j/// / \\ �; �\ \ \\ o �\ _ _
0 PROP. COMMON OPEN SPACE (C.O.S.) - - _ - u
e// a i
Pp 4 J
PROP. TREE SAVE AREA / p R/ / ��� �x°
WPROP. PRIVATE STORM EASEMENT BILLY RAY BEAK & JOYCE BEAK PROP. SILT FENCE/TREE
OUTSIDE PUBLIC ROAD R/W RID #07057003 PROTECTION FENCING
DEED BK-145, PG-219 /
ZONING: R-20 /
FPE FLOOD PROTECTION ELEVATION / � � 39+06 \ � �- •a \ \ �� \ � � _ _ _
PROP. STREET LIGHTf'3) -
/ O- \ �otio PROP. PUBLIC STORM DRAIN / / / / G� 9j �• ,
PCCE POST CONSTRUCTION CONTROL EASEMENT // / �p / / Q • PROP. STREET TREE (TYP.) \\ ; �O \ o
FOR BMP MAINTENANCE // /Rqy / / O \ �• o�P \ /
PROP. STREET/S 1 BUFFER TREE
(APPROVED TREE FROM UNION
COUNTY UDO)(SEE SHT. C1.7) / / E / /' ° ,o�.� \ ti \ \
EXIST. TREE // � � oI�I
// // /' �y0/ �� a \ \ KIMELA P. PRICE \ C u . 5
C � 4
PID #07057017B
COMMON AREA #1 \\ \ DEED eK-D145, PG-841 \\
TRF- ORANGE TREE PROTECTION FENCE / / / - - \ �s c' \ ZONING: R-20
30.76 AC. Ilk
ORANGE TREE PROTECTION FENCE & SILT FENCE / / \
// // PROP. 8' PLANTING STRIP /
x-x- SILT FENCE /// /// W/5' SIDEWALK (TYP.) / oo \ \\ \\\ o o \ `
X ti \
HIGH HAZARD SILT FENCE // / � � � /�\ \ \ \\ � \•• � o �, \
EXIST. TREE LINE // �° o
/ �0ti / 11 // AV A LOT 41 V'ss \ s \��
C= PROP. TREE LINE // / / / \
``^^--^�-i`"'���� \ \ 15,664 SF
0� / / /./ �G /' // \\ \\ 0.36 AC \\ PROP. SILT FENCE/TREE \ � 0, `
/ y / / v\� G / // \ \ PROTECTION FENCING \ �� \ \ q \C,
LOT 40
15,209 SF
0.35 AC V A \
C) o
0
LOT 39 \ '?\ 5 \\ \// // \ , \ W `<
15,467 SF
0.36 AC
OAK39
°
/ 14" �/ 0°OAK -71 / \ OAK / OAK V A 9
\ \ \
PROP. 10'X70' NCDOT\ n
SIGHT ESMT (TYP)
T 38
15,0728 SF
0.36 AC +
I
PROP. STREET TREE (TYP.) �\ \\ \ °s\ \,oAK`IpF y
LOT 1 F/ �, ° O\d ti� "w \ PROP. ENTRY MONUMENT
PROP. STREET LIGHT (TYP.) / / \ \\ \ \ / \ o / \ \ \ \ 16,408 SF
0.38 AC
PROP. 26 WIDE /� / / OQ 4\O STREET SIGNAGE LEGEND TABLE
I I I I \ \ PROP. SILT FENCE/TREE Qr / \ \ CONCRETE DRIVEWAY ��, < /
PROTECTION FENCING�tPF / \ \ SEE DETAIL C7.4 $ ® �� Op INTERSECTION NO. POSTS NO. BLADES
I ( )
� GRAN DIOSE/IDLEWILD 2 3
I
LOT 37 \\\\�\ / / \\°Sr\\ 15b 3 SF \\ \\ /// a \ / ` �S O
/ o / o /y \ STARDUST/IDLEWILD 2 3
M°x 15,282 SF \\ \\ / pF \ \ \ 0.36 AC \ / ' \ 0 GRANDIOSE/
I '
0.35 AC \ // /\ \\ \\ \ \ s� /\ PROP. MAIL \c� \ J SILVER CANOE 4 6
\\\\ \\ \\ �e m°� °' 1 \ KIOSK �'• GRANDIOSE/GENTLE RAIN 7 9
E�- W W \ \ \ \ \ / o. \ \PARKING LOT \° o' �' '.
y - / I W \\ // \\\ \\ \\ / mo, \ `' \ yam'. \. STARDUST/GENTLE RAIN 4 5
TOTAL 36 47
. o �
1 COMMON AREA #11- , / �. o I �. W W / / / F \ \ / �x0 / \ �.O \•,'
/ 3. ..76 AC. / / / s o' / /� z C W // // o F 15L�25 SF \\ �/ QJ/�6~� / / / \ \\ \ ?� Q 0 + PROP. STREET NAME SIGN (TYP.)
> / \ \ .o
A>p�36 AC / / PARK INK V �° ( PROP. R1-1 STOP SIGN (TYP.)
LOT
w15067W
`// w DWI \\ �/ '� /\\ \\ / /:y • \ \ ` �� A6rd
'Y� •A��j
� /.✓ / Y �1 M S W =� W / vf` \ '��W � W `L W / \\ \ \ � O �•$� � / � \ e` .A/�/ fN•�
�\W W W \ LOT 4
S' S�\\ \ \ I / // o\ 15,897 SF oo /QJ �P/ \ \ n/
yr W W wY yr W W wY 0.36 AC '`-
/`y/ l y
/ �W 'W W W/ W W W W W W W W� � l Y/ y'�.fo\\\ ? •O°
// 'W W W W W' W W W /W W//�� \ \\ '1 ° / / ��' LOT 35 \\ \\\ \ // / \\ \ \ \ // M° ,t,0\ �� V / \ \ + • \\ \ ��1111II/ ��1111II/
� �/ d•� \ / � \ \ � :' � / / LOT 77
15,551 SF \ \ / \ \\ / w 17,055 SF ``���:
40' I i l vJ N/ D.36 AC \\\ 40 / \\ ,Q / \ 0.39 AC \ \ \ , \ ° ♦♦� (N CAR�� '�i ♦♦� '(N C'gRO� '',,
W L W
ti9'.9 :• THE ISAACS• .9
/ / \ / / 0' � l O \ o PROP. STREET LIGHT (TYP.) s \ / \ s o � � O FESS/p 'L
wo
LOT 5 2' / ti \ \ • \ \ •: GROUP P.C.
\ 16,150 SF / ° / QUO OQ // \\ \ \\ • , \ \ _ SEAL _ = :ENGINEERING &
I PROP. 10'X70' Q I \\ 0.37 AC / Q� ° / / \ \\ \ .� + \ \ - : 026462 : - =m .LAND SURVEYING; Z=
I / SIGHT ESMT (TYP.) I 2\ o \ \ \ %'p O
I o W I 1S?? s./ xo \ \ °-� i i �; N0. C-1069 ,•'�
210\,)0 I �l/ I \\ \ \ / "� 'Q'/ // \\ \\ \\ .■, \ ` ��q \� �� �•�<.;:G I NE:.�'•�Q'♦�� �� ^'•.,•• ••.• ��`�
PROP. 35'X35' I � I \\\ \\\ \ \ PROP. AMENITY '••\ i,�,S, •......• O ♦♦♦ �,�q,, ••.....•• 0�`♦♦
l / SIGHT ESMT (TYP.) \\ \\ I N I o \\\ \\\ / / \\\ 2S\ + \\ SEE SHEET C1.60 X\ �; ''''�%//1IBI11���```` 'j���FU i IAu;�����
SOT 34 / \ / / LOT 76 \ SITE TEMP. BENCHMARK - Digitally signed by
032 SF I \ / / 17,264 SF Q +/ \ \ 4 REBAR W CAP `� °
/ \ / 36,A PROP. STOP I oQ / 0.40 AC \ \
/ # ELEV.:671.57' �� \\ �` Anthony B. Cowan,
/ L SIGN W/STOP o / / ° / / \\ \ j N:500757.25' \ \'. N P.E.
BAR (TYP) / LOT 6 /�Q 5 / / \ \\ / E:1509653.57 \ \
j �o of W / / \,\ 15,107 SI /� \ \ +`/ \ \ � � � • � Date: 2024.02.09
�: 13:38:57-05'00'
o' \
CNIV
\
l P YC �, 1 y
ROB+oho, W APPROX. STREET NAME �\� j � � �� \�\
l l �4LL �w w \ S E SIGN LOCATION (TYP.) // / \
PROP. SILT FENCE TREE \
�/ LOT 75 _ / h� PROTECTION FENCING \ i GRAPHIC SCALE
LOT 7 15,317 SF \'� ' \ oiq �� 40 0 20 40 80
\ � / 15,032 SF / tr Nl 0.35 AC
/ / s o 0.35 AC '��i p / / 7o•0,
.\ ¢� L\ <Ty � �/ - `\ `�° \ 1 INCH = 40 FEET
00,
pR0 180.61�\ l l o ,l �Q/ COMMON AREA #2 �\ `
P / .12•S C��_ / / I`��\ \�\ �/ 2.84 AC. o \ °s v Project:
VER pRNER ° �/ Oy
LOT33 2�0 ,s �\ \ o McBRIDE SUBDIVISION
15,032 SF o NpE Wq \f 1' ° '° l
/ 0.35 AC \. Y rr '"' °j ° v�/ �\ o� �° y HEMBY BRIDGE NORTH CAROLINA
/ c> C '
LOT 74 a \\ \\\
15,300 SF \J ;' SITE PLAN
a \\ /r\ Q. _ 1�00 / 0.35 AC \\ \
/ \ r.�
CO °p f "rr ``.:::`:` .,..., File #:Lois*-s-sP.ewc Date: 10/19/22 Project Egr. ABC
RIVeR ,l NO. BY DATE REVISION x :::..1.:..::........
o / / 1 AEN 8/18/23 PER REVIEW COMMENTS = 0 Design By. ABC
200 �� \ l
° 2 JAB 01 02 24 PER REVIEW COMMENTS "` . :::;: [- I S A A C S
\ o / PROP. TYPE 1 MODIFIED HC RAMP o 00 / / O Drawn By. AEN
� F
� C
\ (SEE DETAIL SHT. C7.2) (TYP.) \ 1 30 a / °,` / 3 ABC 02/09/24 ADJUSTED SILT/TREE FENCING CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"-40'
LOT 32 R E / g + :............
15,015 SF \ �� v�� �A ( o �/ �D'D / / m
- � C 1 2
8720 RED OAK BOULEVARD, SUITE 420
cV/ 0.34 AC 1 / \ �/ v v / O CHARLOTTE, N.C. 28217
I OT a 1 � 1 ° 1 / .,T �z _ v_ 1 PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.2,2/9/2024 12:28:55 PM,bcowan,1:1

COMMON AREA #1 .' ��_, M KIOSK �•��� / o' o �% / / S o j CORNER
30.76 AC. I __ PA,FIKING LOT o Q c�/ ?10.00� / \`
D l
PROP. TYPE 1 MODIFIED HC RAMP
(SEE DETAIL SHT. C7.2) (TYP.)__
LOT 32
15,015 SF
---' / - \ o
S 2 cV/ 0.34 AC
LOT 8 / �. / / LOT 73 E /
15,032 SF / I / 15,300 SF
SEE e \\ 0.35 AC 0.35 AC
C `
7 /
6 PARKING. / j e2
10.00
LOT B
j PROP. 26' WIDE
CONCRETE DRIVEWAY
j(SEE DETAIL C7.4) / `J
LOT 31 `� \`�� \ �� � � J °` a, l `�� zzs�� PROP. SILT FENCE/TREE
o / ° ' ` / 15,120 SF / / ^ �j �° PROTECTION FENCING
0.35 AC �
rn
-' T 72
��'/ /' / / N / / 0 15,015 SF LOT 9 / J / / 15�00 SF
LOT 42 / / \ / ` 4/ / '
16,170 SF _ 0.34 AC /a Q j / 0.35 AC o
I0.37 AC
21p \` \` / `
/ ?7 STREET SIGNAGE LEGEND TABLE
y � \J / LOT 30 \` / / \�`� a ° \` °�
/ o PROP. STREET
ARD -7 15,120 SF / / ^ LIGHT TYP. / INTERSECTION N0. POSTS N0. BLADES
/ 0.35 AC / / / ( ) /
\ / / / LOT 71 GRANDIOSE IDLEWILD 2 3
�p.p, � LOT 10 � ° ° a / 15,750 SF `J /
< LOT 43 C / l / (Typ l 15,120 SF / o / / 5,75 AC STARDUST/IDLEWILD 2 3
15,330 SF / .° . a/ / �� 0.35 AC % o �S Oo
\ I PROP. SILT FENCE/TREE 0.35 AC / GRANDIOSE/
` PROTECTION FENCING D _ PROP. 8' PLANTING STRIP / 4 6
SILVER CANOE
N ° / 5 S/p \\o/ / g \z1oo\� \\\ \\ W/5' SIDEWALK (TYP.) D GRANDIOSE/GENTLE RAIN 7 9
\ \
�� /J o / D o° STARDUST/
GENTLE RAIN 4 5
/ /ss.oo-, 36 47
o /
/ LOT 29 / / \` / OA PROP. STREET NAME SIGN TYP.
\ / 15,120 SF (TYP.)
/ PROP. STREET 7 / N/ 0.35 AC / LOT 11 Q. o
/ LIGHT (TYP.) / / / / J ©� PROP. R1-1 STOP SIGN (TYP.)
D / / / V 15,120 C /� / LOT 70 O
LOT 44 / 0.35 AC / / 16,575 SF �S
15,35330
30ACF / / `� \ / ` \\ /N /j / 0.38 AC / LEGEND
0. D Ql EXISTING CATCH BASIN
/ , .
S / �/ o / / G EXISTING GAS LINE
TREE
PROP.(TYP.)ET \\\ ` \\� / N / D / `S / FO/C EXISTING FIBER OPTIC CABLE
D S o / $ EXISTING STORM DRAINAGE PIPE LOT 28 / / S / EXISTING CREEK
SF
vv C 7 5 01 / 10.350AC / LOT 12 /a % / S \ / 00 (S EXISTING MANHOLE
I iW 15,120 SF / SS EXISTING SEWER LINE
0.35 AC
< LOT 45 �
iu W EXISTING WATER LINE
i I 15,330 SF / B2 p, / / / �S•0 OE EXISTING ELECTRIC LINE
I '
0.35 AC / /e C BC / / �\\\\ � \\\\ / o / ?1ppo \\\ / N Q Q� LOT 69 100 YR. FLOODLINE
O \
/ / 16,200 SF
/
N / �° o / 0.37 AC 500 YR. FLOODLINE
� 2to 21p � \\ / l° \\ °p- / n / / j ry N / / > - - - PROP. UTILITY ESMT.
$ �� o \\\ \\\ / / h/ \\ \ / \\ \\ / / o
(Typ•� 0 PROP. SIDEWALK
LOT 27 PROP. STORM DRAINAGE PIPE
�� / L� w
15,015 SF / o o / O O 0 PROP. COMMON OPEN SPACE (C.O.S.)
/ 0.34 AC / LOT 13 /° `,°, _ / O PROP. TREE SAVE AREA
COMMON AREA 2
o / /-,.SIGHT ESMT (TYP.) / / 15,120 SF / a a / SIDE / 2.84 AC. # WE
OUTSIDE PUBLIC ROAD R/W
o PROP. PRIVATE STORM EASEMENT
LOT 46 N �� � 0.35 AC / . S' � Oo �15,330 SF s. ° -� l o / / ° ° / gRO `� `` l
` 0.35 AC ° /. �� �� / / / \ c0 �� N�° o G/ �� o��_J
/ � �\ 21k h
/ a. �� ° / o / oo �\\ � /^ , % � FPE FLOOD PROTECTION ELEVATION
PROP. 35'X35 zio / ^ / `� / 4i/ LOT 68 `� PROP. STREET LIGHT
SIGHT ESMT (TYP.) 06 /
-_ � � 10�380AOF ��`� ao.oOV� PROP. PUBLIC STORM DRAIN
/ / E / / PROP. TYPE 1 MODIFIED HC RAMP / / j N/ PCCE POST CONSTRUCTION CONTROL EASEMENT
(SEE DETAIL SHT. C7.2) (TYP.) / / / FOR BMP MAINTENANCE
C 15,032 SF
/ o \ 0.35 AC PROP. STREET/S1 BUFFER TREE
E 6 \ / / LOT 14 /° .° / ��/ (APPROVED TREE FROM UNION
15,015 SF COUNTY UDO)(SEE SHT. C1.7)
LOT 47
v� 0.34 AC / ` ,�°/ `� `� �/ � �- .-
5 � `�R / 01`
15,330 SF ° OQI / / EXIST. TREE
0.35 AC / �� / / ?�oo` / TPF�
go ORANGE TREE PROTECTION FENCE
_ o
N / / LOT 67 `J -�� ORANGE TREE PROTECTION FENCE & SILT FENCE
COMMON AREA #1 / \\ °0p\ / N 2s 10�00 0 3 pR / / / 15,480 SF
/ �� OP. ` z . / 0.36 AC �� SILT FENCE
30.76 AC. 00 / \\` \\`` l j f'oo A h 2•p Vq<<fy c \\` / ec ec PROP. STREET TREE (TYP.) S'0 �� HIGH HAZARD SILT FENCE
/ / • P�'OP, L / � EXIST. TREE LINE
VqLI PROP. SILT FENCE/TREE
LOT
o PROP. TREE LINE
15,03215
5 0321 SF / / /` PROTECTION FENCING
Od < LOT 48 / „` s `12 5\\\ Op GENTLE Ue�/C� 0.35 AC / / j l zoo°p- l ^N
Jy 15,330 SF
/ . / / l CORNER 8a RAIN D „\ C / APPROX. STREET NAME----
3 AC /
/ SIOf R• SIGN LOCATION (TYP.) Q - -
` `21000- ` � LOT 66 `J
` / 16,923 SF I
LOT 25 0.39 AC j •
10. 4 F 37AC PROP. STREET
LIGHT (TYP.) b' �PRpp�
Oo � 1 II / / � �• � `� I
PUE
`T 49 ` �
150330 SF /5 / 5 U �\\\ o99g\\ / na' -
p• j 1° ° °Q� PROP. SILT FENCE/TREE Cp ©i / -
/ \\\\` U.55 AC / j R W a nN/ m PROTECTION FENCING ��RNeR Sj�E �.\ \ ° 102
l ?7 (Typ•) l j o / l PROP. 35'X35 ' �� r o
C\4 LOT 24 SIGHT ESMT (TYP.) \ \AN J Soo
15,118 SF O \
0.35 AC `/ / LOT 16
/� � \ \/ p• / / �, 16,275 SF / I' I �" � 0 Vq� - i i
0.37 AC -
�� o f YARp > l j l� o PROP. 1 O'X70'
SIGHT ESMT (TYP.) It Vq<<fy _
\ C
< LOT 50 / � o / °/ �\ ` �\ / $ / / ° ` PROP. STOP , \ � G a C1 . � -
15,330 SF / E SIGN W/STOP - - C
- �� -
0.35 AC -
\` \ LOT 65 \ 0° �•� / - - - �`_ _
` lcu cul�. v 15,099 SF
z
l �000� J n / LOT 23 0.35 AC I
15,116 SF
70•0, / \ LOT 17
l / (Typ.) / 15,120 SF
0.35 AC
h / LOT 51 /°' aU `� `� / � / f - _
N / 18,950 SF / s e °,° /a° s/ ° ° °.Q�/ 2oss3 / ^N /° S. / YARD ►� %X1111111/►U
° / r ►u1uu►
/ 0.44 AC jv �� \ \� \ / `� \ ` l 0 1° ^ mQ/ `�♦�`�N CARp�� ,1 ��♦����N CA/�D���I,� /
.....
PROP. STREET / S o ru LOT 64 ♦♦ O F ESS/ • '1, �� �♦ THE ISAACS '� /
�/ o O \` R 0 l` �l 15,015 SF O OiV -y i �•• •..7 i
h a LIGHT (TYP.) / o N LOT 22 W .••Q 9
o / / / / 0.34 AC � /
f / 15,114 SF ` _ _ _ GROUP, P.C.
-- D / N / 0.35 AC `/ LOT 18 / �/ _ SEAL _ _n ;•ENGINEERING &•; _
/ J
a �' 15,120 SF � � / � � 026462 - -rn ;LAND SURVEYING?
-- PROP. STREET TREE (TYP.) / r .
/ 0.35 AC /V 2 p, L ( . _ i : NO. C-1069
0' I!� GINS • �♦♦ II�^
,Ct/ s o /J � _ I /y • •••.••• �\ ♦ I ••••••^,N11•• �♦♦
18" PP I \`� \ \`� \\ / O \``� \\210`00�� \\\ °^ / \\\\\` \\ 7gg '''Z O I�IN Y BI1►►�O````♦ '''���/�I A;��O``` f
E\ Pro ect:
00
e� v �J Digitallysigneaby McBRIDE SUBDIVISION
�, Anthony . Cowan,
HEMBY BRIDGE, NORTH CAROLINA
v b P.E.
}(J�]�
I LOT 52 � I `'J N o'a j ° ° s �� LOT 63 � �4�� Title:
21,200 SF I I LOT 21 / / / 15,210 SF Date: 2024.02.09 SITE PLAN
a / . 0.35 AC o r r ....
0.49 AC I I °o \ 21,847 SF s j % 13:38:35-05 00 }
I \ 0\ 0.50 AC LOT 19 / a j 7p
`w R125• \ F 15,116 SF / o (T 0
0.35 AC /� / / yP•) No. BY DATE REVISION rrx :1.1: File #:2oi5s s-sP.ewc Date: 10/19/22 Project Egr. ABC
1 AEN 8/18/23 PER REVIEW COMMENTS LLJ 0 Design By. ABC
O / 2o99p /1) N 2 JAB 01/02/24 PER REVIEW COMMENTS " ` :;::; 1- I S A A C S O Drawn By. AEN
�S r \ \\ \ /� GRAPHIC SCALE CIVIL ENGINEERING DESIGN AND SURVEYING C
/ D 3 ABC 02/09/24 ADJUSTED SILT/TREE FENCING Scale: 1"-40'
T' \ �' / ° o/ / /9s 40 0 20 40 80
:::::::::::.:::::::::::..:......:
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C1 .3
1 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.3,2/9/2024 12:27:13 PM,bcowan,1:1

15,118 SF
0.35 AC / / LOT 16
\ "�' I MATCHLINE (SEE THIS SHEET) / j� 5 s/0�, �/ ec ec / / r I 10.375ACF / I o ��<<EYc
l j PROP. 1 O'X70
SIGHT ESMT (TYP.)
1
o a �
"
LOT 50 ° o / `� , / / / E ° ° • SIGN W/STOP
I I / 15,330 SF /�° a/ / 2o9,9g n -
y y I 0.35 AC /v / / / BAR (TYP) o
1, S \ \ / / S N�a oo
LOT 65 ,
O S U
o
/ •Q t . m
15 099 SF °
i
M . ti s
I ` LOT 23 0 J / 0.35 AC 7 I m \
� 15,116 SF
y n I / / ��\ ��\ fN �� 2 / 0.35 AC
70.0• LOT 17
�TYp) 15,120 SF
\ / i
0.35 AC
\\ �\\ , PROP. SILT FENCE/TREE o / \�� ?'Q06-
LOT 51 /°' " ao PROTECTION FENCING ° l e Y RD l M / 18,950 SF / a ° /'f s/ ° �/ �09. f ^� ` �• oo/ V/ ,4 D / l
0.44 AC
EDGE OF 20' MANAGED I I l r nN/ �`%/ / / o �Q/ J n /
/ I USE ZONE I / PROP. STREET / s 0• / .° �u LOT 64 /
y R 15,015 SF > /
LOT 22 W^ 0.34 AC
D f / 15,114 SF
/. N / 0.35 AC / LOT 18 j/
y I I I EDGE OF 30' MANAGED I '-------- _ -- °' PROP. STREET TREE (TYP.) f 10�350AC /v ,�/
USE ZONE I I ° / / 7001 /� �/ Q BC &C
I I I I S E S �eU PP l l 210 D\\\ -\\ (TYp) o /Q f� / OMMON AREA #1 /
I I I I I I e o\ 30.76 AC. $ /
�J /
I 1 I I I LOT 52 I '/ RO l Q LOT 63 /
I
N o °/
1 15 210 SF
I �
°
y 21,200 SF LOT 21
I o
0
I / 0.35 AC /
I I I I 0.49 AC I 1 s a � \ 21,847 SF S � � LOT 19 / � ° s/ / o �
J
I s \ r
\ 0.50 AC � 7
1 0 0, /
15,116 SF0.35 AC / _ o / 0 0'
COMMON AREA #1 I I __ \ / o\\
30.76 AC.
- � � I _--- -_-z�s.1�---_-_ �� �a •°' s.. / / ° . o ass
1 1 20�45 SF \\ \ / LOT 20 �
1 \ \ \ / 21,847 SF / a / / 15 964 SF PROP. SILT FENCE TREE \
0.47 AC C / o
ILOT 62
0.50 AC
0.37 AC
PROTECTION _FENCING /
_J / f /a
/ / I h� / / 4
PROP. STREET TREE TYP. / o ti //'�
?o,� °p J" p
00 \ .\(/f
Is 11
LOT 54
/ 20,957 SF / , a.00. - - LOT 61
0.48 AC / / i sfoo 50�� / 17,161 SF
�\ 0.39 AC
/
�\ 1 II \ // S / // LOT 55 / S'pU�o. m 18}00 }oo
20,938 SF / �4i / \ / ��
. ° s. ° ° v / ,a PROP. 10' GRASSED BMP o
n I \ // / 0.48 AC / QV \ ? s // \\ \\ / / / & SS ACCESS ROAD
m LOT 60
20,275 SF
0.47 AC
a LOT 56
15,972
5,972ACF / / I I A\ \ \ V A\ \
/ I \ LOT 59
Q / / I \ \ 20,903 SF
LOT 57 I
// E 15,393 SF I I \ \ 0.48 AC
\ \ \ PROP. SILT FENCE/TREE \ ss \ / / MT �l / / 0.35 AC I I LOT 58
PROTECTION FENCING \\ es \/ D / / / I 17,839 SF \ \ \ �\ / m
I po \ 0.41 AC
\ S E S / / I I \ +/ / ss 0 00,
PROP. 12' GRASSED BMP 1 f E
\ / & SS ACCESS ROAD / D S
c+ G �a PROP. 12' GRASSED BMP
\ \�\ SS ACCESS ROAD / k 6h19 \\
\ \ 2S ^ I \ i ,, I \\
2
\ ReAR\YARo-J / 4 ' i i \\ \\ STREET/ _ NTERSECTIONE LEGEND/TABLENoosTs N0. BLADES
I I \ // PROP. SILT FENCE/TREE /
'Oc0 69 -------- o / PROTECTION FENCING GRANDIOSE IDLEWILD 2 3
4\\ \\ - - _PCCE F \y so o \\ ��/ 1, //� STARDUST/IDLEWILD 2 3
i
v� V A\ v� � PCCE O O 31" 40' --- 665 � T9� GRANDIOSE/
\ _ OAK_ 3$ OAK 48" \ ° 4 6
4 v V A v 98 OAK \ / HBCKORY �j SILVER CANOE
b OAK �� �� �� stls 22a s # �'� /�/ / V O GRANDIOSE GENTLE RAIN 7 9
CO
\
\s MMON A EA 1 /
¢ cF. O \ 66.5a 30.76 A �a1 _
/ / STARDUST/GENTLE RAIN 4 5
$ 21' O O TOTAL 36 47
�\ \ \ \ rj /y � '- 2„ GUM � O O
3 \ . \ \\ \ \ \ \\\\ Su27" y y\�\ \� �\+�``` �\ \��\-d`�\ /�G / cuM _/ �-P jR(� O O O O OA + PROP. STREET NAME SIGN (TYP.)
�0000�cY--.�� /
PROP. R1-1 STOP SIGN TYP.
1 �A169 . \ \ \` -T �Y -y - y y y y y y y y y y y y y y y y y y y y y y \ / (--c `0.�- `-� /// / / 12" / 4
\JL y y y y y y y y 30.00' .--. ^ v^ O ��t '^�� •� /// /�� //� // � GUM
-\ y y y y y y .yS•Y SM T. y y y y y y y y y y y y y y y S f�J) 12"
C1 . 2 ' \\\y y y y y y y y y y y `51C GE N DIP y y y y �r� y y y y y \� - y y •Y_Y-_- // ///' / �/� TR I-OA K
\`t\ y y y y y y y y y I y y y y y y y y y y y y y y y - �� / \ / 14„
EXISTING CATCH BASIN y y y y y y y y y y y y y y y \ /iv GUM
\ G EXISTING GAS LINE i /'
y y y y y y y y y y y y y y / GUM GUM �� �II111111
O \\\ y y y y y y y Fo C - ♦�����`j` C A RCS ����i ♦���� \ UAR6'-*
_ EXISTING FIBER OPTIC CABLE y y y y y y y y y y /y y /
/ ''LAND�UBJE�T / � �
EXISTING STORM DRAINAGE PIPE __ / K/
y y y y y y y OyNUNG�,T0� y y y y y y y y y y y ♦ ••• •.
-
y y y y y O r. y ` y y y y y /y y - -�� -_-- ♦ : O • I ♦ oo
: '•
• F lQ I ♦ 9 I
\ \ EXISTING CREEK / �� /� 5" / ��•Q� �q',9 THE ISAACS t
O WAuuuT SEAL <•� ! GROUP, P.C. :
EXISTING MANHOLE �'`�� �/ y y '� yi � � -� - -
/ / �' O O = _ - f ENGINEERING &
SS EXISTING SEWER LINE �/ / y ''' y
W EXISTING WATER LINE U / < �� y/ O O O O O O O i 026462 •S ` ;•LAND SURVEYING
OE EXISTING ELECTRIC LINE \ / •� N0. C-1069
OOd��30 /i / O O O �i�J ..CGINE .• V`�� �i�� . .•
\ y / / O Od_ 100 YR. FLOODLINE / .�� �,Z9 O O O O O ��'�� GO``♦ :� �F••.....•��\O�``♦`
s o i Y B. i OF AU
/ 300d 500 YR. FLOODLINE / ��' O O O O O �� ��� ��
��/1111111\� ��/IIIIIII\�
300d - - - PROP. UTILITY ESMT. O O O O O
i .�jJa PROP. SIDEWALK �� 01 88 O O O O O O O Digitally signed by
�j / . - /' PROP. STORM DRAINAGE PIPE / \ � O O O O O O O Anthony B. Cowan, P.E.
u - - O O O O O O O O O � ~Date: 2024.02.09
/ - O � � / I1 0 PROP. COMMON OPEN SPACE (C.O.S.) /// , � � i' O O O O O O O O 13:38:15-05'00'
PROP. TREE SAVE AREA /! _- O O O O O O O
lip - M / WE
PROP. PRIVATE STORM EASEMENT00WAY O O O O O O O O O O
^? OUTSIDE PUBLIC ROAD R/W ' /
i
O O O Project:
FPE FLOOD PROTECTION ELEVATION
PROP. STREET LIGHT / O O GRAPHIC SCALE M C B RIDE SUBDIVISION
O O HEMBY BRIDGE NORTH CAROLINA
PROP. PUBLIC STORM DRAIN O 40 0 20 40 80 ` 'r:
PCCE POST CONSTRUCTION CONTROL EASEMENT
fP Title:
• _
FOR BMP MAINTENANCE
/ SITE PLAN
- _ O 1 INCH = 40 FEET
- / PROP. STREET/S1 BUFFER TREE
/ iPF ORANGE TREE PROTECTION FENCE
(APPROVED TREE FROM UNION ::. :..:: =s°
/Q COUNTY UDO)(SEE SHT. C1.7) �� ORANGE TREE PROTECTION FENCE & SILT FENCE r File #:2oiss s-sP.awc Date: 10/19/22 Project Egr. ABC
NO. BY DATE REVISION rx...:.:..::...:...:
n' / SILT FENCE 1 AEN 8/18/23 PER REVIEW COMMENTS = Design By. ABC
.`.;
® m /� EXIST. TREE �� HIGH HAZARD SILT FENCE 2 JAB 01/02/24 PER REVIEW COMMENTS :::;: I S A A C S O Drawn By. AEN
O 1 . 4 - \` \ MATC /� 3 ABC 02/09/24 ADJUSTED SILT/TREE FENCING CIVIL ENGINEERING DESIGN AND SURVEYING(--
. Scale: _
EXIST. TREE LINE 1 40
:::::::::::.:::..::::::..:......:
/N 8720 RED OAK BOULEVARD, SUITE 420
r . ��"'V`'1 PROP. TREE LINE CHARLOTTE, N.C. 28217 C1 .4
`�-''�\--^^--�"`''�`�J PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.4,2/9/2024 12:25:54 PM,bcowan,1:1

LEGEND PROP. STOP
EXISTING CATCH BASIN � ° STREET SIGNAGE LEGEND/TABLE /,� SIGN W/STOP
#
G EXISTING GAS LINE �/ COMMON AREA 2 \ BAR (TYP)INTERSECTION NO. POSTS NO. BLADES
2.84 AC. �� �, \\ 160367 SF
87
FO/C EXISTING FIBER OPTIC CABLE v \ \ GRANDIOSE IDLEWILD 2 3 / \\ b($T3 at / I o LOT 101 /
Q \ o STARDUST/IDLEWILD 2 3 / �p01 J
EXISTING STORM DRAINAGE PIPE / O \ y, 0 2 0 \
EXISTING CREEK GRANDIOSE/ 4 / b5 A \
�S EXISTING MANHOLE SILVER CANOE 6
SS EXISTING SEWER LINE / GRANDIOSE/GENTLE RAIN 7 9 / /, /
W EXISTING WATER LINE 1 `� \� STARDUST GENTLE RAIN 4 5
/
OE EXISTING ELECTRIC LINE \ °s / PROP. STREET TREE(TYP.) /
TOTAL 36 47 o
100 YR. FLOODLINE 4`, \ \ 22S0p `-` /
500 YR. FLOODLINE / O + PROP. STREET NAME SIGN (TYP.) 1I LO}8QQ88F / �/ /
- - - PROP. UTILITY ESMT. / \ �� �� \ _ / o ° LOT 100
/ �O \ O\v \ © PROP. R1 1 STOP SIGN (TYP.) h \\ �\\\ / / °° 5�Q�F \\ J /
PROP. SIDEWALK �b' +/
PROP. STORM DRAINAGE PIPE
PROP. SILT
0 PROP. COMMON OPEN SPACE (C.O.S.) +� O °y, FENCE/TREE \\ : \\ PROP. STREET TREE(TYP.) o /
PROP. TREE SAVE AREA O PROTECTION
FENCING
WPROP. PRIVATE STORM EASEMENT
E OUTSIDE PUBLIC ROAD R/W
FPE FLOOD PROTECTION ELEVATION \�� X \ �� O� / LOT 89
PROP. STREET LIGHT O os i� \ \ o°q �'C�\ \ /�O 1 �§F / / / LOT 99 + /
1 0 F PROP. SILT FENCE TREE
J
PROP. PUBLIC STORM DRAIN 59 ^ \ ��°�F`\ \ / joo` (Typ / h l /
PCCE POST CONSTRUCTION CONTROL EASEM Nk PROP. SILT FENCE/TREE i' \ \ \ v �P� / ��° '� PROTECTION FENCING \
FOR BMP MAINTENANCE 1. PROTECTION FENCING
PROP. STREET/S 1 BUFFER TREE
(APPROVED TREE FROM UNION h��e
COUNTY UDO)(SEE SHT. C1.7) O / \ \\ \\ \ `` \ 00
o Rp \l �l eC 0 % °a /
EXIST. TREE
LOT 90
\ COMMON AEA #2
TPF 0.36 AC
.ORANGE TREE PROTECTION FENCE < \ \ 2.84 A y a F \
ORANGE TREE PROTECTION FENCE & SIT FENCE h�bry \\ + 5 \ \\ \ �o<�y ° \ �4', \\ /Cl)
/ 1 LOT098 ° \\ /
J
mac - SILT FENCE / s \ \
HIGH HAZARD SILT FENCE / \ \ \ \ \ PROP. 10'X70 NCDOT oy
SIGHT ESM�(TYP) / \ ° so PROP. 10' GRASSED BMP
O EXIST. TREE LINE / o // A \\ \ \ \ J & SS ACCESS ROAD \`
J / � A \ \ \ V AV � o a � �\ � / �/ .��, s �� 5 � ` � / � / PINE
rv"-`�� PROP. TREE LINE----_ \\ \ \ LOT 78S�pE
`-'�-�-i"`J 15,300 SF LOT\ \ �s J ° l ARp "t
0.35 AC \ / ` oyq \ O 9SF
\ qq�5�,
1C of l cal LOT 97
/ o O \\ \ LOT 79 \ \ / / , oy� \ F g \\ / QJ�m ° N/ b35 � \
o PROP. SILT - \ \\ 19,368 SF
\
FENCE/TREE \ \ 0.44 AC
PROTECTION
FENCING / v v \V A
\ -/ / v 1^
/
/ �
PROP. STREET LIGHT (TYP.) N/ / \
LOT 80 \\ v 51 \19,725 S i�.
F LOT oo ' c� - / 15 SF V� �/ OAK I
0.45 AC \ / O"
\ �
/ -R / vs / a �.� COMMON AREA #1
ry 30.76
/ OO / S / �� i h� V '•17
° \ c COMMON AREA #1 /
150 LOT 81 F ery 30.
19,989 SF /°` h o° /' / / / o LOT 95
\ ` \ 0.46 AC / - ° v / ``\\ aaattt / / �a N / ° ° / 15�300 5F
5
$ / s, \\ LOT 108 \\ / a PROP. STREET TREE(TYP.) a"
- / / / 16,182 SIF \�� / / L o `/� OAK
0.37 AC
O / JJ / ``��\ PROP. SILT
/ o
�P FENCE/TREE
PROTECTION
FENCING / \$ I U \ \ �/ / 224
o
COMMON AREA #2 Lam\ / 1 I\ o pCC
2.84 AC. LOT 82 / a /'° s
15,300 SIF / i % PROP. STREET TREE(TYP.) / \ \ U /� / * / a LOT 94 / \T l\
0.35 AC� 0 0.35 AC LOT 107 ` `� / /� � � /� � / / 1���09�
4
15,678 SF 0.36 AC
/ )
O � / � u
w OAK,
/'D ygRp`� \ 25� % O O O
15"
LOT 83 / o U GUM
15,300 SF /U R 0 m / O \ �� PROP. STREET R37.0'
< t s I J ` 4"
/ 0.35 AC W / �/ U (TYP.) tiQ m a GUM
/ LIGHT (TYP.) Q la I LOT 93 \70.01 v�/ LOT 106 U ��
` (Type l� / 15,300 SIF `�� `� n f
a N� 0.35 AC O O a s / 10.354AC GUM
/ 1% O A �v /
O \° Q / / o V -ELM
Q
O O O CO ,, u
OO
O O O O / 3
o � � � `� � $ � GUM
o / \ S> 24"
o LOT 84 / ° o / �/ 15" O U \ O / OAK
N 15,300 SF V. N/ / PINE �\ �\ O O , \ /
0.35 AC / / h E 8" 5 �EBAR O �/ / \ �\ \ os ' \
11 LOT 105 `� ` PINE O O 0 O O
? LOT 92
8 ems.` �/o / 15,300 SIF O 0 O O O / 1`�'
o °pQ/1 ° / 0.0. AC `�� 20 \ O - O O O O - \ ` // �\\\ 6
\ p
PINE / \ �12„
PROP. SILT / �/ / \ _ _ _ �f� / / \ ELM
/ FENCE/TREE J OAK ��'i0 15"
PROTECTION � �` / a �\�` \\ \` �\\ / a GUM
� I � � � ' `� o \\ `
FENCING / / PINE
22S �
LOT 85 / `° / PROP. STREET LIGHT (TYP.).- Op PINE/ /
/ 15,300 SIF /°° o - 12"
/ 0.35 AC / : j / PINE
` \ Q LOT 104 ate`\\ �\\ i _ F �, O �/ I
/ s.o PROP. STREET TREE(TYP.) / 4 o /� 15,300 SF J \ \, I G' �ti� COMMON AREA #1� - GUM
0.35 AC I ./ _ - _ • O 30.76 AC.
/ 1 E y _ \ O O / G 4��' N CARD
\\ PINE I / �` \ 16" I GUM ♦♦♦♦♦O�� �E••S�O�����' ♦♦♦O�. ..........
O / J 2" i . _ O O GUM �\ � 14" �••'Q�� �9•;Y �;• THE ISAACS �I� ��
/ GROUP, C.
PROP. 10'X70' \\ 4 % / PINE /1`` `\. -` / u / u �00 // If 1 GUM _ SEAL < - -n ; ENGINEERING & •:
/ SIGHT ESMT (TYP.) 22so \ / = = 0 U G v O 24" 026462 :' ` ��:ENO. CUR 069 SURVEYING.-
u
. o' � / v - - GUM/ �` I it • p, • �� ,n: •' '`�
0 LOT 86 ° s� ° 4l l _ .. _ O O O \ \ 16" I ••��........
��• ♦♦ . Q
£ LOT 103 I _ i y ♦ �i q
P 19,157 SF / / / I O I �P♦
W 0.44 AC / / J W sKARON KARO McwNls �\ i O ♦ i ) O
4 15,300 SF - _ _ I G ♦ I F ('
. � Q I i OAK I �
3 \ PROP. 35'X35' / / / 0.35 AC `� _ _ _ � ' DEED Bo20460P1G9102 '���%IIIBI111����` /� �i Av `���
� b c, SIGHT ESMT (TYP.) / a / _ _ _ ZOI IN R-20 F�F 8.. /
N PR 1g$0p` �` �2,5 / o �a - _ ® � O \ v O O z GUM // - / Digitally signed by Anthony
SCORNER l - - O O O �� B. P.E.
Z 24" Cowan,
SD /l l f . ,\ O ® _ ' , _ GUM
A//� Date: 2024.02.09
2�0p O O ,O v O \ 14 I \ / ID 13:37:50-05'00'
_ O \ S oN�E-�X GUM
Pu �� PROP. TYPE 1 MODIFIED HC RAMP / i _ - - i �\ O \ YR-/FL D IN )
(SEE DETAIL SHT. C7.2) (TYP.) \ \ \ l
Project:
LOT102 - - Ova Ova McBRIDE SUBDIVISION
.200 15,300 SIF _ _ O O�EMA A ONE1A O :::.' ::;:.:.`:""
IN / \ \ 0.35 AC °' ` _ ,,�� - _ _ O 100\\ FLoRING O Oi ` :`:`A.:`y HEMBY BRIDGE, NORTH CAROLINA
` f: Title:
:...'
�2S B SS 3y,
PROP. SILT Q I - O /� SITE PLAN
RIVe °° > FENCE/TREE \\ o .;
l FRS/ E I / / 1-_
PROTECTION�� \ `
/ PROP. STOP .' 20155 S-SP.DWG
FENCING / '' NO. BY DATE REVISION `:<:rrx.`.::...:.: .::.::.:: File #. Date: 10/19/22 Project Egr. ABC
/ SIGN W/STOP \ '�`u
BAR (TYP) 1 . 5 1 AEN 8/18/23 PER REVIEW COMMENTS = Design By. ABC
O>>
LOT $7 SG C 1 . / GRAPHIC SCALE 2 JAB 01/02/24 PER REVIEW COMMENTS AA O Drawn By. AEN
/ \` 10 387ACF �I o / 15�00 0SF \\\ \\ / 4 - - 40 0 20 40 80 3 ABC 02/09/24 ADJUSTED SILT/TREE FENCING CIVIL ENGINEERING DESIGN AND SURVEYING Scale:
/ 23 + / J 8720 RED OAK BOULEVARD, SUITE 420
/ °•oo m a // / 0.35 AC CHARLOTTE, N.C. 28217 C1 .5
/ / 5 1 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.5,2/9/2024 12:24:42 PM,bcowan,1:1

LANDSCAPE AND URBAN FORESTRY NOTES
CLUSTER BOX UNIT(CBU)
FINAL SELECTION OF SPECIES SUBJECT TO AVAILABILITY AND 1. CALL FOR ON-SITE INSPECTION BY URBAN FORESTER OF TREE BARRIER (TREE FENCE) BEFORE TREE -ANCHORING METHODS- CLUSTER BOX UNIT CBU
MAY BE CHANGED PENDING APPROVAL OF THE URBAN REMOVAL, SCRAPING, GRADING, GRUBBING, OR ANY OTHER WORK REQUIRING A NCDEQ SOIL AND EROSION (CBU)
CONTROL PERMIT. -CONCRETE PAD SPECIFICATIONS-
FORESTER. INSTALLER MUST SUBMIT A CODE COMPLIANT CBU's must be level and mounted firmly in concrete, using one of the following -ANCHORING METHODS-
PLANTING PLAN & SCHEDULE TO THE URBAN FORESTER FOR TREE & SHRUB LEGEND: 2. CALL FOR ON-SITE INSPECTION BY URBAN FORESTER KEITH O'HERRIN (704-283-3510) OF TREE STOCK methods.
REVIEW AND APPROVAL PRIOR TO INSTALLATION. QUALITY BEFORE TREE PLANTING BEGINS.
1. The J-bolt method is the preferred method of installation of CBI on concrete pads;
LOCATION QTY. CALIPER* HEIGHT* COMMENTS 3. TREES PLANTED TOO DEEP OR OTHERWISE PLANTED INCORRECTLY WILL BE REJECTED. THE TRUNK FLARE however, the J-bolt pattern must be accurate with the CBU pedestal plate. when The following documents are the only USPS approved specifications for pouring
STREET TREES SHOULD BE FIVE DIFFERENT SPECIES, MUST BE VISIBLE AND LOCATED 2 INCHES ABOVE GRADE, NEVER BELOW GRADE. using J-bolts, in order to prevent any damage or accidents that could result from the concrete pads for the anchoring of CBU's.
NOT JUST ONE SPECIES. SEE SHEET C1.7 exposed bolts, consideration should be given as to the time lapse between pouring
STREET TREE 4. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION the concrete and the actual installation. Expansion anchors must be installed in CONCRETE SPECIFICATIONS FOR SINGLE UNIT CONCRETE PAD
ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED accordance with the manufacturer's instructions.
CONSIDER THE FOLLOWING SPECIES: SUGAR MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY. CONCRETE SPECIFICATIONS FOR MULTIPLE UNIT CONCRETE PAD
HACKBERRY KATSURA TREE TURKISH FILBERT GIANT � PARKING LOT TREE 13 2" MIN. 6 FT. MIN. SHADE 2. The use of anchor bolts for the installation of CBU's on concrete pads is also
' 5. NO TREES ARE PROPOSED TO BE REMOVED FROM THE TREE SAVE AREA; THEREFORE MITIGATION IS NOT acceptable as long as the methods described below are followed. ANCHORING METHODS FOR CENTRALIZED Box UNITS(CBU)
DOGWOOD, LACEBARK ELM, EUROPEAN HORNBEAM, NEEDED.
RIVER BIRCH, HONEYLOCUST, RED RAGE BLACK GUM, SHRUBS 92 N/A 18" MIN. SCREEN a. HiltiKwik bolt 11, V2"diameter X5-112"overall length CBU's must be installed approximately one week prior to customer occupancy.
6. TREE SAVE AREAS ARE IDENTIFIED ON THE PLANS WITH WITH HATCHING. Catalog Number: 000-453-696, KB 11 12-512
SCARLET OAK, CATALPA, EASTERN RED CEDAR, EMERALD Stainless Steel Catalog Number: 000-454-744 CBI must not be installed until the local USPS representative has conducted an on-
CITY TULIPTREE, AND RED HORSECHESTNUT. * MINIMUM MEASUREMENTS AT PLANTING 7. TREES HAVE BEEN LOCATED BY SURVEY. TREE SIZE, SPECIES, AND DRIP LINES, DRAWN AT 1' PER 1" OF Minimum embedment in concrete must be no less than3-112" site visit to ensure compliance with the official specifications. Contact the local
DBH, ARE SHOWN ON THE PLANS. USPS representative to have the pads inspected prior to pouring the concrete.
b. ITVU Ramset Redhead Trublot,galvanized, 112"diameter X 7"overall length
8. TREE SAVE AREAS LOCATED IN COS ARE RESTRICTED FROM DISTURBANCE AND MUST BE DELINEATED ON CBU's must be installed facing the correct direction. CBU's installed on concrete
THE FINAL RECORDED PLAT AS "TO REMAIN UNDISTURBED IN PERPETUITY" c. Rawl Stud, 1/2"dI meterX 5 112"overall length,galvanized. pads poured behind the sidewalk should face the sidewalk. CBU's installed on
Catalog Number: 7324 concrete pads located in landscape strips between the curb and the sidewalk should
9. NO TREE SAVE AREAS ARE LOCATED IN LOTS Minimum embedment in concrete must be no less than 4" face the sidewalk_ Do not install CBU facing the curb or street-causing the carrier
12 42' and the customer to stand in the street to deliver or retrieve mail.
o - CBU's should not be installed so close to an intersection or traffic lane that they block
6 7.50' visibility for approaching traffic or could be struck by a passing motor vehicle.
OP. .5' i PLANT SELECTION AND INSTALLATION:
VE CAL UR 000 ' CLUSTER BOX UNIT (CBU) CBU's should not be located on dead-end streets where there is no safe turnaround
�.50' �B 1. TREES AND PLANTS SELECTED FOR REQUIRED LANDSCAPE AREAS MUST BE WELL-SUITED TO THE CLIMATE AND ON-SITE -CONCRETE PAD REQUIREMENTS- for Postal delivery vehicles.
PR . LE L L DIN 0000
SOIL CONDITIONS. TREE AND PLANT SPECIES USED TO SATISFY THE MINIMUM REQUIREMENTS OF THIS ARTICLE MUST B
IT DIET CTA E o o I RATED FOR SURVIVAL IN USDA PLANT HARDINESS ZONE 7B. -ALL FREE STANDING PADS MUST BE 8"THICK- Notify your local USPS representative immediately upon completion of the CBU
o installation so that we can install the arrow lock and secure the unit.
CD
! 2. TREES AND PLANT MATERIAL MUST COMPLY WITH THE SPECIFICATIONS FOUND IN AMERICAN STAND-ARDS FOR NURSE Y 1 UNIT SINGLE PAD 4'X4'
Q ��i 2 UNITS DOUBLE PAD 4'X 7' All CBU compartment keys will be distributed by the builderldeve lope r at the time of
o 00� STOCK (ANSI Z60.1). move in. The local USPS representative needs to be contacted by the
6"-0" CURB TRANSITION 3 UNITS TRIPLE PAD 4'X 1 ' builder/developer for the box address assignments. Each homeowner should receive
7.00'
OVER 7'-0" 3. ALL REQUIRED LANDSCAPING MUST BE INSTALLED IN CONFORMANCE WITH THE PRACTICES AND PROCEDURES 4 UNITS QUAD PAD 4'X 73' a copy of the Mode of Delivery Agreement at the time of move in.
ESTABLISHED BY THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) AS ***WHEN PLACING A PARCEL LOCKER AT ANY CBU LOCATION, Any deviations from the USPS designated location of the CBU must not occur without
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. INCREASE THE PAD SIZE BY AN ADDITIONAL i PROP. CONC PAD FOR i first receiving authorization from the local USP5 representative.
o ; CLUSTER MAILBOX UNITS
PROP. WHEEL d 4. REQUIRED LANDSCAPING MUST BE INSTALLED IN ACCORDANCE WITH THE LANDSCAPE PLAN APPROVED PURSUANT TO
STOPS (TYP.) 19 10 SECTION 55.110.
a h USPS APPROVED MANUFACTURERS OF
PROP. CONC PAD FOR 4 5. ALL LANDSCAPED AREAS ADJACENT TO PARKING, DRIVEWAYS ARE ADJACENT TO PAVEMENT SHALL BE PROTECTED WITH CLUSTER BOX UNITS(CBUs)&WALL-MOUNTED CENTRALIZED MAIL RECEPTACLES
o CLUSTER MAILBOX UNITS
PROP. CLUSTER CURBS OR EQUIVALENT BARRIERS.
MAILBOX (5 TOTAL) Q
a o 6. TREES AND LANDSCAPING MUST BE LOCATED AND MAINTAINED SO AS NOT TO INTERFERE WITH UTILITIES, STREET USPS-STD-B-118F
PROP. CONC PAD FOR LIGHTING AND TRAFFIC CONTROL DEVICES.
i COMPANY ADDRESS I CITY I STATE IZIP IPHONE I WEB SITE I DESIGN TYPES
CLUSTER MAILBOX UNITS Aulh-Florence Manufacturing 693E Cmporule Dr. Menh.Han KE 66503-9675 800.275-5061 I www.a uth-flore n ee.eom Types,,i,,,ii&Iv
PARKING LOT - A m 7. THE PROPERTY OWNER IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF ALL REQUIRED LANDSCAPING AND
PLANTING CALCULATIONS PROP. WHEEL STOPS (TYP.) ( )SCREENING, IN ACCORDANCE WITH AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AS PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN
TOTAL LENGTH NO. OF NO. OF USPS STD-4B+
i STREETS OF SCREEN TREES READ. SHRUBS a
6"-0" CURB TRAN
7.50' 2 5' 8. FAILURE TO MAINTAIN LANDSCAPING IS A VIOLATION OF THIS ORDINANCE. COMPANY ADDRESS CITY STATE ZIP PHONE WEB SITE DESIGN TYPES
S1 LOW PROFILE SCREEN 223.74 5 56 ��� Amehnanoe neFnannrartnring 5935carpn..1.Dr_ Manhanan Ks 86503-9675 800.275-5061 www.auth-florence.com Ha nnlalnnitsnnly
OVER 7'-0" TREES
PARKING ISLAND N/A 1 4 American Eagle 30,7 Wheel Lock El Dallas TY. e5220-2944 214-350-5544 www.americaneaglemailb7x.com Honxuntal units only
ORNAMENTAL AND UNDERSTORY TREE SPECIES MUST HAVE A 2-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 6 FEET AT THE TIME
I Aulh-Florence Manufacturing 5935 Corporate Dr. ManhaHan KS 66503-9675 890.275-5061 WwW.a uth-flOrenCe.COm Horizontal&Vortical lJnils
AMENITY N/A 2 0 b OF PLANTING.
INLET A CLUSTER MAILBOX ENLARGMENT CD TOTAL ,
PO Box197 Landrum SC 29366-0167 600-334-11354 wWW.bommer.com Horizontal&Vartideunils
TOTAL 224 8 60 1.50' o r.,: CONIFERS OR EVERGREEN TREE SPECIES PLANTED MUST HAVE A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING. Jensen Industries 1946 E46th sr Los Angeles CA 90058-2096 800-235-8357 1 www.iensen-ir1d.COm Hnriznntal&Vorhde lJnds
(SCALE=1"=10') PR P. L EL LA ING I~ sarse"ryInd-In- 100Fasr62ndsl L-Angi,1- CA spool-lssa 800.923-3003 www.mailboxes.com H.n...talsVedirleunils
TH 00 PROP. 3' CURB ' �D CTAB 2 i o CANOPY TREE SPECIES MUST HAVE A 2.5-INCH MINIMUM CALIPER SIZE AND A MINIMUM HEIGHT OF 8 FEET AT THE TIME OF PLANTING E...rByMan"faetndng 8169 Main& cr.p..ine Tx Ts051-5535 a99-762-693v wwwseeuri manufaeturin .co -r m Hwitel&vedicleIII
. �� 6.00'
TRANSITION TO SIDEWALK 6"-0" CU B RNIN MAT GG i o
ATRANSITIO 2.0 O0 i SHRUBS. ORNAMENTAL GRASSES AND PERENNIALS
OVER 2'-0" SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS PLANTED MUST BE OF SUFFICIENT SIZE AND NUMBER TO MEET THE REQUIRED COVERAGE USPS-STD-4C
050' AND HEIGHT STANDARDS WITHIN 2 YEARS OF PLANTING.
I;N S A I - 12.50' COMPANY ADDRESS CITY STATE ZIP PHONE WEB SITE DESIGN TYPES
PROP. GRANDIOSE DRIVE ET GROUND COVER - (ORGANIC)
N PoslalPmductsUnlimlted 500 W Oklah"ma Ave Mileraukee WI 53207-2649 800.229�500 www.mailproducts.com Horizonta l
PROP. 2.0' VALLEY C/G ALL REQUIRED LANDSCAPE AREAS THAT ARE NOT PLANTED WITH TREES AND SHRUBS MUST BE PLANTED IN GROUND COVER PLANTS, WHICH
MAY INCLUDE GRASSES, IVIES, CREEPING BUSHES, MULCH (AS A GROUND COVER) MUST BE CONFINED TO AREAS UNDERNEATH TREES AND Notes: Buildings with permits dated on or after October 5th,2006 must have USPS-STD-4C receptacles.
PLANTS AND IS NOT AN ALLOWED SUBSTITUTE FOR GROUND COVER PLANTS
PROP. 5' SIDEWALK o26.0�' * II INLET B CLUSTER MAILBOX ENLARGMENT
(SCALE=1"=1 0') PARKING LOT PERIMETER SCREENING:
a a USPS APPROVED SPECIFICATIONS -CONCRETE PAD (SINGLE UNIT) ADDITIONAL INFORMATION ON
PROP. 50' R/W o 24.00' _ AN S1 TYPE SCREENING (LOW-PROFILE SCREEN) IS READ. FOR (All measurements are in inches) CLUSTER BOX UNITS(CBU)
- - - 0 5' UTILITY ESMT. N - -- - - I 100% THE LENGTH OF PARKING AREA VISIBLE FROM ANY STANDARDUNITSAVAILABLE-
o i-
�00 PUBLIC RIGHT OF WAY. .
I
I N S EY-B__ S1, LOW-PROFILE SCREEN - A MINIMUM WIDTH OF 10 -
- I C.O.S. I \ FEET WITH A HEDGEROW, DENSE PLANTING OF SHRUBS
I I \+ \ RESULTING IN A CONTINUOUS VISUAL BARRIER AT LEAST 3
i PROP. 1.5' °o -- -
YERTICAL CURB 1°° a B I \ FEET IN HEIGHT. AT INSTALLATION THE PLANTINGS MUST 24.00 24.00 SRCOM FINISH
\ \ BE A MIN. OF 18" AND REACH 3 FEET WITHIN 2 YEARS. IN MIN MIN -
} { + ADDITION, AT LEAST ONE TREE IS REQUIRED PER 50
J `�\ LINEAR FEET OF SCREEN. 4,00 Feaurypel Foeu Type n
^I 00 I + `� 4X 0.50 ANCHOR BOLTS, npnxunrc M E 12-t,axUnit
25.00' E SDE USE TEMPLATE TO ENSURE ALIGNMENT
1 2.00
S �
II RAMP y� F. INLET A OF + PARKING LOT INTERIOR LANDSCAPE:
I u ENLARGEMENT \ CHAMFER EDGES, IN LANDSCAPE AREAS,TOOL EDGES FLUSH WITH ADJOWING SURFACES
44.50 SHADE o U I C.O.S. �� INTERIOR PARKING LOT LANDSCAPING MUST PROVIDE 1
II O I TREE AND 4 SHRUBS PER 10 PARKING SPACES ��e ��� IN PAVED AREAS.
Iaoo, 24,00 � A
FL + MIN
I i � � i I \ � ONE LANDSCAPE ISLANDS IS REQUIRED PER 10 PARKING q p
SPACES. q IcsuType Iv
I > I PROP. SDE SDE q q
PLANTING � ' S� + ISLANDS MUST HAVE AN AREA OF 150 S.F. AND BE 8 FEET 10.00 13-boxUnit cau
PROP. S1, z
LOW-f�RO ILE1'7 I STRIP (TYP.) SOF ' F \+ WIDE $ t 5.00 1s-EoxUnit
O c� * \
O ' �+ q I
`SCR EN N STREET
OP o , I o ' PROP. 1.5' 24.00 q q
I C.O.S. > o I S VERTICAL CURB \+ MIN L��
\ LIGHT I �F \ SLOPE SURFACE 25 [INCH PER FOOT
4r D o N `+
f 1 I S0 ' PROP. ON ALL SIDES FOR DRAINAGE.
II (TYP.) F ' LANDSCAPE PARKING LOT - B
J o C.O.S. - - - S ISLAND
PLANTING CALCULATIONS
LOT 77 I O O Ln o -- --- _ _ _ _ _.PROP. TOTAL LENGTH NO. OF NO. OF ZCBU OUTLINE BUTYL RUBBER PAD
i O �? o r « STREIE STREETS OF SCREEN TREES READ. SHRUBS (WITH METAL PEDESTAL ONLY)
mil!I LIGHT I Locker Outdoor Parcel
v s� S1 LOW PROFILE SCREEN 162.5 FT 4 28 CBU PEDESTAL MATCH EXISTING GRADE IN
D I 5° - - - PARKING ISLAND N/A 1 4 PAVED AREAS
I PROP. 1.5' l PROP. S1, I v �� w F / 4X I�.50
10.00' O VERTICAL CURB - I LOW-PROFILE I o U TOTAL 163 FT 5 32 ANCHCR BOLTS SLOPE SURFACE .25 INCH PER FOOT
I _ PROP. I SCREEN I a_ U ON ALL SIDES FOR DRAINAGE
P�20P. LANDSCAPE U
I 18.50' 4X 4.50 MIN
_ 4 RODS ON 14.00 CENTERS MAXIMUM,
PLANTING ISLAND l Y (TYP.) o o PROP. S1, EACH WAY
STRIP (T�P.) i I LOT 42 I m + -
o LOW-PROFILE
I Q OPTIONAL COMPACT GRAVEL OR
:r:r.:r:.r.:r:r
i 00 SS I oo REEN .U: ..:::! :,:;: ::: ::'.':: CRUSHED STONE OMIT WHERE
I 10.0I' 25.00' nl rn" .....•...•.•...••..
DIMENSION NOTE "''" `'' r soup ROCK occuRs)
L \+ ALL DIMENSIONS SHOWN ARE MEASURED TO p<aaAa�g4"4p'' da q�a gpde qd a�'ae•
PROP. S1, I o e °eD°a°Q ° i°: dD° aiD° S.DO MIN MAXIMUM FROST DEPTH
II OW-PROFILE
a a e e° a 3°°a
- tf, REF. INLET B THE BACK OF CURB, UNLESS OTHERWISE a a:Hoopoe°;`aap".a�aa'a¢�$aPaaa°p°�`�'.
� b 4X 4.00
26.00' CREEN I ( 24.00' o o ENLARGEMENT �+ NOTED. 11111111/
8.00 MIN LNN' CARS���i, ♦♦�``�N tCAR�''�•,
CD C.O.S. ♦ '�N
I O PROP. a O 0 i
PROP. I ! ao OR WELL-COMPACTED FILL �� O •••FESS/•••• `1/
♦ O .•'• '•. �/ i
FIRM UNDISTURBED 501E ♦♦ C� • •••. / i� ♦♦ ..•••••.. �
10.0' PROP. GROUP,
I GATE PROP. I PROP. 1.5' PLANTING 3.00
I BENCH PLANTING I o a � I STRIP TYP. ADA SIGN SCHEDULE - �• e�SEAL�9 .9 � �• •.9 -
PROP. STRIP (TYP.) I VERTICAL CURB o SEE DETAIL SHEET C7.0. - _ THE ISAACS
BENCH I I 0 (TYP.) _ _ _n ENGINEERING & .
10 D SURVEYI
----------- - o am VAN ACCESSIBLE HANDICAPPED PARKING SIGN S 026462 0 rT� CLAN NG:0
(MUTCD R7-8, R7-8P, & CLDSM 50.10C) NOTES: �� _` 1 ; ..
C-1069•;
I PROP. DOG - ,Fj ��; �T
•.. GINE •.• Q-♦ � / ..
WASTE RECEPTACLE I + PROP. "NO PARKING ANY TIME" 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS, CONTAIN 4% MIN - 6% MAX ��,�� ... • �♦♦♦♦ ��,t",9 ••..•••. ••' c��♦♦♦
MENT
D BE
WITH A
MP IN
PROP. OPEN PLAY FIELD I S'S�o 1 00'
o1 I LIGHT STREET © (MUTCD R7-1) 2. RIEINFQTRCINNG TEELNRODS SHALLDCONF4RM3TOOA5TM A615LUORADE 6000RDANCE WITH ACI 301, �jl'01VY B ;�`�� �j��'�FO; Au;N���♦
C.O.S. o I 24 00' `iCton 3. ANCHOR BOLTS SHALL CONFORM TO ASTM Al 93, GRADE BBM, TYPE 316 STAINLESS STEEL.
6 II PROP. 5' UTILITYG50' R/
I Digitally signed by
0- _ LEGEND PD
Anthony B. Cowan, P.E.
PROP. DOG PARK WITH I • o o - PROP. UTILITY ESMT. Date: 2024.01.07
I 4' HIGH BLACK PROP. 5' SIDEW�4LK 4 ° ° 11:40:03-051001
I ALUMINUM DECORATIVE I °� 1 .5 � o o ,� p o ° o PROP. SIDEWALK
FENCE AND GATE, DOG PROP. 3' CURB o o o° PROP. STORM DRAINAGE PIPE
r 26.00
FINAL DRAWING
WASTE RECEPTACLE TRANSITION TO SIDEWALK I +�
AND 2 BENCHES I PROP. TREE SAVE AREA Project:
PROP. 2.0' VALLEY C/G PROP. STREET LIGHT FOR REVIEW PURPOSES ONLY M c B RIDE SUBDIVISION
I PROP. 3' CURB TPF ORANGE TREE PROTECTION FENCE NORTH CAROLINA
74.00' I TRANSITION TO SIDEWALK GRAPHIC SCALE HEMBY BRIDGE,
I I PROP. GRANDIOSE DRIVE
ORANGE TREE PROTECTION 10 0 5 10 20 Title:FENCE & SILT FENCE MAILBOX KIOSK & AMENITY
MINIM MINIM MINIM iiiiiiiimllllllll
f".;1.
LANDSCAPE PLAN
SILT FENCE
1 INCH = 10 FEET
J
- I PROP. 2.0' VALLEY C/G
- EXIST. TREE LINE `.;:;::
NO. BY DATE REVISION a.: :::: File #:20155-S-Si Date: 10/19/22 Project Egr: ABC
- PROP. TREE LINE 1 AEN 8/18/23 PER REVIEW COMMENTS _ 0 Design By. ABC
PARKING LOT - A PARKING LOT B 2 JAB 01 02 24 PER REVIEW COMMENTS ":1
/ / :'::; S A A CS O Drawn By. AEN
CLUSTER MAILBOX LAYOUT & AMENITY PLAN CLUSTER MAILBOX LAYOUT PLAN CIVIL ENGINEERING DESIGN AND SURVEYING C
Scale: 1"=10'
INSET B: SCALE=1"=20') 8720 RED OAK BOULEVARD, SUITE 420
..............
(INSET A: SCALE=1"=20') (
CHARLOTTE, N.C. 28217 C1 .6
PHONE (704) 527-3440 FAX (704) 527-8335

PROP. STREET LIGHT (TYP.)
W ALTERNATING ON BOTH SIDES OF THE ROAD W *-ORDINANCE CALLS FOR TREES PROVIDED AT THE EQUIVALENT OF NOT MORE THAN FIFTY (50) FEET APART ALONG
7,5 PER UNION COUNTY UDO. 5' K ALL FRONTAGES OF ALL LOTS. IN CASE OF A CORNER LOT, ONE (1) TREE SHALL BE PROVIDED FOR THE FIRST ONE
t5 �: �: U HUNDRED (100) FEET OF THE LONGEST FRONTAGE, THEN ONE (1) TREE PER FIFTY (50) FEET THEREAFTER.
w W PROP. STREET TREE (TYP.)
5' 5' SPACE 50' O.C. (MAX.)
a50' WIDE LOCAL RESIDENTIAL ROW zi a 15' MAX. BEHIND R/W TREE LEGEND:
a o 13' 20' (LOCAL) 13 LOCATION QTY. CALIPER HEIGHT COMMENTS
5' 2' 24' (COLLECTOR) 2' 5' O / - J
W 8' CAL 8' LOCAL // ,°
0. 6' c LECT R s' COLLECTOR / ° STREET TREE 2 2 MIN. 6 MIN.
PROP. 4"THIC 6' WIDE 2'-0" VALLEY GUTTER /
tiq 1. SHADE, LARGE MATURING TREE
CONC. DEWALK 2. CHOOSE 3 SPECIES IN LIST BELOW
,X4.X 1. SHADE, SMALL MATURING TREE
, o '/ � PROP. 12' SETBACK v\ � NCDOT TREE 13 2" MIN. 6' MIN. 2 CHOOSE 2 SPECIES IN LIST BELOW
AROUND THE SIDE \
�- PERIMETER ��� MINIMUM MEASUREMENTS AT PLANTING
25' SETBACK A :�:
STORM SEWER WATER TAP i a p w // \ P
(DEPTH VARIES — 2' MIN COVER) a o / „q�• \ QD
P F -
5.0' SEWER TAP SANITARY SEWER z o // PROP. STREET / \ �C —
z w o w s SEE UTILITY PLANS FOR DEPTH —
o W o� k o a \ / LIGHT (TYP.)
8 J 8 // PROP. STREAM �'� \T \� _— FINAL SELECTION OF SPECIES SUBJECT TO AVAILABILITY AND
3 now NZ RESIDENTIAL STREET WITH 50' BUFFER n O� \0 \A _ - - MAY BE CHANGED PENDING APPROVAL OF URBAN FORESTER.
Z Z TYPICAL ROAD X-SECTION N °NZ / / \� `\
z CNNy�� ,_— INSTALLER MUST SUBMIT A CODE COMPLIANT PLANTING PLAN &
N (PROP. SPEED LIMIT = 25 MPH) 0 / LOT 1 \�o� `. TO URBAN FORESTER FOR APPROVAL PRIOR TO INSTALLATION.
\9j �. MONUMENT SIGN AND ASSOCIATED
OAK dL L / / LOT vFo ` �� LANDSCAPING WILL BE SUBMITTED STREET TREES SHOULD BE A MIX OF FIVE DIFFERENT
STREET FRONTAGE LANDSCAPING CROSS SECTION i ❑ / °° �' �� SEPARATELY FOR APPROVAL SPECIES NOT JUST ONE SPECIES.
36" �� 32" �y ��1
NOT TO SCALE / ,' LOT ,OAK oAK 40"
1�
i� 2" / 39" OAK ��;�� ONSIDER THE FOLLOWING SPECIES FOR:
HICKORY °� �� °
LANDSCAPE AND URBAN FORESTRY NOTES SIL 1 &y TREE -' / LOT 3 F F °°° OAK/ i. REF. SHEET RGE MATURING TREES: SUGAR HACKBERRY, KATSURA
ROTECTICIN ENCE - / LOT -vx / C1.6 TREE, TURKISH FILBERT, GIANT DOGWOOD, LACEBARK
12' 1 C, LM EUROPEAN HORNBEAM RIVER BIRCH
1. CALL FOR ON-SITE INSPECTION BY URBAN FORESTER OF TREE BARRIER (TREE FENCE) BEFORE TREE MAPLE, 1 / / ��' O J `• �. ,
REMOVAL, SCRAPING, GRADING, GRUBBING, OR ANY OTHER WORK REQUIRING A NCDEQ SOIL AND EROSION ° 5>> I LOT 3 �O LOT ONEYLOCUST, RED RAGE BLACK GUM, SCARLET OAK,
CONTROL PERMIT. ° 15„ OAK /�� sOE - �� �s �°o.o� CATALPA, EASTERN RED CEDAR EMERALD CITY
OAK i i' °F ° LOT `� \ ���� >
2. CALL FOR ON-SITE INSPECTION BY URBAN FORESTER KEITH O'HERRIN (704-283-3510) OF TREE STOCK 1 \ o °ti ULIPTREE, AND RED HORSECHESTNUT.
QUALITY BEFORE TREE PLANTING BEGINS. °E 42"
U� .s "-� �I ° vy ° ��o MALL MATURING TREES: 20' HIGH OR LESS
3. TREES PLANTED TOO DEEP OR OTHERWISE PLANTED INCORRECTLY WILL BE REJECTED. THE TRUNK FLARE , ( )
��- LOT / s HINESE REDBUD, CREPE MYRTLE, STAR MAGNOLIA
MUST BE VISIBLE AND LOCATED 2 INCHES ABOVE GRADE, NEVER BELOW GRADE. , - - O \ � o s
4. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION I i !I'W / LOT 3 / �` \\ ` °�° ° SITE TEMP BENCHMARK
1 LOT #4 REBAR W/CAP
ZONES ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED �� ems' / / LOT 5 \ ELEV:671,57'
MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY. PROP. STREET / ' 1 \\
�` N:500757.25
LIGHT (TYP.) ,' , j ° �/ \\� F o �� E:1509653,57 STREET TREE CALCULATIONS
5. NO TREES ARE PROPOSED TO BE REMOVED FROM THE TREE SAVE AREA; THEREFORE MITIGATION IS NOT
NEEDED. 8" , i )T 3 0 o LOT 6 / . / LOT 7 + \\\ \ STREETS LENGTH (FT) NO. OF NO. OF
OAK 7 / 1 j' 0 c° \ 6 TREES REQD.* TREES PROVIDED.**
6. TREE SAVE AREAS ARE IDENTIFIED ON THE PLANS WITH WITH HATCHING. —�, ' / °� + \ o S TREES ALONG IDLEWILD SHALL BE
UNDERSTORY DUE TO POWER LINE GRANDIOSE 3,906 157 139
7. TREES HAVE BEEN LOCATED BY SURVEY. TREE SIZE, SPECIES, AND DRIP LINES, DRAWN AT 1' PER 1" OF 3" '�'� `�� // / S0E 000 \� SILVER CANOE 470 19 10 NOTE:
DBH, ARE SHOWN ON THE PLANS. GUM � 1 Du £E °\ GENTLE RAIN 1,025 41 24 SOME TREE SPACING MAY BE
1 / ' SILT &TREE \ MORE OR LESS THAN 50 FT
8. TREE SAVE AREAS LOCATED IN COS ARE RESTRICTED FROM DISTURBANCE AND MUST BE DELINEATED ON 1 �. \ STARDUST 1,376 56 50
THE FINAL RECORDED PLAT AS "TO REMAIN UNDISTURBED IN PERPETUITY" I / LOT 3 O / PROTE TION FEN E O \ DUE TO CONFLICTS WITH UNION
' LOT 4 �\ °�� TOTAL INTERIOR 6,777 273 223 COUNTY PUBLIC WORK READ.
,' _ / ,� O° \ \� SERVICE LATERAL LOCATIONS,
9. NO TREE SAVE AREAS ARE LOCATED IN LOTS . f E �/ \ `� \ IDELWILD 1,265 26 22 DRIVEWAYS, AND SIGHT
OAK
LOT 2 + Oy OVERALL TOTAL 8,042 299 245 TRIANGLES.
i LOT 8
LOT 7 O � r
' l ' X \ * NUMBER ACCOUNTS FOR BOTH SIDES OF THE ROAD
0 0 o LQ o 0 0 15" REF� ET � / � ° SIL � REE .o\
o°0 o4O°oQO°O4O°o° MAPLE l �o\ o (WITHOUT ANY CONSIDERATIONS)
0 0 0 0 0 /o� o 0 0 4 _I C1.6 LOT a P TION NCE ��\ y�
O°O°O°O°O°0° `10°O°O°O
0 0 0 0 0 0 0°0 0 0 o MAPLE / i ° LOT / LOT 7 ° �� ** NUMBER ACCOUNTS FOR BOTH SIDES OF THE
°O°O°O o°O°O°O o�°O°O°O 12" LOT 2 o FV
0 0 0 0 0 o O o c o O o / O ROAD, INTERSECTIONS, CORNERS AND
0 0 0 o U o 0 o U o o ° PROP. STREAM OAK ° CUL-DE-SACS
0 0 0 0 0� 0 0 0 0� o O o i Lu °� �
o0O0O000O0OUO°o0o00�O°O6o WITH 50' BUFFER 3"
oO°O°OoOS?o°O°00000°o°o CHE MAPLE ��•� ' ,� LOT 3
O O O O v 0 0 0 O� O O LOT 1 LOT 7
OOO°O Iwo°O°O°O_O°O° �'t LOT ° LOT FLOOD PLAIN LEGEND
°0°b `�O°O°O°O O°O V 1 1 45" �� c + o
o �o 0 0 0 o O 18" MAPLE ° ��
o0O�o o0-0O0O0o0o0 1 �_ / o S LOT
O Q Q O Gv o o PINE 1 1 LOT 2 O O
°oho O°o°o"0000 � A ° � � /� O O ° FEMA - . . � .
0 0 �0°0UO°o ' LOT LOT 1 LOT 7 O O / \ �° FLOODWAY ' • : WETLANDS
0000 RD O O ti O /- / LOT
p o �c 0 O A 24" W i \
NU�Oo NUNU0 OAK NUM �� 1 1 ��� SDE oo S \ 0°0°0°0°
o �o o �o 0 0 1 a" 30" LOT S D Py 0 0 0 o FEMA FEMA
0 0 0 0 0 o m o 0 0 0
oOo a oOoOo PINE OAK (o EXIST I N WITH No / o 0 0 0 100YR FLOOD 500YR FLOOD
00' O o�O°o o 5 PINE ' , 1 LOT / BUFFE
oO �o oWoOo 20" ti° .� o LOT 9
TREE SAVE (NOT IN FLOOD PLAIN OR BUFFER)
oUoUeOoo�oo°°oU 12" GUM OAK--- � � � / o o LOT 1 8 �
O4Obo O ,o ,o�� /� 18" PINE 24„ o /,' �. LOT o ° S T
0 0 OAK
5 9 8 TEE °000° o�6 PINE ��\ 37" oAK LOT o LOT 1 7T \ AREA OF REGULATED FLOOD PLAIN &
0 0 KK, o O4 �HK i� LOT y
O
A °�, ��G 24 26" � � ° � O RIPARIAN BUFFER =673,365 S.F. 15.46 AC.
O O o oAK -o LOT 6
Q Q° 8„ OAK a o / A °
O°o°0 0 O Oho OAK s 25" OAK 0 /' ,' LOT SDE LOT 1 S LOT 8
° s o LOT 7 LOT 1 6 \
°OOoOo CL ��� o�O 6 SDE
O O -,. O• GUM o �j LEGEND
` O O O O . " - .-� "
N4 2' 7"E o 14" <. � O4 � 00 � LOT 1 00 18' 15„ o
,o
`'o°o°o°o- © ;3 0 o d � � F- �LEV EXISTING CONTOUR
° LOT 8 PINE PINE o WE
O°O°O-O U 50o TEE oa - • • pU GUM <foAK o 1 LOT LOT 1 5 PROP. PRIVATE STORM EASEMENT
U°°��O°O°OUO o dbA0v °o 0 1 �� 20" PINE �� EXISTING CATCH BASIN OUTSIDE PUBLIC ROAD R/W
oOo0o0o0 ooO - 1�aa << 9 0 �'i / LOT LOT 6 a
0 0 0 0 0 0 a o �� - o° \ � ° ° 4" OAK EXISTING GAS LINE
000000000°0°0 / `. `•'. ©�o�U � ;-,i�c4,� PINE •, EXISTING FIBER OPTIC CABLE FPE FLOOD PROTECTION ELEVATION
_00000OO°000 "O' © °0 12" GUM `12" ROP. STR �'�. 24" PINE FO C
�. '.+ o o o LOT 1 4 2„ PROP. STREET LIGHT
°O°O°000°O°0° {$ JGUM -�[_; /
�� " - p 01 �W LIGHT (T ) O 3" — — EXISTING STORM DRAINAGE PIPE
0 0000000000 0 "�". . 4 0 o Sr o LOT E 0 o PINE
O O O O o ,a o a�O Q q G� g o, / PINE b PROP. PUBLIC STORM DRAIN
0 0 0 0 0 0,�' O O O o 7 LOT 1 ° o EXISTING CREEK
c=c , o o O PCCE POST CONSTRUCTION CONTROL EASEMENT
oo°0`�000`'o �� � L72• � o �� o o� ® o- �� Q "o� / � o ���
0 o O o - o o -O" o a - S /
0 0 0 0 0 0 'o" �E o�oUO. o c r . c E LOT FOR BMP MAINTENANCE
0 0 0 0 0 0 �'L11 �N"" ° q+ O ° S EXISTING MANHOLE
� ob o o�� © o � a c� LOT 5 O � ARE � LOT 1 3
0 0 o� o o o O b. fl b ��c Q �. .
/ o 0 0 0 '. "QO, � o o a d b.Q I / o LOT ���� � �\ ��. SS EXISTING SEWER LINE —�F ORANGE TREE PROTECTION FENCE
0 0 oOo 0 0 oUtO p W O LOT
/ o 0 0 0 0 0 o 0 0 o�SS q C
000000000000 54 0 '3 .' °��°� ��'� °O0��UG2pa ��q�*d I LOT 1 ` W EXISTING WATER LINE -�� ORANGE TREE PROTECTION FENCE & SILT FENCE
o O O O o o A Oo b o 0 0 0 .q ) a
0000°o°0000 0' /E �:' O O��,°�o o° =o"�a�o= iC o=' 0 �° o z OE EXISTING ELECTRIC LINE SILT FENCE
/ o 0 0 0 0 / o� L m o © o ado i� / LOT O LOT 1 2� o o \
O°O°O°O O°o >'.� .' ° ° o'000 O 'ova o ° O o ° 100 YR. FLOOD LINE
/ o o o o o Qo o �o � d i a o o PROP. TREET
0 0 0 0 0 0 0 �i•`''tZ � o�'�. o v� ° � LOT 6 � �" � �� HIGH HAZARD SILT FENCE
z o 0 0 o O o �� W ^ I LOT / O
o b.¢Q Q SDE LIGH TYP. O 500 YR. FLOODLINE
0 0 0 0 0 0 ', �o ��9� C Ut' LOT 1 a ( )
000000Uouoo�0 ^°�ooiogP :4.� 4 ��4'� I SDE LOT �� �� PROP. STORM DRAINAGE ESMT.
0 0 o e°o " <; a o• :o LOT 1 11 EXIST. TREE LINE
o°o°o° `°o°0000 �� a�o�o��o�U=a°� 1 � I �° � �� PROP. UTILITY ESMT.
o O O°O O o o �' �a o o © e o. © a W PROP. TREE LINE
o OT O O o 0 0 0 X.© o. U a
0 0 0� o 0 o O- O .cam fl ca a3 Q I I LOT 5 � . S° S /: LOT a SILT & EE / 0 PROP. SIDEWALK ��
0000O0o0O0O00° q� �'1� '. O�Qd c��b. b, I LOT 1 F LOT 1 / 0 s PROTECTION�FENCE/
0 0 0 0 0 o��N "b,� q s ,U� S° LOT 8 ° PROP. STORM DRAINAGE PIPE
i OOOUOOOOOOOUOOO :' s �b�.� ° 0° o / LOT 1 0
i 00000°00000� 0°00 ° _ 2� a :;J o i� I PROP. WETPOND A o ° 0 PROP. COMMON OPEN SPACE (C.O.S.)
0 0 0 0 0 oU o -�- o O \ 0 PROP. TREE SAVE AREA
oOoo°O°O°OO°o°o � E:jO o° I BMP #1 1 LOT 5 °
°O O°00000 0 00000 �r..i .�." q ok, O ° LOT LOT
o O o o 0 0 o W e I O LOT
i o 0 0 0� o 0 o O tE0 U s o o/ o 0 0 0 0 0�o o
o°O°ooO°O°O°OOo° m 0 W o O
/ o OUo 0 0 /O 6
/ OOOOO°Oo0°0�o°0 6� -
i o OO'O°O°O°u Uo°o odiW@o ° LOT 61 �' O° o
/ O o oO o o d \ LOT / / DRIP LINE = ROOT
oO'o 0 0 "o �' .W �
o°-000 Uo°O000 °� 1 Oo / LOT o / PROTECTION ZONE TYP.
/ 00°0000� O°0000� " �� ° \ 1' RADIUS PER DIA. @ ����Y � � � OT 5 (TYP.) 1111111
o O OOO O o OOo o �b 0 ♦ CA I ♦ CAR /
LINE TABLE Oo0OO0000000°o Oo ��� �Vo A c,�' o V BREAST HT. ♦ i ♦ i
0 0 _O O o ono J / ♦ �
LINE 000OoUO°o0o00� O°o �� �� o A OF � LOT / PINE / �♦♦ �� .•'FESS�'•.. ti ��� ♦♦ •'•. �i�
# LENGTH DIRECTION O p O
o OUO O O OUO o 4 0 '• "9 i
O O O o 0 0 0 �� F \/ OT 5 O + LOT / ���Q� ti9<9 ?; THE ISAACS t•
L11 25,96' N39°52'41"W oU-0 0o0OU O°000 A OT 5 OT 5 O n /1 / i L GROUP, P.C. L
U o 0 o OU o 0 0m V A DE O OT 5
�00 0o0��O°o0o0 d S + \� 28" OAK / _ SEAL _ _n ENGINEERING & •
L12 20,22' N56°29'47"W �NUOUOUOU oUOUOUO� N E SDE SDE �� O / , — 1 026462 ern ;LAND SURVEYING!
o O OU o O O OU o U OP. SAND L i
o O O O o o O o o nn c, DE DE ,S LOT 9 1 o w /� \
N0. C-1069
0 0�0 0 0 0�0 1 �� M ° 0 -TER °� a � / ��
CURVE TABLE o o 0 0 0 �° / o Q SD S o o z •.•�
oU O o 0 000 o _ / E P #2 ��� w o / R13.00- �i� oNGINE� • Q ♦� �i ///ll �, ♦�
O O O O ^ O O �° SIDE �I •••••••••••' ♦ I L" ••• •'
CURVE # LENGTH RADIUS CHORD BEARING DELTA ooOoo0o0Ooo0oc gN/ Ci�� o / ( 1 /�4 1 CHERRY
���p O �♦ :��T O �♦
O o 0 0�o c �� �`� G A \ i O / 18" OAK S.00• �I; NY B• �' ��� �I �OF A�����♦
o u O ° Q C ° /
C3 67,50' 1058,64' 67,48' S40°29'35"E 3,6530 O O O12" ��111111111 ��/11111111�
LOT
O 00�O'KE��O�. 00�31" 38„ 40" 48„ 2„ / /
O O Y O O U o OAK Jdl OAK UM O / 18" OAK /
C4 50.89' 5194.38' 50.89' S36°13'14"E 0.5613 O o U 'do o O �o O OAK OAK ^GM•- o �� oo / MAPLE �� Digitally Signed by
O '�O O O`�^ O O� O O O O O O O O O 14"�- O O
000 /�°o°000UO°oo 0 oo0o0aoo0o00�0000000�0 00 00� ° �°u OUR _o_ 2 /
0 0' O O O O O O O O O o o o 0 0�0 0 0 0�0 0 0 �� �o�0 0 0 ° a" 2 / A�" cuM �0 ��
O O O O� O O O� O O O O�O O O O O O� 27' O O O ° a i _ Anthony B. Cowan, P.E.
o o00000000000 o o_ O o 0 o o o;� . . .. �;' �- LOT 4
OAK O O HICKORY 2 s 0 5 OAK S 1 /
O� O ``_�C O O O`AO O G O O�O Q
0 0 0 o O o 0 0 o 0 o O o o o 0 0 0 0 12" 0_1-0-
0 o, ( O \ 1 1 Date- 2024.02.09
O OUO O O OHO O O O O O O O O ��. `i O�S� �-r0 GUM ��O / 1�" (;iiM G� I , ,
O O O O O O O O O O O O O� .• �"O O O
U O O O O"O O O O O O O O O O •. 2" O O a�� 13:37:30-05 00
o 0 o O0o 0 0 6 o 0 0 oUO oFF�pp .'. o 0 4" cliM
/ OHG` O O G` O O� o G`�O O O G` U D' " �. " O / �16" TRI—OAK O
O O O O`�O O O .9 O O O"O O O - +�. +� �+ "tAtiosoa,�= •�• +% O O O
o O O� O O�O O O O O �.� ti�,�o» y �O GUM 0��� O o o 8" GUM A ,1
O O O O O �O o OHO o o O� -0 o�� o O "' 2" O O O O
O O OU o o o OU O O O o o O O o o� �'. . i` o O o o O � \ V LOT o 0 27" ELM
° O ° ° O O s O ° ° O_0 OU ° ° ° ° �� °A; ° O GUM ° ° /y_ ° ° �� TREE PROTECTION DIAGRAM
i o 0 oU O o 0 oU O o o 0 0 -� -/ o o o U o o v� o o c o 0 0� o o A 1
0 0 o O o 0 o O o o O o 0 0° " o 0 oU O o 0 o O o OU o s" o o o O� /
V / O O O O O O O O O O =S, Y O O O O O O O O O O 1 O O O �R*JRE�J � O � � � � � 13" GUM
O°O000a�0000000�0000 o 0 0���� oOoU O 0O°000i °o 1�0 _WALNUT 0\°0°0000U o 0 o O o 000
i o o o O-o 0 0 0 o O o �� D S IT o o o o o Sy o T„ o o OU o o o O� o 0 0 0�o 0 0 0� �� \ / 24" OAK (SCALE: 1" = 40') Project:
O O O� O O O O�O O O O O O o s°O o 0 0 o o o O O O� O O o o� O - /
/ o O �O O o 0 0 0 � . SE R o 0 0 O o o O O O V� \
0 0 _O o o �o A �� o
0o0O O°°oo00 0°00000 ` 690 �0�0°0000Ooo°ooOoOo�O°o0o00�O° / V LOT 2" ELM
° ° ° ° ° °�° � gg ° ° ° ° ° ° ° ° ° ° ° ° ° ° McBRIDE SUBDIVISION
o O o 0 0 o o o OL O O OHO O o o OHO O O �o o \ O
0 0`0 0 0 0 0 0 0 0 o L o 0 0 00 0 0 0 0`' o o1 HEMBY BRIDGE, NORTH CAROLINA
o O�O o o o 0 0 0 - _ d OU o 0 0 0 0 0 0 0 oU O o o \ s" GUM / GRAPHIC SCALE : .y
0 0 0 oU o o OU o o O o�o 0 0 0� oF.
i o 0 0 0 o U o 0 0 0 0 - o 0-0-0-0-0-0 O o o U o 0
o o O o o U O o o O U o o - - o 0 o O o 0 o U o 0 o O U O c o o 6" / 120 0 60 120 240 f Title:
O O O O O O O o _ _ _ i o o O o 0 0 o 0 0 o 0 0 ...�x0::.;:
/ O O O O�O O O O�O O O O O O O O O_O O O O� O O O O GUM /
°0000U�000000U000000 T - - °°°° °°°°° °°°°°°��°°°°°°°�° 3" GUM �� �< LANDSCAPING - STREET TREES
00000"��O OO OO u, OOOOOOG; _ _ - 000�,>0000o0"/L>OOo0o0i�-'>��00000-"��Oy �:.::.i.:.
/ O O O O O O O O O _ O� O O O O�O O O/ O�O O O O O 24" / 14' GUM - .''.`..G..::..`'yY.'.
o 0 0°O o o O o 0 o O O O o o O o o O O O O O O O GUM / 1 INCH 120 FEET
i o 0 0 0 0 0 0 0 0 05'.2 'E �V SS o 0 0 0 0 0 0 0 0 0 • 8„ ,.,..,r` .`:. #•20155-S-SP.DWG / / 1 9
0 0 0�O o o O�O o 0 o z0 PR o o�o O O°O�O o o O�O o o 16" GUM �.:'::::::
O O O O O O O O O �___ O o � O G O u O O O O O o �. , ...... File Date: 10 19 22 Project E r. ABC
o O O�O o o O�o o o o 670 '2 'E rt M..z� - A IN TH R o o�o o O�o o o O_O O o o O_ GUMS N0. BY DATE REVISION x..;::;:i;. .
O o O �o 0 0 0 0 0 0' / o sOg o o �oyo o �o 0 0 - 0 o z
i °°0000�O°o0o0O�0°0 0O� o° 0, o Oc CN P IM T R o00�O6°oo00�O°°oo00�O°°o000� 6" 1 AEN 8/18/23 PER REVIEW COMMENTS W Design By. ABC
o 0 oU o o o OU o OU O c oU o 0 oU o 0 0 oU o 0 0 oU o OAK I Z7
0 0 o O o 0 0 `o 0 o O o 0 0 0 o O o 0 o O o 0 o O o z
��� ]ISAACS o 0 0� o o � o o O O� o of o 0 0 0 0 0 0 0 0� o zoo - 24.. 2 JAB 01 02/24 PER REVIEW COMMENTS O Drawn By. AEN
Oo 0 o 0 o O o o O O0 0 o O0 0 o O0 0 o U o 0
>0 0 0 0�O o O�0 0 o O�o O O o o O O o o O o 0 0�O o 0 9
o o 0 o O O o O O o O O O O O O O O O O O O O O O GUM CIVIL ENGINEERING DESIGN AND SURVEYING(-
0
o o O O OU 0 O O� o o o O� o / v O O O�O O O O�O O o o O O o o / 3 ABC 02/09/24 ADJUSTED SILT TREE FENCING Scale: 1"=j20'
O OHO O O o o o O O O o o°� O o o �O O O o o o Oro 0 0 0 4"
�) o o o 0 o OU o 0 0 0 0 o o O o o O O�O O O O�O O O O 0 O o 0
�0- J O O`�O O OHO O O O O O O O 0 0 0 "^ O O O O O 0 0 0 0 0 O O O O ti GUM
0 0 o O o� O o 0 0 0 o O o 0 0 o OOO o°o o�o°0 0 0000 o O o 0 o O o 0 o O o O o 8720 RED OAK BOULEVARD, SUITE 420
° �OOOo0o �000°O`'O°O°000 O°O000 000°0000000°OOO 0 O°O00000O O / OOOO O°O000OUO°O000OUo°O000OUO°O / �� CHARLOTTE, N.C. 28217
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PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SP.dwg,C1.7,2/9/2024 11:46:43 AM,bcowan,1:1

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olo EXIST. FENCE i ��� / / _�I ____i x SIGN TO BE OV -- -
- �- i �� EXIS�1-8 RCP -� �� �- \ V OHP
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�� \ 'T V I / SAW CUT EXIST. EXIS WOOD I PROP. UTILIT / I
� i� � I I / / I \ � • ° � / I / / ------� I UTI �TY POLE TO � PAVEMENT 1' FROM EOP x
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_-ME I I ETRANSn TRANSMISSION POLE �x PR� RELOCATED \ \\ Z'�
xisT wooDl EXIST Ta�Po B REOLOCA 0 / oHP
- - EXIST. SPEED v V -m
�TGITY POLES s �� I I �o " / vV / TRANSMISSION POLEI - -� - LIAdITI AHEAD S GN / \ T---�� � UTILITY POLE
TO BE RECOC D- _ P' \ V A \ U
V I / - /Y A EXI T. WOOD UTILITY DOLE v m
x / v / /� - -\- TO B�vRELOCATYED vv v vv m
_ z v Y
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° 9� A- - -n�
1 / 10 � _
v IDLEWILD ROAD STA. 1+00 TO 10+75 EXISTING CONDITIONS & DEMOLITION PLAN / / / / -
�� SCALE: 1"=30'
\ \\ \\
v v _66B
l EXIST, WOOD EXIST
I UTILITY POLE STOP SIGN x' DOTTED AREA = LIMITS OF
EXIST WOOD j J EXIST WOOD
I UTILITY POLE EXIST METAL POWER / �P� // LP Q� > IDLEWILD RD UTILITY POLE OVERLAY
TRANSMISSION POLE / S
60' RIGHT OF WAY
EXIST FD / ox / / A EXIST 45 MPH (NCDOT) SR 1501 SHADED AREA = LIMITS OF
I o STREET - EXIST 18" RCP
PAVEMENT ID SIGN
EXIST. I I o C // r MARKING FULL DEPTH ASPHALT
X INV=670,50
CL:
P VEMENTPINO
I w I ONP oHP G ---------60' R/W-(NOT DEDICATED) -- ------------------- ------------ ------------------------------- ---------------
-�e � C C- I OHP-
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-- �-C- ONP- • I p EXIST,
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C C I OHP W OHP. EXISZ EOP -
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w - ONP EXIST. 60 R/W oo W --- -- _ - _- -_-- ---- -- ----- -- -- _- - --- - - ---- -- -- ----_ _---- ----_ =_-_ =_--�- --_--
�N
T 16 WATER MAIN ---------- ----------C-------- ------ OHP HP oHP --
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Exls -=-C- C - C C C C - -G- o OHP o off
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- _ 0NP o. I o PROP. 2:1 PROP. EDGE OF HP OHP OHP O °HP OHP oHP
-c / Exlsz EH �> oo. PAVEMENT TAPER PAVEMENT OHP OHP °NP oHP-
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p
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j XIST
UTILITY WOOD PROP. 8' WIDE CONC. PROP. 2:1 ti O -
uTiuTY POLE END PROP. ROAD WIDENING \ SIGHT ESMT (TYP) PROP. 8' WIDE CONC. Exlsz METAL Pow�� PROP. ED E OF EXIST METAL POWER PROP. RELOCATED
SIDEWALK PAVEMENT TAPER o SIDEWALK - PAV MENT
AND 1.5" OVERLAY (SEE \ Z / - -
PROP. 2.5' STD. C G TRANSMISSION POLE TRANSMISSION POLE -m
UTILITY POLE PROP.
NCDOT NOTE 2) PROP. 2.5' STD. C/G Q NCDOT STD. 846.01 PROP. GUARD RAIL SAW T EXIST. _ _ EXIST. WOOD UTILITY POLE SEE m
NCDOT STD. 846.01 A PROP. ENTRY NCDOT STD. 862.01 & 862.01 PAVE 1' ROM EOP - _ TO BE RELOCATED (T ) m
-----��---------------------- ---------------------\. -- -----
- ° ---- ►- MONUMENT----------------------------------------- -- --= --------------------------- -(/�
+ PROP. 10' TRANSITION FROM 2.5' ��ci - --_----
_ --------------- O I � � P MILL & 'm
-------------- PROP. TYPE 1 MODIFIED \ w % STD. C/G TO 2.0' VALLEY C/G �V ^^^ h OVERLAY
PROP. 25' MILL DIRECTIONAL HC RAMP 1 (SEE DETAIL/C7.2) ��`O�j� -n
AND INLAY 1.5"-0" R SEE DETAIL/c7.2 \. IDLEWILD ROAD (STA. 1+00 TO 10+75) - PAVING AND WIDENING PLAN �m��� o°o ROP. FULL DEPTH
\ !�j SPHALT PAVEMENT
o ' \ SCALE: 1"=30' Q v h
,tom hoc �� (SEE TYP. SECTIONM. KA
u1
i y THIS SHEET)
1 EXIST METAL POWER I / EXIST. WOOD EXIST 4" WHITE SOLID LANE LINE WHITE 3'-9'/SP MINI-SKIP LINE 4" DOUBLE SOLID 4" YELLOW DIAGONAL LINE
TRANSMISSION POLE UTILITY POLE STOP SIGN
1 I / � x NCDOT STD. 1205.01 NCDOT STD. 1205.01 & 1205.05 YELLOW CENTERLINESA NCDOT STD. 1205.01 & 1205.09
7
/ e T, LP PROP. DIRECTIONAL
EXIST wooD I / � W NCDOT STD. 1205.01
Q UTILITY POLE Q / 385.00'
ROAD MARKING _
A=WS=(7.71x50)
1 I a I / / / p� EXIST NCDOT STD. 1205.08 EXIST wooD
Cl)O = o / STREET EXISZ 18" RCP '
Q Q I W I I -/ ID SIGN UTILITY POLE INV=670,50
�00.00' 150.00' 256.6T
STORAGE D 2/3 A
/ G 60' R/W (NOT DEDICATED)
ExlsT I h� I I -
SOVEMENT ° I I OHP ONP C
STRIPINGI W I I --------- - --- ------- ------- --- -------- - --------- ------ ------------------------------- -------
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_ -- --�G ONP • EXIST. FH ONP P .•- EXIST 18" RCP
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C ■■■■■ ■ ■
C- 1 oHP W........................W.. p.... ........._oHP. E .. .. .. - EXIST oP - - - _-
XIST. EOP
C B/ C OHP_C C � 5_ 0' -14.00'
__OHP�� ■■■��� EXIST. 18 WATER MAl w -_ EXIST17RIPING..........W EXIST EOP.........._ - - - C C100.00' o o
0
w _ 0HP +00 6+ - - - - - - - - StDO d 9+00 10+00
I -ASS STR�IUG---2+00------
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ON
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p 4" WHITE SOLID LANE LINE coo OHP o P d o '
ON _ NCDOT STD. 1205.01 I_ _ ID.......CO ----------------------oo ------- •-------...............---...--- . . . LX1ST EOP......0 .............................................................................................. _ .......
oNP...... .................. ....r... -
T STRIPING_�................................ - - - - - ---- -----..-.... ..00... _... o - _
_ OHP _
w m
N
EXIST, EXIST EOP A� ro w W - - - - - - -
EXIST. EOP W w y0 - - - - -
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T MAIN __ _------------ C ----
ai
EXIST. 16 WA ER _ _ -C- C C C -C- P 0HP HP OHP
_-�- - PROP. GUARD RAIL HP_
oHP oHP - t
- _ -� --� 0Kp I _ NCDOT STD. 862.01 & 862.01 rRaNSMlssioN PowER R HP HP OHP OHP OHP oHP OHP OHP
OHP 0HP 0HP
-� EXIST PH OHP-
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ti
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EXIST WOOD \ 2
UTILITY POLE 15.00' 15.00' I �0 I 6 RIGHT OF
W RD o -OHP n
5 Ll 050.00' r
\ ° y p 1 118.00' L1 �1 - �6.00i_ _ 45 MPH (N DOT) SR 1501 PROP. RELOCATED PROP. -Z
WHITE 3'-9'/SP MINI-SKIP LINE - m
NCDOT STD. 1205.01 & 1205.05 \ Ld y I 4" DOUBLE SOLID X X - - U)
\ YELLOW CENTERLINES XISTT MsNoRNR EXIST. WOOD UTILITY POLE TREE m
� O NCDO STD. 1205.01 _ TO BE RELOCATED (TYP.) m
---------------------------------------------------- -- - �- -- I ---- ---------- ------------------------------------ � Q , --------- -== -cn
Z
------- _-_----- \ v I -� + ` �G ��^h^ �? ITE SOLID LINE
�����' °^ E MARKING (TYP.) -Iw
\\ a IDLEWILD ROAD (STA. 1+00 TO 10+75) - PAVEMENT MARKING PLAN '01•����h�o NCDOT STD. 1205.01
SCALE: 1"=30'
ti 20.00' °yam <v tf\
M. KA
LEGEND NCDOT NOTES: NOTES: TOPO NOTE:
---------- EXISTING R/W 1. ALL WORK TO BE DONE ON EXISTING NCDOT MAINTAINED STREETS - "OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED THE TOPO PROVIDED BY THE PE CAN ONLY BE
---------- PROPOSED R/W SHALL REQUIRE NCDOT ENCROACHMENT/ACCESS APPLICATIONS, WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED IN SUPPORT OF THE PES PROJECT AND
w EXISTING WATER LINE SUBMITTED TO THE CITY/COUNTY ENGINEER AND APPROVED BY PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES CANNOT BE ISSUED TO BE RELIED UPON BY
NCDOT. ARE ONLY TRIMMED AND NOT FULLY REMOVED AN EASEMNT WILL BE REQUIRED OTHERS. THE PE WILL BE TAKING / �������������/�/�j/
EXISTING STORM DRAINAGE PIPE 2. ALL PAVEMENT JOINTS ASSOCIATED WITH THE WIDENING OF IDELWILD IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE." RESPONSIBILITY FOR THE TOPO AS IT IMPACTS ���`�N CAROB /�i, ���` ' \. .....
ROAD TO BE SAW CUT AND MILLED FOR FLUSH TRANSITION. THE PROJECT UNDER THE PE LICENSE. .••' i .• ' �i
................ EXISTING EDGE OF PAVEMENT 3. ALL PROPOSED IMPROVEMENTS ON NCDOT ROADS TO BE PERFORMED - "ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE *%
��� ``���0�.• •. �9 i�� Project:
OHP EXISTING OVERHEAD UTILITIES IN ACCORDANCE WITH NCDOT STANDARDS. REMOVED FROM THE CLEAR RECOVERY ZONE (INSET DISTANCES FROM THE EDGE = 9�•t = = GROUP, P.C. •: GRAPHIC SCALE M c B R I D E SUBDIVISION
4. OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS OF FUTURE PAVEMENT AND/OR A MINIMUM 10' BEHIND THE CURB)." _ SEAL _ _n ENGINEERING & ; _ ;. : : HEMBY BRIDGE, NORTH CAROLINA
T EXISTING UNDERGROUND TELE. UTILITIES LOCATED WITHIN THE SIGHT LINE. PERMISSION FROM ADJACENT - L 026462 _ -r� :LAND SURVEYING; Z= 30 0 15 30 60
0 EXISTING UNDERGROUND GAS UTILITIES PROPERTY OWNERS IS REQUIRED TO TREE/OBSTRUCTIONS REMOVAL CLEAR2dNED15TANCES %� N0. C-1069 �� `` r"<`
y 'x..T Title:
x EXISTING FENCE FROM ADJACENT PROPERTIES. IF TREES ARE ONLY TRIMMED AND
(1N FEET FROM EDGE❑F TRAVEL LANE) �i '•.F �.� �i �-.� ROAD WIDENING PLAN
NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO ���� '•:�GINE;;•'•�Q`� �i���•�'••..�•••�..••'�\1'�� 1 INCH = 30 FEET `'
PROP. STORM DRAINAGE PIPE MAINTAIN CLEAR SIGHT DISTANCE. DESIGN DESIGN FORESLOPES BACKSLOPES �,/'S'� p `�� .,L9 j Q �
SPEED AD7 1V:6H or 1V_5H to 1V:3H 1V:3H 1V:SH to 1V:6H or /I//NY B. C'���` //�C OF Av���:` r. ...
5. ALL CURB & GUITTER MUST BE SET ON 5" OF ASPHALT BASE //III�I1111� //11111111��� NO. BY DATE REVISION :::::: File #: 20155-S-RI.DWG Date: 11/11/22 Project Egr: ABC
1.5" (MIN.) PAVEMENT OVERLAY flatter IVAh 1V4H flatter
COURSE. 40 mph CINDER 75D 7-10 7-10 7-10 7-10 7-10
6. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE p 1 MAO 8/18/23 PER REVIEW COMMENTS Lu Design By. MAO
PROPOSED PAVEMENT XSECT 1 or tress 750-1500 10-12 12-t4 .. 10-12 10-12 10-12 Digitally signed by .............. > _( ) REMOVED FROM CLEAR RECOVERY ZONE (18'-20' FROM EDGE OF 1500-6000 12-14 14-16 12-14 12-14 12-14 :;:;: � ISAACS O Drawn By. MAO
FUTURE PAVEMENT). OVER 6000 14-16 16-18 14-16 14-16 14--18 lrr Anthony B. Cowan, P.E. CIVIL ENGINEERING DESIGN AND SURVEYING C
45-50 UNDER 10-12 12-14 5-10 5-10 10-12l�L�'-'� Scale: 1"=30'
PROPOSED 1.5" (MAX.) MILLING 7. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING Date: 2023.08.21
THE ROAD. mph 750-1500 14-16 16-20 10-12 12-14 14-16 5720 RED OAK BOULEVARD, SUDTE 420
1500-6000 16-16 20-26 12-14 14-16 16-18 14:00:44-04 00 ^^
8217
OVER6000 20-22 24-28 14-16 18-20 20-22 CHARLOTTE, N.C. (704) 1 L.O
_ PHONE (704) 527-3440 FAX (704) 527-8335 VVV
\\ISAACSGC01\Projects\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RI.dwg,C2.0 ROAD WIDENING PLAN,8/21/2023 1:49:54 PM,bcowan,1:1

I
HATCHED AREA = LIMITS OF MILLING SAW CUT EXIST. MILL EXIST. I
PAVEMENT 1' FROM EOP PAVEMENT TO I END OF PLATTED R/W I
(TYP.) WESTBOUND I PER PB 6 PG 152 I I
LANE/INCLUDING
J / IDLEWILD RD LANE STRIPING /
PROP. 1.5" 60' RIGHT OF WAY \ EXIST 4_ /
I
/ PAVEMENT MILLING / \ I x I
/ / 45 NPDOT) SR 1501 �� MP
MCI# 1
�� SITS/ d a
---- --- MILL EXIST.
60. R W NOT DE ICA�_ �� / EXIST F ���: ��
__.....L ._.. 7-------- 1 L -
,�
/�� 3T�
-
_ EXIST MIT Gg0 x i / /� W /
PAVEMENT
- - - -- -
- / / -WESTBOUND TO
j'
A -� i i i // l a / i
--�- -� - = y ... �C -- -�---- �� �� w I� '� / U / `�� �- LANE/INCLUDING
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• -
E�S 24" VALLE GE R
.. ��
f
LLJ
.................c ...
/ EXIST-STRIPING � / EXIST,
/ r'7q
11+00 M M i Exist _ G A ........_... V
P�sT sTR lNG 12+00 68 \ \ -_
24„ ��--�_1�_
13+00 I V A d e� / \ LEY GUTTER
OP
14+
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\ -- - - _ _.- 15+00 \ \ \ 6 --
/
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i / / �� ---- -��_-- -
Exisz EENCE 60 R yy -___� _•_._.�.
x�- / (NOT DEDICATED) _•_•�_ -�
RE FENCE- - x x x-x-x x x x �51� // �� �� i� i /� 1 �� ��
off x x \ \ --
i
oHP oHP - o oHP x�x-x-x-x-_ •••.....•J--
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/........l ....
- off P 10, x x x-x-x X.....� � � \ � / , /i
- - -- oHP oHP o � 0 v -�T.-�I&1P1�G TO � % � 18+00
Po \ - - - - " P BE REMOV D WITH - _�-_--- I i. .. / Pls7"SI - �
OW SIP - OHP > \ \ y N \ -- -- Pi T 24'" VA&EY cull PP_ --
- P �He-- OHP - _ - _ x \ \ MICLEO PA�EMEN T Io Q - - _ A _
EXIST WOOD UTILITY POLE -------- EXIST. SPEED LIMIT IGN - - �A A V / PIT P / A�w �\ II - -_�__ w _ _ -------- 1s+oo
/ W V = -- �79+1
w TO BE RELOCATED EXIST METAL - TO BE RELOCATED -F Exist WOOD I I ----
W \ TRANSMISSION POLE --- i �)- -J UTl lTY POLE / Q I X�� ��G V A - - 5
Z-oHP _0HP� �6X ---� ��� x �jA �� EXIST TYWIREs / \I I k \ -�_-�__ _ - ----'
SAW CUT EXIST. x 1 - --
N / I END POOP. 1.5' MIL INQ
�� °Hp U PAVE T 1' FROM EOP + I 1 ��--
Lu \ oHP - s / / / V 1 / I (SEE NOOT N TE -
LU OHP ExIST GATE EXIST METAL -
_ / p ' I BENJAMIN C. MINTON I _
PROFS RELOCATED --- oHP o + S �4v TRANSMISSION �OLE \
�w - UTILITY POLE ---- oHP N, /.6g ����� I PIB #07057095
z o --�OHP / + I DEPI BV-4750, PG-715 I EXIST. 60' PUBLIC R/W / - '•__
��o I I // PLAT e�6,5PG-�52 I 1 6, PG 152)
C) - �A, V -0HP�o �� / / SO ING: R-20
- T - `, `--_ _ OHP IDLEWILD ROAD (STA. 10+75 TO 20+80) - EXISTING CONDITIONS & DEMOLITION PLAN �' o
SCALE: 1 =30
_-oHP U'
T I OHP
PROP. EDGE OF
PAVEMENT PROP. 1.5" MILL & DOTTED AREA = LIMITS OF I EXIST,
45
PROP. FULL DEPTH OVERLAY OVERLAY I MPH PEE I
ASPHALT PAVEMENT IDLEWILD RD
PROP. 10' CURB
(SEE TYP. SECTION SHADED AREA = LIMITS OF I TRANSITION FROM I
FULL DEPTH ASPHALT I I
THIS SHEET) 60' RIGHT OF WAY / I _ 2.5' STD. C/G TO I I
1 SAW CUT EXIST. 45 MPH (NCDOT) SR 1501 U EXIST. 2.0' VALLEY
PAVEMENT 1' FROM EDP �I T C/G
a 3N
w �
60' R W NOT DEDICATED _ PIST ER I x o
EXIST Me Q._ y ---�
_ _7
--
M M M M - -
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EXSTALLEY G--- ----- - UTTER -
EXIST STRIPIP -�'�-�"�' G _
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C.. l EOP
11+00 PisT STRIPING
1
OVA
EXIST, S7RlPlNG
0 12+00
EXIST 24" VALLEY GUTTER
P EX'
.. --�_
0
N lST
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1 - -S
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4 00 .. -
EXIST '
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o -
C C- -W O' �� I ONP - " �-
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- ----- --- -_�- W -
- EXIST. 60' R/W
_ � . . ........ . . . . . . . . . .
off � ....... -
OH HP �A - _
oHP OHP ° ----- - 18+00
o 0 CL ° y> - OHP 0� OHP OHP \ \ oVy PROP. 25' MILL _ EwST EOP
PR 120 __
AND INLAY 1.5"-0" o Q - -= s EXIST 24_VALLEY GUTTER
EXIST FH c)� - = _ 19+00
PROP. 1.5' MILL & o Q �
-A Q \ OVERLAY I W o 19+75
�� 3 EXIST, WO -
oHP OP. 8' WIDE CONC. \ P}�OP. / x o
P�0HP�_ P P. 2:1 �y�' TREE EXIST GUY WIRES / I I x END PROP. WI ENING ANt)�-_ _
o P PAVEMENT TAPER N � �_ � - '
� ' EXIST. WOOD UTILITY POLE OHP- -OHP \ Q a (TYP.) \ \ o T� EXIST METAL / I I 1.5" OVERLAY (SEE NCDOT NOTE 2) -
TO BE RELOCATED OHP PROP. 2.5' STD. C/G + TRANSMISSION POLE I BENJAMIN c. MINTON I --
EXIST METAL -- \ OHP I PIB #07o5709s
Z=- TRANSMISSION POLE oM.P NCDOT STD. 846.01 �+ ���� I DEED BK-4750, PG-715
J ' ------------ ---------- \ V) / / PLAT BK6, PG-152
- ---- -- -- _ PROP. 10'X70' NCDOT
U - PROP. RELOCATED PROP. 2.5' STD. C/G �I v -�---SIGHT ESMT (TYP)ROP. iu ----- OHP o \ / �/ ZONING:LOT SR-20 I I A
-Q - UTILITY POLE NCDOT STD. 846.01 \ TRANSITION FROM - OHP / I IDLEWILD ROAD STA. 10+75 TO 20+80 - PAVING AND WIDENING PLAN O ►�
PROP. TYPE 1 MODIFIED \ a � � + � � �-0NP ( ) � p
DIRECTIONAL HC RAMP �. 2.5' STD. C/G TO �� / I SCALE: 1"=30'
1 I 2.0' VALLEY C/G PROP. 8' WIDE CONC. -
SEE DETAl�/C _ SIDEWALK
(SEE DETAIL/C7.2)
4" YELLOW DIAGONAL LINE
NCDOT STD. 1205.01 & 1205.09 WHITE 3'-9'/SP MINI-gKIP LINE EXIST 45
' GRIND EXIST. EDGE LINE AND RESTRIPE NCDOT STD. 1205.01 &I 1205.05 MPH SPEED I I
LIMIT SIGN
WITH 4" WHITE SOLID LINE EDGE IDLEWILD RD \ GRIND EXIST. EDGE LINE AND RESTRIPE I I
MARKING (TYP.) NCDOT STD. 1205.01
60' RIGHT OF WAY / WITH 4" WHITE SOLID LINE EDGE
' 4" DOUBLE SOLID 45 MPH N ( I k Q z MARKING (TYP.) NCDOT STD. 1205.01 I
YELLOW CENTERLINES (NCDOT) SR 1501 \ 'I W oo a 4" YELLOW DIAGONAL LINE
NCDOT STD. 1205.01 �I W PROP. DIRECTIONAL
� 3 N � NCDOT STD. 1205.01 & 1205.09
EXIST FH I Cq� ROAD MARKINGS ,' W W
------------------------- � W� x '• 1 4" DOUBLE SOLID
EXIST MIT NCDOT STD. 1205.08 X J b \
---T _ _-- / ,� a YELLOW CENTERLINES
c- A N
M M M EXIST, 24" VALLEY CUTTER ----- a NCDOT STD. 1205.01
Exls . EOP / _ - -
EXIST STRIPING
p -C �G ,� EXIST, EOP .........
O xm \
W
11+00 o 0
ONP
I lST STRIPING
' 1 +0 10,00
EXIST 24' VALL -
-13+00 10.00' 4" YELLOW CENTER LINE GU TER
o - 14+� NCDOT STD. 1205.01 & 1205.09 �°NP si Eop . - -_
29.00' 60.00 - - 0 -
EX
29.00' - _ 15+00 `n 3 -_
EXisz EOP....o ..................... - -- _
0 0 0 _
_ 1 _ -
W W - � -
-C C- W O � - -
---- C- -C- W O' ONP --
29.00' +
_ 29.00' i
EXIS 60' R/W --- ---------•
- _ ..EXIST O
NP � 17+00
- - -------------------- 4" YELLOW CENTER LINE SKIPS !)EP TURF
oHP - - - _ - - _�c \ / 9.5'x50=TAPER
oHP °NP --ate _ oHP � � - 35.21'� - - � - •• - -. _ NCDOT STD. 1205.01 & 1205.09 0 � 475'
_ -oH OHP-OHP
20.00 078+00
ti PROP 12 f ' 5 ROM OHP \ \ oTy _ �3_ _
EXIST .. ..........
°
`�° OHP U � ---_ __ 24„ Exist
04 SIP �_ o� V o� -� -fir- -- VALLEY GUTTER
-
e EXIST FH -_ X _ 19+00
W � Q EXIST WOOD 19+15
Z-oHP- \ 15.0o 15.00' �� A UTILITY POLE / w I x o I __ _
W oHP �a H PROP. EXIST GUY WIRES
Lu 4" WHITE SOLID LINE °Hp�oNP \ j TREE -
� ' EDGE MARKING (TYP.) OHP \ p a I (TYP.) \ o EXIST METAL I - -
NCDOT STD. 1205.01 � OHP 4" WHITE SOLID LANE LINE + CIS TRANSMISSION POLE
I BENJAMIN C. MINTON
EXIST METAL \ OHP �-I A I PID #07057095
w NCDOT STD. 1205.01 ���F _
Z------------- TRANSMISSION POLE E- o P I DEED BK-4750, PG-715 _
J ----- _ V) OHP� A / PLAT BK6, PG-152----------- \ I A
_ ---\ -� - --I----------------- THP \� / �/ ZONING: 5B-2o I ; O
-Q 0I ----- � \� OHP / I IDLEWILD ROAD STAOHP . 10+75 TO 20+80 - PAVEMENT MARKING PLAN O
SCALE: 1"=30'
01
------------
01
LEGEND NCDOT NOTES: NOTES: TOPO NOTE:
---------- EXISTING R/W 1. ALL WORK TO BE DONE ON EXISTING NCDOT MAINTAINED STREETS - "OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED THE TOPO PROVIDED BY THE PE CAN ONLY BE
---------- PROPOSED R/W SHALL REQUIRE NCDOT ENCROACHMENT/ACCESS APPLICATIONS, WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED IN SUPPORT OF THE PEs PROJECT AND
w EXISTING WATER LINE SUBMITTED TO THE CITY/COUNTY ENGINEER AND APPROVED BY PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES CANNOT BE ISSUED TO BE RELIED UPON BY
NCDOT. ARE ONLY TRIMMED AND NOT FULLY REMOVED AN EASEMNT WILL BE REQUIRED OTHERS. THE PE WILL BE TAKING
EXISTING STORM DRAINAGE PIPE 2. ALL PAVEMENT JOINTS ASSOCIATED WITH THE WIDENING OF IDELWILD IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE." RESPONSIBILITY FOR THE TOPO AS IT IMPACTS �\� CAROB CAR
ROAD TO BE SAW CUT AND MILLED FOR FLUSH TRANSITION. THE PROJECT UNDER THE PE LICENSE. .••' i .• ' �i
................ EXISTING EDGE OF PAVEMENT 3. ALL PROPOSED IMPROVEMENTS ON NCDOT ROADS TO BE PERFORMED - "ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE ESS/p ��� ���0�.• •. �9 i�� ..AACS
IS
Project:
oHP EXISTING OVERHEAD UTILITIES IN ACCORDANCE WITH NCDOT STANDARDS. REMOVED FROM THE CLEAR RECOVERY ZONE (INSET DISTANCES FROM THE EDGE = 9�•t = = GROUP, P.0• •: GRAPHIC SCALE M c B R I D E SUBDIVISION
4. OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS OF FUTURE PAVEMENT AND/OR A MINIMUM 10' BEHIND THE CURB)." _ SEAL _ _n ENGINEERING & ; = HEMBY BRIDGE, NORTH CAROLINA
T EXISTING UNDERGROUND TELE. UTILITIES LOCATED WITHIN THE SIGHT LINE. PERMISSION FROM ADJACENT - L 026462 _ -m :LAND SURVEYING; Z= 30 0 15 30 60
0 EXISTING UNDERGROUND GAS UTILITIES PROPERTY OWNERS IS REQUIRED TO TREE/OBSTRUCTIONS REMOVAL CLEARZONEDISTANCES %� N0. C-1U69 :� `` r"<`
y 'x..T Title:
x EXISTING FENCE FROM ADJACENT PROPERTIES. IF TREES ARE ONLY TRIMMED AND (1N FEET FROM EDGE❑F TRAVEL LANES �i '•.F �.� �i �-.� ROAD WIDENING PLAN
NOT FULLY REMOVED, AN EASEMENT WILL BE REQUIRED IN ORDER TO �� '•:�GINE;;•'•�Q`� �i���•'••..�••• ..••'�\1'�� 1 INCH = 30 FEET `'
PROP. STORM DRAINAGE PIPE MAINTAIN CLEAR SIGHT DISTANCE. DESIGN DESIGN FORESLOFES BACI[SLOF'ES � p `�� .,�9 j Q `��
SPEED AD7 1V:$H or 1V_5H to 1V:3H 1V:3H 1V:SH to 1V:6H or /I//NY B. C'���` //�FOF Av��,:` r.1 ...
5. ALL CURB & GUITTER MUST BE SET ON 5" OF ASPHALT BASE 111��1111� ll)1111 NO. BY DATE REVISION :::::: File #: 20155-S-RLDwG Date: 11/11/22 Project Egr: ABC
1.5" (MIN.) PAVEMENT OVERLAY flatter IVAh 1V'AH flatter
COURSE. 40 mph CINDER 750 7-10 7-10 7-10 7-10 7-10
6. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE p 1 MAO 8/18/23 PER REVIEW COMMENTS Lu Design By. MAO
or tress 750-1500 10-12 12-14 10-12 10-12 10-12
PROPOSED PAVEMENT (XSECT 1) REMOVED FROM CLEAR RECOVERY ZONE (18'-20' FROM EDGE OF 1500-6000 12-14 14-16 •• 12-14 12-14 12-14 Digitally signed by :::;::::; I S A A C S O Drawn By. MAO
FUTURE PAVEMENT). OVER 6000 14-16 16-18 14-16 14-16 14--1$ Anthony B. Cowan, P.E. CIVIL ENGINEERING DESIGN AND SURVEYING C
PROPOSED 1.5" ILLING 7. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING 45-50 UNDER750 10-12 12-14 8-10 8-10 10-12aZ47 ] 2.�� Scale: 1"=30'
(MAX.)( ) mph 750-1500 14-16 16-20 •• 10-12 12-14 14-16 Date: 2023.08.21 7
THE ROAD. � 8720 RED OAK BOULEVARD, SUITE 420
1500-6000 16-19 20-26 12-14 14-16 16-18 14-00-02-1 CHARLOTTE, N.C. 28217
OVERs00o 20-22 24-2e Y to-is 113-z0 2[1-22 2'PHONE (704) 527-3440 FAX (704) 527-8335
\\ISAACSGC01\Projects\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RI.dwg,C2.1 ROAD WIDENING PLAN,8/21/2023 1:51:38 PM,bcowan,1:1

EXIST METAL POWER I / EXIST WOOD �ST
E
TRANSMISSION POLE _ I / UTILITY POLE STOP JGN F
1 v Exisr wooD A I v �o
PROP. GRASS SWALE
I P \ ��
UTILITY �N Q I LP I Q' / _ --_ ---
i W- AOLE \ \ / / / --- // W/ NAG S75 TEMP. LONER -7 -7 -7 /
i U1 Q'i 1.5% MIN. SLOPE /
��s - I ° I A A\ \ I EXIST FH I o� / : A srREET - i WOOD
/ o
\ I I 1 \ \ \ A v I- v \ A A G- t �'' D siGN V POLITY // EXIST >8' RCP 18" WIDTH & DEPTH � / A \ �l
Exi T I \ \ l \ \ / i / \ NV-6 AJ0 \ 3.1 SIDE SLOPES I /R
PAVEMENT C"o I \ o A _ - I I \ oHP A OHP G 60' R W OT DEDICATED _
�._ - -- -�.-. _ �_._� - -6 ------ - - ---- -- -- -- _ -c --- - --v ----- ----- tl
---sTRIPIN I IVA - --fie-_ ....... o o o s o o.. `..... ......._ _ _ .......o.. ........ aa '� Ln � o M vi - - 0 _ o� ti' � �.......... 1 ........ _.o. 1. - - - - - - - _ ----- -_- - - - - - - - _ �o
-� y, 0 0
■ ■ ■ _3s �n - E -�
�.- �\ + � v+i �. + ' _ _�..�. ' . � .. + _�..�..�. _ �� -�.. _f_ f.- -�- � f..-r.. - -
_- \ C -� - N '=j- _ �1� ■ �■ f � r� W �- EXISZ EOP EXISZ_EOP - _ o ��- � _ - - - - - - - - - - - - - - - - - - - _ - 7- �- -_r
i............ 6 TP C
)t
■�.■yam ExT..la'.uua
R A� 1 _ - - f i oHP C 68 C C y C 678.35 \.. 677 14 675.57 674.40 Exl T _P 673.80 -
..... ......
_I / / O 681.28 681.02 6��680.70 �680.34- -679.37
W EXIST EOP"-..-. / o A 67714 67557 �67440 673-80 676
b 8040 �+-� � 673.89 EXIST S RIPING 674.29 675.18 -
- 68L29 68L02 A - 673-89 q 67429 5� 67518 N 6722
680 70 680 34 679 37 678 35
0
__ ---- ----�--- - - o d
680.68 P / o 0 1� a &Z 674.08 673.53 _ 0 673.40 0 673.92 674.87 • 676.37
687 ' \ 680-35 /680.10 1g 6 M `Sc674 08 ap 673-53 0 673-33 67¢ \N o 673-88 M 674 87 v 67637 ' \
-_
67979 R 680.76 rn a ,", o a M ,� �; 6 N 675.21 _
a\ \ \ 68063 680.52 I' �' 67978 678.96 �i N 678.97 677.94 N N 677.98 676.80 676.86 ^� 675.12 67521 011A 6 �� '
\\ a \ \ \ \ n \ ON ?\\ \ \ \ 680.86 67798 67686 C0 673.95......- \.. \ - d\ \ \ \ \ \ I I - 680.04 i T679.03 I 678 97 673.38 F673.24' 673.75' o \-... .......
- - -.... -..... _ _ _ - - .. :.... - 674.71 0 \ \ 676.20 0 _ 678.03
\ \ STRIPING \ \.................. \ ^ -- • 679.30 /
/ , 680.29� ••••�......... cv...
EXIS . 679.71 - g78 oNP - -- - -- -
EXIS� 675 _679 80--- 680.38 41 73 \ - -W
EXIST 78 WAT _6
- 672f _ - .f- � _.�F f: f f� .f�... = f.-� - - -- 660.31 - I - - -C - - C -------- - - �- -- - �- -- - --�---- --- - -- -- 2� _- � - --
-, ,' ER� -' -.: -- 6� -- --- - - .....s7s.08. oHP v -.-...... .�• - _- ----
_50 -EEVST -�" ... _ - . . .... ........s ..
67
....� -I_�-I-- 78 - -
6 �680
675 � .
1_� / oHP .6 fi►--�1 -
oHP \ S
' ��•• - 677 T M�.. oNP �.. HP 672 'oHP oHP P \ � ( 6�6 �
,�- C=%- / i I 1 / ,� 680.1 s77.ss-s78 TRANS �fs74 / f- �- oN HP -
--
78 675
W OM y e y . o- 680 y y o
° .
Jr \ \ _ \ � y / -680y � � / / / / f-673 / 672 67�673
r 62 •� _ _ IDLEWILD RD I PROP./CONC. cO "CAR 671= `- RP
ap / -- -- - \ V CD
° EXIST WO D I V l \ \ \ I � I - - - /�- _ 160' RIGHT/OF WAY NCDOT STD. 8 0.31 /\ 70 \ RP -OHPA
I \ UrRITY P LE I A \ / PROP. GRASS SWALE y 619 / -� RIM: 6 3.41 EXIST METAL POWER �\ v A� Z
9 / I PROP. GUARD RAIL / 45 MPH N0 R�50 / / TRANSMISSION POLE V A v v v
s V I ° / � INV. IN: 669.70 - v \ =m
/ W� NAG S75 TEMP. LINER o / PROP.A RELOCATED \ \
1.5% R \ / I I V. OUT: 66�Z0 , E T. WOOD UTILITI�' OLE 'U)
I I I mil, 1 MIN. SLOPE �� APROP. GRASS SWALE � � / - _ o PROP:18" FES RD1 UTILITY POLE \ � � 1
o AA Av A I 18" WIDTH & DEPTH /� �. °b I / W/ NAG S75 TEMP. LINER / / I \ / - NCDOT STD. 310.03 \V A v A TO RE RELOCATED m �
I \ v v \ 3:1 SIDE SLOPES / A I i ° / \ 1.5% MIN. SLOPE / / I �gQ�. 20.14 ILF OF 18'_R P / 4NV-DUT: 667.21 A v \ v \\\ -� v
- ----------- -- -� ----- -- - ------- --- ---------- -------------t--- �
---- ---- -------- -- --- ------------- -_-- -
---I �------1------ - ----- 1 \ -}- �_- ��- �/ / 1 WIDTH & DEPTH / V � h - \ \
-- - / PROP. GRASS SWALE v V A m
�1 SIDE SLOPES / / v��� �• ti / -\- v V A m
/ W NAG S75 TEMP. LINER
DI RD2/ / �
1.5% MIN. SLOPE o� o -
\ ,tp,,� STD. 840.1A � 9 �
10 / �`"�' � N s
v IDLEWILD ROAD STA. 0+00 TO 9+50 GRADING AND DRAINAGE PLAN / / v m �, o c,RIM: 671.�9 / " WIDTH & DEPTH �v v v
( ) - �� v IN' 66948 / 1 SIDE SLOPES
o / SCALE: 1"=30' �
IJ I KA V
/ PRO 424 LF OF" 8'V. URCP 052% 66g A\ \V v A \v A A\\
l EXIST WOOD EST
\ / UTILITY POLE STOP GN F EXIST WOOD
\ EXIST IWOOD A I V �� J� / W -- UTILITY POLE ,
UTILITY POLE \ d Q I LP Q / / - _- -_- --_ --
\ V I EXi�T METAL POWER xO�O �/ PROP. 12'W x 50'L
N ����� l GRAVEL CONST. ENT i Ri EXIST
// /- /-- / '
W TRANSMISSION POLE A / I / l
v � � ID EWILD RD 1
AV o A 1 EXI r E _/ o / (NCDOT STD. y A s TREE T _ 5��RIGHT OF WAY o
\I I I 1 \ V A v - v \ G- / 1607.01/C7.0) ID SIGN 4 / / / / / m
\ 60 \\ \ o A \ f 5 MPH DOT) SR 1501
OOP A oHP G _ ___ / / -
\ NC /
VI III A \ A_ �._" _- - - _� - -- C_- - - _ - - --- -�-------- --- --------- ----_-.------- .. ... -- i.. .......... � ,.� ..... ............. - - - .... -�- --�- -�- - --�_ _�_-__
... l.� �.
- - - _ - - - - - - - - -------- - - - - -- _ __
_ \
C - - �� ■ �■ ■' � f � r� .. - EXIST EOP �� IS7 EOP .......... �- - - - - - - - _ _ - - - - - - - - - - - -
- �............� - C H C C C C C C C C C C �.......C........... -.......... C ..... C
1...........
Cf �P �i o �� C 0- �6,
■����� � /- ..... C_ - �C- � -C �/
6g
C �� ............ - C.. Ex 0�- -� /� .
• � W EXIST EOP"-..-. � / � i �� �� � � i��--�_C_ - 1- I / / �`G oHP
- - o /
\ ----�_ �LOp-- Lao Lap Lao L00 Lap Lap LOp
QO La0 Lao � �
1_ --- Laos-IppL00-- -- j +oo +ob00 ,4P � � - ��� 11
EXIS P TY LINE / + Lao Lao Lao L00 Lao Qo Lap Lap m� s+ f+oo / /
_ PROP. INLET PROTECTION V A
61
\ V A A \ \ OH V V A i ONP s CO ...............� r .._.................................................... . . .........................A...................A �\............ d\
\ v v V A V A \ V A V� \ o............ ...... ....... , ,' - _ 7� - - - - - -_= Exlsz EOP - -
v ..-_ ............ ............ - _ ...... _
...�...�........�. �.. �.. / - _ .. EXlszEOP , - - - _ - - - - - - - �.- �._ _•-
\ '�E9P � OAP 6 67J - 680---- - 678 i OHP 61rj W6j4
Exls M _ - - - 7 8 W_679 _ _ _ _ w
672 - - �_ �F. f..f.. ��.. �� f_f =C - -C -- - �- -- - --�---= ---- ----- =-.-.-� --7
w _ - _- -- --- - --�-. - - -- - --- - -------- -- - - --- ---
_ _
EXIs�16�^�ER� �.�p' ' •, _-�__�-�•- -- - ..676 �•�678 - --G- .....................� ..- ... ........G. ........ / •oHP •I •oHP .........�._ .......... ......••/•. ..\ •�_
J =C d o _�- 87 oHP- \ 6
-/- / / 5 680 �o. -► .. .. .. .. 676 H 2 .. ...oHP P \ �6 -�
oHP 67 A 677 ,.-�� .. H
f r roN
C= - % l ( A / l 678 674 �- -
675
P�� 676 -
ti
/ I ti
e
y
>FR+UM
R 12 (
i
680y / / 672 _
/ 573 / 672 673 -- V
Exis R *a0 /-_-----\ XIST M€� POWER �( // l / 671 RP oHP V AA \ 2 \
\ _ TRANSMISSION POLE
v / v SEE SHEETS C6.0-C6.7 FOR ADD'L � _ s7o�vv v v A z�
XIST wooDl
�XTST POLEI \ EROSION CONTROL DETAILS o / // PROPJATTLE- - -PROP. INLET F�ROTECTIO / + x---� A \ \ PROP. WATTLE -� 1
w / y \ \ CHECK DA TYP. - . PROP. RELOCA ED
f ° Q / ( ) / - _ x \ \ CHECK AM TYPI �
PROP. TTLE V / I � ( m
\ / I / L�xIs- x �E x- A rn
\ / / \ ILITY PO \
CHECK D�M (TYP.) A\ 1 I �v \ J / �� C91 �� / V / / I / I � LO��� TRANSMI l N �--
-------�-- ------- -� --�-- -- -E------- --- ----------- t------------- �Q- -- eB�-- ----- --------- -- ---�---T-
-}------_- ----- /- ------------- - _ L - L TL - �=D=-
v / O
_� / ������ / ��� o
\ I , / w �
10
IDLEWILD ROAD (STA. 0+00 TO 9+50) - EROSION CONTROL PLAN h°O v < EXIST. v� OD UTIL�i Y POLE �� v vv w
SCALE: 1"=30' / / �/ �� I / $ BE REL�i CATED \ \ \�� A,
� Q/ All
66 V A A A 8 \ \
6'-4" LEGEND
NCDOT NOTES:
1. ALL WORK TO BE DONE ON EXISTING NCDOT ---------- EXISTING R/W
36" w MAINTAINED STREETS SHALL REQUIRE NCDOT ---------- PROPOSED R/W
b J ENCROACHMENT/ACCESS APPLICATIONS, SUBMITTED w EXISTING WATER LINE
\ SAW CUT I' FROM SOP J TO THE CITY/COUNTY ENGINEER AND APPROVED
00 \\ NEW PAVEMENT WIDENING EXIST. PAVEMENT W OVERLAY w> BY NCDOT. EXISTING STORM DRAINAGE PIPE
N N 8" o Q 2. ALL PAVEMENT JOINTS ASSOCIATED WITH THE
-- - - - - - - - EXISTING EDGE OF PAVEMENT
- \ 4.0"BITUMINOUS CONCRETE w i 1.5" (MIN.) OVERLAY, 2_6. WIDENING OF IDLEWILD ROAD TO BE SAW CUT
COURSE,TYPE S9.5C TYPE S9.5C 1/2" RADIUS 6" 2'-0" 00 AND MILLED FOR FLUSH TRANSITION. oHP EXISTING OVERHEAD UTILITIES
IN TWO LIFT w I~ 3. ALL PROPOSED IMPROVEMENTS ON NCDOT ROADS
s" RADIUS TO BE PERFORMED IN ACCORDANCE WITH NCDOT T EXISTING UNDERGROUND TELE. UTILITIES
�,� 30"TYPE INTWOLIFT // // // / // /// / °•. 1/8" RADIUS STANDARDS. EXISTING UNDERGROUND GAS UTILITIES
00 p i ,' 4. SEE SHEET C2.11 FOR EROSION CONTROL x EXISTING FENCE
/ , EXIST. ROAD PAVING N •,( . 1.5" S9.5C MEASURES.
s.o TYPE B25.0 C = PROP. STORM DRAINAGE PIPE
op 4" o 0 0 0 o STRUCTURE ° a 2.5" ss.sc 5. OWNER IS RESPONSIBLE TO REMOVE EXISTING -----
N IN ONE LIFT o � � - :w. '. ^ -----
R=2$" : . °` 3.0" B25.oC TREES/OBSTRUCTIONS LOCATED WITHIN THE SIGHT
0 0 0 o c- . � EXISTING ROADSIDE DITCH
i o • ° LINE. PERMISSION FROM ADJACENT PROPERTY
____ OWNERS IS REQUIRED TO TREE OBSTRUCTIONS � - PROPOSED ROADSIDE DITCH
1=1 I 1=1
� I COMPACTED SUBGRADE o 0 0 0 0 6" � / o / / � / � � / � / /
N 1-III-I 1 5.0" 625.oc , / REMOVAL FROM ADJACENT PROPERTIES. IF TREES -Lap-
s - i .� / PROPOSED LIMITS OF DISTURBANCE
32 i -11=III-li I II-I' 1 I=1 1 / ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN
IDELWILD ROAD ______ ___ _____ COMPACTED SUBGRADE EASEMENT WILL BE REQUIRED IN ORDER TO TOPOGRAPHY NOTE:
12" I I I-1 I I-III-1 I-I I-I I-I I-I III-I 11=1 1= I I-I 11=1 11-I I I-I I 100% IN ACCORDANCE MAINTAIN CLEAR SIGHT DISTANCE.
OVERLAY PAVEMENT SECTION I I1=1I1-111-I11= 11=111=111 SUBGRADE I1 1= =111=1I1=11I WITH AASHTO T99 6. ALL CURB & GUITTER MUST BE SET ON 5" OF THE TOPO PROVIDED BY THE PE CAN ONLY BE
NOTES: =III=1 ASPHALT BASE COURSE. IN SUPPORT OF THE PEs PROJECT AND
7. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED CANNOT BE ISSUED TO BE RELIED UPON BY
1. PAVEMENT PAVEMENT MARKINGS S SHALL BE PER ER MANUAL ION ACCORDANCE
UNIFORM TRAFFIC CONTROL STANDARD 2'-6" CURB AND GUTTER (NCDOT STD. 846.01) BREAKAWAY MUST 18 REMOVED FROM CLEAR OTHERS. THE PE WILL BE TAKING
DEVICES. RECOVERY ZONE (18'-20' FROM EDGE OF THEPPROEICT UNDER THE
THETPEO AS IT LCENSEIMPACTS
FUTURE PAVEMENT).
TURN ARROW DETAIL 8 TO RESNG AND URFACING RFACINGETHENROADY BE REQUIRED PRIOR
NCDOT STD. NO. 1205.05 & 1205.08
GRASSED SWALE NOTES:
SHLDR. VARIES 7.50' 1. EXCAVATE CHANNEL TO THE CROSS-SECTION SHOWN.
(6' MIN.) 2. APPLY LIME, FERTILIZER AND SEED TO THE CHANNEL
AND ADJOINING AREAS IN ACCORDANCE WITH THE
- - - - - - - - - - - - - - - - - - - - - - - - - -
SEEDING SCHEDULE.
18"(MIN) 3. START LAYING THE NET FROM THE TOP OF THE
- - - - - - - - - - - - - - - -
UPSTREAM END OF THE CHANNEL AND UNROLL IT DOWN
THE GRADE. DO NO STRETCH MATTING.
1 12"(MIN) 1 4. BURY THE UPSLOPE END AND STAPLE THE NET EVERY ``0111111111///// ``01111111111/////
3.0 3.0 12" ACROSS THE TOP END, EVERY 3' AROUND THE \\�N CARp� // �� ,�N CARP
EDGES AND ACROSS THE MAT SO THAT THE STRAW IS ""'••• / �i �� .•••""'•••.
NORTH AMERICAN GREEN BLANKET 1.50' HELD CLOSELY AGAINST THE SOIL. �*% O�••�FESS/p'•..�L ��� `�� O:.• •.��9 i�� Project:
OR APPROVED EQUIVALENT 5. MATTING STRIPS SHOULD BE JOINED TOGETHER ALONG �;•QQ' �q ,9 �� THE ISAACS
Q __ : GROUP, P.C. : _ GRAPHIC SCALE M c B R I D E SUBDIVISION
THE SIDES WITH A 3" OVERLAP AND STAPLED TOGETHER. = SEAL ENGINEERING & HEMBY BRIDGE, NORTH CAROLINA
SWALE (TYPE-A) 6. TO JOIN ENDS OF STRIPS, INSERT THE NEW ROLL OF _ _ =n • Z_ 30 0 15 30 60
026462 : �r� LAND SURVEYING O
NET IN A TRENCH AS WITH UPSLOPE END AND OVERLAP �� • NO. C-1069 F; :..;. Title:
ZZ
IT 18" WITH THE PREVIOUSLY LAID UPPER ROLL. TURN ����•�°��,NGINE�;9- P`� �i%•�'•.• �� = ROAD WIDENING PLAN
UNDER 6" OF THE 18" OVERLAP AND STAPLE EVERY 12" i y� i �\,`� 1 INCH 30 FEET ``:
ACROSS THE END. ip O ``�� ./q� O \'� :::::
7. MINIMUM SLOPE ON SWALES IS 1.0% (UNLESS //�11 B111G���` ////�O AU\,��`` N0. BY DATE REVISION r \ File #: 20155-S-RI.DWG Date: 11/11/22 Project Egr: ABC
SPECIFICALLY LABELED ON PLANS
1 MAO 8/18/23 PER REVIEW COMMENTS LL, Design By. MAO
Digitally signed by ;:::::>:::>
I S AACSO Drawn By. MAO
Anthony B. Cowan P.E. CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=30'
GRASS SWALE as,",86v��Date- 2023.08.21
15-54-49-04'00' 8720 RED OAK BOULEVARD, SUOTE 420
CHARLOTTE, N.C. 28217 C2.2
PHONE (704) 527-3440 FAX (704) 527-8335
\\ISAACSGC01\Projects\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RI.dwg,C2.2 ROAD WIDENING PLAN,8/21/2023 3:54:23 PM,bcowan,1:1

I
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-- -------------z ------- PLAT Bo6, PG-152�
z PROP. GRASS /S ALE -I---------- - 5
� / NAG S75 TEMP-,LINER ------ LOT
R-20
1.5% MIN. SLOPE O O
--___ _ - HP�- OH IDLEWILD ROAD (STIII
A. 9+50 TO 17+00) - GRADING & DRAINAGEPLAN
18" WQTH & DERTH
�
-
3:1 SIDES SLOPES �� � - - - - - �\ �'> �� � v � �
1 J I SCALE: 1"=30'
-OHP
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CO / GAVEL CONST. ENT ��0' RIGHT OF WAY
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Q; UTILITY PO \ ° \! -� I ��\ oNPoHl IDLEWILD ROAD (STA. 9+50 TO 17+00) - EROSION CONTROL PLAN
- - - PROP. SILT FENCE -$ + a ) +
1 J I SCALE: 1"=30'
�OHP�
\ 7 I oHP
SEE SHEETS C6.0-C6.7 FOR ADD'L NCDOT NOTES: LEGEND
EROSION CONTROL DETAILS 1. ALL WORK TO BE DONE ON EXISTING NCDOT ---------- EXISTING R/W
MAINTAINED STREETS SHALL REQUIRE NCDOT ---------- PROPOSED R/W
ENCROACHMENT/ACCESS APPLICATIONS, SUBMITTED
TO THE CITY/COUNTY ENGINEER AND APPROVED w EXISTING WATER LINE
BY NCDOT. EXISTING STORM DRAINAGE PIPE
2. ALL PAVEMENT JOINTS ASSOCIATED WITH THE ................ EXISTING EDGE OF PAVEMENT
WIDENING OF IDLEWILD ROAD TO BE SAW CUT
AND MILLED FOR FLUSH TRANSITION. oHP EXISTING OVERHEAD UTILITIES
3. ALL PROPOSED IMPROVEMENTS ON NCDOT ROADS T EXISTING UNDERGROUND TELE. UTILITIES
TO BE PERFORMED IN ACCORDANCE WITH NCDOT
STANDARDS. EXISTING UNDERGROUND GAS UTILITIES
4. SEE SHEET C2.11 FOR EROSION CONTROL x EXISTING FENCE
MEASURES.
5. OWNER IS RESPONSIBLE TO REMOVE EXISTING =____= PROP. STORM DRAINAGE PIPE
TREES/OBSTRUCTIONS LOCATED WITHIN THE SIGHT EXISTING ROADSIDE DITCH
LINE. PERMISSION FROM ADJACENT PROPERTY
OWNERS IS REQUIRED TO TREE/OBSTRUCTIONS � - PROPOSED ROADSIDE DITCH
REMOVAL FROM ADJACENT PROPERTIES. IF TREES -eau- PROPOSED LIMITS OF DISTURBANCE
ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN
EASEMENT WILL BE REQUIRED IN ORDER TO TOPOGRAPHY NOTE:
MAINTAIN CLEAR SIGHT DISTANCE.
6. ALL CURB & GUITTER MUST BE SET ON 5" OF THE TOPO PROVIDED BY THE PE CAN ONLY BE
ASPHALT BASE COURSE. IN SUPPORT OF THE PEs PROJECT AND
7. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED CANNOT BE ISSUED TO BE RELIED UPON BY
BREAKAWAY MUST BE REMOVED FROM CLEAR OTHERS. THE PE WILL BE TAKING
RECOVERY ZONE (18'-20' FROM EDGE OF RESPONSIBILITY FOR THE TOPO AS IT IMPACTS
FUTURE PAVEMENT). THE PROJECT UNDER THE PE LICENSE.
8. PATCHING AND LEVELING MAY BE REQUIRED PRIOR
TO RESURFACING THE ROAD.
``III CAR 1111.,1 i ```�;11111CIA1/����'''
R
•'•F ESS/p••ti -- ��� O••••• �i- Project:
�� �q•t� �:• THE ISAACS•�.9
_: : GROUP, P.C. : _ GRAPHIC SCALE M c B R I D E SUBDIVISION
i SEAL ; ENGINEERING & : = HEMBY BRIDGE NORTH CAROLINA
i 026462 :LAND SURVEYING;
NO C-1069 ;
. Title:
'-�� '•.F� ��� '-' '•••.
ZZ
1 INCH 30 FEET
ROAD WIDENING PLAN
• GINE .. Q'�� -�/� .. � � =
//111111111� //lllllll\I� NO. BY DATE REVISION .::..... File #: 20155-S-RI.DwG Date: 11/11/22 Project Egr: ABC
1 MAO 8/18/23 PER REVIEW COMMENTS = Design By. MAO
Digitally signed by
H_ I S A A C S O Drawn By. MAO
r Anthony B. Cowan, P.E. CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=30'
Date: 2023.08.21
15:40:03-04'00' 8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2.3
PHONE (704) 527-3440 FAX (704) 527-8335
\\ISAACSGC01\Projects\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RI.dwg,C2.3 ROAD WIDENING PLAN,8/21/2023 3:34:06 PM,bcowan,1:1

TWO-WAY UNDIVIDED (L-LINES) o o TRAFFIC CONTROL GENERAL NOTES
€ND woes RECOMMENDED <Imo—_ Z F-= A. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE
$GAD wo�lc D?D-Ea HEA WxO-1 POSTED SPEED LIMIT MINIMUM F-I={� "c)CD CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.), THE MANUAL ON
ea'e2a ya•,YdB, Situ SPACING ADVANCE WARNING SIGN
I'"P"� ~' LL J a " 2f UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT)
kT"AY WORK ZANF 0 C]0� 2 SPACING CHART CJ 00 2
tr - SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE
RECOI�ENDED
SU sG�' �- _ = NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
55 iann ~ L) 0 POSTED SPEED LIMIT DISTANCE PIETWEEk 5LGk5 �u��jo
!--[ (FFET)=
cif]= Z Lu IroPR1 =~ Z Lu B. THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE OR 5
LL C3WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF THE W.A.T.C.H.
1,1111111II011 LIMIFS _ SS 200 z00 200 HANDBOOK.
I�aAONwogI4 D?C-La CL F-I aa.s4 ss� aso 35D (L f-I C. ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO REVISING
LIJ5g 54R} .500 ea4 , Lug TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT A MINIMUM OF 30
CALENDAR DAYS IN ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT
CONTROLLED ACCESS ROADS 1000 ,sock ��oD IS COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES, REFER
ROADWAYS INTERSECTING ALONG TWO-WAY UNDIVIDE❑ WORK ZONE (Y-LINES) � 55) TO PROJECT NOTES.
MAIN ROADWAY xMK ZONE D. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL
WOK DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS
H W LL1 SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
sd-aa WxD-, W
•� Aa"%dN" E. CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR STANDARDS BE USED
Hi Y. L W STATIONARY OR PORTABLE SIGNS � cm IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED,
.04 LL LL SUPPLEMENTED, CHANGED, OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION PHASING OF THE PLANS.
DISTANCE Ta •TRI SIC• Rai THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE
�I I-
REPE4T FOR ANY ODNSEUUTIYE scans L DISTANCE T4 3RG BIVN GI6TAHCE T9 2rIR 9ICli L OIST+VLCE T4 Ss= SI9N 2 MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD
r ri
NO STET(ONARY .Y. LINE AOYEl]CE YfEH}1[NG SFGN.b1GE �--I � � � � -i DRAWINGS OVERLAP.
IOk7•94. a8""%4a° IS RFGUI RED UNI.ERS THERE JR MORE TAdN ,4Dn' OF (n
1'
CONSTRUCTIOU GONSTRRXTT"A[.OWO THE .Y. !TNE.
Wxo., A LIMIt'a I= F. CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR
p Q HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE
GENERAL NOTES O CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
1- 00 NOT INSTALL ADVANCE WARNTNO SIGNS MORE THAN 3 DAYS PRIOR TO REGIN%ING CF WORK REFERENCE < J Q G. OFF—DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR CONTROLLING
UNLESS COVERED. 0 UJ > POINT 0 0 = TRAFFIC DURING CONSTRUCTION HOURS.
F-I
2- SIGNS SHOWN ARE REQUIRED FOR WORK[ ZONES THAT WILL REMAIN IN EFFECT LONGER THAN B < � p < ~ a. H. THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL—MAINTAINED SIGNS,
CONSECUTIVE DAYS. > Z 0 LuBARRICADES, WARNING AND/OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING,
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. >- 0 = >- 0 ~ AND/OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE
4- ERECT SIGNS PER RSD 1110.01, PAYMENT FOR WOOD POST$, 3LR STEEL U-CHANNEL AND 5QUARE
< Q < LL PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
STEEL TUBING POSTS WITH SIGNS WILL 6E MADE ACCORDING TO STANDARD SPECIFICATIONS FOR < W I--1 I. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED SIGNS,
WORK ZONE SIGNS. Q Z Q LL z
0 LL. H BARRICADES, WARNING, AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.
5- WHEN NECESSARY, USf SPLICING IN ACCORDANCE; WITH RSD. 1110.01. < U
GENERAL NOTES < J. THE CONTRACTOR SHALL CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (COOT) TWO WEEKS PRIOR TO
6- DO N07 BACK SRACE SIGN SUPPORTS. N H CL BEGINNING ANY WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL
1- REFER TO 2OG9 MUTGO OR THE LATEST EDITION. DEVICES.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD K. THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG TRAFFIC
LEGEND DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIE❑, USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED
F STATIONARY SIGN 3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
SHEET 3 OF 3 USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONQITIQNS SHEET 4 OF 4 L. THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT
DIRECTION OF TRAFFIC FLOW 1101 ■ 01 OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC. 1 1 �� . � � MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.A.T.C.H. HANDBOOK OR AS DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
M. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS OTHERWISE
vD' ro:ca' * PREPARED NE IAN } SEE STANDARD } SPECIFIED IN THE PLANS, PROJECT NOTES, OR BY THE ENGINEER,
ROAD SPECIFICATIOIIS �Y
TO SPOP BEAD FOR APPRp4F.4 9TON fig" HEX HEAD HOT DIPPED <
YIRO.7a 113-a 'A7C.4 < • SUBSTRATC MATERIAL. <H N. CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY
4
8' % 4a 4E, x 4&' 49" % 40" = fiALVANIZE1j STEEL AND HARDWARE _
"i C r-I [ THROUGHOUT THE PROJECT LIMITS, INCLUDING REASONABLE INGRESS AND EGRESS FOR BUSINESSES. SPECIAL
2°' LL—I� ~' z SIGN FACE LL�,2~I Z ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
Nhx• pl pl pl Cc w LATERAL CLEARANCE: z R
LJ = CURES & GUTTER < = 0. THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT ACCESS TO
� �� 4- 4- < Ems-[ SECTIONS Gl1R■b cvrrca 7 < H THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING DAYS PRIOR TO
= Z Lu RURAL-6'MIN. NYLON WASHER "U` CHANNEL POST �= INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS SHOULD INCLUDE CONTACT
■ 1 to�LL O J URBAN-2'MIN. �" G.D. �" I•D•, f1]~LL O J PERSONS NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS.
* ■ WGAK AR Eq � CC O F-4 < 1f6" THICK REEGUIRFD =p F-I Q
Z ti FOR ENCAPSULATED , LOCKWASHER ti
RtTtt U0 PAYED 9HOMD LENS SHEETING SIGNS. NUT P. THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A MINIMUM)
B w"" °0^ C R,,,�. W�H. { CL TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY. CONTRACTOR SHALL
TRAFFIC SiAIER W o mAs- 2,wri ; , Lu ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL TIMES DURING PERIODS OF
TAPER BUFFER SUFFER ihPER p CONSTRUCTION INACTIVITY.
rMx. 54'-+OG' BpACE 3FhtE +CP' WILH PE.YED SHD44R�EA
F LAN RF • RWR4L -V MIN.
AHED URBAN -2' MPH, 1 .
PR[PARE¢ Q. DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TO BLOCK
+AFRO T4 STOP C,CI,FL.
s„12xa �e"x�e„ 6 ASSEM�3LY dETAXI SIDEWALKS, TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF TRAFFIC. EQUIPMENT SHALL BE AT LEAST 10
INSET FOR 2-LANE ROADWAYS r] Tp LuFEET AWAY FROM THE TRAVEL LANE.
R. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY, THE TWO
TO WITH 2-WAY TURN LANE W E.O.P. rrewIOH L!) U OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE DURING
ALL OTHER DE1lICES ARE THE SANE A5 ABOVEp 1' LEGP THAN DP slg eo-r7H , MIN. DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT. TRAFFIC SHALL NOT BE ROUTED
LuJTa$��++ ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING CONFLICTS ARE
An ■ LL HEIGNT LL L LU� APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED OUT WITH THE ENGINEER IN
OENTN AhPENrh1 ONE = 6U _J ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES TRAFFIC TO CROSS THE
rlauD i UG6FD -------- ------------------------ ------- -.--�r WORK AREA i �s � � � ..r.�r.f�;.-.•-.�:,-r.-•-- --- -'----- - 2!! W � CENTER LINE DURING CONSTRUCTION INACTIVITY, ONLY REFLECTORIZED DRUMS MUST BE USED.
A■ L 46, a8, TRAVELWAY PAVER SHOULDER itm _j
T— it 0 < S. THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO
STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR
' FFI CCC STREAM 0 Lu >- gr3„ _ ,z•• Q Lu OF THE W.A.T.C.H. AND THE M.U.T.C.D. UNTIL SUCH REQUIREMENTS ARE MET.
TRM1FF i EMBEDMENT
TAPER dUFF[R SUFFERIM' i1107 m - 4x•' a �� J T. ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF
34'-fO4' SPACE SPACE IOa' � < 0 � it
fMBEDhYENT
< < Q TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH OF DRUM). IF A DROPOFF
GENERAL NOTES FOR FLAGGING OPERATIONS 11 IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS, � J 0 � � EXISTS WITHIN THE WORK ZONE, CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H. HANDBOOK PERTAINING
i- REFER TO RSO. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING. PROVIDE A URIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM _ T TO ADJACENT LANE CLOSURES DUE TO DROPOFFS.
STOPPING WITHIN THE GRA❑E CROSSING, PROVIDE OFFICER OR FLAGGER EVEN IP AUTOMATIC
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICE$ ON THE WARNING MEASURES ALREADY EXIST. co
UPSTREAM SIDE OF TRAFFIC. GENERAL NOTES Cc f-I U. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL COMPLETE THE
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE GENERAL NOTES FOR PILOT CAR OPERATIONS 7 < Lu REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS,
DOWNSTREAM SIDE OF TRAFFIC. < 1- DIMENSION$ $HOWlN ARE MINIMUM VALUES, WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL < = _
_ 1- USE PILOT CAR$ WHEN ➢IRKTED BY THE ENGINEER. O N DEVICES SUCH A$ ➢RUMS, BARRIER, DR OTHER OBJECTS THAT DET:RAGT FROM THEIR VISIBILITY, � THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS
¢ PLACE
POSGTEESsTHRUPEED THELIM WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 2. IF ROADWAY WIDTH IS LESS THAN 22 FEET (FOP TO EOP CONES MAY NOT BE REQUIRED - MOUNT THE SIGNS AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VISIBLE TO ❑ I••� co OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE REQUIREMENTS OF STEP 1 OF PHASE I
ALONG WORK AREA ANO AT THE D18COETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG uJ APPROACHING TRAFFIC. < H SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE I). ALL WORK DESCRIBED IN THE PROJECT PHASING
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS THE WORK AREA 0 USING A PILOT GAR. W 2 SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED
PROVIDE❑ TO THE FLAGGER (REFER TO RSD. 1101,1 1, SHEET 2). 3. COMES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. '2 2- MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR I! BY OTHERS.
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. _j U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS
4- MOUNT SIGN 620-4 "PILOT CAA FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF E 6N A SINGLE SUPPORT. FOLLOW MANUFACTURER'S RECOMMENDATIONS. THESE SYS7EM5 SHALL RE c
7- DRUMOR S
SKINNY REQUIRMMIAAENTS,USED IN I-IEU OF CONE$, REFER TO RSD. 1160.01 THE PILOT VEHICLE. C 1 NGHRP ING E SUP SUPPORT.
AND NLOW APPROVED. � V. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY ONE
5- DO NOT INSTALL MORE THAN ONE [1} MILE OF LANE LEGEND DIRECTION.
5- USE FLAGGFRS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. CLOSURE MEASURED FROM TILE BEGINNING OF THE MERGE 3- REFER TO STANDARD SPECIFICATION 10E39-1 FOR WORK BONE SIGNS.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) TAPER T$ THE END OF THE LANE CLOSURE. a FLAGGER W. CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE
PLACED APPROXIMATELY 250 FT. IN ADVANCE Qf THE FLAGGER. FOR SIGNALIZED
NALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. B- ADVISE RESIDENTS AND (BUSINESSES WITHIN THE LANE 4- REFFR TO STANDARD SPECIFICATION 1089-2 FOR WORK ZONE SIGN SUPPORTS. SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO CONSTRUCT
CLOSURE LIMITS ABOUT METHODS OF SAFE EQRESS AND ` CONE
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS SUPERCEDED BY
1O- DO NOT EXCEED A 1 MILE LANE CLOSURF LENGTH UNLESS OTHERWISE $MOWN IN THE TMP OR CAR OPERATIONS. IQ PORTABLE SIGN SHEET 1 OF 14 5- REFER TO RSD. 803.20 FOR WMD POSTS. SHEET
♦ 11 OF 3 ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM TRAVEL LANES.
AS DIRECTED BY THE ENGINEER. 4w DIRECTION 4F TRAFFIC FLOW 11101 .021
111V ■�1
5- REFER TO STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS. X. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII (PEDESTRIAN CONSIDERATIONS) OF THE
W.A.T.C.H.
CD cn co
Y. ALL MILLED AREAS ARE TO BE TEMPORARY STRIPED BY THE END OF EACH WORK DAY.
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aowx STOP/SLOW PADDLE FLAGGER AND PADDLE PLACEMENT 000 = PROJECT NOTES:
a'4x xa' �e"�x aa' Lud LL- _ !LJ 19 �-_
0•r p BORDER AREA �U�+� 1. CONTRACTOR SHALL PROVIDE AND INSTALL FINAL PAVEMENT MARKINGS AND SIGNAGE.
56'z 14:+ TAKER < f—i I¢' < h-F
q"$%24" �K' po'G 0ONE I--_~ Z LL) BURDEN F� �=� Z�
SSACING U) LL ip_j e- fi„ 1'-, R crxLL 2. CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME.
a [4°C "4°� 3. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME, UNLESS
1E" B-c D Tes 6"TFLOW OTHERWISE INSTRUCTED BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO
�- Luo w a ONE BLOCK EACH DAY IN ORDER TO DECREASE THE AMOUNT OF BACKFILL.
i i PAVEMENT MARKING NOTE: �� `�,IICAR►����ii ```���N�1ICI�I►Ri►�����'
_ g" 7I.g" SIGN TO BE.-1- a-7' �` •• S •. ••• •• Y '�
W9RIC AREAL A i I O rRur GWDuNO TO BDTT4A LANE STRIPING TO BE DONE IN ACCORDANCE WITH DIVISION `���4o:Q-pFE S/p�;y �� `�_�• •�y ��
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[a" ❑❑❑ OF alok 12 (PAVEMENT MARKING, MARKERS AND DELINEATION) OF Q 9<'; GROUP PCC.
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R3-x W H lA.6NNR[%1ND-REI: REF(.ECTpgIi'Ep &4fKflRCUHO-[NWJRE RfFLEGTORTYEL NN gaga -- -- - -- ----- ------------------. ADT = 6,100<10,000 �I J' ••••G INE•••••�Q'�� Ii,/� •c••••••••••••`••,•f�� ���
8PACINLI xa" x za•' �a�' \4 TRAVEL LANE PAVED SHGl1f,DER SHOULDER [ NO LANE CLOSURE FROM ' B'`G���`�` •,��r` OF AU,,;O�```
hPPRDACRI ►111111 �� 1111111 `
L^J H.tF Y [pPE $UF FEA SD $H1 1 l R NOTE: FOR DFERATIONS TM4T ARE RESTRICTED FROM F)USK T4 DAWi ONLY, POINT 6-9 A.M. & 4-6 P.M. (ryT (T
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- it MONDAY — PRIORY Digitally signed b Anthonynon
TAAFRC ¢ L) Q < B. Cowan, P.E.
H 0 0 � Date: 2024.01.07
OR.4-'Yf3}-1 a-i L O4.+ R
LLI H
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GENERAL NOTES
z 1- REFER TO RSD. 1101.11, SHEETS 1 & 41 FOR "L" z DISTANCE AND SIGN SPACING. J
2- INSTALL LANE CLOSURES WITH THE TRAFFIG FLOAT BEGINNING WITH DEVICES ON THE UPSTREAM LL
SIDE OF TRAFFIC. REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES �} � O = Cl3
ON THE DOWNSTREAM SIDE OF TRAFFIC. Project:
3- PLACE CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES GENERAL NOTES
THE POSTED SPEED LIMIT. PLACE CANES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING > r M c B RIDE SUBDIVISION
4F 25 FEET, d 1- USE HAND SIGNALING DEVICES SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC.
❑ USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. HEMBY BRIDGE, NORTH CAROLINA
4- E}{TEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROUIOED < , j::.... :
TO THE BEGINNING OF THE APPROACH SHIFT TAPER (REFER TO RSO. 1101.11, SHEET 2). Title:
O
F .:..
� W � 2- FABRIGATE STOP-SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL, � ✓x.,,,
5- TMAs ARE RLQUIRED WHEN ADEQUATE SUFFER SPACE CANNOT BE ATTAINED. POSITION TMAs TO = P PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 6-7' ABOVE GROUND "" ::'::
MAINTAIN A ROLL-AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER. - TRAFFIC CONTROL DETAILS
LEVEL.
6- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 FOR SKINNY
DRUM REGUTREMfNTS.
3- PROVIDE STOPPING SIGHT DISTANCE: TO EACH FLAGGER STATIGN. REFER TO R$O, 1141,11, .....r.':'. �.....,�
NO. BY DATE REVISION :::::::: File #: 20155-S-RI.DWG Date: 11/11/22 Project Egr: ABC
7- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR AS LEGEND J SHEET a. ......
DIRECTED BY THE ENGINEER. E W Q Design By. ABC
$- USE FLAGOERS TO CONTROL TRAFFIG AT INTERSECTIONS AFFfGTEO BY THE LANE CLOSURE, f FLAGGER {tl 4- ILLUMINATE FLAfiGEA STATIDN3 DURING NIGHT OPERATIONS, _
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS {W20-7a) :;::; L I S A A C S O Drawn By. MAO
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED �CONE 5- FOLLOW FLAGGER OUALiFIGA71ON5 AND METHODS Of HAND-SIGNALING PROCEDURES IN ACCORDANCE CIVIL ENGINEERING DESIGN AND SURVEYING C
INTERSECTIONS, RLACI= SIRNALS IN THE FLASH MOdE AND USE LAW ENFORCEMEENT, WITH PART III OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Scale: 1°=30
PORTABLE SIGN FSHEE(T 2 OF 1A SHEET 1 OF 1
DIRECTION OF TRAFFIC FLOW 1 e- ALL FLAGGERS MUST BE CERTIFIED BY AN HCOOT APPROVED TRAINING RESOURCE. 8720 RED OAK BOULEVARD, SUITE 420
PHONE [phone] FAX [phone]
�2'4
PAActive Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RI.dwg,C2.4 TRAFFIC CONTROL DETAILS,1/7/2024 1:56:24 PM,bcowan,1:1

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CHARLOTTE, N.C. 28217 C2.5
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.5 IDLEWILD RD SECTIONS,8/18/2023 2:47:38 PM,bcowan,1:1

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1 MAO 8/18/23 PER REVIEW COMMENTS Lu Design By. MAO
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IDLEWILD ROAD CENTERLINE
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=5
4+00
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2.6
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.6 IDLEWILD RD SECTIONS,8/18/2023 2:47:57 PM,bcowan,1:1

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3_58% 3.00% SAW-CUT 2.00%
�- - - - - 8.0%
- - - - - - - - - - -
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680.00 - - - - - - _ _ - - _
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4.85' PROP. 1.5" MILL (MAX.) & 1. " OVERLAY (MIN.) GRADE
PROP. 1.5" MILL & OVERLAY Q0
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1 MAO 8/18/23 PER REVIEW COMMENTS _ Design By. MAO
IDLEWILD ROAD CENTERLINE � o Drawn B MAO
5+31 ISAACS y
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=5
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2.7
PHONE (704) 527-3440 FAX (704) 527-8335
":\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.7 IDLEWILD RD SECTIONS,8/18/2023 2:48:17 PM,bcowan,1:1

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680.00 _
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670.00 McBRIDE SUBDIVISION
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-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 NO. BY DATE REVISION ::::;: File #:20155-S-XS.dwg Date: 11/11/22 Project Egr: ABC
1 MAO 8/18/23 PER REVIEW COMMENTS _ 0 Design By. MAO
IDLEWILD ROAD CENTERLINE � o Drawn B MAO
6+50 ISAACS y
CIVIL ENGINEERING DESIGN AND SURVEYING(- Scale: 1"=5'
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2.8
PHONE (704) 527-3440 FAX (704) 527-8335
":\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.8 IDLEWILD RD SECTIONS,8/18/2023 2:48:37 PM,bcowan,1:1

6 ° 00 NOTE:
90.00
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680.00
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8.09�_ - - - - - - - - - - - - - - - - - - - - - - - - - -
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675.00 18.15 In
PROP.
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(TYP•)
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14.s1' - - - - - - - - - - - 13:55:57-0400
PROP. 1.5" MILL (MAX.) & 1.5" OVERLAY (MIN.) N
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APPROX. LOCATION OF `'`` �� M c B R I D E SUBDIVISION
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APPROX. LOCH ION of `.. HEMBY BRIDGE, NORTH CAROLINA
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Title:
665.00 IDLEWILD ROAD SECTIONS
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CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=5'
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE 8720 RED OAK BOULEVARD, SUITE 420
8+00 PHONE (704) 527-3 CHARLOTTE, N 8 217 ��'440 FAX [phone]
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.9 IDLEWILD RD SECTIONS,8/18/2023 2:48:57 PM,bcowan,1:1

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d cn N co � cc R R o � cD N� co cc Q W cD -, o o R �t o 00� N c0 z 00 m R O c0 Z O O+r, � +r
co co b rr rn b co cn o� w co o n o o o -
M o 0 0 o o a0 LO a0 0 o N H Lei Lei Q Z O O O O
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fl co co co fl co co co co o co co co co o 0 0 0 0 o co 0 0 0 - -
Cp co co co co co :o co co Cp co co co Cp �p CO co CO Lp� UJ�- O co UJ co co co Q Q a cn�
O N
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 674 ........; w 4a; 674
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o ..................>................. ,..� ............,............ .............. ... 672
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690.00 O_ - - _ - LLJ
N 668 ............................................. ........................................ .... .............. ............ ... 668
.. .;..
co +3 .. .. F OF
w M t° � < 18' R P @ 1 .57%
M co cJi °' W 1n 666 PROP:...42:g4..EF...O ........ .................................. .......pROP.... �.1.¢...LF. OF 666
_ e II M
w a w w ( a 665 18" RCP ® 1.52 . 18" R P ® 1.57 . 665
685.00 . - II W 0 EXI T. 16" DIP WM
O J
w a W a 3 > oo0 0N
w
a N
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a Ln
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680.00
11.04' 11.00' 11.00' 6.00' -0+5 0 0+0 0 1-0 0 1 +10
PROP. LANE PROP. STRIPED PROP. LANE SHOULDER
MEDIAN
I Z 62' a. 3' 11,63' i i
EXIST LANE EXIST EXIST, LANE I PROP.
EXIST T IPE 8.00' GRADE
GRADE ME IAN PROP. SIDEWALK (TYP.)
675.00 (TYP> IDLEWILD RD STATION
1 2.00%
1- - - 3y SAW C T
- - - - - - - - - - _ _ - - - - - - - -~- 2 s.o� HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL
- - 1.46% 3.58% i �1
PROPOSED PROFILE AT C/L
- - - - - - - - - - - - - - - - -
- - HYDRAULIC GRADE LINE (25-YR HGL)
670.00 0.60' 12.06' - - - - - - - - - - - - - - -
PROP. 1.5 MILL & OVERLAY PROP. 1.5" ILL (MAX.) & 1.5 OVERLAY (MIN.) co N
H
APPROX LOCATION OF APPROX LOCATION OF
EXIST FOCITELEPHONE LINE EXIST. 16 WL
APPROX, LOCATION OF
EXIST FOCITELEPHONE LINE
665.00
co cl' Cz rn R o� R N� O (n O o Co ni w M (� 07_ r)� O c O Q M r O co
o co o 0 o co o o Lo R, o Lo o� o o w w o Q c0r coo rn� UDr". O�^ N�� �� O�� No
of M co C� C� �2 N M C� C7 Cj co C� co co Cj J c, c, c, pj ^'J ^J C� ^.2 O r7 O)
N N O o 0 0 o O o 0 0 �O o r� No No a Oo O�
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE
9+00
N
690.00 CC
IIN �
a
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0. U Ld r
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685.00 a " hd
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11.17' 11.00' 11.00'
PROP. LANE PROP. STRIPED PROP. LANE
680.00
80.00 MEDIAN a a ``011111111//�I ``x111111 111////'
EXIS o.BORIPE .♦♦���•� CAR �����. .♦♦Q� CAR •�
2.25' 2 25' 6.00' 8.00' O , F ESSj �'L .� •• ���
MEDIAN � � otiy��� �� � �;' THE ISAACS 9 ��
PROP. - - GROUP, P.C.
EXIST LANE EXIST LANE SHOULDER PROP. SIDEWALK GRADE ® = SEAL _ = ; ENGINEERING &
(TYP ) 1 = 026462 = =m :LAND SURVEYING;
675.00 1 ° ��°� NO. C-1069
- - - - - - - - - 3.00% AW C ice •• �` qL ••_� i �%
- - - - - -
_ - - - - - - - - -2.45% 3.27/0 8.0! �1 ' i�'y .• GINS •O Q'♦� I���1A�•. .••Iz')
s Know what's b@IOW. 'ii3ONY B. 0♦• �i,� OF AO �♦�
N _, , //1/1111111 N ♦ ' 11/1111110 `
Call before you dig.
r� - _ _ _ _ _ _ _ THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
if 0.50' 11.55' - - - - - - - _ _ _ - _ ONLY AND SHOULD NOT BE RELIED UPON AS THE Digitally signed by
PROP. 1.5" MILL & OVERLAY PROP. 1.5" ILL MAX. & 1.5" OVERLAY MIN. - - - - - EXACT LOCATION OR A COMPLETE INVENTORY
_ _ _ _ WHEN PERFORMING SITE EXCAVATION.PRIOR TO
670.00 - - - - - - - - _ COMMENCEMENT OF ANY EXCAVATION,CONTACT {� Anthony B. Cowan, P.E.
APPROX LOCATION OF EXIST 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TOajc, w� Date: 2023.08.21
Qo
VERIFY THE LOCATIONS AND EXISTENCE OF
EXIST Oc/TELEPHONE LINE APPROX. L CATION OF � GRADE EXISTING UTILITIES. 13.59.01-04'00'
E IST. 16" WL (TYP.)
APPROX LOCATION OF
EXIST FOCITELEPHONE LINE
665.00
Project:
o o "D � o a ( Q o o Lo M o 0 0 o Ln d M N 00 o N� c0 Q 00.E o� CD o
M o 0 0 o � N Ln"D (DR- WM 1�- Oco �(1 (0r McBRIDE SUBDIVISION
o
a o rr Q �i M M Q d Q rr rr a 4 v Q Q Q c`D �i M N � ^ o 0 CD o O o o r70 C+) N o� o
a: % HEMBY BRIDGE NORTH CAROLINA
o o 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 Oo Oo �o Oo Oo Oo
Title:
IDLEWILD ROAD SECTIONS
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 `
IDLEWILD ROAD CENTERLINE NO. BY DATE REVISION rx.....:......
r .. :::::: File #.20155-S-XS.dwg Date: 11/11/22 Project Egr. ABC
9+50 1 MAO 8/18/23 PER REVIEW COMMENTS = Design By. MAO
� I S A A C S O Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale:
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2. 1 0
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.10 IDLEWILD RD SECTIONS,8/18/2023 3:19:55 PM,bcowan,1:1

00
L0
690.00
LL
e o
(o
e W e II
w � w w
NOTE:
o PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROADWAY.
685.00 w w w � II II
V0 J
= Cf
Q
U W
H
11.08' 11.00' 11.00' 6.00' o
PROP. LANE PROP. STRIPED PROP. LANE SHOULDER a: CL
MEDIAN
CL CL
680.00
12,60' 12,68' 1 1 8.00'
_ _ _ _ EXIST. LANE EXIST LANE PROP. SIDEWALK EXIST
1 GRADE
SAW C T 2.00% (TYP)
675.00 - - - - - - - - - - - - - 2.3s% 2.08% 1
- - - - 2.70% 2.39% -'
n - _ , , ` - - - - - - - - - - - - - - - - - - - - - - - - - 3- - - _ _ _- - - - - - _ _
� 11.68' - - - - - -
PROP. 1.5" MILL & 1.5" OVERLAY N PROP. - - - - - - - - - - - - - -
if rq GRADE
Q0 if (TYP.)
Cl\ N
ey
670.00
APPROX. LOCATION OF if
T. FOC�TELEPHONE LINE APPROX. LOCATION OF
EXl
EXIST. FOCITELEPHONE LINE
APPROX. LOCATION OF
EXl 5 T 16" WL
665.00
00-,-, nQ a o, M t 1,, n o o) co a Lo o � � cc
o� :0 CA o rr o o o 0 0` � co M w (CDQ Lo 0 co t� M co R, M 000 L�D a M M
Cp Co rr G p- p- p- O G Ln 't") C'� rn^D rn T'J D� of4 cj Ln c"J Ln c�j Ln Ln N 4 ncdn N C9
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE
10+00
04
p I�
N �
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685.00
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EXIST 11.44' 11.00' 1 11.00, 6.00' 1 O
GRADE PROP. LANE PROP. STRIPED PROP. LANE SHOULDER I �
680.00 MEDIAN a
- - 12,79' 12.57' 8.00'
EXIST LANE EXIST LANE PROP. SIDE1 VALK
1.0 ' 1
2.75% SAW- T
� � -
- - - - - - - - - - - - - - - - 2.11% , 2
8.0
- - _ - - - - - 3.11% 72.75% -� _ _ - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -
675.00 - - - - - - - - - - - - - - - - - - - - - - - - -
N 1157' LC) 3
.
� N
PROP. 1.5" MILL & 1.5" OVERLAY
-\-
co PROP.
GRADE
APPROX. LOCATION OF (TYP-)
EXISTFOC TELEPHONE LINE APPROX. LOCATION OF
EXIST, FOC/TELEPHONE LINE
670.00 APPROX, LocA ION of
EXIST, 16 WL
665.00
cp c0 _ o N M c) c0 co o a 00 co � t,, c� c3 R c) i o c,t � N
n -1) R 00 :VJ G O' Lo LoC0 co :o to LCD CD ^1 0) co (CD CCO O O O O 0�) cc N N N co n cp n 0 N n O 0) c)
:0 00LO �
00 � o o co fl co co 0 0 n o cc Lo Ln Lc R d O R
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE
10+50
00
695.00 00
av
co M
II p
t0
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v LJ o r (o p
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b U b II U 00
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Off•' ESS + . ��•. r� �
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11.63 11.00 11.00
PROP. LANE PROP. STRIPED PROP. LANE SHOULDER _ Q _ _ _
MEDIAN _ � GROUP P.C.
• SEAL • ENGINEERING & ;
EXIST,13,0LANE EXISTSLANE PROP. SIDE ALK.00' :• -
��� ���;•N0. C-1069 •; ��
026462 r� :LAND SURVEYING; O_
EX T ••••HG Z.INE�••• / ••• '�`�
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_ - - - - -� 2y 8.0% - - - - - 2~ 7/////1111111:��� I ��
_ - - � - - - - - - - 3.38% 3.79% - - - - - - - - - - - - _ C111beforeyoudig.
_ - - _ THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
�- -_ - n 1 - - - - - - _ _ - - - _ ONLY AND SHOULD NOT BE RELIED UPON AS THE Digitally signed by
LC)N N 3 EXACT LOCATION OR A COMPLETE INVENTORY
11.55 COMMENWHEN CEMENT
OF AN EXCAVATION.ION,C NTACTOR TO �{ Anthony B. P.E.
� PR 1.5" MILL (MAX.) & 1.5" OVERLAY (WIN.) � COMMENCEMENT OF ANY EXCAVATION,CONTACT VC Jl Cowan,
675.00 VERIFY THE LOCATION ANDEXISOTENCEOFR AS DEDTO Date: 2023.08.21
PROP. EXISTING UTILITIES. 1 3.58.44-04 OO
APPROX LOCATION OF APPROX, LOCATION OF GRADE
EXIs . FOC/TELEPHONE LINE EST FOC/TELEPHONE LINE (TYP.)APPROX. LOCATI N OF
EXIST 6" WL
Project:
670.00 _ _ .` :` McBRIDE SUBDIVISION
�_ a cn Q � o co � o o 0 0 0 � co o co o �� o� o o o o) : "`` :.. .' '::::: HEMBY BRIDGE NORTH CAROLINA
_ ��.�..
co co o N � o) M rr �: o o N CA w � co o) N M �1 o c) � (, 1� v o ' '
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�`� � Title:
IDLEWILD ROAD SECTIONS
. .
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 NO. BY DATE REVISION ::::;: File #:20155-S-XS.dwg Date: 11/11/22 Project Egr: ABC
IDLEWILD ROAD CENTERLINE 1 MAO 8/18/23 PER REVIEW COMMENTS _ Design By. MAO
11 +0 0 . H- I S A A C s o Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING(- Scale: 1"=5
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2. 1 1
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.11 IDLEWILD RD SECTIONS,8/18/2023 2:49:37 PM,bcowan,1:1

co
0
00 N N
695.00 `°
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m W e co r Cfl
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0_
W W w NOTE:
o� 0
o' 0 o PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROADWAY.
690.00 w o_w w o_ II
O �
Q
d W
0
O_
EXIST O
685.00 - GRADE 11.38' 11.00' 11.00' 1 6.00' 0-
TYP. PROP. LANE PROP. STRIPED PROP. LANE SHOULDER
MEDIAN
12,88' 1 12,56'
- - - - - - - EXIST LANE EXIST, LANE 8.00'
PROP. SIDEWALK
1.0 '
- - - - 300 SA IT 2.08% An 2.00%
680.00
3.64% 3.89% -� - - - -
Ln
-011.57' C� 3
PROW 1.5" MILL (MAX.) & 1.5" OVER Y (MI .) 0 PROP.
GRADE
675.00 AP ROx LOCATION ofCl- APPROX LOCATION of
EXIST 1a" WL EXIST FOC/TELEPHONE LINE EXIST FOC/TELEPHONE LINE
APPROX. LOCATION OF
EXIST 16 WL
670.00
Cc cn o o 0 Q o 0 0 0 o 00c! o � o Q 0 0 0 0 0 b 0 0 0 �z Q o CO a 0
Cp �O CC C\j O CO N 0) O "� �i N N O o) N N � M O N ICJ 0) � O oU � co Lo R G co C9 O cn
o rn rn o 0 0 0 o O o 0 0 0 0 � 3) o cr) a o o � o c o z o a o, rn o C6
z Z Z N N 0 0 0 0 0� 0 0 CO N � z 0 z N z N N
0 0 0 0 0 0 0 0 0 0 0 0 co 0 0 0 0 co 0 0 0 0 co 0 0 0 0 co 0 0 0 0 0 0 0 0 co 0 0 0
co 0 0
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE
11 +50
O c0
00 N
BO a0 M
695.00 `° N
b - N LJ 00
M b M 0- to
O_' II
b w b V) W
W U W D_ O_ O N
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r4 r4 r4 a. a.
w a w w o_ a. II �
690.00
I I I I J J
1.73' 3 3:
PROP. FLARE o 0
V1 N
EXIST 11.12' 11.00' 11.00' 6.00' a a
GRADE PROP. LANE PROP. STRIPED MEDIAN PROP. LANE SHOULDER O O
685.00 (TYP) a a
12,62' 12,77'
EXIST LANE EXIST. LANE 8.00'
- - - - - - - - 1 0 PROP. SIDEWALK
- - - - 3.00% SAW UT 2y 2.00%
- - - - 3.50% 3.80% -_ - - - - - - - - - -
680.00 - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
N 11.77' V
PRO . 1.5" MILL (MAX.) & 1.5" OVERLY (MIN.)
PROP.
GRADE
APPROX LOCATION OF APPROX. LOCATION OF (NP,)
EXIST, 18" WL EXIST. FOCITELEPHONE LINE APPROX, LOCATION OF
675.00 EXIST FOC/TELEPHONE LINE
APPROX LOCATION of
EX ST. 16" WL
670.00
0 rn 0 N o -) rn 0 0 Ln 0o C9 MOO n 0 M 0 0 0 Cc 0 Cc 0 0cc-0 N o 1,0 0 C90
^a �t o c� o o a Q� Q� 0 (0 0 1-0 a 0 C�) 0 n CN co CN v 0 C -\ c,3 n cc N r� 0 M 0 0 co v0 0 0 o 0 0 0 N
o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � a; 0) cr�
N N
0� N c Z cn cn :0 ck� cn cn cn cn ck� m m - cn - cc 0 cc C),� cc 0 cc 0 cc 0 cc- cc ck� 0000 0000 0003 r,0 00� 00 0 00 m 00 CO 00 0 00 C13 0003 0003 OC N N N N
co 0 0 0 0 �0 0 0 0 0 co 0 0 0 0 co 0 0 0 0 co 0 0 0 0 co 0 T
0 co 0 T
0 T
co 0 0 0 0 co 0 T
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-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
IDLEWILD ROAD CENTERLINE
12+00
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N N
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695.00 c° t11
o
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M S� M
nGilb r
H
b w b (n
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690.00
11.32' 11.00' 11.00' 29.50'
PROP. LANE PROP. STRIPED MEDIAN PROP. LANE PROP. DRIVEWAY
EXIST 1►11I I III 1111I III/
685.00 GRADE 12,82' 12,99' GRADE ����,�•�CARp��� ���� CAR����ii
EXIST LANE EXIST LANE (TYP.) �� •• ESS •• �7/�'• •��O�•••'' •'••����•
- - - - - - _ _ _ 1.85% SA ,UT 1.14% 1.94% / :��O Q� /�ti�•• �i :� 1•. 900
_ _ 1.98% � q�;� � � � THE ISAACS ��
- - - _ _ _ _ - - y 1.5 % _ - _ GROUP, P.C.
- - - - - - - - - - - 4.41% = = -
- - - - - - - - - - ® _ SEAL _ _n � ENGINEERING &
4.39
_ - i 026462 _ . p=
LAND SURVEYING
N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t J,; N0. C-1069
10
680.00 , N - - - - - - - - - - - - - - - . , •••...•..N•• ��� �I,C,9 ••••..•..••••• ���
5 28' WEDGING co Kno�w+what s be�OW. ���i��l�/i B.
i,G����` ���i,�FOF Av`��`�"
APPROX LOCATION OF APPROX LOCATION OF Call before you dig.
EXIST 18 WL EXIS . FOC TELEPHONE LINE PROP. 1.5 MILL (MAX. & 1.5 OVERLAY (MIN.) THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
ONLY AND SHOULD NOT BE RELIED UPON AS THE Digitally signed by
APPROX. L OCA TION OF EXACT LOCATION OR A COMPLETE INVENTORY
EXIST. FOGITELEPHONE LINE WHEN PERFORMING SITE EXCAVATION.PRIOR Anthony B. Cowan, P.E.
675.00 Anthony/1 l 0
COMMENCEMENT F ANY EXCAVATION,CONTACT Y
El,IST. 76 WL 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF Date: 2023.08.21
EXISTING UTILITIES. 1 3.58.26-04'00'
670.00 Project:
Q o Q C M Q C c, _ t, , o Q � Q o n o n � o _� � Q �
McBRIDE SUBDIVISION
o o 0 a Q 0 0 0 v 0 0 0 0 0 0 ^ "" 1 `` HEMBY BRIDGE NORTH CAROLINA
0 0 0 o a 0 0 n G M 0 O o 0 j;.:::.
Ni N N C i �i o o o o 0 0 0 0 0 0 0 0 oa Z
o� 0 0 0 00 o� cn �n �n 0 0 0 0 cn o� 0 0 0 �n o� 0 0 m o� m 0 0 m 0 0� 0 0 0 0 0 0 0 0 Title:
r
0 00 0 0 0 0 0 0 IDLEWILD ROAD SECTIONS
t
-30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 No. BY DATE REVISION :;:;:; File #:20155-S-XS.dwg Date: 11/11/22 Project Egr: ABC
IDLEWILD ROAD CENTERLINE 1 MAO 8/18/23 PER REVIEW COMMENTS _ Design By. MAO
12+5 0 H- I S A A C S o Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=5
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2. 12
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.12 IDLEWILD RD SECTIONS,8/18/2023 2:49:57 PM,bcowan,1:1

M
M LO
(V
CV 00
695.00 ° `1 NOTE:
11' LU
e a PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROADWAY.
N N F-
b W b V)
0
W W W
690.00
11.33' 11.00' 11.00' 29.50'
PROP. LANE PROP. LANE PROP. DRIVEWAY
EXIST 12.83' 12,98'
GRADE EXIST, LANE EXIST LANE
PROP
685.00 GRADE
- - - - - - - - - 1.00% 1' (�')
- - - - _ _ _ _ _ SA UT 1.00% 2.00% 1y
- - - - - - - - - - - - - - - - - - - - - - 4.5019
4.31
- - - - - - - - - - - - -
- - - - - - - - - - -
7.91'
680.00 WEDGING N _ _ _ _ - - - - - - - -
If 4.08 �
cl
PROP. 1.5" MILL (MAX.) & 1.5" OVERLAY (MIN.) �
APPROX LOCATION OF H
EXIS 18" APP OX LOCATION OF
T. WL . APPROX. LOCATION OF
EXIST FOC�TELEPHONE LINE
EXIST. 16" WL
APPROX LOCATION OF
EXIST. FOCITELEPHONE LINE
675.00
670.00
Q Q co o �0 0j o o CC)0 0 0 Lo rn N � v a.CO o m
0� rr rr n LO co co co �O � M o o
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11.54' 11.00' 11.00' TURNOUT
PROP. LANE PROP. LTL PROP. LANE
PROP.
13,04' 12,88' GRADE 8.00'
EXIST EXIST LANE EXIST LANE (TYP,) PROP. SIDEWALK
685.00 GRADE
(TYPJ EXIST,
1 3.00�
GRADE
3.00% SAW UT 2.00% (TYP
- - - - - -
- - - - - - 1 - - - - - - - - - - - - - - - -
0 12.32% 3.88% r.
o - -
- - - - - - - - - - - - - - - - - - - - - - - -
6 - - - - - - - -80.00
11.88' N
APPROX POP. 1.5" MILL (MAX.) & 1.5" OVERLY ( IN.) c
LOCATION OF APPROX LOCATION OF
EXIST, 18" WL EXIST, FOCITELEPHONE LINE
APPROX. LOCATION OF
EXIST. FOCITELEPHONE LINE
675.00 APPROX, LOCATION OF
EXIST 16 WL
670.00
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685.00 1 = i 026462 _ =m:LAND SURVEYING;OZ
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- - - - - - - - -
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_ _ _ _ _ _ 1 before you dig.
4.32% --� ''� - - - - - - - - THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
680.00 �- WINESSM ONLY SHOULD NOT BE RELIED UPON AS THE Digitally signed by Anthony
C EXACT LOCATION OR A COMPLETE INVENTORY {}��7
PROP. 1.5" MILL (MAX.) & 1.5" OVER Y ( I .) Q COMMENCEMENT OF A_Q0 WHEN PERFORMING INY EXCAVATTE ION,CONTACT ,+ } D Cowan, P.E.
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO VL/�WWP]V Date: 2023.08.21
VERIFY THE LOCATIONS AND EXISTENCE OF 13:58:03-04'00'
APPROX, LOCATION OF EXISTING UTILITIES.
APPROX LOCATION OF EXIST. 16 WL
APPROX LOCATION 0
EXIST FOCITELEPHONE LINE EXIST FOCITELEPHONE LINE
675.00
Project:
` `` ' ' McBRIDE SUBDIVISION
HEMBY BRIDGE, NORTH CAROLINA
Title:
670.00 IDLEWILD ROAD SECTIONS
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CIVIL ENGINEERING DESIGN AND SURVEYING C
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CI
IDLEWILD ROAD CENTERLINE 8720 RED OAK BOULEVARD, SUITE 420
CH ,13+50 PHONE (704) 527-3 440E N FAX (8704)21 527-8335 C2'
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.13 IDLEWILD RD SECTIONS,8/18/2023 2:50:17 PM,bcowan,1:1

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00
695.00
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690.00 w w
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10.18' 11.00' 11.00' 11.11' PROP. SHOULDER
PROP. SHOULDER PROP. LANE PROP. LTL PROP. LANE
685.00 T
22.67' 23.32' EXIST,
EXIST PAVEMENT I XST. PAVEMENT GRADE
(TYP.
680.00 _ _ - - - - - - - - 4.66% - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5.12% 4.66% - - - '- - - - - - - -
23.32'
PROP. 1.5" MILL MAX.) & 1.5" OVERLAY (MIN.)
675.00
670.00
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EXIST PAVEMENT T PAVEMENT EXIST
680.00
(TYP.
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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IDLEWILD ROAD CENTERLINE
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WHEN PERFORMING SITE EXCAVATION.PRIOR TO a1`7g. Cowan, P.E.
COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO Date: 2023.08.21
VERIFY THE LOCATIONS AND EXISTENCE OF 13:57:43-04'00'
EXISTING UTILITIES.
Project:
` `` ' ' McBRIDE SUBDIVISION
HEMBY BRIDGE, NORTH CAROLINA
Title:
IDLEWILD ROAD SECTIONS
NO. BY DATE REVISION :::::: File #.20155-S-XS.dwg Date: 11/11/22 Project Egr: ABC
1 MAO 8/18/23 PER REVIEW COMMENTS _ Design By. MAO
S A A C S O Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=5
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C2. 14
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-XS.dwg,C2.14 IDLEWILD RD SECTIONS,8/18/2023 2:50:37 PM,bcowan,1:1

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SIGHT DISTANCE #1 PROFILE
HORIZ. SCALE: 1" = 30'
SIGHT DISTANCE NOTE:
OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED
WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS
REQUIRED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT
PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE.
CARO
��►111111///� ���\►III11////�
Z.:Q<��F �Oti •.'9 �:• THE ISAACS %.9
GROUP, P.C.
= SEAL _n ENGINEERING
026462 = r-q 'LAND SURVEYING; Z=
��� NO. C-1069
Digitally signed by
�5 Anthony B. Cowan P.E.
Date: 2023.08.21
13:55:11-04'00'
Project:
GRAPHIC SCALE McBRIDE SUBDIVISION
30 0 15 30 60
HEMBY BRIDGE, NORTH CAROLINA
Title:
1 INCH = 30 FEET SIGHT DISTANCE
NO. BY DATE REVISION \ File #: 20155—S—SD.DWG Date: 11/11/22 Project Egr: ABC
1 MAO X X XX PER REVIEW COMMENTS Design B MAO
/ / � S A A C S O Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=30
8720 RED OAK BOULEVARD, SUDTE 420
CHARLOTTE, N.C. 28217 C2. 15
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SD.dwg,C2.15 SIGHT DISTANCE,8/18/2023 3:31:05 PM,bcowan,1:1

I
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SIGHT DISTANCE #2 PROFILE
HORIZ. SCALE: 1" = 30'
SIGHT DISTANCE NOTE:
OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED
WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS
REQUIRED PRIOR TO TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT
PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED AN
EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE.
��►111111///� ���\►III11///��
CAROB ��. �o�,�N..CA..0� ,�.
�Oti •.'9 �:• THE ISAACS 9
GROUP, P.C.
= SEAL _n ! ENGINEERING
026462 = rn 'LAND SURVEYING; Z=
• ��� NO. C-1069 �`
Digitally signed by
�{R Anthony B. Cowan, P.E.
Date: 2023.08.21
13:55:30-04'00'
Project:
GRAPHIC SCALE McBRIDE SUBDIVISION
30 0 15 30 60 HEMBY BRIDGE, NORTH CAROLINA
Title:
1 INCH = 30 FEET SIGHT DISTANCE PLAN
NO. BY DATE REVISION \ File #: 20155-S-SD.DWG Date: 11/11/22 Project Egr: ABC
1 MAO 8 18 23 PER REVIEW COMMENTS Design B MAO
/ / � II S A A C S O Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=30'
8720 RED OAK BOULEVARD, SWTE 420
CHARLOTTE, N.C. 28217 C2. 16
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-SD.dwg,C2.16 SIGHT DISTANCE,8/18/2023 3:33:27 PM,bcowan,1:1

\ /A� .PROP. CB 50 V / I I \1 V A V \ V / \ \ \ \ W I LOT 68 �_ _ _ _
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' l / \ / i - / �� I 1 /I PROP. STREET TREE TYP. '' A �gL�C R _
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/ \� i -3-1 /� ^ � I % � � i y \ / / \ � 'I \ a .0' �./ _ — WHEN PERFORMING SITE EXCAVATION.PRIOR TO
/ �� O I /FFC 0 � /j j / — I \ \ / / \ PROP. STREET LIGHT (TYP.) � PRO _T ' COMMENCEMENT OF ANY EXCAVATION,CONTACT
I E, a o A w / j -- V / A \ PROP. CB 3E
� ,� � I __ � / \ }OO 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
1L V ` �/ �� , // y: / �Q / I /\ // p A AV _/ LOT 72 \ _ .,A �� QI h`�kjE� .. VERIFY
INGHUTILITIES.ONS AND EXISTENCE OF
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' .� �� �o �� / �A A \ SOP. 2.0'\ LLEY C�G / / i PROP. STOP 1 V I- A \ ---\ .\
�_,_;,, A V / -- � SIGN W/STOP A \ _ � A .V A
\ � /1 \ _ A \ � PROP. 10'X70' � \ �� \ BAR (TYP) \ \ _ LOT 9 \ -� 1.\ PROP. DI 3G
- / I \ _ / V A SIGHT ESMT. (TYP.) 1 A A \
// I / V / \ A Q&CY" \A I r- - o � \ .. ��\ \ �
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/ j �I L�T \ � \\ AV A I �\ 11�� 1 \ SIGN LOCATION (TYP.) - \ �\ \
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/ 1-1/ / ) LOTS 3 A� LOT\4 �. n v JLOT 5 \ �1 1 v� � \, A �_ �� A - _
PROP. GRANDIOSE DR.
(STA. 0+ 00. 00 TO STA. 10+ 00. 00) STATION
HORIZONTAL SCALE: 40 FEET PER INCH
I I LEGEND
6 9 0 690 -�LEV-- EXISTING CONTOUR
�LEV EXISTING PHASE 3 CONTOUR
................... .................................................................................................. ...................................................... .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ..............
ELEV PROPOSED CONTOUR
688 688
o SDE PROP. STORM DRAINAG
E ESMT
STA: 1+20.70
PROP. UTILITY ESMT.
EL: 678.03
o_....... ........................................................................................................... ...... .. .............. ........ .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ........ .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ............... :.. :.. ...:.. :.. :'r. PROP. SIDEWALK
..
686 K: 30.00 .. 686 0
z LENGTH; 55.73:
PROP. STORM DRAINAGE PIPE
ao
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684 .. .. .. .. 684:.. :..�wOUTSIDE PUBLIC ROAD R W
0+00.00 p o w} I r%� /
�- -1.01 LLD r- r NQ
680.70 -1 02% ao co O o 3 -� PROP. STREET LIGHT
.. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ..............
682 N STA. 2+50.27 z.w.. 682
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+ O + O EL: 671. 4
z - o zQI PCCE POST CONSTRUCTION CONTROL EASEMENT
p 1.50% w w K: 30.00 FOR BMP MAINTENANCE
680 ~� " " 0 680
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w aw_
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TH CS656 656
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.................... .................................................................................................. ........................................................ .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ........ .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. 10
654 654
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..................... .............................................................................................. ...................................................... .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ............. .............. .............. .............. .. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ..............
�, /b Y B, G :\ �, ` OF A\1� \:
652 . . 652 �1ii %�\ /4 ��\
: :
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_..
ly signed by
6 50 650 An�tholny B. Cowan, P.E.
00 O Ln Ln Ln N � N) 00 N L() O o0 00 N N N r- to N N r- _ � r 00 O N o � CO 00 O N � CO 00 O N 00 � (0 00 O N CO 00 O N r7 � �� Date: 2024.01.07
O O O O O � � O r7 � 00 r7 O 00 O O r7 � � DD � N O O � O O � 00 � � O � N � O r7 O � �
000 N . � 7 O — r7N CON o0 � — O N 00 o . Nn N � � CP In — On D> � N00 d7 . 00 CO 00N 00 =� ,ter � � (p � � � r7 � NM O � � r � O 00 O � � � ISO LC7 � OLq CON — 0) Ln1� 0) � N � C0 � 4 Ln 11:39:22-05'00'
O p rn0 rno rn0 000 DO 00 � r- Lor- Lo0 LriUD � 4 4n NiN N - NO • p) 00 rnco 00r- � O 0 O Lri0 4 � 4 � r-iM raj N riN rim KjZo r6Zo (N - CD O • O • O ' pj � m ' 0) ' DO 000 0 00 000 01- 01r rn � rn ao0 ISO r0 coLn 0 Ln
CO 00 � 00 � 00 r- I`_ r- r- r- r, r- I`_ r- r- � � � � r- � � r- r- I`_ � r- r- I`_ r- (O � O O O O O O O O O CD O O O O O O O O (O O O O (0 (000 (000 (0 (O CO O CO O CO O CO O O CO Ln (O Ln CO Ln O Ln (0 0 O Ln CO Ln CD Ln Lo Ln Lo Ln Lo Ln Lo Ln Lo Lo Ln U) Lr) ul
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—0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 Project:
PROP. GRANDIOSE DR. McBRIDE SUBDIVISION
(STA. 0+ 00. 00 TO STA. 10+ 00. 00 STATION ft. ` . HEMBY BRIDGE, NORTH CAROLINA
. .;
%r Title:
....
HORIZONTAL SCALE: 40 FEET PER INCH ROAD PLAN & PROFILE
.......<
: � :
EXISTING GROUND AT CL
- - - - - - - - - - - -
PROPOSED PROFILE AT C/L
NO. BY DATE REVISION 'r;` .:: . ..:..:; File #.20155-S-RP.owG Date: 10/19/22 Project Egr. ABC
1 AEN 8/18/23 PER REVIEW COMMENTS LLJ C) Design By. ABC
EXISTING GROUND 35 LEFT OF CL - - - - - - _
2 JAB 01/02/24 PER REVIEW COMMENTS :::;: � I S A A C S O Drawn By. AEN
EXISTING GROUND 35 RIGHT OF CL GRAPHIC SCALE CIVIL ENGINEERING DESIGN AND SURVEYING Scale: V:1"=4';H:1"=40'
40 0 20 40 80
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C3.0
1 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.0,1/5/2024 3:45:29 PM,bcowan,1:1

C3 I u,l -- (O ILr. I i I -� # y I . \ / y -�b �
_OT 69 ( \ I ° APPROX. STREET NAME , �� I \ IA V A \ v1
I I LOT � LOT��- I v v - \ //
I I 1 --LOT 66- - SIGN LOCATION (TYP.) I v I V / °
1�1 I \ I - - -- I I �'V I PROP STOP ii T
-_ LOT 6 :1 I � �T 63 1 \ �/ LOT 62 v \ \\ v v / � S3 �R °-
V 1 I 1 \ I 1 ,-- -- I SIGN W�STOP 'I �\ �1 °V A �( 4 LVOT 6 /
---�- --- 1 L- � + I BAR (TYP) L / 1 �� .I V � � A .I -SO / / _ / �v /
_ �
Q 0
i58 \ �� 813S ,S;Z ---- G--- -- " ° to � A 1 � /57 ---- /
PROP. CB 3L � -- - � 1 �� �
L _/ Know what's below.
\ � I 3S ,SZ \ ----- PROP. STREET TREE(TYP.) --- ��� �� �
_ _ _ v °� v - C1�1 before you dig.
_ _ _ _ /
_ ° / / THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
ROP. 5(� PUBLIC R � — — — \ � /_ — \ 'LOT 6 / / � - ONLY AND SHOULD NOT BE RELIED UPON O THE
\: .1. _ ——— \ 1 /�. — — — — PROP. CB 2F —.—. _ _ _ _\ \ /
—� / ° EXACT LOCATION OR A COMPLETE INVENTORY
PRO SO' P \ WHEN PERFORMING SITE EXCAVATION.PRIOR TO
_ — — y� ' '" • \\ // /� \ COMMENCEMENT OF ANY EXCAVATION,CONTACT
7OtOO A PRO 2.O' VALLEY C/G — — 1t" / ° �I 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
Z+OO — \ S VERIFY THE LOCATIONS AND EXISTENCE OF
° � � / / \ I � \ EXISTING UTILITIES.
—I I - � _ _ 4 � / PRg1�+ ALLEY C G
c, -_ -11 s - - I w—+ v / � \ l v v
PROP. Z.0' V�LtEY� G � 657 � � — �
\ PROP. CB 3B __ `L_, _ 5 S � —\� I— �, _ � ,po — / 1_ A \ A
�/ PRO 2.0' VALLEY C G �j2 STREET LIGHT (T P.)
-PROP. CB 3C r- _ v �2 \� �\ PROP GHT Y \ \
65 � -_ \ \
—� OP. 5 PUBL.N � *• 3 \ \\OT 59
i
.
-
- — —V - - — — — — —.—.— P. a �• �V A OP. DI 1P
\ \/
- ----- � ------� PROP. 10'X70' I � � � � � � ��� � ���� A \ � I /
\ 1 II 1 - -- SIGHT ESMT. (TYP.) -- - - - 1 \\ \ \ ° i/
I T1 1 PROP. 35'X35' Z / I A 11 I1I 1I �' V \.\ i I
I I SIGHT ESMT. (TYP.) l _ 1 1 654 I I 1 \ ,�
fi 1 PROP. CB 3A PROP. CB 2H - - - p 1 $ \ \ I
1e Q S
I
C 1 I� I I 1 11 /� I: 1 I �1 �� I �v �v
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LOT 1 1 1 1 - U I� \ I .1 I // I I >_ -_ h / \ / � \
L T 13 1 LOT 14 LOT 1 1 W I I / I 11 I J I v^ - _ \ I 1 LOTI 58 I
i I +1 I I I H I I I I LOT 1� / LOT 17 I -- `LOT-1 - _- LOT 19 I \\ \ I \ / //
I :1 I + I Z \. I I v 6 1 1 I U - - 1 U, / /
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1 / PROP. DI 2L I I \ \ —
_ v v 1: __ 1_I j 1 LOT 20 � \ sR / � _ �.h
1 1 I �I v PROP. DI 20 v / v I k 1 I _ 65� 1 - 1 / I _
s - v PROP. CB aG v / / i ��5 -1- I I
� i / � � / / ( LEGEND
+ 0$ 1 1 11�__-- - - - * I I� I /I /� 1 I - -�LEV-- EXISTING CONTOUR
I-- _ _ _ 4 - _PROP. CB 2A I ° �LEV EXISTING PHASE 3 CONTOUR
PROP. SLAB TYPE CB 2M�� I V I -- I _z2�- "'
\�anc,l I—'� I l_ ° ELEV PROPOSED CONTOUR
�o PROP. DBLL�__
CB 2B \ LOT 57
PROP. GRANDIOSE D R. - I - I m °,�,
/9 SDE PROP. UTIOLITY RM DRAINAGE ESMT.
650
(STA. 10+ 00. 00 TO STA. 20+ 00. 00) STATION �ft. � _ 1 i i , '___ ,� '• � ��x. '� PROP. SIDEWALK
-I- - - I r \F_ - PROP. STORM DRAINAGE PIPE
HORIZONTAL SCALE: 40 FEET PER INCH �-_--- 1 - - � \\ 1 4 Mz:1
PROP. PRIVATE STORM EASEMENT
I .--__ _ _ _4._ - - LL1 / i OUTSIDE PUBLIC ROAD R�W
m1 - - - PROP. STREET LIGHT
- - -- PROP. PUBLIC STORM DRAIN
__ I , I? I --i�' PCCE POST CONSTRUCTION CONTROL EASEMENT
- x --- LOT 5fi- FOR BMP MAINTENANCE
- w �-
- - _� < - I� 6 1 - PROP. DI � PROP. STREET TREE
- --- - o _ _ —�F ORANGE TREE PROTECTION FENCE
.. 0 * -� -a I ORANGE TREE PROTECTION FENCE & SILT FENCE
C� - - X X SILT FENCE
_ -
\ \ Iz - -s 64° __"
670 670
C ° 6 °`V
—� .
.............. �.. ...... ......
668 668
: -
: :
: � � / PROP. DCB 1C� ��
............................................................................................ .............................................................................................. ....................................................... ........ .............. .............. .............. ...... .............. .............. .............. .............. .............. .............. .............. .............. .............. PR
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660 �Z 660
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c� LOW PT. STA: 13+43.46 HIGH: PT. STA: 15+29.46
� � w I L01N PT E 651.03 HIGH PT EL: 65259
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658 : — T 658
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656 _ - - ¢.. 656
_ - . -
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654 �... w.... — — — 654
: -1.40 I -w m
: _ _- - - _ _ _ _ _ _ LOIN PT. STA: 19+41.76 :
_ - - _ _ _ _ - - - - - \ LOW PT EL: 64630
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— 026462 — r*- .LAND SURVEYING;0—
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634 634 fii
: : : : : : :
Digitally signed by Anthony
............................................................................................ ......................................................................... :.. :... :I.. :...
B. Cowan P.E.
632 632
: :
:
Date' 20 24.01.07
: : : : : : : : : : : : : : : : : : Oj[u7 8 6yt'_�
11:38:49-05 00
630 630
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McBRIDE SUBDIVISION
>:>: HEMBY BRIDGE, NORTH CAROLINA
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ;:: :' . ,:.,
PROP. GRANDIOSE DR. r Title:
°�� < ROAD PLAN & PROFILE
(STA. 10+ 00. 00 TO STA. 20+ 00. 00) STATION (ft. ) `' :+:
`' File #.20155-S-RP. Date: 10/19/22 Project Egr. ABC
N0. BY DATE REVISION 0. ...::::::
HORIZONTAL SCALE: 40 FEET PER INCH 1 AEN 8/18/23 PER REVIEW COMMENTS = 0 Design By. ABC
2 JAB 01 02 24 PER REVIEW COMMENTS :::: I S A A C S O Drawn B . AEN
EXISTING GROUND AT CL GRAPHIC SCALE / / y
CIVIL ENGINEERING DESIGN AND SURVEYING(_—_ Scale: V:1 4';H:1"=40'
PROPOSED PROFILE AT C/L 40 0 20 40 80
EXISTING GROUND 35' LEFT OF CL - - - - - - 872o RED OAI< BOULEVARD, SUITE 420
EXISTING GROUND 35' RIGHT OF CL — — — — — CHARLOTTE, N.C. 28217 C3. 11 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.1,1/5/2024 3:46:00 PM,bcowan,1:1

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III
..... ...... ...... ...... ...... ............. ............. ............. ............. ............. ............. .............
642 642 Digitally signed by
Anthony B. Cowan, P.E.
: : : : : : : : : : : : -��5 6-���
Date: 2024.01.07
640 640 12:00:21-05'00'
(p CD Ln O (n O Ln O Ln Ln O Ln O O Ln O N 00 I� Ln 0') N N N N N N N N N N r7 pry r� N Ln N (V O N n n 1`0
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L ,: ::::: Project:
20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 >:: M c B R I D E SUBDIVISION
"'' `% HEMBY BRIDGE, NORTH CAROLINA
PROP. GRANDIOSE DR. > ` >` yrX Title:
+� < ROAD PLAN & PROFILE
(STA. 20+ 00. 00 TO STA. 30+ 00. 00) STATION (ft. ) �++``�`
File #:2oiss s-RP.owc Date: 10/19/22 Project Egr. ABC
NO. BY DATE REVISION r.'.'... ::......:::
HORIZONTAL SCALE: 40 FEET PER INCH 1 AEN 8/18/23 PER REVIEW COMMENTS = 0 Design By. ABC
2 JAB 01 02 24 PER REVIEW COMMENTS :::: I- I S A A C S O Drawn B . AEN
EXISTING GROUND AT CL GRAPHIC SCALE / / y
PROPOSED PROFILE AT C/L 40 0 20 40 80 CIVIL ENGINEERING DESIGN AND SURVEYING Scale: V-.1"=4';H:1"=40'
EXISTING GROUND 35' LEFT OF CL - - - - - - 872o RED OAI< POULEVARD, SUITE 420
EXISTING GROUND 35' RIGHT OF CL — — — — — 1 INCH = 40 FEET CHARLOTTE, N.C. C3.2
PHONE (704) 527-3440 FAX (704)(704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.2,1/5/2024 3:46:31 PM,bcowan,1:1

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—— — —r A V I j �V '—'— - Cfl _ — / A A \� — THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
I / j_. I . . ' -—- \• I ' _ __ \ — —__ \ ONLY AND SHOULD NOT BE RELIED UPON AS THE
/ \ \ _ 6 \ PROP' CB 4D 54 PROP. 8' PLANTING STRIP \ \\ EXACT LOCATION ORACOMPLETE INVENTORY
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PROP. / I I / / r I "C s v i / C v
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678 678
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o ELEV PROPOSED CONTOUR
0
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674 x w 674 PROP. STORM DRAINAGE PIPE
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672 z o :... 672 [no R/w
0 0c S 3 T4: 37+9 7
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w K: 200. 0
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~ EL 656.24 FOR BMP MAINTENANCE
z_
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PROP. STREET TREE
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668 668
STA: 30+ 2.60 n r n N
L: 658 61 L W PT. STA: 32+55.OG
LOW PT EL: 656.88
O - O N
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642 642
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is :::: Project:
::;`...
30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 > > : M c B R I D E SUBDIVISION
': .%'`+:::. :;'c HEMBY BRIDGE, NORTH CAROLINA
Title:
PROP. GRANDIOSE DR. rX'Ff `
++ ROAD PLAN & PROFILE
(STA. 30+ 00. 00 TO STA. 39+ 04. 84) STATION (ft. )
NO. BY DATE REVISION File #:20155-S-RP.DWG Date: 10/19/22 Project Egr: ABC
HORIZONTAL SCALE: 40 FEET PER INCH 1 AEN 8/18/23 PER REVIEW COMMENTS k. _ 0 Design By. ABC
`:' :.':....
lu
2 JAB 01/02/24 PER REVIEW COMMENTS ::;: I— 11 S A A C S O Drawn By. AEN
EXISTING GROUND AT CL GRAPHIC SCALE CIVIL ENGINEERING DESIGN AND SURVEYING C
Scale: V:1"=4';H:1"=40'
PROPOSED PROFILE AT C/L 40 0 20 40 80
EXISTING GROUND 35' LEFT OF CL - - - - - - 872o RED OAK BOULEVARD, suoTE 420
EXISTING GROUND 35' RIGHT OF CL — — — — — CHARLOTTE, N.C. 28217 C3.31 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.3,1/5/2024 3:47:00 PM,bcowan,1:1

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/eO.S. #3 1
1.00 AC. I .
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SIGHT ESMT. (TYP.) Z W SIGN W/STOP
PROP. STARDUST WAY APPROX. STREET NAME
(' BAR (TYP)
(STA. 00+ 00. 00 TO STA. 07+ 00. 00 STATION SIGN LOCATION (TYP.) LEGEND
0 --ELEV-- EXISTING CONTOUR
HORIZONTAL SCALE: 40 FEET PER INCH ELEV EXISTING PHASE 3 CONTOUR
ELEV PROPOSED CONTOUR
SDE PROP. STORM DRAINAGE ESMT.
1 PROP. UTILITY ESMT.
690 3 690 0 PROP. SIDEWALK
PROP. STORM DRAINAGE PIPE
E
�o PROP. PRIVATE STORM EASEMENT
688
o. .. ...................:.......................................:..........................................................:.........................................:...........................................................:.......................................:..........................................................:.......................................:...................:......................................:...................:....................................
�o~ 688 OUTSIDE PUBLIC ROAD R/W
F-o PROP. STREET LIGHT
N 3 STA: 2+19.96
w -1.00% EL: 674.98 PROP. PUBLIC STORM DRAIN
...:........�.J.. ..................:............. ..' .................:....................:......................................:....................:....................:....................:.................................... ... .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............
686 0 0 -1.00% K: 3.0..d.0... 686 PCCE POST CONSTRUCTION CONTROL EASEMENT
2.00% ENGTHi 90.15' FOR BMP MAINTENANCE
w D —1.60%
PROP. STREET TREE
684
0
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Z w —1.60% ... 684
0
F 4+4- o TPF ORANGE TREE PROTECTION FENCE
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w
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682 \ 682 ORANGE TREE PROTECTION FENCE & SILT FENCE
w + CO + SILT FENCE
z STA; 4+88 63
680 ,4 w
` > CP > w K: 30.0 680
0° Ld LENGTH: 75 00'
M
............•..... ................................................................................................. ...>.:`..=......_..................... ............................................................................... _
678 _ _ _ 678
1� STA: 0+00.00 —
U EL: 682.73' � _ — — — — — — - -- _ — ` — —
2 ` - - - - - - - - - - — r7 Z r-)
Z 676 � � - - - - - - - - - - - - - - - - - - - ,, ;.�. �..�.. ..:. 676
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666 <. �y 666
` / ``��r,ulllll/////
.......... .............. .............. ....... .............
664 :....................:............................. 664 ��� N CARP �i� �,-N-�N CARp
E S S/p'L• - �� ��`�'< TH E•ISAACS-9''��
Q 9
662 662 = = = =
=
SEAL
026462 n ; ENGINEERING &
- � -rn ,LAND SURVEYING?0�'
�•� ���: NO. C-1069 ;
660
660
'••FNGINE��•' P
r� M N r� N N rn o0 00 00 N 00 0 00 00 o 00 N 00 00 00 00 00 00 00 00 00 (D Illrn 00 00 00 r,, r o Ln 00 0) 0) 0) 0) rn N rn �j/ pN GO`�� �j� JF• ��0`��
r r n � rn � o � NN r� r� r � � Lq rnCO � � o rn coM r � ooM ro rn r n � d) 7 co00 � Lq o N r., o� � co u � � 0� cfl o0 � o N co CO o N // YB° �� // OF AU ��
M 00 rn N r� N rn a0 ��: /// ��:
C'1 N - N p N p N of 00 O M � 00 (6 r- co co (6 6 � � 6 It Sri It Sri Ln r7 co n co n co N co N 6 N ui I rri C-1 o O o O ai CO 6 00 cp r oo cD oo � co � � � 1`0 � N /1111111� /1111111�
co 00 oO CO 0o CO Do CO r Do r o0 r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r1- r co co c0 co c0 cD c0 c0 c0 c0 co c0 c0 co co co c0 W
(0 c0 cD co cD co co co co c0 (0 c0 co (0 co c0 co co (0 cD co cD co cD co c0 co c0 co c0 co cD c0 c0 co co co co c0 c0 co cD co ce co cD co co to ce c0 cD c0 (D c0 cD co cD co cD c0 c0 co (D co 110 co cD co Digitally signed by Anthony
�B�B. Cowan, P.E.
Date: 2024.01.07
—0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 11:59:39-05'00'
1
PROP. STARDUST WAY Know what's below.
Call before you dig.
THE EXISTING
SHOWN ARE
S T A. 0 0+ 0 0. 0 0 TO STA. 0 7+ 0 0. 0 0) STATION (f ) EXACT LOCATIONI LITIES OR A COMPLETE INVENTORY APPROXIMATE
ONLY AND SHOULD NOT BE RELIED UPON AS THE Project:
WHEN PERFORMING SITE EXCAVATION.PRIOR TO M c B R I D E SUBDIVISION
HORIZONTAL SCALE. 40 FEET PER INCH COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO HEMBY BRIDGE, NORTH CAROLINA
VERIFY THE LOCATIONS AND EXISTENCE OF `'`''` `':i::'`:':'
EXISTING GROUND AT CL EXISTING UTILITIES. 5F: ..:'.......... i'S:..:
PROPOSED PROFILE AT C/L %r Title:
............. ..
ROAD PLAN & PROFILE
EXISTING GROUND 35' LEFT OF CL — — — — — — ...... is
EXISTING GROUND 35' RIGHT OF CL — — — — — `
NO. BY DATE REVISION 'r, °�5:::.:.:. File #:20i5s s-RP.CwG Date: 10/19/22 Project Egr. ABC
1 AEN 8/18/23 PER REVIEW COMMENTS C).. :::::: W Design By. ABC
2 JAB 01/02/24 PER REVIEW COMMENTS `` :: I S A A C S O Drawn By. AEN
GRAPHIC SCALE CIVIL ENGINEERING DESIGN AND SURVEYING(--
................... Scale: V:1"=4';H:1"=40'
40 0 20 40 80
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C3.4
1 INCH = 47`0��F-
PAActive ET PHONE (704) 527-3440 FAX (704) 527-8335
Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.4,1/5/2024 3:47:30 PM,bcowan,1:1

Ills, N§
/ � �65 _
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/
PROP. STREET LIGHT (TYP.) s I s / / V
6 3fl
/ PROP. BL CB
OP. CB 7M R O P. _ 7+00 / - \ tik �i �� ,
_ _ °A D U S -WA - I 18+00 / s+oo / LEGEND
c� o` � — PROP. CB 7F_ —
sa _ `° `° / `° / h� / I �� �— — —12+00 ROP.�.o V LEY G �a+off — 3 13 % / / / ——ELEV—— EXISTING CONTOUR
/ g �� �� A o+oo �— / /�ii�—//�/j �y` ��� / lh� �LEV EXISTING PHASE 3 CONTOUR
'ROP. 2.6: LEY ELEV PROPOSED CONTOUR
�o SDE PROP. STORM DRAINAGE ESMT.
�xo , / // �� / / / i / (� PROP. UTILITY ESMT.
--�-- -- ---- Z � j i l / / / / PROP. SIDEWALK
650 PROP. STORM DRAINAGE PIPE
��O
I I� —— OUTSIDE PUBLIC ROAD R W
I I I I I s 1 i 0 E PROP. PRIVATE STORM EASEMENT
66 I I ,I I o l �� II I i I PROP. ce sF I I I I A X �� s0 0
Z3
I� I I �� / PROP. STREET LIGHT
/ o // // /�� / 0�/ 0 0 PROP. PUBLIC STORM DRAIN
LOT 84 I ——— 0 � 0 PCCE POST CONSTRUCTION CONTROL EASEMENT
LOT 85 I / / � / I � � I o / i � / / / / 0
LOT 86 I I� s A �� i /
I I o L Tj 87 I I / LO 88 LOT 89 j \I I V ` — — — / / / / / / / / / �j 0 0 FOR BMP MAINTENANCE
i I + / I LOT 90 s s _ s /�/ 0
�� I I I� I soT I\ LID �� ///
S61 I �� / s �/� / I / �I I s' I s I /� sy; ���� -- — /� / / / / �� // / 0 0 C PROP. STREET TREE
/ / X / 0 - 0 TPI ORANGE TREE PROTECTION FENCE
/�� 01 0 �� ORANGE TREE PROTECTION FENCE & SILT FENCE
Q I �P. DI 7LV �� I I �X s� i� /vA� \ V \���� l — — s �0���� / / / �� �o��n 0 SILT FENCE
PROP. STARDUST WAY
(STA. 00+ 00. 00 TO STA. 13+ 91 . 00 STATION (ft. �
HORIZONTAL SCALE: 40 FEET PER INCH
STA: 1+26.99
EL: 650.31
656 .................... LENGTH: 90.09' - ". ......... .............. ........ 656
HIGH PT. STA: 1+26.95 `
HIGH PT EL: 649.97,'
o i r�
= 654, .......................................................................L ... ........................................................,................. .. ,.................... ................ ......�.�....... I` 4
o �
+ co oa ! r � + 00
O + CD + CO : N
oa w 652Q (D.............:................ .............. .............a................ ........................... ................................................. (852
670 Z� 670 /,,' 1ri 0
O CL t j (n W (> > < U > (n W
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................................. ...................................................................................................................................................................................... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
650 W 650
668 668 ° -
I
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.............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .......
_ � a 648 648
....................................... ....... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
U
666 666 LI cn
J
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\ .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .......
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646 . 646
664 I \ .. 664
> 645 645
.................................................. .... ............................................. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
Ln rn
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Lo � � � � � � � � � � � � � � � (D � � (D � (0
660 I .0oq 660
STA 11+09.48
0+00 1 +00 2+00 2+54
........ ............................................... ............................................?........ ........`...................................................... E .:....6.46..12................................................... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
658 658
_ : 30.00
z I STA: 7+ 1.22 LEN TH: 165.00' _
�:........... .................:...................:.................... ................. ............ ............. ............. ..... —............
EL. 660. 5 • PROP. STARDUST WAY CUL— DE— SAC
+� 656 �� LOW i'T. STA. 11+46.98 � 656
`~ I LOW T EL: 647.02
X..
w
co N oo
Ln
(STA. 00+ 00. 00 TO STA. 02+ 54. 00) STATION
w \
z L� 654 \�....�..... rn..�......... rn..r�..... � 654
N � - - - - HORIZONTAL SCALE: 40 FEET PER INCH
+ LD + � '
~ w � �� � EXISTING GROUND AT CL
................................... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .....
Q J \.......... w......... �..w,. ..
a 652 I o 652
� U � > �U > `
W N �,\...` U m > w "- ' AT _.._.._.._.._.._
" PROPOSED PROFILEC/L
> w EXISTING GROUND 35 LEFT OF CL
LIJ <6 650 / — 650 EXISTING GROUND 35' RIGHT OF CIL — — — — —
w I 1 °
> �` / / \
.................................................................................................................................................................................................................................................. ............. ............. ............. ............. ... ............. .......... ............. ............. ............. ............. ............. ............. ............. ............. ............. .......... .............
648 �\... ........ 648
\ _ / STA: 13+75.69
................................................................................................................................................................ ............. ............. ............. ............. ............. ............. ............. ............. ......... ............. ........... .. ..
EL: 650.11'
646 I .... / 646
644 .................................................................................................. 644 Digitally signed b AnthonyY
�B Cowan, P E.
Date: 2024.01.07
................................................................................................................................................................................................................................. 11.59.15-05 0
642 642
N CARO N CAR
640 640
Ln LO rl I N I� Lr) ' O 0o 00 c0 � M 0o 1) O Ln N N 0o 00 LO (0 l LO M c0 00 � 0) I� r� O r7 O LB : O O
co 00 O N �' (o 00 O N °' (D a0 O N °� (D N I� 00 O CO CN � O I� � N L) 9 •. GROUP, P.C.
• THE ISAACS
SEAL ENGINEERING &
� Lt7 c0 � l Ln l O � 00 CO I'7 � O O N � � n � � � � O 00 I� CO � O c0 P7 N � � O Lt7 n
I� N l � Cfl0 Ln0 4 � M 00 Nl O � a; (0 l l Cfl Lr) � 4N NN N � Cf7 � 0000 (600 4I� � � 6 6l ll 06 I� 6l O0 00 N00 N Ib � M � M NM : : _ Win
(D (0 rD Q0 (p (0 I rD CO rD 0 (D l (D 0 (0 Ln Ln Ln Ln Ln l LO l LO Ln LO l LO 0 Ln Ln � Ln � Ln � Ln � U) � U-) U-) U) - 026462 - -rn *-.LAND SURVEYING; Z=
(D cD (0 (0 (o cD (o cD (o (D cD (0 co (o co (o CO (o (o (0 co Lo co c0 (D (0 (0 Lo c0 (D C0 (D c0 (D cD (D COc0 (D c0 (D (0 (o (0 (D (0 co (D
c>, c>, cD c0 c0 (0 (o c0 c0 c0 cD cD (D cD (D (D • i y _ ` i��•;N0. C-1069 ;,`
flvi ./\�V
7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 rr
14
i��'tiO/V B;►c�`��`` ���q�FO F AT`;x"`�`
Know what's below.
PROP. STARDUST WAY Call before you dig. Project:
THE EXISTING UTILITIES BE SHOWN AR UPONE APPROXIMATE M c B R I D E SUBDIVISION
(STA.
00+ 00. 00 TO STA. 13+ 91 . 00 STATION ft. EXACTLONLY CATIONDR A COMPLEEDNVEN AS THE
) � � EXACT LOCATION OR A COMPLETE INVENTORY :�:: '' ::::::WHEN PERFORMING SITE EXCAVATION.PRIOR TO HEMBY BRIDGE, NORTH CAROLINA
COMMENCEMENT OF ANY EXCAVATION,CONTACT '` ..1'.%:i:i:
HORIZONTAL SCALE: 40 FEET PER INCH 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF '\':::.': .!rf i::i.I. Title:
EXISTING GROUND AT CL EXISTING UTILITIES.
ROAD PLAN & PROFILE
PROPOSED PROFILE AT C/L
EXISTING GROUND 35' LEFT OF CL - - - - - - NO. BY DATE REVISION
'.:.;2: ';°'. ';.:',. File #.2oiss s-RP.owG Date: 10/19/22 Project Egr. ABC
EXISTING GROUND 35' RIGHT OF CIL — — 1 AEN 8/18/23 PER REVIEW COMMENTS = Design By. ABC
2 JAB 01/02/24 PER REVIEW COMMENTS :::: I ISAACS
O Drawn By. AEN
GRAPHIC SCALE CIVIL ENGINEERING DESIGN AND SURVEYING(_—_
Scale: V-.1"=4';H:1"=40'
40 0 20 40 80
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C3.5
1 INCH = 40 FEET PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.5,1/5/2024 3:48:06 PM,bcowan,1:1

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PROP. CB 7F - - - ---
1 A V A ,� y s A 1 I P P CB 2G - - - _ .- _ _ - I - _ _ _ I
I
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S * � , � v �� V 1 - /-�-l-L A v / L - v\ \ 4+ v 6+00 1 I s+06 � A a 1 0T 47
h A V - p p 1 V A \ \ \ \ \ 7+0 PROP 2.0 VALLEY C A o I � �
\ \ \ V P. 0� VA L Y Z I / F TC O P. S\ �\ S \�- 1\ - 1 /� - -4 - �00 - - I - �+00 9+00 10+00 A I �� �
S - �- - I Fj \ 1 _PROP. CB 1M
/ v v I v v � I I I s� PRO1 2.o' vAeL c G P. GENTLE ' . . DR. - � - 1
1 v y r 1
LOT 102 6 PROP. JB 7E --------- - \PUE PROP. CB 7C .-._ 52-\_ � y/ ,
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� 1 I � � � V A A 1 \ 1 III �- � \ s o / - -PROP_CB 3A - •R ._/.PU _ � .� -
1
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1 1 I � � v V A I I / / _ / � r . I T / I / ---- v � . � _
6 PROP. CB 7J A I PROP. DI 7L V A \ I I / PROP. DI 7K- / � V A I 1 / y 1 6
i I A LOT 86 V / 1 I 1 \ / v-PROP. DBL CB 1 N 1 1 \ � // . --_- --
V A / \ I LOT 15 1
\ \ \ V \ \ 1 1 1 _- A \ \ I PROP. CB 3L, ( 1 / - �e 1 ti 1 LOT \
I 1 I 1 / \ I �RqP. IH 8 / / / �` y PROP. DI 2L - LOT 26
-- \ V 1 V A V I 6�� 49 / A LOT 66 1 / 1 / i _ I v
I
v v I \ I /) \ / A 1 1 I I I L , v / � I I / : I 1 / v I _ 1 I Z
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Q I I .�v 1 / / / I I � i .( , I V A. _ \ \ v� y i/ �� / // I ; 1 � ti� I ,"� I I � vv I I�_ ,yam 6�.
PROP. GENTLE RAIN DR.
(STA. 00+ 00. 00 TO STA. 10+ 25. 00 STATION (fL"
HORIZONTAL SCALE: 40 FEET PER INCH LEGEND
--ELEV-- EXISTING CONTOUR
�LEV EXISTING PHASE 3 CONTOUR
ELEV PROPOSED CONTOUR
SDE PROP. STORM DRAINAGE ESMT.
' ' PROP. UTILITY ESMT.
PROP. SIDEWALK
PROP. STORM DRAINAGE PIPE
PROP. PRIVATE STORM EASEMENT
1%]
OUTSIDE PUBLIC ROAD R/W
Z,-- PROP. STREET LIGHT
PROP. PUBLIC STORM DRAIN
STA: 6+71.39 :STA: 9+59.94 I PCCE POST CONSTRUCTION CONTROL EASEMENT
EL: 650.90 EL: 655.44 o FOR BMP MAINTENANCE
:.......................-...,..._.................�...................:...................:......................................:...................:...................:...................:......................................:...................:................ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ........... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ........K:.....20..Q0........:..............................................................
w
666 : - - I<-....3Q o0 666
: -, : \ : : : : : � I PROP. STREET TREE
: : : : : : o .
: -o
\ LENGTH• 145 62' LENGTH:: 47 90
LO : PT. STA: 9+63.95 z z
` STA` 1+88.38 LOW PT. STA: 6+28.6 STA: 8+34.90 a TPF- ORANGE TREE PROTECTION FENCE
...:...............................-...........................................................�..................................:................ .... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ........ ............. ............ ........ ............. ..... ............. .............:... :... :...
PT 65
664 : : : L(3W 1?T...EL:.... 5I:48...... EL:....657:19.. �..a....... 664
` � EL, 653.1 ca -- - PROTECTION FENCE & SILT
- :.
: - : K:. 30.0 : : Lu
: : : : :..a' rn 00 .... co
ORANGE THE
I K• 3000 EFENCE
LENGTH: 84 61 LE€JGTH: 157.46 a 1- SILT FENCE
` STA: 4+04.47 1,, LO L( r�i L6 o Z
............:.................. ... ........ ............. .... ... ............. ............. ............. ............. ............. ............. ............. .... ............. ............. ............. .............
ai...r... '..+n.........:... a.. ......
662 v�........I....... rn Lr3 Ln .....HIGH...P+T....S.T.A.....8+71:69... ,�..(O C�..(D .. a ua I 662
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- - GROUP, P.C.
:......................................:...................:...................:...................:................ ............. ............. ............. ............. ............. ............. ........ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. -
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642 642 - - - ; ENGINEERING & ; -
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co (0 co L9 Ln L9 Ln L9 co c0 co C0 co CO co CO cD co LD co co C0 Ln co co co Ln co co O m cO cD co Ln co cD co Ln cD co C0 co co co co co O Ln (D co c0 Ln (D c0 co Ln O (D L9 m LO co cD c0 co c0 O c0 c0 co C0 c0 O co (D co c0 co cp co co co cp co co co co cfl O co O co co co co co co Digitally signed by
�{R Anthony 4 Cowan, P.E.
U� Date: 2024.01.07
-0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 11:58:49-05'00'
PROP. GENTLE RAIN DR.
(STA. 00+ 00. 00 TO STA. 10+ 25. 00) STATION (ft. � • Project:
HORIZONTAL SCALE: 40 FEET PER INCH • GRAPHIC SCALE M C B R I D E SUBDIVISION
® 40 0 20 40 80 ' L`:<:': ' : HEMBY BRIDGE, NORTH CAROLINA
EXISTING GROUND AT CL 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '
PROPOSED PROFILE AT CAL %rX Title:
1 INCH = 40 FEET
ROAD PLAN & PROFILE
EXISTING GROUND 35 LEFT OF CL >,...".
Know what's below. ��:: ;�:::
EXISTING GROUND 35' RIGHT OF CL - - - - - ` � ., ...::: .��`�' File #.20155-S-RP.DWG Date: 10/19/22 Project Egr. ABC
Call before you dig. NO. BY DATE REVISION :r . :::
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 1 AEN 8/18/23 PER REVIEW COMMENTS = Design By. ABC
ONLY AND SHOULD NOT BE RELIED UPON AS THE ..
EXACT LOCATION OR A COMPLETE INVENTORY 2 JAB 01/02/24 PER REVIEW COMMENTS :::: I- I S A A CS O Drawn By. AEN
WHEN PERFORMING SITE EXCAVATION.PRIOR TO Y
COMMENCEMENT OF ANY EXCAVATION,CONTACT CIVIL ENGINEERING DESIGN AND SURVEYINGC
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO Scale: V-.1��=4';H:1 n=40'
VERIFY THE LOCATIONS AND EXISTENCE OF
EXISTING UTILITIES. 8720 REO OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C3.6
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.6,1/5/2024 3:55:08 PM,bcowan,1:1

X X 7 X X-X X X x�- ,. ..
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PROP. FES 3K \ — — +
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r -
.................................................................................................................................................................................. ...............:.....,...�.......... —
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EXISTING GROUND AT CL - - - - - - - - - - - -
W - - - _ - — EL: 657.84' PROPOSED PROFILE AT C/L
.........................................................�..r............ ...... ..... ............. ............. ............. ............. -.. _...........- - _.. ............. ... ... ............. ,
_J 654 ........ \ -- _ 654 _.._..—..—.._.._
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EXISTING GROUND 35' RIGHT OF CL — — — — —
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p N O O p p) Oi O !T oo co co Ln r7 O N N L() N N In rrj Ln r7 O cfl LL) r7 I� r7 :•�0 •• �- �: THE ISAACS -9
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Ln Lo Ln Ln Ln Ln In Ln Ln Ln Ln Ln Ln In Ln In Ln In Ln In Ln Ln Ln In Ln In Ln -�LEV—- EXISTING CONTOUR = :Q "9: = `
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SEAL — = : ENGINEERING &
ELEV PROPOSED CONTOUR = 026462 _ =m ;LAND SURVEYING;oz_
�: NO. C-1069
—0+25 0+00 1 +00 2+00 3+00 4+00 5+00 SDE PROP. STORM DRAINAGE ESMT. i7'L •'•�,NGINE��'• • % ••'•. .•'• ����`
PROP. UTILITY ESMT.
„�.... ..:��r .: PROP. SIDEWALK �� •••.....••• �� �� ,9 .....•• �
PROP. STORM DRAINAGE PIPE • ® Digitally signed 1by
PROP. SILVER CANOE WAY E PROP. PRIVATE STORM EASEMENT Anthony B. Cowan, P.E.
(STA. 00+ 00. 00 TO STA. 04+ 70. 00 STATION ft.
OUTSIDE PUBLIC ROAD R/W Date: 2024.01.07
PROP. STREET LIGHT Know what's below. 11:58:27-05'00'
HORIZONTAL SCALE: 40 FEET PER INCH
PROP. PUBLIC STORM DRAIN Call before you dig.
PCCE POST CONSTRUCTION CONTROL EASEMENT THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
EXISTING GROUND AT CL FOR BMP MAINTENANCE ONLY AND SHOULD NOT BE RELIED UPON AS THE
........................ ... ....
EXACT LOCATION OR A COMPLETE INVENTORY Project:
PROPOSED PROFILE AT C/L PROP. STREET TREE WHEN PERFORMING SITE EXCAVATION.PRIOR TO
N,CONTACT
EXISTING GROUND 35' LEFT OF CL 81111 ORA PRIVATE MMENCEMENT OUTIATYLOC TORNY OASNEEEDEDTO M C B R I D E SUBDIVISION
�F- VERIFY THE LOCATIONS AND EXISTENCE OF HEMBY BRIDGE, NORTH CAROLINA
EXISTING GROUND 35 RIGHT OF CL — — — — — ORANGE TREE PROTECTION FENCE EXISTING UTILITIES.
ORANGE TREE PROTECTION FENCE & SILT FENCE x:.:;.;y. Title:
X� SILT FENCE ROAD PLAN & PROFILE
N0. BY DATE REVISION x :? File #:20155 S-RP.DWG Date: 10/19/22 Project Egr: ABC
k:
1 AEN 8/18/23 PER REVIEW COMMENTS } _ Design By. ABC
GRAPHIC SCALE .. ` ::
2 JAB 01/02/24 PER REVIEW COMMENTS ::;: � S A A C S O Drawn By. AEN
40 0 20 40 80 CIVIL ENGINEERING DESIGN AND SURVEYING C
Scale: V:1"=4';H:1"=40'
8720 RED OAK BOULEVARD, SWTE 420
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 C3.7
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-RP.dwg,C3.7,1/5/2024 3:49:07 PM,bcowan,1:1

STORM DRAINAGE MATERIAL SPECIFICATIONS:
1. STORM DRAIN PIPE SHALL BE HDPE (POLYETHYLENE) OR PP (POLYPROPYLENE) PIPE UNLESS OTHERWISE NOTED. SEE ADDITIONAL
FLEXIBLE PIPE NOTES BELOW.
2. REINFORCED CONCRETE PIPE (RCP) MAY BE SUBSTITUTED FOR FLEXIBLE PIPE.
3. HDPE STORM DRAINAGE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE
NCDOT INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.
4. BEDDING AND BACKFILL FOR STORM DRAIN PIPE SHALL BE IN STRICT ACCORDANCE WIT MANUFACTURER'S AND NCDOT STANDARDS
AND SPECIFICATIONS.
5. STORM DRAIN STRUCTURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
FLOODPLAIN LEGEND SEE DETAILS SHEET C7.0.
i i i
/ � � / / � � � A)
6. ALL FLEXIBLE STORM DRAIN PIPES SHALL BE INSTALLED WITH MINIMUM COVER PER MANUFACTURE RECOMMENDATIONS.
FEMA FLOODWAY \\ �
1 / \ \� 7. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS TO OWNER AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION
BILLY RAY BELK & JOYCE BELK/ / �� � �� A '� \
CAND/OR PURCHASING MATERIALS.
PID #07057003 / / i / � i i V �� A • 1 \
°O00(To00 �i DEED BK-145, PG-u-9,� / ��i
O O °v°
° FEMA 100YR FLOOD / v 1 ZONING- R-20 / / /�/ y ! �. / p��o�e� v ADDITIONAL FLEXIBLE STORM PIPE NOTES
o O J 0 O / \ i % / i \
°' x`D / i A\� �� � \ NO PLASTIC FLARED END SECTIONS (FES) CONCRETE FES ONLY.
KIMELA P PRICE CONNECTIONS BETWEEN ALL FLEXIBLE PIPE AND PRECAST CONIC. STORM DRAIN STRUCTURES SHALL BE MADE WITH A NON-SHRINK
?,Okll
COS #1 \ / \ PID #07057017B GROUT. SEE ADS DETAILS ON SHEET C7.0.
WETLANDS / i i 3.0. AC. X / DEED BK-D145, PG- 1 \ AS-BUILTS WILL INDICATE PIPE MATERIALS.
/ \/ ZONING: R-20 \ PIPES SHALL COMPLY WITH ALL MANUFACTURERS SPECIFICATIONS (INCLUDING INSTALLATION AND FILL HEIGHT), ASTM, AASHTO, AND
�/� LOT 41 / /\ // tC' 1��'� NCDOT PIPE SELECTION, AND NCDOT METHOD OF PIPE INSTALLATION (300.01). SEE DETAIL SHEET C7.6 FOR FLEXIBLE PIPE METHOD
T, _ ��'C INSTALLATION DETAILS.
FEMA 500YR FLOOD / 1 / / ' / / A GEOTECH MUST TEST/INSTALL ALL BEDDING AND BACKFILL/SELECT MATERIAL AND PREPARE REPORTS. INSPECTION REPORTS WILL BE
l i ( l T, -� /A ��
/ 4" / / x �� �� LOT 40 / A/ ro \ REQUIRED AT AS-BUILTS.
AK / / 1 / / 1 • GEOTECH MUST INCLUDE IN REPORTS IF GROUNDWATER SEEPAGE IS ENCOUNTERED IN BOTTOM OF TRENCH EXCAVATIONS.
TREE SAVE / 1 ❑ � / �� � �� I I �� / / � � ��
(NOT IN FLOOD PLAIN OR BUFFER) / i % I� / / / 36" �i� 32 POLYPROPYLENE (PP) PIPE MUST BE USED UNDERNEATH PUBLIC ROADWAY STRUCTURE, INCLUDING CROSSINGS AND UNDERNEATH CURB
/�4 /LOT 39 / „oAKi// OAK 40.. %� �, (RUNNING PARALLEL WITH ROADWAY). HIGH DENSITY POLYETHYLENE (HDPE) PIPE MAY BE USED IN PRIVATE ROADWAYS (ALLEYS) AND
39 '� / OAK 1 OUTSIDE THE PUBLIC ROADWAY STRUTURE.
KITTY HICKS & MANUEL J HICKS / 2 D / �, � � l 7 / / ,OAK ,� �� 1 "G�t1 V ALL HDPE AND PP PIPE JOINTS SHALL BE WATERTIGHT. WRAPPING OF ADS SOIL TIGHT JOINTS IS REQUIRED TO ACHIEVE WATERTIGHT
PID #07057005A i i / JOINT.
DEED BK-246, PG-171 / HICKORY / i I'I ��i / / / 28 1
PLAT BK-L, PG-766 J / / \ J LOT 38 J // /r \ OAK/ �, 1 ALL HDPE AND PP PIPE MUST BE STAMPED. ANY UNSTAMPED PIPE WILL NOT BE ALLOWED. STAMPS LOCATED NEAR PIPE ENDS.
ZONING: R-20 / i / /� ,1.h � / CONTRACTOR SHALL PROTECT HDPE AND PP PIPE DURING CONSTRUCTION TO PREVENT DAMAGE OR DEFLECTION. DAMAGED PIPE OR
i I r \ \ LOB ��
>, ��" \ DEFLECTED PIPE NOT PASSING DEFLECTION TEST WILL BE REMOVED AND REPLACED.
i MAPLE, �/. �g ,11 �/ I / �� • r DAMAGED PIPE, INCLUDING BUT NOT SQUISHED, CRACKED, DISCOLORED, ETC., WILL BE REFUSED AND NOT USED ON THE SITE.
�� PIPE SEGMENTS (A SINGLE CONTIGUOUS RUN B/T TWO STRUCTURES) SHALL BE OF THE SAME MANUFACTURER AND MATERIAL.
� / � � � 1 , � � � LOT 37 V I �' � � � � °' �`��' �'• 1 ✓,
K 6'
/ 15" ��o.
OAK 1/ �� i� _ / A \ LOT \ / \ �q ' $
\. I ti ✓
/ > > v 4� o� GRADING PLAN NOTES:
i I \ \v
/ / 1 OAK , / / ! '�LOT 36 // ( f 1 �` - o T
LOT- ^ \ sP 1. PER UNION COUNTY LIDO 60.160-C.3, THIS PROJECT IS NOT REQUIRED TO DETAIN THE
a ,� 2-YR AND 25-YR STORM EVENTS BECAUSE THE DEVELOPMENT DISCHARGES INTO FEMA
/ / V ' s° REGULATED FLOODPLAIN. THE PONDS HAVE BEEN DESIGNED TO MEET THE FOLLOWING:
/ I / . </ / / / I V 6 . SITE TEMP. BENCHMARK
M 1�A�I, 1 I LOT 35 / / � / LOT 77 _ r
������ � � /� / � ��" +� • " 1 / �' ✓ � - � - _ � \V'• -_ #4 REBAR w/CAP -REMOVE 85% TSS FROM THE 1 RAINFALL EVENT
-1=0�� ELEV.:671.57' -CONTROL THE 1-YR STORM EVENT
N:500757.25 2. THE ISAACS GROUP (ENGINEER) HAS PERFORMED THE GRADING DESIGN BASED UPON
\\ E:1509653.57
�� , A/ �. i AVAILABLE SITE INFORMATION AND INDUSTRY TRADE PRACTICES TO ARRIVE AT
�' - �4� T. 1 �� i s \ LOT 34 V LOT 76 + V A� EARTHWORK QUANTITIES ANTICIPATED DURING CONSTRUCTION. BASED UPON THE
OAK / # "� / / M x VARIABILITY OF SOIL PROPERTIES AND PROFILES ON A GIVEN SITE, THE ISAACS GROUP
, � � _ .. / / , � � \ � � I � � ��-' �-V- .� �\� DOES NOT WARRANT OR GUARANTEE THAT THERE WILL BE A BALANCE OF EARTHWORK
00�000 AND SITE CONDITIONS A SITE VERTICAL ADJUSTMENT AN IMPORT OR
o"o o / / �� �/ i/ � �- 1�.�� � �i�l �� � �� ti ������ �- �� � I S MAY OR
o 0 0 / / i i -� I IS
0� o o / ,/.�i �- / �� j�� � , ��. �� 1 / L/ °� / _ EXPORT OF SOIL AS NEEDED TO ESTABLISH A SITE BALANCE. CONTRACTOR
/ 13 / i � I 1 � /i . • L`pT 7 0 OT 75 � l
00�000 i �� > / / � --- A RESPONSIBLE FOR INDEPENDENTLY VERIFYING EARTHWORK QUANTITIES AND
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DO0UOUOUO000000000000 000000 0 00000000000 00000 0 0000000 �00 \ V\ /\ 4„ T eK-6, PG-15 1 CHARLOTTE, N.C. 28217
0 0 0 0 % O O 0�0 0 0 0 0 0 �- 0 0 ono 0 0 �o o �0000 0o 0 0O 0 0 o 0 0 0 o O 0 0 0 o Oc o o�o�oA� � � °A oo /.A � 1 ♦0uM = LOT 42 t PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-GP.dwg,C4.0,2/9/2024 12:35:33 PM,anewsome,1:1

CV /
M11%
® �/ / // // / s�s / / � � s �v v / �� '� / LEGEND-continued 1 ��
F
PROP. TREE SAVE AREA
/ 6 / ivv/ \ ' E PROP. PRIVATE STORM EASEMENT /�
Know what's below. / / / / �// i �; // / -- ./ I v v / . I 4
/ / / / i/ / / Y \ � �V ' I OUTSIDE PUBLIC ROAD RAW
Call b@f0Y@ OU dig. � �/ _/ // // /// // � / , // • ` v � � \�v � o v . •w `�. I E
Y / / / \ I ORANGE TREE PROTECTION FENCE
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE BILLY RAY BELK & JOYCE BELK / /
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / / / i / / 6 /V -�� ORANGE TREE PROTECTION FENCE & SILT FE ICE
EXACT LOCATION OR A COMPLETE INVENTORY RID #07057003
WHEN PERFORMING SITE EXCAVATION.PRIOR TO DEED BK-145, PG-219 / ///� / ••\\ V %% SILT FENCE / \
COMMENCEMENT OF ANY EXCAVATION,CONTACT ZONING: R-20 _ / / / / • / A •�7 ♦ J /
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO / / / / / / / I / / Y 'A 6
VERIFY THE LOCATIONS AND EXISTENCE OF / / // / / / 1. �� / / '•\\ '�� �\ / / �� HIGH HAZARD SILT FENCE
EXISTING UTILITIES. / / / / � / � / V / / I/` / �O � � � � ' /
/ // / �� t A \ \\ o�Vk / �� EXIST. TREE LINE -
// 5� PROP. TREE LINE 1 1
6 /� /� / // / / �•, A�� i i
/ / / '' ��/ i
\ / / / / A /
PROP. SILT FENCE/TREE / A/ / / / - _ �6° / / / / / \ / / y C 4 . 2 �� 1
i� PROTECTION FENCING Q/�/ � � .
C.O.S. #1 / \ / A \ / KIMELA P. PRICE
3.25 AC. ,/ \ / oe A V PID #0705, PG --�-- -
/ � � �� \ V A � DEED BK-D145, PG-841
r16 Ib�� �/ \�� / �V\ zoNlNc_ R-2o
-
-65 665.74
HP / / / OEq Z
/ �65.99 / / / / / / �• i
LOT 41 � / / I o�P % �V / / �� • ' '. � V �• � i �i� � i
65.74 voy � /
0 . / q � � . � - -
i 663.97 � HP/ J FF�666.41/ / I / � � / / ', �/ � • -
6dr4.22 q
LOT 40 / / / / / / / / - o �' i C 4
�/ / / PROP. TREE \
PROP. CB 4C h � ,A / / /663.97 �
TC: 659.96 � 39 / / � i� l / / PROTECTION I V A- �' � . � �
FENCING
FI ) / �/�/� //� /// �// / 662. 3 / y ������ �'•
01
/ i / / / / � . GRADING PLAN NOTES:
HP
662.4�5
LOT 39 / / �� � / �A� � 1. PER UNION COUNTY LIDO 60.160-C.3, THIS PROJECT IS NOT REQUIRED TO DETAIN THE
���0� \ �� / / / l l / / �° l / / I / / �� A v �� 2-YR AND 25-YR STORM EVENTS BECAUSE THE DEVELOPMENT DISCHARGES INTO FEMA
h I - 662A3 / / a� / / v �. z v A -' /
/ ",9 _ FFE=663�10 \ ti REGULATED FLOODPLAIN. THE PONDS HAVE BEEN DESIGNED TO MEET THE FOLLOWING:
✓ I A 66 43 / / / a / / / \ \\ -� \
g• � �' 32" O 0 V C1 n
. / � moo• � .s O� � � �� �AK I � �, �o• � -REMOVE 85% TSS FROM THE 1 RAINFALL EVENT
s� I / �39" �/ 36" �F A�� ECP:s6o.s3' s� ) - -CONTROL THE 1-YR STORM EVENT
14 \ i A/ ti� I '� / s` / / OAK' OAK o� A Tc:ss1.43'
OAK � . � /y � �, �, /� I y / / / 1 � � F / � � � � & � � � � 2. THE ISAACS GROUP (ENGINEER) HAS PERFORMED THE GRADING DESIGN BASED UPON
PROP. TREE / / 40" \ V AVAILABLE SITE INFORMATION AND INDUSTRY TRADE PRACTICES TO ARRIVE AT
662.0s1 s��A�q / / PROTECTION / � OAK �� /; \ EARTHWORK QUANTITIES ANTICIPATED DURING CONSTRUCTION. BASED UPON THE
F /ley / FENCING / 16 k \EOP:680.5T _ \ VARIABILITY OF SOIL PROPERTIES AND PROFILES ON A GIVEN SITE, THE ISAACS GROUP
\ IAr r / \ \ \\ / �s \ o� DOES NOT WARRANT OR GUARANTEE THAT THERE WILL BE A BALANCE OF EARTHWORK
68�29 / EXIST. WELL TO BE ABANDONED \ ,� s AND SITE CONDITIONS MAY REQUIRE A SITE VERTICAL ADJUSTMENT OR AN IMPORT OR
/ lb \ "�� / `' / \ \ \ I / -� `�-°� EXPORT OF SOIL AS NEEDED TO ESTABLISH A SITE BALANCE. CONTRACTOR IS
I'll � I \ LOT 38 rss2.os � f PER APPLICABLE STATE RULES � � FFE=s76.2s �� �V � \ �r
��`�� + RESPONSIBLE FOR INDEPENDENTLY VERIFYING EARTHWORK QUANTITIES AND
EOP:679.82' �. ESTABLISHING PRICING THAT REFLECTS ALL WORK ANTICIPATED INCLUDING IMPORT,
7.62 . OAK �A \
HP F /' �TC:680.32'
\ I / / \ \ F -662.12 \ - r\ / 677.8s •'••� oY EXPORT OR ON-SITE EARTHWORK ADJUSTMENTS AS NEEDED TO ESTABLISH THE
A� I� \ � I \ \ PROP. DI 4F I � � / F �?`
2.0� A �� / ° / \ / -- ,� PROPOSED GRADES AS SHOWN ON THESE DRAWINGS. ANY QUESTIONS OR CONCERNS
l /8 � \ \ RIM: 659.70 � I � / I fi V 1---- c,�- � ,
PROP. Ce 4A 2y A� �/ / _� v RELATIVE TO THE BALANCE OF EARTHWORK SHOULD BE ALERTED TO THE ENGINEER
TC: 658.14 \ V A \ V A I 1 / �� A
/ V \ \ \ ore - 677.62 '. ' OWNER DEVELOPER PRIOR TO COMMENCEMENT OF CONSTRUCTION AS NEEDED TO
\ I \ - 3 � �� v EOP:s7s.3o' V / �
v V I v -� TC:679.80' v' INVESTIGATE AND RESOLVE BY MAKING SITE GRADE ADJUSTMENTS IF PRACTICABLE.
PROP. TREE F \ \ q0 ,� i i 3. REFER TO SWALE DETAILS ON SHEET C7.5 FOR SWALE CONSTRUCTION DIMENSIONS AND
V ) IP / 677.62
PROP. CB 4E `O / �\-_ PROTECTION / I A FFE=C�75.27 w �•� v \' MEANS OF STABILIZATION.
v P \ I s � \ � e I � s7�4so pv '1 ,� �. oo •, �• s �. /
658.14 8- FENCING I \��, ( \ N oz \ � A C' 4. DOUBLE CATCH BASINS SHALL BE SINGLE STRUCTURE NCDOT STD 840.46 WITH MIN. INSIDE
s61. \ \ V - 674.so �s 4.aa - i i \ / DIM. OF 4'X7'
s61.21 \\\ ss1. 11 - I \ � \ / C) �, '�y �/
LOT 37 PF s74.so
LOT 2
/ / / a� FE=6� . v v / 6 ' i \ 67677�so .�v
\ IRONfl I s74.so s77.s3 / LEGEND
/ / / / 'RIM: 669.23 1 - - / �� 6as.75 2.0% MAX. SLOPE
• I R I W YY W W I / \ \ •�
- FFE-��310 - Q 77.4s Ay
PROP. CB 40 r �/ 9, 672.43 � / � � .40/ o'/ w hD t + r .W ► / I `� �. 0 IN HC SPACES \ o A A �.
� � � yC / � I \ � � PROP. CB 5M � s s. � 57.40 \' ELEV-- EXISTING CONTOUR
TC: 657.37 / _ sso. AF i \ / V A �. � g � .�\ ELEV EXISTING PHASE 3 CONTOUR
I / \ \
s72.43 LOT 3 - TC: 673.33 s77.1 ELEV PROPOSED CONTOUR
6W HP-% / / \43 672.43 / ,� /`. / \ o \ ' ELEV PROPOSED SPOT ELEVATION
� � p 672.67 /' 677.28
660.5FQ �60.2s - / I / - Rpm. _ A s7s.43 '.�� ��_11 EXISTING CATCH BASIN
6• Y'P W W W\L I V/ v ��� /� V� I .677.�1
/ I \ 9 / 6 � / 66�5X W LOT 36 +� �/�_ \\\ / �/ / /� 1� �� �s• - 9 -� /� V A
/ \ \
II 5� /w / / / \ y0� s72. �� \ V. FO C EXISTING FIBER EXISTING GAS OPNE
TICCABLE
g1 W /� W/ I / / A / / / �� Aio --� A A / � \ -__--- EXISTING STORM DRAINAGE PIPE
PROP. DI 4G Al-
V..A I V \ PROPOSED STORM DRAINAGE PIPE
\ \ �Q
/ FFE=670.93 - F Q A�\ A A\V
� W y.- W .✓W a✓25 / / � RIM: 658.24 / / � � \ CO 1 �-,� s7o.2s - - QQ �� .� V � S•• �
PROP. CB 3T a W W W W r/ r i- / / / / CT, 0, o HIP • O j ( \,
TC: 656.93 /, /i _ -� �'`- ./ / / / / dvERSCow s7o.51 �tiOA PROPOSED CATCH BASIN
/659�0 / / / / �/ B N s7o.2s -670.2s / �� V \ � '� FAip 6�5.51 V�� �. A \• _ PROPOSED SWALE TYPE-A SLOPED AT 2.0% (MIN.
'O /� / / / / LOT 4 Q A F 6 24 �' V A�� --- UNLESS NOTED AS OTHERWISE
l / / i / A V`l \ - 674.52 /
659.52 / / / / / / / i - PROP. CB , ,p0 , 673. o I V A '.
--__ -- TC: 668.42 PROPOSED SWALE TYPE-B SLOPED AT 1.5% (MIN.)
PROP. BACKYARD GRASS SWALES V iOio�a* / A A I \� 1 ► ��
//r ��, - �✓� / / h�� / TYPE A SLOPED ® 2.0% TYP. 67 6 6 �� F \V A \ � � �- 3j UNLESS NOTED AS OTHERWISE
HP 6�9.52 / / h� / / S ( \ cP V 673.80 \ HP A 673 \ f \ 4 \\ 6'. RCP REINFORCED CONCRETE PIPE
EE DETAIL SHT. C7.5 / _ 6 HOPE HIGH DENSITY POLYETHYLENE PIPE
� / � ( ) e l� / � PROP. ce6so 5 [676.13 � ___659.7 / � _ _ .,,� ' � / � PROP. CB SL � 6'\ \ � V � � \\••
pp P �s LOT 35 / / / / / / / I sss.lo / \
I I �p / TC: 668.42 LOT 77
/ / / / / > _ �/ . ADS: N-12 PIPE OR APPROVED EQUIV.
65 52 / 0) CO / v TC 675 08 \
/ / / / / 1 FFE=s74\47 s73.80 - t ----- --_-- oy' A A V (AASHTO M294 & ASTM F2648 OR F2306)
/ HP- sss.lo o 673.80 � . A
.�/ � A� v >•" // °' FF -660.1s / /`' ) / / sss.34 \ V -- 675.38 a\ v \� PP POLYPROPYLENE PIPE
659.521 / / PROP. BACKYARD GRASS SWALES / / \ \\ �A �,�� � � � � 677.10� �� � � � y�4 � \\\v�� ADS: HP STORM PIPE OR APPROVED EQUIV.
/ ks6.10-_-LOT
� I TYPE A SLOPED ® 2.0% (TYP.) � � •03 �, a � w � � � _ _ --6�4- (AASHTO M330 & ASTM F2881)
/ V / \ 4i A
(SEE DETAIL SHT. C7.5) � g � Q.� .� \ \�� � - �
FFE=668.77 665 2 / 9 - PROP. CONC. COLLARI
_r:ss�o •a / / v s7s.27 \ vv A
� � - RIM: 673.41 �
PROP. BACKYARD- \
GRASS SWALES v / �' / PROP. 18" RCP _ EXIST. LVERT RD4
I \ TYPE A 1 SLOPED - - / ti \ - \ \�\' INV. ,OUT: 670.30 RD4
659�29A V 05.89% TYP. A v ss5.ss 6co 669�4
sss.2s � SITE TEMP. BENCHMARK \
6 �•- V �A LOT 34 \ V A � � \� I (SEE DETAIL SHT.- \ � ��---_ A \ sss.2s � / / ��� \Nz � . EXIST. 18" RCP
�6s@.Qs ��•V v� A \ \ \ V C7.5) A -- / ssri4i \ / I ./ LOT 76 / / A + #4 REBEV.:67AR 1.5 - - v� \ 'V A V'
HP / 6 / / / \ _--
72 \ V A A PROP. FES 3K \ o �666.20 \ A PROP. CB 5K \ / / co N:500757.25 \\ .V . N� A A'•
6.97 +6 5 \ I.E.: 653.00 \ TC: 663.84 FFE=670.41 / / E:1509653.57 , \'• \
1 0 \ \ \ \ \ \ /Low 6 _ \ \ / \ + \ \ '• a� ,-
0� / / / M i + W i �69.74 2 i A'•� rn.
/PROP. CB 3M v w A \ V A 696 ERFI 6> / / RIM: 671.49 / A V'• V A V.
h / \ 67 PROP. DI RD2 -
/ TC: 658.04 53- - \ V�
\ - - FFE=665,696
/ PROC: 655.98 l A V l U V PROP. 18" RCP
43_ // / / i / / / / / h 6 ss�ss � / / 99, 665.65 V - _67 V'.
ti"..�5� � � co / / /� o----PROP. FES RD1----
/ �s�a-53 / �� PROP. BACKYARD GRASS SWALES �� INV. OUT: 667.21 RD /
All,
'-PROP. CB 58 _ s s s5 \ TYPE A SLOPED ® 2.0% TYP. / /
P A � � �Qom\ TC: 656.31 � �j � _a / / � \ � W�14'LX O'WX18"D
PROP. SILT FENCE/TREE / Rop ��� ,I Q p �. I 664.53 // / / HP )
HP / / / a / / 665.9d \ : (SEE DETAIL SHT. C7.5 / CLASS B RIP�7AP APRON
PROTECTION FENCING/ 65 s pp P a I LOT 75 _ -- --- - �� /� ��
- . / / / �pf �_ � a•a � � � � 58 �ss4.76 / / � a/ / � � \ �� fir,AI111111 / �11111111//
8. - tea ' s•p LOTV7 q rn m.l• > _ V CAR i ♦ CA i
a ! p p e 664.53 565.65 / / ♦ �I �I
/ / / / h / A ' 0 s / A• J 6 /� -,- �� Q� .•F ESSI ' ti ii J O� •'• •••
t 6 PROP. DC8 3H r \ \ 2 FFZ 665.2o PROP. CB 5E FFE=666.32 _ O
/ co TC: 655.84 \ I TC: 661.60 6 ) / - Q 9
fis4.53 a� / ss5s5 \.I __ Q-� 9 THE ISAACS•:
�I
�`�� �� \ --' �� = SEAL - - UP,•ENGINEERING &•:
/ PROP. 4.0' WIDE GRASS SWALE _ _ =C-) ; t =
PROP C6 5J TYPE B SLOPED ® 1.5% - 026462 - - LAND SURVEYING;
, 6 4.33 /,[ � � � % NO. C-1069
� TC: 661.45 � SEE DETAIL SHT. C7.5 � •� � ` ��.
/ c°n / LOT 33 v �. 57 � \ Y �� - i e /l / 2 NGINE� Q' i /F` l J l \ r. -- -- i/ / g v / ovE FLo s1. a - �'�` i 0�� 11 T O
sso.5s � I .�. 6 1 I v v \ i ti � i 9 �
' � V A to / 6 4.33 co I •..•...• �
PROP. CB 3R / / / // / / __ - A A s \ 5 I' / / \ HP V / V I��ONY B• G ��F �(�
TC: 659.66 / / / V \ V A \ 664.58 / I�� ��� I�� A
a / \ PROP. SILT FENCE TREE /� /�
/ "� �, \ e so.�1 s 1 1 - LOT 74 / PROTECTION FENCING
/ \ 11111111 I111111�
/ i -FFE=661.25 -
/ v i Digitally signed b Anthony
ss4.33 � \ � / � 9 Y 9 Y Y
PROP.-CB 30 / / j v v I TC- 661.17r 8' / _ B. Cowan, P.E.
TC: 660.02 '' / / - - Fi200 - 62 - \ \ 5 PROP. FES 3 ' 659- a FkE=665.00 co \ - / U�
/ .. -� LE.:ss4.00 / Z s - j/ �� ss4.33 / / Date: 2024.02.09
/ s7 � s7 0 \ / / / \ PR \ \ \-- - Jss - -- - // / / 13:29:55-05'00'
/ - / / �6g2 sso.00 / y 15 ND PROP. DI 5D
HP coA \ \� / 662.59 \.� s / 663.32 �E PIPE RIM: 661.61
/ Q�Q� / ss .17 pp Pip ssoh 8 v v O1 N / 662ss A / A � / Project:
/ e 6 �� LOT 32 V / / \ 66,
Q / ® 662.00 _ s V / V / v / '�
•Q s5s.3g ' F6� - - - - � v PROP. BACKYARD I / / HP � sso 14 V A HP A -/ � /
,0 6974 p - - r 662.83 , - McBRIDE SUBDIVISION
Rpp s" l _ A GRASS SWALES \ � 1 \ \ 663.56
-659.90 pp P �S \ v / LOT 8 I I / - 6 A '` ?`.;..:
FFE-ss2.� 1 I �A 1 � 6 `3 GRAPHIC SCALE �:��:::�:�A �y.... ��`���� HEMBY BRIDGE, NORTH CAROLINA
/ 60 ipF H.W. CB 3P ss2.00 TYPE A(2) SLOPED V LOT 73 :
/ 659.59 i 659.9 TC: 660.06 _ 62 05.0% (TYP.) 662.59 I / [ HP - / A
SEE DETAIL SHT. / I s63.32 I V I �s2. 2 / _ / 40 0 20 40 80 �� Title:
( FFE=66 .26 / o+ / s / / •
660.43 rn A, 3 FFE= 63.99 / :`:
C7.5) �, � 662.59 I // 6 _. _ _ ; �� < GRADING PLAN
/ / / � cp � � i \ \ J / l Q• O�, / � I 66�3.32 � A/ / �- A ?'`
2.0% MAX. SLOPE' _ - / I
i 663.08 \, i
IN HC SPACES - PROP. BACKYARD GRASS SWALE \ / 6 ,� / / A 1 INCH = 40 FEET
63 / / . #•20155-5 GRDWG
�-� V / � � � � � � PROP. BACKYARD GRASS SWALES / _ , � / N0. BY DATE REVISION ��� 'rx � �:: File Date: 1p�1g�22 Project Egr. ABC
TYPE B SLOPED 0 1.5% (TYP.)
/ /sso.57� ss3�ps � / �. q TYPE A SLOPED ® 2.0% (TYP.) ,, / /
Hp V (SEE DETAIL SHT. C7.5) m ss1.5s ! ss2.2s - / / 1 AEN 8/18/23 PER REVIEW COMMENTS LLJ 0 Design By. ABC
s3. / / (SEE DETAIL SHT. C7.5) `:; :' :.::::: IIS
:C7
/ l - �ss3.33 // / / / / 2 ABC 01�02�24 PER REVIEW COMMENTS ::: AACS O Drawn By. AEN
LOT 31 I / 661.56 BB2 29 / / / / / CIVIL ENGINEERING DESIGN AND SURVEYING(-
0
HP �30 HP / HP i , - / 1 3 AEN 02�07�24 PER NCDEQ REVIEW COMMENTS Scale: 1"=40'
3 34 663.08 I / 661.81 / / / /
V A I / 662.54 / / / / 66 /
,,, / 8720 RFD OAK BOULEVARD, SUITE 420
/ FFE 663.75 I ovER�Low LOT 9 Q LOT 72 / / / / - / /�
/ LOT 42 / I ss7.so y a / ssl.ss / rp622s �� / PHONE 704 527-3440 FAX 704 527-8335
CHARLOTTE, N.C. 28217 C"'r. 1
w >
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-GP.dwg,C4.1,2/9/2024 12:36:42 PM,anewsome,1:1

\ PROP.I / � � i� /� 66 �� �) /� / � i� � � FEE=665.00
�4 PROP. CB 3R / / PROP. CB 3Q i l 6 / -_ A A TC: 661.17 r �• / 664.33
659.66 5 / g \ 5 .
-------- PROP. SILT FENCE/TREE / / i % TC: 660.02 - - s200 - ? - PROP. FES 3G
PROTECTION FENCING / - � I.E.:654.00 / v� \--
� � Sri ��97 0 l � � � / / A� � P
/ / / / - 882.00 V OP
�. / 4g / i �59. V A / / �662 660.00 R 1S
, �� / � - -HP �, ., 9, Hpp PROP. DI 5D
! / / _/_-/ / / ^ pROp ' 09 _- 662.24--� co A \ S V / / 662.59 �� 663.32 E
/ 30• h \ \ V / A \ plP RIM: 661.61
ssohs LOT 32 a
/ g / g cV / 662.59
• / / �� , / OVEN OW / / / /O 659.39 6 9 74 p 666�22 ___- PROP. BACKYARD AV i cT � / 662.83 / 1 66 174 / / \ HP 663.32\ /
/ / � 6 �� 662.00 S V / /
• �'�� / / / / i 8. i S / / R0p l FFE=662.� GRASS SWALES \ i \ \�ss3.5s
�� / sss.so 6� / • pp pipF' PROP. CB 3P ss2.00 TYPE A(2) SLOPED / LOT 8 I I / LOT 73 1
660.06 �' 6 ( ) I 663.32 I a �P2 2
659.59 i 659.9 2 \ ®5.0% TYP. � 662.59 / �
► w� i// i��/ i i 0 ��..� s0.43 /rn `° C7.5 cn I /
/ (SEE DETAIL SHT. ( \. FFE=663.26 I / / \ \
► .,V /� / / i/ / MAX. SLOPES - �►. ) '.� 6s2.ss
2.0% / 10 FFE=663.32
SPACES l 63 663.08 - PROP. BACKYARD GRASS SWALE \ / / / / v 63 ,
,PROP. DI 3S co i /sso.57. ss3 Ps TYPE B SLOPED 01.5% (TYP.)RIM: 657.70 /
\
/ u� ) / / 8• �q
� �� i 63. � � � � HP \ � � (SEE DETAIL SHT. C7.5) �� � / I ss1.5s � � � I 662.29
PROP. BACKYARD GRASS SWALES i ,/ 9.8 y �663.33
/ I I 661.56
► / TYPE A SLOPED ® 2.0% (TYP.) i 663•o i LOT 31 / ss2.2s
/ z HP / ss3.os I / HP / / HP PROP. SILT FENCE/TREE
do I I / (SEE DETAIL SHT. C7.5) / z � 34 \ / ss1.81 / 662.54 /
N / - /
/ / / / �� cc� FFE=663.75 \ w (� PROTECTION FENCING
C4 . 2 �� i ' ,�` /� /� / / / / i / t i / LOT 42 / v. 663.os ovEss�so a / r ssl.ss LOT 9 / A LOT 72
663,09 i / / C a_ h o Q Q
CSi FFE=661.23
661.56 56 fl / cP Q. FFE=662.96
FFE fl �O
� V // a r• / 1 ss2.2s
�' ., ► / / / / / / / / ss� s .�6 - - j s63.14 \ / \ v. 62
V A / 6 /
I (LEGEND-continued
ss1.o
O
663.1 A \ a_
IHP / sso.48 a PROP. TREE SAVE AREA
i ► / / / / / / / i �. A 1 /- \
6Fy2. / l 5 \ / 63.39 / �&L / / E
A LOT 30 1 / V A � / PROP. PRIVATE STORM EASEMENT
�s2.
HP / 663.14 1 \ \ 65 / HP / `° 66 \ / OUTSIDE PUBLIC ROAD RAW
i 1 � / �660.73 �
6 \ 1PF ORANGE TREE PROTECTION FENCE
661.30
��ss / / 6 �/ 1 FFE�ss3.81 � � I \ � / LOT 10 �
\ � V / / LOT 71 A � � �
-- � /� / v V63.14 \ �sso.48 \
/ / �0 / / / LOT 43 ssl.os � ORANGE TREE PROTECTION
/ / / / / / / ' / / / V A w FFE=ss1.1s / FENCE & SILT FENCE
C4 . 3 �\ / / / r / 6/62.41 / / 63 \ h / cS FFE 661.72 \ / i
\ 661.73 \. 660.48 c9 � x 61.05 \ i -X SILT FENCE
�-- ------ - -- �� � � / / �► A \ \ - / ��, i
dL _ // �/ / / / / ��.. / 6 2.41 �0 9�/ / / s62.41 \ s8.91 V 6 I / �� �� HIGH HAZARD SILT FENCE
/ /
`� / / // / / / �° / / / may(. / / `° 662.41\ V A V �o � 659.00 / 6� �� EXIST. TREE LINE
�62P \ v V sss s7 PROP. TREE LINE
.66 A v v / 48 \
LOT 29 V A y n 659.00
HP I / /
HP ss1.7 � / �s2.41 � I � � v �I \ �� � �sss.Rs /� � s' / �_ 6s9.67 � ' , / ,GRADING PLAN NOTES:
/ i i /� / / HPI I �661.99 _ FFE�ss3.08 I V LOT 11 PROP�ce 3D A \� �659.91 -- i 1. PER UNION COUNTY LIDO 60.160-C.3, THIS
\ 662.41 \ V A PROP. DI 3- 659.00 OVERFLOW J /
/ I ,I / / / / / 661.f14 I LOT 44 ss. `' � RIM: 656.44 / 658.59 TC: 656.95 LOT 70 / PROJECT IS NOT REQUIRED TO DETAIN THE
� A PROP. CB 3E 659.6_
/ w FFE=659,67 rc: s56.96 / / 2-YR AND 25-YR STORM EVENTS
661.7 62 \ 659.00 / PR / / /
pp° �o. 1 - F E-sso.34 -- - i / BECAUSE THE DEVELOPMENT DISCHARGES
FFE=662.4 / s�� _- 5 p �- / /
ss1.74 / •' _ � � � 1 \ 1 A � /pE �59 6� i� � �/ / / � INTO FEMA REGULATED FLOODPLAIN. THE
CIO - A ._PROP / • v� / PONDS HAVE BEEN DESIGNED TO MEET
'J I 8 /` _ HP 3p ,�yi 6�
661.77 sso.99 / -REMOVE 85% TSS FROM THE 1"
� � / � � � � THE FOLLOWING:
� HP OVERFLOW / 6 P/P � ��� / � �/ � /
662.01 a a PROP /
/ / ,� I I \ ss1. s �. / /
/ [ sso.lo I PROP. DI 3F / % RAINFALL-CONTROLTTHE 1-YR STORM EVENT
111. q /w I A \ \ \ -_/_ LOT 28 / I l / / / / HDPE p�PE / RIM: 656.63 / ii/%
F I V A \ HP ss1: �o ;' / - / �/ / HP sag
A 6 / 661.25 / 661.77 FFE 2.44 �� �659.17 PROP. CB 3C 7 658.67 .. 659 / / /
PROP. BACKYARD GRASS SWALES LOT 12 TC: 656.55. \ / i 2. THE ISAACS GROUP ENGINEER HAS
PERFORMED THE GRADING DESIGN BASED
A ► ', _ -77 TYPE A SLOPED ® 2.0% (TYP.) / / / �/ / UPON AVAILABLE SITE INFORMATION AND
� � � •�3 6 � / (SEE DETAIL SHT. C7.5) � 1 � s 8.s2 � � /�/7 INDUSTRY TRADE PRACTICES TO ARRIVE
/ - HP / i / AT EARTHWORK QUANTITIES ANTICIPATED
:III: / T / �� i \ \ 1 V A SLOT 45 / �.. / s 658.67 / �s / / � /
V /�/ ��g 662 - �. / / Ss FE=sSs.gs / / �658.91 DURING CONSTRUCTION. BASED UPON
// / A Av FFE=661.sa � � �. �� / / > / / �. /
V / 661.o4 / PROFILES ON A GIVEN SITE, THE ISAACS
/ / / / 661.01 0 , �� / 658.67
��/ ,�- � .� � LOT 69 / / / / / I� . THE VARIABILITY OF SOIL PROPERTIES AND
/ / A GROUP DOES NOT WARRANT OR
jdl 661.04 / . / FFE=65 �3 /
HP PROP. BACKYARD GRASS SWALES �: / ss7.s4 / / i �� GUARANTEE THAT THERE WILL BE A
/ /- - / / // / i l / / / i/ / j� \ V A V - / A 661.29 TYPE B SLOPED ® 2.0% TYP. / v / �658.s8�
. I� / // / / � / � � \ � •' a (TYP.) g / � / �h � / � I � � VI I � BALANCE OF EARTHWORK AND SITE
SEE DETAIL SHT. C7.5
I
LOT 27 � ) / Q� / h 657.84 � •• 1 � � � � ��,� / /! / � I I I CONDITIONS MAY REQUIRE A SITE
661.04 o / /� - 5g / / / VERTICAL ADJUSTMENT OR AN IMPORT OR
1 z C �s5 .os -_� / f / EXPORT OF SOIL AS NEEDED TO
PROP. DI 1 L \ V / / \ _ � . h� 0.3 � •' � 65 i � / � / I
RIM: 655.66 \ HP _ FFE ssl�oa PROP. BACKYARD GRASS SWALES /� A ESTABLISH A SITE BALANCE.
652 / `� o.15 / - _ TYPE A SLOPED ® 2.0% (TYP.) / 4 / ss7.84 / 657.62 - i \ \ CONTRACTOR IS RESPONSIBLE FOR
/7 / / / / A LOT 46 34 �/ v. - - • o // - 1 INDEPENDENTLY VERIFYING EARTHWORK
SEE DETAIL SHT. C7.5 5 i /
PROP. BACKYARD GRASS SWALES' / A � ( ) w � � FFE=s58.51 cr 6 �_ I 1
TYPE A SLOPED ® 2.0% TYP. / 1 /s. g �" s57.a4 I 657.62 � /� V ss QUANTITIES AND ESTABLISHING PRICING
653' ° (TYP.) / / s--- � � / -M� \ THAT REFLECTS ALL WORK ANTICIPATED
(SEE DETAIL SHT. C7.5) / i o.s \ 60.32 CO / ( 657.8E \
/ �.. i h l \ /� .
� ���►. � INCLUDING IMPORT, EXPORT OR ON-SITE
PROP �� / i / / LOT 68 \ ESTABEARTHLI�HKTHEDJUSTMENTS AS NEEDED PROPOSED GRADES AS TO
36. i / \
660.32HIP s5762 v n /
V � 656.52 6 / .
660.52 // h ! / 'FFE=658.29 SHOWN ON THESE DRAWINGS. ANY
32 LOTT 26 \ s�s.52 QUESTIONS OR CONCERNS RELATIVE TO
%�� A FFE=sso.s Q1 � �0`0� `� h � \ �sss.7 � / � � v. 57 �� / / / � . THE BALANCE OF EARTHWORK SHOULD BE
657.42 / h HP a. / / ✓ I. ALERTED TO THE ENGINEER OWNER
PROP. DBL CB 1N660.32 / _J .
/ HP / \ LOT 14 / / /, / / / / r DEVELOPER PRIOR TO COMMENCEMENT OF
PROP. TREE. �Q� / �� 657.67 _ p Vic: s55s3 HP PROP. SLAB TYPE CB 2M \ s5s.52 / / 3q / ��. v / CONSTRUCTION AS NEEDED TO
PROTECTION Q � �� R �. -" s5s.1 � h / / /
Q - - PROP. CB 1M� s5s.2�jD ss�s _ RIM: 654.59 5 �►. , .I INVESTIGATE AND RESOLVE BY MAKING
/ LOT 47 rC: s5s.79 p FFE=657. s �► /
FENCING Q \ � I � /
' p \ s5s.52 / I I / 656.15 / / 1\�a SITE GRADE ADJUSTMENTS IF
/5 ss . 6 \ / I / �/ PRACTICABLE.
/ Q FFE=ss8.0s jv • �.� / S / / LOT 67 PROP. SILT FENCE�TREE
ss7.42 I 57 ��� \ h / \ � / 3. REFER TO SWALE DETAILS ON SHEET C7.5
/ 655.161 ss5. a•a F ,BHP / PROTECTION FENCING
56 1 65s.4� \ FOR SWALE CONSTRUCTION DIMENSIONS AND
A PROP. MH 1K \ 5j �oHDPE PIPE / �► / / / / \ /� / /� 1 MEANS OF STABILIZATION.
\ a 6 V E / //� 655.09 v / / 65g 5 / \ / / / 1.1�1 4. DOUBLE CATCH BASINS SHALL BE SINGLE
/ ( \ RIM: 655.74
FFE=656.82 .l l 1 STRUCTURE NCDOT STD 840.46 WITH MIN.
s _ -_ 4. s6 \ - ✓ / PROP. DI 2L 655.09 / I' I 656.15 / / / / /. A INSIDE DIM. OF 4'X7'
3OOd A 653.15 a _ RIM: 652.51 6HIP
5 -D - / / / z / A
655.96 i ` . A . ��. / 655.33 < �e / e. LEGEND
\ \ V PROP. CB 1P PROP. CB 38, u> /
/ TC: 655.63 s �� �
HP _ \ - P i '�. \ 655.09 LOT 15 TC: 652.98 /... / PROP. CB 3L / l i l ELEV-- EXISTING CONTOUR
_/ OV v =6s5.76 / , / T� A
\ - LOT 48 �'� HP A 655.09 / _ / ! r,, Tc:/s52.9s �i �l
�55.34 / / � io ELEV EXISTING PHASE 3 CONTOUR
. A �� 653.74 .
48 � � s55.ss 5' � �l � �� � s55.s1 / l l pRpp � ' I � � � �� / / -� �%�/ ./ / ELEV PROPOSED CONTOUR
,q� s4 pP pips• l ss as / 6� �� /
--- - \ �+ / l
• 657.36 � � 5 .5 � �� � � � HP /� � / / / TYf
/ , - PROP. ELEV PROPOSED SPOT ELEVATION
PROP. 15 - rsas.l4 "� // y r - EXISTING CATCH BASIN
LOT 25 h �/ PP PIPE s --- - e�e� /I LOT 66 N
657.11 \ -�/ 15• / 6�5.34 6S / 6PR6P. FW �� /
�\ \ Q 4 / - � NE
I - I °� A 1 \ EXISTING FIBER G- EXISTING GAS OPTICCABLE
EG I.E.: 641.9 ------
/ FFE=657.76 / Q 75 /65 .29 \ / FFE-6 6.011 TOP WALL: 646.71 \ \ FO C
g� / � I ss�s.34 �sL � I V A I ------ EXISTING STORM DRAINAGE PIPE
3 _ A /�� S - TC: 651.75� -7 s \ g JJ I.E.: 641.3 w A
v. / -� PROP. CB 2G pRop• �8. a s s 1.so 5 /� I / $I �� V A ---- PROPOSED STORM DRAINAGE PIPE
HP ss4.4s V PROP. TREE / a a PROP. DI 7K / ��
TC: 652.51 pp pipF-_ �a_ l / I PROPOSED CATCH BASIN
W -- - 652_-- 654.74 h \ PROTECTION - - OVERFLOW 4 51.f4 , , RIM: 651.96 \
3 J�' Q y PROP. CB 2H 52-�\ 6 PROPOSED SWALE TYPE-A SLOPED AT 2.0% (MIN.)
4 655.88 �� FENCING / '-- fi52'S0 TC: 651.75 44 N �, HP / VA �6 1 I
\ PROP. FES2 LOT 49 / \ UNLESS NOTED AS OTHERWISE
\ LE.:636.73� 654.49 /1 // O / 65 .30 •PROP. CB 7C- a 653.3
FPE=643.45(MIN) / 2- 5 TC: 650.79 „a / / .. PROPOSED SWALE TYPE-B SLOPED AT 1.5% (MIN.)
�55.88 / _ -- 5 Q,. UNLESS NOTED AS OTHERWISE
653.11 �H � �
/ 651.37 \ S /
656.1 -- Q' ���__ 6s3.11 \ / 1.23 1 � V �� � � �
47 / RCP REINFORCED CONCRETE PIPE
_ - - 54 \ LOT 24 ____ \ tip 1 I \ , 2 \ HOPE HIGH DENSITY POLYETHYLENE PIPE
/ M�, p 4 / ADS: N-12 PIPE OR APPROVED EQUIV.
6 \ y / sss.8 5 r"- PROP. DI 2D ss3.3s 1 \ (AASHTO M294 & ASTM F2648 OR F2306)
so 6 / � ry � a A � ROp. � �
00 RIM: 650.60 LOT 16 / - \ \ \ Pp
FFE- 55 �- �. � a � 30" s
49, � 653.03 A 655.88 \ - ___ 653.11 V A �Q
\ / 54 ,� `-' �� s5 .38 \ \ asA�V� E PP POLYPROPYLENE PIPE
24 \ / FFE=653.78 6 \ / s52ss \ - / / 5 AASHTO M330 & ASTM F2881
653.03 ��. 653.11 s
\ ,- _ � \ `� 1 \ � ADS: HP STORM PIPE OR APPROVED EQUIV.
654.74 / _- y TC: PROP. CB 7A \ /
PROP. C 8 2E � � )
LOT 50
653.031 FPE=643.45(MIN.) PROP.
� .�' ,� / 654.74 `� � / � --_�� 36. HOp � � � ••�
FFE=653.70 / / 654.99 HIP A V 653.147
/.� s� "' / / �Nvv N CARO 1�1 ���� (\� CARS
\ 652.66 ...
i
/ LOT 23 653.14
A •� / V• / •••• •••• �I �� �••• •••• �I
\ a ��.. / ss4.74 O / PROP. BACKYARD GRASS SWALES ^ -- _ __HP \ / / 4 O ; OF ESS% �L O; •�
/ CO _ 653.39 Ra° FFE=�53.33 M / / : �•: THE ISAACS '� �i
X,
FFE=655.41 / TYPE B SLOPED ® 1.5% (TYP.) pP p/p �52.66 \ ry / / 4 4 Q 9�'�
\ d / .' E . `�
\ Q / _ _ GROUP, P.C.
651.61 654.74 (SEE DETAIL SHT. C7.5) LOT 17 / h
� � � s 3.14 � / ) / ►. \ I I . � � 1 / � / / �� c �� _ SEAL � _ =n ' ENGINEERING & : -
V PROP / a HP / 026462 _ _m .LAND SURVEYING; o
l v.
A A I 651.61 aj S / / i , FFE=653.81 / / �� 6�� �� / / / / i� •. .•� i :• N0. C-1069
\ I " --� 4 i •�. 53.14 / /N No PiP l l /. ) ••.c� F-.:• . •. Q�.
v s1ss / i s.�
� �' �� �" � �' /.� �� GINS • �P. �� .......•
� I I � � � �•3sq �q �\ V I
\ v V s53.5o / / i Q I / / l / / /. j i�'S'p O ��` �i�'9T
v LOT 51 / \ / � �/ / I i� ANY B. G �� iiiFOFAU(V ��
\ 1I FPE�643.45(MIN.) / I i h f ♦ /
� A \ PROP. DI 1 J s53.so � � �g I� s�4.25 54 v / // •19q, / 3.2s / � PROP. DI 2G I I I �� �� � / � � / � I � �111 I I11V� ��111 11111�
/ RIM: 647.65 cn I FFE= 651 68 / / �� �/ HP / ,6 /
I- / �s53.75 i / s4.25 / / / / RIM: 650.19 � \ PROP. SILT FENCE/TREE Digitally signed by
\ / / / / LOT 64 / \\
PROP. CB 11 LOT 22 / / / i �, / HP / ss3.o1 / / / \ I / PROP. HW gB PROTECTION FENCING ��7 Anthony B. Cowan, P.E.
V A TC: 649.89PROP. CB 1H 653.50 / / / / ,/ / QQ I / / J �654.5� / / .�A \\ I / "`� Date: 2024.02.09
\ ( TOP WALL: 644.86
\ - _ _ PROP. 18• 1 I Tc: s4s.es / �ti 65� / Q� ( s3.22 / LOT 18 LE.: 638.96 13:29:32-05'00'
kHP _ HDPE PIPE FFa�4.17 g� / cr��
648.k5 PROP. 18" s 653.50 / 66g 1� \ / 654.25 I / ' V / ��. / / cn / / / / /'� EG LE.: 639.29
PP PIPE
FFE=854. �� �I A
654.. 5
s Project:
HP 5 s ri�y 65 � / i / l
\ 2 , \� /' / / / �� / .56/ /
61.76 , , 654, , McBRIDE SUBDIVISION
l V A G GRAPHIC SCALE '
HEMBY BRIDGE NORTH CAROLINA
Q, Hp / m s57 0 20 40 801'��f`
�652.44\ , p �' / HP- / / / �� / / I Olq, / ��654.80// / x ::::
,,,..::.r Title:
v a, 7651.45 / 655.20 ,- �� ��� ���� GRADING PLAN
\ LOT 52 FFE=s 2.87 ° i HP
�\ _ s2.2o A _ •�1 i LOT 21 i / / / / / >:.;
/ / �{-sss.44 ss4.ss /� / : 6 1 INCH = 40 FEET .....
\ � 1 FPE-643.4)5(MIN.) � i � / / / / � /; / ���
\ I 1 \ LOT 19 / / / .2;.r ..:. :` ...... File #.20155-s-0P.0w0 Date: 10/19/22 Project Egr. ABC
ZONE 1 A 1 652.20 � � $ � � i � � � � � � / � FF�F=655.23 � / / / N0. BY DATE REVISION �.::.:::x..:.::.::.:.��.::�..::::.::.::.:
\ V A. oG / / FFE=651.87 i _ / / / 655.20 / 654.56 / / /
�� V A 6 A� a A 65T.2o i �. / / / 1 AEN 8/18/23 PER REVIEW COMMENTS I Design By. ABC
A A A 5 \ \ / 5 i _- - FFE=s55.87
C 010224 PER REVIEW COMMENTS AB ::: 11SY& ICS� O Drawn B AEN
s55.2o os / a / / / / y
CIVIL ENGINEERING DESIGN AND SURVEYING(--
TC:
\ aPROP. AEN 02 07 24 PER NCDEQ REVIEW COMMENTS
/ Scale: 1"=40'
CB 1G //
PROP. BMP A A
c,+ 50.94 �� / 65365 / � 8720 RED OAK BOULEVARD, SUITE 420
\ t \ \ \ ��� , , I �/p , , , , / , , CHARLOTTE, N.C. 28217 C4.2
�VVETPOND 1 A r� \ � \ / PROP. SLAB TYPE CB2C i / // �/ / / / / / / ./ /i/ PHONE 704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-GP.dwg,C4.2,2/9/2024 12:37:12 PM,anewsome,1:1

/�/� / \ - PROP. CB 3B: / i v v� u� / /
/ y 300 \ 1'- 6
655.96 / �4�7 655.33i HP \ C: 65563 P \ .O � _ - / ROTECTION
�sss.zo sss.os LOT 15 TC: 652. / PROP. TREE
O 1 V / / J v _ -��� - " OV 655.09 / _ / l PROP. 2. 3L �5534 /
/ J A s5 . �`� A / TC: 652.98 1FENCINGd LOT 48 '� 65374 FFE=655.76 PRE J / / /4 4g � � __ 96 \ / PPP/P�. �� �6�
FFE=656.63 / A HP -- cP HP
A �+ \ -655.95 / 657.36 i/ P .5
i--- - LOT 66
I � PROP. 15". / Y /
\ V LOT 25 h /• 1 PP PIPE ar, Q Q�Q / / / `� s54.72/
- Q�' I � o o /� // Z. A � --- ��'. 5 / V 657.11 V -�/ , 1h / I 6 5.34 6 �.
/ / O 9 \ \ Q 54 j \ �� OQ .75 / / I ��O TOP WALL: 64687 V
IY ✓' y y / - - - - - - - / FFE=657.78 / / PROP. B 3A Q 65 .29 \ FFE=6 6 01 \ l
r2 y EG I.E.: 641.95
--------- 654.49 - A / \ 657 657.11/ �� S PR TC: 6251.75� ^a / / � 54 / 6s5.s4 I 64�38 I 1 1
PROP. CB 2G lg• aa. / /( /
\ PROP. DI 7K
/\ \ I / oP, Is .4o s 1.so .� 5 / � _
Y Y Y �Y \ 6� � vj 654.49 � � .,
652 HP 6s - � � f--� as I 51.¢4 s � � - -RIM: 651.96
v h. ��. / I TC: 652.51 �, ��. PIP �a_ ��.� �
W --- - �� h \ �� i OVERFLO P CB 2
654.74 4 Q - PROP. H
PROP. FEs2 LOT 49 � / / - ss2.s0 a / s53.3
A \ 655.88 / TC: 651.75 44 N �.� HP
\ \ I.E.:636.73
�\ � \ 854.49 FPE=643.45(Mlf� ) /I \ // � �� / � PROP. CB 7C � �
` / I 5 .\ I 65 .30
A \ i 65 - - FFE=655.16 /\ 5 i - --- ---
� � � � �55.88 / / � - 653.11 �H
654.49 656.1 6 6� / / 651. HP�_
/ v I �� A / h 651.37
63 V \ -__ �� - \ �-� 653.11
s� � s / / � -- JiP 1.23 I A A ar,A
\ 4 V / / 655.8 _ � � a� �� 653.35
�41 \ r*i \\\
0 wwy���� RIM: 650.60 ^' LOT 16 * a \ ROo 3 •' s
3 y V I A\\ \\ 6Ag -- �53.03 ��'' / 54 / \ - ---- v 653.11
( � � A 655.88 _ J �
O O � 1 \ FFE=653.78
41 ) , 0 �('. )��A � \ 653.03 / �v
6HIP53.27 V i -- --- \� s`. �� 653.11 \ 652.66 V� &,
� l/ / 3.72q/l `L �4 \ / � _ PROP. CB 2E �� � //� \\ � PROP. CB 7A��
O O � � \ �, / / v rC: s51 dos l i.
�\ �\ \ TC: 650.78-. Q
O \ LOT 50 ��. / i v \ pROP, - cn i PROP. CB 2F \ HP 652.
653.03) FPE=64,3.45(MIN.) / / 654.74 / / / --_- \ 36" ND I TC: 651.08 \ �652.89
OTHER FLOOD AREAS ZONE X I �I / A \ - \ / I HP / V 653.14 PE P/p / / - T // 653.3 r
(500 YR FLOOD FRINGE) I I \ \ F�E=653.70 / / /�654.99 i / / - /\ E V �u
/. v LOT 65 a
W W W 1 I �� \ \ V \ 853.03 ' / / LOT 23 / \ 653.14 / _
66
PROP. BACKYARD GRASS SWALES ^ -' - HP RpP FFE=E�53.33 g
v Q �'� s54.74 � / �
uy "� I / v v \ \ s2 * TYPE B SLOPED 0 1.5% (TYP.) - �653.3s
�\ � 1 i \ �� I / / FFE=655.41 / \ �
FEMA SFHA ZONE AE / \ V 651.61 654.74 (SEE DETAIL SHT. C7.5) LOT 17
(100 YR FLOOD FRINGE) / / / / i� \ 41 I / / \ / 0` i 6 3.14 / l l pR ��► Q HP/ / h / /
I FFE- 53.81 � / 3 �
�O� �I / \ �\ / \ �. 53.14 OpE
V v s 1.86
O� 'O
w .v .v .� .�
Iko 'k I / FPE�643.45 MIN. / v / s53.so / s�4.25 S4 / / s53.o1 / F
v \w w\ w i \ V A \ i PROP. DI 1J\ / I FFE=s52.28 / w v / HP i / / 6�� / I� / 1g9, / 3.28 / / PROP. / /
i V A RIM_: 647.65 w 651f61 / / `� 653.75 / / / // / / RIM: 650.19 / /
1 t \ / PROP. HW 8B
PROP. CB 11' / / / / HP / u� LOT 64 / I VA V A / ITOP WALL: 644.86
LOT 22 / / / / / �, ° / s53.o1 / / /
� \�O \ \ \ V \1 TC: 649.89 PROP. CB 1H 653.50 �654.5� I I I / /LE.: 638.96
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� 0 Otiq:� THE ISAACS�'•� ���
V GROUP, P.C.
O-- O, O, O_ O-- 0 00 00 4- - __ 639-
\ -63 \ - \ i r _ SEAL _ 2 ENGINEERING &
O O O O--U- O- O' O O,' T"' = =_� --- - �� O / _ o2s4s2 _ =m ;LAND SURVEYING;
> UO � 00000� 0� 0 �00 � 0 0 � 0 000 � 0 ..� •....
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LEGEND - _. _ _� �630-� �/ vO IVY B. G���� i��FpFA��`����
w w w w ) w w 30 �/ O I O (10,0 YR-FLOOD
AEA
9'fANDI1kIG /� A / / � i
-- -- , ELEV-- EXISTING CONTOUR PROP. TREE SAVE AREA v v v v �/ IV W4,TER y� \ / v
ELEV EXISTING PHASE 3 CONTOUR C%170
_- L 62 .3 v (100 YR FLo E) g gPROP. PRIVATE STORM EASEMENT
' �/ R v ` �� / Digitally signed b
.y .y �Y S A 4-- A \ V /
ELEV PROPOSED CONTOUR / - -- _
\� ELEV PROPOSED SPOT ELEVATION OUTSIDE PUBLIC ROAD R/W ��- ��� ��/ �6�� v \
� � / �I:�. Anthony B. Cowan, P.E.
C 4 . 2 , O _ L����
� C 4 . 4 w .� .� .� .� .� .� .� .� .� .� I .� .� .� .� .� .� .� -� v � �� � � / � /� Date: 2024.02.09
�. �- TPF ORANGE TREE PROTECTION FENCE , � /
� ` y I II_iI EXISTING CATCH BASIN ORANGE TREE PROTECTION FENCE & SILT FENCE / \ 13.29.06-0500
1 JillI �1 ,�� , G EXISTING GAS LINE ---* SILT FENCE GRADING PLAN NOTES:
FO/C EXISTING FIBER OPTIC CABLE
EXISTING STORM DRAINAGE PIPE HIGH HAZARD SILT FENCE 1. PER UNION COUNTY LIDO 60.160-C.3, THIS PROJECT IS NOT REQUIRED TO DETAIN THE 2-YR AND 25-YR STORM EVENTS
\ PROPOSED STORM DRAINAGE PIPE EXIST. TREE LINE
BECAUSE THE DEVELOPMENT DISCHARGES INTO FEMA REGULATED FLOODPLAIN. THE PONDS HAVE BEEN DESIGNED TO MEET Project:
THE FOLLOWING: MCBRIDE SUBDIVISION
PROPOSED CATCH BASIN GRAPHIC SCALE
-REMOVE 85% TSS FROM THE 1" RAINFALL EVENT
�� PROP. TREE LINE HEMBY BRIDGE, NORTH CAROLINA
__ ' _ PROPOSED SWALE TYPE-A SLOPED AT 2.0% (MIN.) -CONTROL THE 1-YR STORM EVENT 40 0 20 40 80 ` yr!::::::.
UNLESS NOTED AS OTHERWISE FLOODPLAIN LEGEND 2. THE ISAACS GROUP (ENGINEER) HAS PERFORMED THE GRADING DESIGN BASED UPON AVAILABLE SITE INFORMATION AND 0: Title:
PROPOSED SWALE TYPE-B SLOPED AT 1.5% (MIN.) INDUSTRY TRADE PRACTICES TO ARRIVE AT EARTHWORK QUANTITIES ANTICIPATED DURING CONSTRUCTION. BASED UPON THE
UNLESS NOTED AS OTHERWISE VARIABILITY OF SOIL PROPERTIES AND PROFILES ON A GIVEN SITE, THE ISAACS GROUP DOES NOT WARRANT OR GUARANTEE 1 INCH = 40 FEET ` :? GRADING PLAN
FEMA FLOODWAY .
4 F RCP REINFORCED CONCRETE PIPE
FEMA 500YR FLOOD THAT THERE WILL BE A BALANCE OF EARTHWORK AND SITE CONDITIONS MAY REQUIRE A SITE VERTICAL ADJUSTMENT OR AN
IMPORT OR EXPORT OF SOIL AS NEEDED TO ESTABLISH A SITE BALANCE. CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY r. ` :::::: File #:2o1ss s-GP.owc Date: 10/19/22 Project i ABC
HDPE HIGH DENSITY POLYETHYLENE PIPE N0. BY DATE REVISION r,
VERIFYING EARTHWORK QUANTITIES AND ESTABLISHING PRICING THAT REFLECTS ALL WORK ANTICIPATED INCLUDING IMPORT,
o 0 0 o TREE SAVE 1 AEN 8/18/23 PER REVIEW COMMENTS LLJ Design By. ABC
ADS: N-12 PIPE OR APPROVED EQUIV. 00000000 EXPORT OR ON-SITE EARTHWORK ADJUSTMENTS AS NEEDED TO ESTABLISH THE PROPOSED GRADES AS SHOWN ON THESE : :.::::: _ �7
C4 . 4
(AASHTO M294 & ASTM F2648 OR F2306) °o°o°o°o FEMA 100YR FLOOD (NOT IN FLOOD DRAWINGS. ANY QUESTIONS OR CONCERNS RELATIVE TO THE BALANCE OF EARTHWORK SHOULD BE ALERTED TO THE 2 ABC 01/02/24 PER REVIEW COMMENTS ?`.: s" ]ISAACS O Drawn By. AEN
` PP POLYPROPYLENE PIPE PLAIN OR BUFFER) ENGINEER / OWNER / DEVELOPER PRIOR TO COMMENCEMENT OF CONSTRUCTION AS NEEDED TO INVESTIGATE AND RESOLVE 3 AEN 02/07/24 PER NCDEQ REVIEW COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING -
Scale: 1"-40'
' ADS: HP STORM PIPE OR APPROVED EQUIV. BY MAKING SITE GRADE ADJUSTMENTS IF PRACTICABLE.
(AASHTO M330 & ASTM F2881) WETLANDS 3. REFER TO SWALE DETAILS ON SHEET C7.5 FOR SWALE CONSTRUCTION DIMENSIONS AND MEANS OF STABILIZATION. 8720 RED OAK BOULEVARD, SUITE 420
4. DOUBLE CATCH BASINS SHALL BE SINGLE STRUCTURE NCDOT STD 840.46 WITH MIN. INSIDE DIM. OF 4'X7' CHARLOTTE, N.C. 28217 C4.3
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-GP.dwg,C4.3,2/9/2024 12:37:55 PM,anewsome,1:1

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PROP. DI 7U I\�s i///�//�////l//////////////////6✓M��✓��//���✓/i�/✓�//✓///l-/✓/i i//m//1///////�l/l/I � /////l �/ ��/ 1�� I I `QO � I I 1 / \ . \/ \ l\i V v/ aA�o� * � z �� vs7� s�•� 15" NOHP 1pE. �7 ^N � � RIM: 671.83
71.83l/ PROP. SILT FENCE TREE
LOFTF�F9�36s5 22..61s8
V\
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1G aUE"M L
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n s7o.37 s �52.1
I HP PROTECTION FENCING -M
0, 6706� PROP. CB M 673.19 \\ /
LOT 84- Ta 670.30 ,6REE
a� PROTECTION A
1670.37�� / / FENCING
� GUMLOT 105 5
ALES 5737PROP. BACKYARD GRASS SW 24"
HIP TYPE A SLOPED ® 2.0% (TYP.) OAK672.5j
4.7v (SEE DETAIL SHT. C7.5) FFE=673.86
/
673.19
/-
/ / / \ �. / / / v
�° I / / I / v, ��� � ��� � / ,� � FLOODPLAIN LEGEND
FFEL668.34 \ o ��� ✓ vv �w� 1A 5 FF LOT 92 /
667�7 1 667.s / s7o.7a ��� / / / 1 - ?� v s5 �53.19 E-651.20 MtN.
/ o A v �� _ - �12„ \
cu/ / ✓ / 9 FEMA FLOODWAY /
_ / s 7.91 / I A a / 66 FEMA SOOYR FLOOD / v A v v
MP / v v 1 / / - FFE=s�3.8s' / / / ELM v
.96 / �� 1 / r/� LOT 85 l 2.78q ,� s� \ l ��� s7o.71 /
�. A / / ��� Q X HP A 6 _ A 5„
/ / v 6 I I / / ss7.s7 / / i / 670.95 66 0°0°0°0° TREE SAVE �v _ ---- o c V6� / a N �� e v \ PROP. TREE
LOT 104 a FENCING
. '� �/ / 0 0 0 o FEMA 100YR FLOOD ��� / / PROTECTION"
O o 0 0 o NOT IN FLOOD
6P7.67 670.71 ✓-- i� /i i l s �A
✓ 1 / / // / / / / / �/ /'` PLAIN OR BUFFER) _
FFE=670.78 A \ \ V �A ✓ ✓ 63414 Q � A
PROP. BACKYARD GRASS �� 8
/ �Q / / SWALES WETLANDS ` ``� _-- - v -
4$ ✓ \ \ \ A��� Cb* GUM --
/ / � ,PROP. DI 7L � / � �. / (� 1 �� / / TYPE A SLOPED ® 2.0% � �� � �� �� ____ _ � � � � �-
( ) V A A A �645�� fi 6"
RIM: 660.01 1 ) s 45J TYP. -
o•pp' / / FFE= s5.41 SEE DETAIL SHT. C7.5
L
HIP (0 / /. / / Z V A A VI GUM
65 \ / 667.99 ��� /� / / e-------- ✓ �� ✓� ���- \ ✓ 6„� �� ��
Q PROP. CB 7 6 4.74 LOT 86 �� V G /
TIC: 652.73 PROP. CB 7D + ' st / �668.23
TC: s53.s4�. Via`' �/ (18' sTEM - J� LEGEND
664.7 II LOT 103 1 / // �� , ,
\ / Z PROP. CB 7J
/ TIC: 662.64 / \ �FE=sssss / / ie o ���� �� �- ELEV-- EXISTING CONTOUR PROP. TREE SAVE AREA
pR°P a 1 62 s� / - ss7.ss / ✓ / / / / / �\ I ELEV EXISTING PHASE 3 CONTOUR ® ��I11I11I11 �1111I1I1
/ l pp P/p $ \ \ / �c i . ELEV PROPOSED CONTOUR �� CA/? ♦i �� CA ♦i
\ e8 / // PROP. PRIVATE STORM EASEMENT ���� ♦ � ♦i
/ I e \ ��� I OUTSIDE PUBLIC ROAD R W �� (� �� ♦� �� �� R��/ ♦�i
4 s PROP. JB 7E / / 1 / / / / / ��� O� •••F ESS/ •• /ti��i ���Q� .••••......•••
✓ / ELEV PROPOSED SPOT ELEVATION / ` THE ISAACS
e g TIC: 658.41 / / / / / / , / �_ �F- ORANGE TREE PROTECTION FENCE �•�(3 O'L•' �! :��;'• '9 �00 661. / 665.26 \ \ / / . .• .EXISTING CATCH BASIN Q 9<•; GROUP, P.C.
ORANGE TREE PROTECTION FENCE & SILT FENCE
/ / // / `, a G EXISTING GAS LINE _ SE A L _ = ENGINEERING &
�s'ss.2s / / A >� SILT FENCE - - =n : : z
sso. 3 , / - HP �/ y� /'� / FO/C EXISTING FIBER OPTIC CABLE - 026462 - - .LAND SURVEYING; _
\ 665.51 i
PROP. CB 7F f EXISTING STORM DRAINAGE PIPE �� HIGH HAZARD SILT FENCE No. C-1069
TIC: 660.96 LOT 102 ,- / / 1 1 1 %� ;.F �;: ?C :•
Gp l _ �� i I o'2 N ♦
18,pp p/p / / 665.2s - co - / / / __ __ • PROPOSED STORM DRAINAGE PIPE -� �� ��•.••GINS •.• Q'�� ���/� ••. �'�,��
EXIST. TREE LINE i .....•• ••.....••
PROPOSED CATCH BASIN ♦ /�/ C ♦ ♦ F (�
/ P 56.ss �. FFE=665.93 / PROP. TREE LINE ♦♦Ill Y B• ���� ♦;��I�F Av ��
660.73 I �.2s ✓ /� PROPOSED SWALE TYPE-A SLOPED AT 2.0% (MIN.) I11111►�� llllllll�
�..�..-
/ ' UNLESS NOTED AS OTHERWISE Digitally Signed by
658/74 ROP IS" PROP. DI 7G-
/ \ 1 NOp TRIM: 661.48 / / �/ PROPOSED SWALE TYPE-B SLOPED AT 1.5% (MIN.) Anthony B. Cowan P.E.
� - UNLESS NOTED AS OTHERWISE
662.55 E pipF. / / / l l Date: 2024.02.09
659.8 s
R CP REINFORCED CONCRETE PIPE
13:37:05-05 00
'
r„ � s2.s _
s 141�5 HDPE
HIGH DENSITY POLYETHYLENE PIPE�
LOT 87 �662.79 -- ADS: N-12 PIPE OR APPROVED EQUIV.et6'5 LOT 101 J (AASHTO M294 & ASTM F2648 OR F2306)
Project:
HP PP POLYPROPYLENE PIPE
659.8 - - i / / 1 /
/ A \
6 2.10 GRAPHIC SCALE
McBRIDE SUBDIVISION
e e _ � � � / ADS: HP STORM PIPE OR APPROVED EQUIV.
FFE-ss3.22
/
662.55 ' / / -- -- - -- - , (AASHTO M330 & ASTM F2881) 40 0 20 40 80 < `�r.`>.;.:.< '«: HEMBY BRIDGE, NORTH CAROLINA
PROP. SILT FENCE/TREE '� 1
PROTECTION FENCING ' Title:
- / / . :.
FFE=bss.3s �8 - - / 0i 1 INCH = 40 FEET : :
�I � � , , 1 v �,,,� , � �v v656.69�v 656.24 � 639.83, , ,, ,, / �t � GRADING PLAN
1 A \ \ / HP v �, / / v v / / / s I - -
V A �` V A �658 49 / 65J:83 / > �0 / i _ / �_ _ C4 . 3
r r #.20155-S-GP.DWG g I 0 A \ / C /� N0. BY DATE REVISION :.x...::;:`.; :.:;.:;.:. File Date: 10/19/22 Project E r. ABC
LOT 88 / e� S3 v / P // + ti ' "t
/ \ 658.24 / s 0.07 T / �/� _ - ,-_-- dql - I 1 AEN 8/18/23 PER REVIEW COMMENTS I 0 Design By. ABC
_LOT 100 7 _ T + 2 ABC 01/02/24 PER REVIEW COMMENTS 11SAACS
"�` ::: O Drawn By. AEN
.........
658.69 / / / � � �� i ✓ O� 3 AEN 02 07 24 PER NCDEQ REVIEW COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING C
Scale:
660.50 ✓ ✓ / /
gsaa ✓ ✓ /i 8720 RED OAK BOULEVARD, SUITE 420
vPROP. 15' PPE / CHARLOTTE, N.C. 28217 C"'f."'f
/ PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-GP.dwg,C4.4,2/9/2024 12:39:05 PM,anewsome,1:1

POST-DEVELOPED DRAINAGE AREA MAP X/ ��� - ! ` \
i� i / / I -AI; ` v DRAINAGE AREA INFORMATION SCM#1 SCM#2
/ \ �� / / /�������i ���,� �� •�/� `v 4 Type ofSCM Wet Pond Sand Filter
����� �(� `v 5 Total drainage area (sq ft) 1,727,154 238,709
vv 6 Onsite drainage area(sq ft) 1,727,154 238,709
7 Offsite drainage area(sq ft) 0 0
T � %� 8 Total BUA in project(sq ft) 644,953 92,120
�A 9 New BUA on subdivided lots(subject to permitting) (sq ft) (Note 3) 406,080 65,340
�X / / \ 10 New BUA not on subdivided lots(subject to permitting) (sf) 238,873 26,780
11 Offsite BUA(sq ft) 0 0
12 Breakdown of new BUA not on subdivided lots:
�T. Tr V/ � - Parking(sq ft 8,362 0
0! t) f/ �!� / I�I �1 / / v / / /�h e / ���\ i �g -Sidewalk(sq ft) 58,214 6,670
/ SHEET FLOW / y� �� �% / - Roof(sgft) o 0
ON - Roadway s 149,891 17,950
/ 100LF@4.0% , v( q ft)
I��\ T� I I / /
— Driveway apron 18 ft x 8 ft(144 s.f.) 9,504 2,160
7/ -Driveway apron 18ftx Eft(108s.f.) 2,916 0 Future (sq ft 0 0
ti
�� -Other,Amenity Area, etc. (sq ft) 3,600 0
i 5
7s 0 0, - 1/0 of Total (sq ft) 6,386 0
13 New infiltrating permeable pavement on subdivided lots(sq ft) 0 0
�' ::•• .., I/ \ 1 v N \ �\ �. � o� 14 New infiltrating�� // �\ I V _ oo_� g permeable pavement not on subdivided lots (sq ft) 0 0
o `v / / _ 15 Existing BUA that will remain not subjecttopermitting) s ft 0 0
O
000 SHALLOW CONCENTRATED FLOW �� /�� /�5 / r/ :1 ,1 ` ''� _�r �� / j II/1 < �(� v —— �� v v \ �� 'o� 16 Existing BUA that is already permitted (sq ft) 0 0
0 0 } '� / �r� t. 1 {.;; ;;t, / // �/ / / d / \ ' 17 Existing BUA that will be s ft 15912 0
137LF@4.0% /� / -e I I i / T � � _ g ( q )
000 �� / v —� / ,�.� / 18 Percent BUA 37.3% 38.6%
000 / iA A� i ��
k 19 Design storm inches
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000 i // / - J / 4. l /� S �� 1 \ \ \
20 Design volume of SCM cu ft 55,483 5,916
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0 0 0 // i .� !, i / /� / A\ 21 Calculation method for design volume Note 1 Note 2
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0 0 0 1 243 LF @ 0.65 /o A Note 1: SCM#1 has been sized based on 4.37-ft average depth and SA/DA ratio of 1.08(85%TSS removal)
0 0 00 ° /
_ — SCM#Item ora water quality storage volume calculated using Rv equation
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0 0 0 0 0 0 0 0 0 0 0 0� � � � �_-• ��
Anthony B. Cowan P.E.
o 0 0 0 0 0 0 0 0 0 — �4�� ��� _ Date: 2024.01.07
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\ / o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 MAO 8/18/23 PER REVIEW COMMENTS LLI Q Design By. ABC
V o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o_,o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00oPo 0 0 0 0 0 0 o Call before you CAI . .. :`.:::.::::
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/ O O O O O O O O O O G O O C> O ,> O O O O O O O O O O O O O O G O O O O O O O O O O O O O O O O O O O THE EXISTING UTILITIES SHOWN AREAPPROXIMATE 2 ABC D1�02�24 PER REVIEW COMMENTS Q Drawn By MAO
\ O O O O��O O O O 0�O O O O O O -O O O O O O 0v O O O O O O O��Jd O O O 0 O O O O 0 O O O G O O O O O O O O O O ONLY AND SHOULD NOT BE RELIED UPON AS THE
0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 o 0 0 o o c o o o 0 0 o 0 0 �o 0 0 0 0 0 0 0 0 0 0 o CIVIL ENGINEERING DESIGN AND SURVEYING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o C
O O O O O O O O O O O C> O O O O O O O O`�O O O G O O ``�O O O O O O O O O O O" O O O"O O O O"O O O O EXACT LOCATION OR A COMPLETE INVENTORY Scale: _
`� 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 oo 0 0 0 o O O o 0 0 0 o 0 o O o 0 o O o 0 0 0 1" 120'
\ "> O O O O O O O O O 0 O O O O O O O O O O O C O G O O O O O O O O O O "` O O O O O O O O O O O WHEN PERFORMING SITE EXCAVATION.PRIOR TO
O 0 0 O C> 0 O 0 C> < o 0 0 O O <> C> 0 O O 0 0 O �>�O 1 C> �> O C> �> O ^ C> �> O ^rC> �> O ^ C> �> O ^ C> �> O �> COMMENCEMENT OF ANY EXCAVATION,CONTACT ......8720 RED OAK BOULEVARD, SUITE 420
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO /�
VERIFY THE LOCATIONS AND EXISTENCE OF CHARLOTTE, N.C. 28217 C4.5POST
EXISTING UTILITIES. PHONE [phone] FAX [phone] V
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-BMP.dwg,C4.5 POST,1/7/2024 12:37:14 PM,bcowan,1:1

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/ \ 11� / / /��,� /// /�//� 96q��� .�/v vv 4 Type ofSCM Wet Pond Sand Filter
// \ 11 / /-1 . . / / / / / / / �� �•(� vv 5 Total drainage areas ft 1,727,154 238,709
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PRE-DEVELOF�ED DRAINAGE AREA MAP / /6 /�/' ' /'/'/'/'//X�� =_ vv ' �� ,-'° vv vvv --- 6 0nsite drainage area(sq ft) 1,727,154 238,709
/ / / / � / - / / / / // / /� /4V, �� ,
/' \ 1� / / / oo, / / � / // / // , "o IX / �(D'R," \ -) 7 Offsite drainage area(sq ft) 0 0
/ \ 11 �/ / / , - / A� / /// / /// / / // /�/ �'� Z / �11,_� \ _ 8 Total BUA in project(sq ft) 644,953 92,120
/ \ 11 / I / � / / / / / / / / / � ^ \
/ \ \j // / / / / �x �� / // / / / / \ ,,- 9 New BUA on subdivided lots(subject to permitting) (sq ft) (Note 3) 406,080 65,340
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/� 1 / `/ / / / ` � \ \ / 10 New BUA not on subdivided lots(subject to permitting) (sf) 238,873 26,780
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/ / \/ ) � / / / I I l l ( / / / / l I / / / ���� 11 Offsite BUA(sq ft) 0 0
// / � / �� / / / / 1 I I I I I I I l �) / / / / )I V I I / I * / \ - �-_ 12 Breakdown of new BUA not on subdivided lots:
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/ / / f / J � I / / � / I / % / v I - . Parking )
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- Parkin s ft 8,362 0
/ o/ / / I 3 / / / / -Sidewalk(sq ft) 58,214 6,670
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/ y / X \ V Ill / x / / v \ %�, - Roof(sq ft) 0 0
/ / k� v I I I \ l / / I / I / ,/ / / / / �'-`� �g
/ I \ /I / 11 ,� - 1 _ N� - Roadway(sq ft) 149,891 17,950
/ / � // I / 1 x I A \ 1 1 1 1� / ;,� � / �� ° 1� �\ A G��\ - Drivewa apron 18 ft x 8 ft 144 s.f. 9 504 2 160
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titi/ K % �6 / / / �/ �\ T 1 A vv / �V A� �v \\\III / ���� aA / �� �� - Future (sq ft) 0 0
ti � 5� / / /v �. A � A \ �� � o.� v / -Other,Amenity Area, etc. (sq ft) 3,600 0
��� \ cw`� _ � ��/��/ // . / I v v \ ,r \VAv 111 1 VA /// _ �v -v� �� ��. �sgrn�d - 1%of Total (sgft) 6386 0
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\ / \.'-I \ 0 _- ! \ Y� ` �- - \ y �'� 13 New infiltrating permeable pavement on subdivided lots(sq ft) 0 0
11 / , w / a i i f. A C \ t/ -moo. - A , / \ �� ,.O/ - x / / v ,- ••• -••• I - _+ v v �v / v v• �6� 0 14 New infiltrating permeable pavement not on subdivided Tots (sq ft) 0 0
11 / / 4 � SCA / �\ �� V A - 9 649 _ . r'.}: /// � / V� O - c
0 / ��' - / / \ / \1- �- 64 ,-.:.-;' ,: / , f//// ����, �' - - k - v V A-z / v- �y �� c'�,�6 15 ExistingBUAthatwill remain notsub'ectto permitting) s ft 0 0
00 �� �� \ �5� HSG I __/ /�.�� � . �"�/ / �'''��/ /i-��// / I ������ 1 -��v � V / A .- - ,P U`' 16 Existing BUA that is permitted s ft 0 0
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0000 � �� �� �� // ����1 � 1 1_____71 — 1 / /� / / /I� f / / / /\/_- - �� v °" / ---- v �1. 17 Existing BUA that will be removed (sgft) 15,912 0
0 0 3 / - - i/ // I / 6 \ f \ j l I f / I - \\\ \�- — 38.6/0 0 0 (HSG B) / vk J __ - J / ^ /1 18 Percent BUA 37.3/0
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/ / / � -- - \ \\ I - / x -_ - 6 �� �V- 21 Calculation method for design volume Note 1 Note 2
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0 0 0 ,c / \ �/ J i / / 65� ---- - \ i l \ / \ \ - / _ ( / \'�- p rY q Y g g q
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- - - - - - - - - - - - - - - -141 V O , g qCH--Wv W_S.EL.-& _
vw0 �. PROP. RIPRAP SLOPE -
-
/= M ,
M
PROP. EMERGENCY SPILLWAY CHANNEL 4� 1\ \�',\ o PROP. 3:1 630 i PROTECTION (CLASS B; / 4" ORIFICE
1.5 MIN. DEPTH I '( SLOPE (TYP.) 15'Wx18"D) I I.E. 636.50
•1• LINED WITH ENKAMAT TURF I N
> \ -`� y I PROP. 6'-WIDE
REINFORCEMENT MAT. (INSTALL PER I n I I ` \' A� PROP. RIP RAP n �,,- ��� I LITTORAL SHELF 1V:6Hiw�
�Y �Y MANUFACTURER'S RECOMMENDATIONS) .1. I 635 - _ - - -635
,� \ FOREBAY BERM (SEE �� //
� II \ CO \ DETAIL THIS SHEET �� I PROP. DUAL 24" RCP
PROP. RIP RAP APRON 0-RING IN DRAIN
TOP EL.=636.5 / � W/
INV. 633.80 ANA
1
I 1 A I 1 V / -- �y / 57 LF ® 0.51
Di I � /: A � � INV. 633.4
.1. ���� I I I n I I \ \ cO
EDGE OF
C 1 PROP. 30'-WIDE GRASS - \ 3 3 �/ 3 3
1 1 SPILLWAY IN CUT _ / _
WETLANDS I ti \ I / CREST EL.=639.83 �� o / \\
�� � � I I (SEE DETAIL ON C4.8) ^� /'� �
�\ / / / co v/ \ g _SED11sdENT 4; RAGE=631 00J - - - - - - - - -FLOOD
FEMA I
� (� FLOOD FRINGE I 1 \ 1 � / r� A � � PROP. GRASS SWALE b
_ A / / / C 1 / / \ ® 1.0% MIN. SLOPE
�, o A v ro 630 - -
"� rn BOT-BOND EL.=630.00
500-YR FEMA \ �� \ V co / PROP. 3:1 SLOPE (TYP.) �/ PROP. PIPE CRADLE
0 FLOOD FRINGE coCON /r 630
(SEE DETAIL ON C4.8) PROP. C ETE
��) / I � 1\ 7 � \ co \ \ V / \ CO I I ANTI-FLOTATI N DEVICE
O� 4,0 ( ) M
�� \ V V SEE DETAIL HIS SHEET
1 v A I COLLAR (TYP.SSEE PROP. ANTI-SEEP
`I' U `I' `I' `I' / i n 1 1 ` V CO ' V A v a / A \ I DETAIL ON IC4.8) COLLAR (TYP.; SEE PROP. ENTRANCE
1 / SIDE OF FOREBAY
U� \ V A A 1 / A� A DETAIL ON C4.8) I BOT. EL. 629.00,
` / / to 1 0 CD TYP.DAM CORE AND CORE TRENCH
� TYP• fff
�\ V ` f° / I o (SEE SPECS THIS SHEET)
O�. IL, LIU 1, 1 _ _--
S \
QQ \ 0- - 0 0 0 0 0
/ 20 00' Cal `r) 0 0
\ \ '� 1 --- ___ o rn o 0 o uO o r")
w I A �V 0 0 0 0 ± ± N N M M
/ I / LLJ Z I� // I o I f \ \ I I
'IV��\\ DS
LLJI o 0I� I I ' ` \ - L BMP #1 SECTION PROFILE
0 0m/�� ET AN U� �� O / o ml / I rn I \ �\ ° HORIZ. SCALE: 1" = 30'
1 to
co V
*0 0,1, OLL, POD
o i < / I CO I / PROP. 3:1 SLOPE (TYP.) I A \rn 652
�l.
v / 0 IA QUJ
yo y y 0� Iaf
N j� I cam° I PROP. 3:1 SLOPE (TYP.) A co : V / �
O � C� 40 O I
I j ` 100-YR W.S.EL.: 640.3 8" ASAHI/AMERICA TYPE 75OI' / PROP. 9'X6' INTERNAL DIMENSION PRECAST`'o `I'
BUTTERFLY VALVE ASSEMBLY
� 1 � ►o - I I � �, o\ �, \ V A � SOLID WALL BOX (NCDOT 840.46)
�, / / / \ I I �, I \ 4. 25-YR W.S.EL.: 639.41 (TYPE A; OR APPROVED
\ \ w I V A EQUIVALENT)
/Q / p � \ v � W I \ \ A I PROP. RISER TRASH RACK PROP. RISER TRASH RACK
, , / 3A.9 1 cc 1 v CO 10-YR W.S.EL.: 638.79 (SEE DETAIL ON C4.8)
PROP. STORM \ \ ;� I (SEE DETAIL ON C4.8)
DRAI
•• y� � N AGE ACCESS AND V (060 A � I � I V A \ a, A \ \ � �
\\ MAINTENANCE EASEMENT \ I �\ \ I \ \� a \\0 \ \ )\ 1-YR W.S.EL.: 637.78
\ \ w \ \ 4 V 652� RISER CREST EL. 638.00 F
I m \I \ °i �, A I A �\ A _ _ PROP. STEEL ORIFICE PLATE
6.00' V I /
\ \ PROP. 6'-WIDE LITTORAL / I _ W/4.0" ORIFICE OPENING; INV. EL. PROP. 18" WEIR
` \ - _ _- 636.50 (SEE DETAIL) INV. EL. 637.37
\ / \ SHELF, TYP. (1 V:6H SLOPE) // / \ I \
/ v TOP EL. 637.00 V /i/ v 1 _J - PROP. 10" PVC PROP. STEPS @ 14" O.C. (POSITION
\ j �/ \ WQv EL.: 637.27 TURN DOWN PIPE RELATIVE TO TRASH RACK ACCESS PROP. STEPS
\ BOT EL. 636.00 6 I -
y/ O V _- \ __ - - - - - - - r - - - - HATCH ON NORTH WALL) 14" O.C. -
I A 6.00' V �` \ PERM. W.S.EL.=636.50 I
v6 �� \ co \ \ I -� --- PROP. STEEL ORIFICE PLATE 6" I I 24" 0-RING
\ 1 V A V m V W/4.0" ORIFICE OPENING; INV. EL. I I PIPE
� ,� I, � \ � 6' V '\ I � \ � I I RCP OUTLET
PROP. 10'-WIDE TOP OF DAM \ rn
\ w �� I 6' i 6�� 636.50 (SEE DETAIL)
EL.=641.33 (CROWNED W/2% SLOPE; \ \ \ rn I
1O I 6.0' - - 1 - - - - - - -
O CENTERLINE EL.=641.45) \ \ \ �
PROP. PERMANENT WET
U C) \ 10 0' POOL ELEV.= 636.50 rn \ \V \ V cso A 6
CC41 0) w A A o A V \ \ \ TWO PIECE STEM 1:1 BEVELED
/ 1 I A rn col rn \ \ \ \ \ \ \ 8" PVC BOTTOM DRAIN W�RISER & HOUSING EDGE ON
/ w \ \ \ CLAMP BOLTED TO STR CTURE i STEM �� - - - - - - - - - -
I PROP. SILT FENCE � TREE ` °D 1 / \ V \ V (WATERTIGHT ASSEMBLY) SUPPORT OUTLET PIPE I
\ \ a, \ FOR STABILIZATION ( ) PROP. 10 PVC
II I PROTECTION FENCING \ �', A V A \ "cs V \ TYP' TURN DOWN PIPE I I 24" 0-RING
1 OI I I �� \ O\ o \ \ \ STAINLESS STEEL 1:1 BEVELED
PROP. WET POND BMP#1 I I RCP OUTLET
\ m I v \ \ TRASH GUARD WATERTIGHT EDGE ON I I PIPE
�0 l j \ \ RUBBER BOOT - - - - - - - - - - OUTLET PIPE
I PROP. 3:1 BOT. FaDIMENT STORAGE CAL.=630.00 a✓ 90° ELBOW UP I I I I
I SLOPE TYP. BLOCK SUPPORT T
�\ (TYP.) `�' , BO�BSTORAGE EL.=631 00 \ 49 i IF REQUIRED
1 1 v I \ 1 r \ I s DRAIN EL. 633.80 ( ) I I DUAL 24"
BOT. STORAGE AREA=32,994�S.F. i I I 0-RING RCP WATERTIGHT
I \ \ y A A I BOT. OF POND STORAGE: 631�00 F INV. EL. - - - -T - - - - -
\ \ I PERK.W.S.EL.=636.50 fi \ 633.49 I OUTLET PIPERUBBER BOOT
A m PERM W.S.EL.AREA=68,803 S.F. i EXCAVATE TO EL. 630.00
1V Ii �� PROP. CONCRETE \ a / I PERM. PbOL VOL.=4.78 AC-FT\ �� �, I 6 FOR SEDIMENT STORAGE
I I I I ANTI-SEEP COLLAR #2 RISER CREST EL.=638.00 A A •w I PROVIDE CABC STONE
I (SEE DETAIL ON C4.8) \ �� a w rn a WATERTIGHT EMERGENCY SPILLWAY CREST EL.=636.83 0 V I i \ SUPPORT UNDER 6" - a a RUBBER BOOT -
CD TOP OF DAM EL.=641.45 J� BOTTOM DRAIN AS NEEDED PROP. 9'X6' INTERNAL DIMENSION
PROP. CONCRETE PIPE CRADLE LA � cn A � TEMPORARY' POOL VOL.=8.36 AC-FT � � ,i� �� A TEMPORARY 8" SKIMMER ATTACHMENT OPENING EL. � 6 BOT. INSIDE EL.°630.1`4� 6 � PRECAST SOLID WALL BOX (SCDOT PROP. 18" WEIR
I I (SEE DETAIL ON C4.8) rn /� 633.80 (ATTACH 8" SKIMMER WATERTIGHT COUPLING 719-305-00) INV. EL. 637.37
1 I �� FLEXIBLE ADAPTER; REMOVE AND INSTALL DRAIN
W RISER AFTER CONSTRUCTION IF NEEDED
1 I V A �` i V / ) ( )
1�/i � PROP. CONCRETE I � �. / � I
I A \ /// c, ANTI-FLOTATION DEVICE �c,� A� /
I \ I ` \ (13.5-SQ. X 30" THICK MIN.; \ 'I I \
SEE DETAIL THIS SHEET)
PROP. ANTI-FLOTATION SECTION VIEW PLAN V�EW
� 11 \ PROP. OUTLET 6�\� \ 1 PROP. RIP RAP \ F DEVICE (13.0'SQ x 30"T MIN.;
A/ FOREBAY BERM (SEE
1 w rn STRUCTURE OS#1, 6'X6' \ o \ \ SEE DETAIL ON SHEET C4.8)
I I 1 Q I w DETAIL THIS SHEET)
a, CREST EL.=638.00 I TOP EL.=636.50 \
I I I I rn I (SEE DETAIL THIS SHEET) A \
\ I PROP. 56.73 LF OF DUAL 24" RCP �, \ \ - FILL INSIDE OF STRUCTURE
I cn I rn PROP. BMP OS#1 �\ V�ac,� ` \ \
I \ � (W/ 0-RINGS) ® 0.51% w RIM: 638.00
W/CONCRETE (3,600 PSI) OUTLET STRUCTURE OS-1 DETAIL
M I o INV. OUT: 633.49 (OS#1) I \ \ BMP SECTION LINE AND SLOPE TO DRAIN rr r
I
INV. OUT: 633.49 (OS#1.2) I ^�`° \ PRQP. 3:1 SCALE: 1 =3
L\ \ I \ SLOFIE TYP.) \%X1111111///// `��►►111111//////
PROP. H W #1 rn I I 1 V A \ \ ���� C A R /♦ �� C AR //i♦
CONC. ENDWALL FOR DOUBLE PIPE d 1 _ 1+ \ PROP.�NZRANCE �� �N �� ♦♦ ��
1 NCDOT STD. 838.01 (TYP.) ? Rc� \ OF FOREBAh' ----' �� •'• ♦� �� •% ♦i
\ \ I 1 't o0 V ♦ ........•• .•
PROP. 3:1 SLOPE TYP. ESS/ �L
\ I 1 I 1 v �. pE p �� �:• y
\ \ I INV. OUT: 633.20 (OS#1) BOT. EL. 629.00 ��QQ- ti9'�� THE ISAACS •:.
GROUP, P.C.
PROP. RIP RAP A - \ �^� \ PROP. RIPRAP SLOPE _ SEAL ! _ = ; ENGINEERING &
V I cW I 1O'Wx18'Lx18"D I I PROTECTION (CLASS B;
1 1 CLASS B RIP RAP \ \ cy 6� 15'Wx18"D)
\ I PROP. 3:1 V A r� ® 026462 =r� :LAND SURVEYING.-*0
SLOPE TYP. LE.= . FES / 5.5 , ,�, ....•� �1 ��♦♦ ,q•• �����
O PROP. FES 2
/ Knowwhatsbelow. ♦, -'''•• Gp``�� ♦♦' TFo
# 5 WASHED STONE TOP EL.=636.50 Call before OU dl
/ NY B. � / F AU �
I I \ \ \ Y 9•
2� � � THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
2
�� ONLY AND SHOULD NOT BE RELIED UPON AS THE
Q. [)E EXACT LOCATION OR A COMPLETE INVENTORY
\ i 1 0 0 1 WHEN PERFORMING SITE EXCAVATION.PRIOR TO
1 PROP. CONCRETE� COMMENCEMENT OF ANY EXCAVATION,CONTACT
. v v v _ Digitally signed by
1 � I ANTI-SEEP COLLAR #1� \ � \ \ \ 36" FLOW � � � � � � � � 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
\ \ o 0 0 0 0 0 0 0 o VERIFY THE LOCATIONS AND EXISTENCE OF
(SEE DETAIL ON C4.8) \\ v630 \� CLASS B RIP RAP EXISTING UTILITIES. Anthony B. Cowan, P.E.
PROP. 48" RCP OUTLET PIPE �'p\ \ \ \ s29 _ o 0 0 0 0 0 0 0 0 0 o Date: 2024.02.09
(CL IV W/0-RING GASKETS) F - 35 631
1 0 0 0 0 0 0 0 0 0 0 0
58.98 LF CAD 0.50% \ \635 - --F -� 0 0 0 0 0 0 0 0 0 0 0 0 0
v / 1 v 6 633.50 0 0 0 0 0 0 0 0 0 0 0 0 0 633.50 3:06:45-05'00'
PROP. PERMANENT SWALE #OS1 �, - - 32 635
\ (BOT. WIDTH=6.5'; MIN. DEPTH=1.5'; s �, \� _ FOREBAY BOTTOM MAIN POND BOTTOM 1
\ 1( SIDE SLOPES=3:1; 1.0% MIN. SLOPE; �� -- - Project:
W/NAG S75 LINER) AF S 40 �' EL. 630.0B EL. 630.00
v , 637 McBRIDE SUBDIVISION
v 3 GRAPHIC SCALE
PROP. RISER TRASH RACK - FOREBAY BERM TYPICAL SECTION 30 0 15 30 60
,...; ,
y//� / r HEMBY BRIDGE NORTH CAROLINA
\ FLOODWAY `FEMA
W ANTI-VORTEX PLATE `\pCC 64p /\/ �/ / / / 641 39 - �- T -` \:
f � \ (SEE DETAIL ON C4.8) F / /// // /j/// 4// - / 0/ p Title:
1 I \� I P `' S \ /��//�/�� / ,\ CCF N.T.S. .�...:.
\ \ \ C 3 / // \� -
`� I EXIST. CHANNEL \ \\ 100-YR FEMA \ f\ s3s _�i'',3y / / ///j/// / / / �/ - - - 1 INCH = 30 FEET WET POND BMP #1 PLAN
TOP OF BANK �\ FLOOD FRINGE \ pCCE 640 - Q NO. BY DATE REVISION ::;::;::; File #:20155-
S-BMP.DWG Date: 10/19/22 Project Egr: ABC
/i EXIST. CHANNEL CL \ I \ 500-YR FEMA PCq. 3 - ?.:...:..:....,
EL.=627.64 \ \ \ \\ FLOOD FRINGE - __ 637 _- 1 MAO 8/18/23 PER REVIEW COMMENTS = Design By. ABC
2 ABC 01 02 24 PER REVIEW COMMENTS 11 S A A C S
2
/ / ': O Drawn By. MAO
3 ABC 02/09/24 PER NCDEQ SW REVIEW COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1" = 30'
WET POND BMP #1 ENLARGED PLAN
SCALE: 1��=30' 8720 RO®ARLCTT OAK BOULEVARD,A 28217 OTE 420
C4'PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-BMP.dwg,C4.6 BMP#1 PLAN,2/9/2024 7:30:35 AM,bcowan,1:1

� I
LOT 90 /
I BMP ID (A) (B) (C) 3" LAYER OF WASHED 57 STONE
BMP #2 636.00 635.75 634.25 OVER SAND FILTER MEDIA
DESIGN REQUIREMENTS:
1. THE TOP OF THE SAND FILTER MEDIA MUST BE PROTECTED WITH A DEBRIS SCREEN
HORIZONTAL
p J EL \_ o OF PERMEABLE FILTER FABRIC.
_ h SURFACEI/I I TOP OF BANK \ \ TOP STONE EL. A _ - 2. WHEN CONSTRUCTED WITH EARTHEN WALLS/EMBANKMENTS, FILTER FABRIC SHOULD
DEBRIS SCREEN BE USED TO LINE THE BOTTOM AND SIDE SLOPES OF THE STRUCTURES BEFORE
ssr9 -I -III -I (PERMEABLE FILTER FABRIC) INSTALLATION OF THE UNDERDRAIN SYSTEM AND FILTER MEDIA.
PROP. RIP RAP A 5:1 MAX SLOPE IN -_V - -APRON (CLASS B) SEWER = = SAND BED MAINTENANCE CONSIDERATIONS:
_ -
123'L x 26'W x 18"D- \ EASEMENT / _ (ASTM C-33 MEDIUM 1. INSPECT FOR CLOGGING - RAKE DEBRIS SCREEN AND FIRST INCH OF SAND.
LOT 91 ( -I AGGREGATE CONCRETE SAND) 2. REMOVE SEDIMENT FROM FOREBAY/CHAMBER WHEN MORE THAN 1 FOOT OF
647 --_-- STORAGE IS LOST.
J � I I I o \ \ ti1Tl �� l �O - l - FILTER FABRIC 3. SEDIMENT, TOPSOIL, AND 3 INCHES OF FILTER MATERIAL MUST BE REMOVED AFTER
J - a PROP. BMP SECTION LINE THE ALLOWABLE DRAWDOWN TIME IS EXCEEDED BY 25 PERCENT.
� I - DEBRIS SCREEN
PROP. 12' WIDE GRASS / A 4. ENTIRE FILTER MATERIAL AND UNDERDRAIN SYSTEM MUST BE REPLACED IF REMOVAL
BMP ACCESS ROAD `� (PERMEABLE FILTER FABRIC)
PROP. 3:1 SLOPE I / BOT• SAND EL C � OF 3 INCHES OF MEDIA DOES NOT RESTORE FILTRATION RATE.
/ / 3 \ - PROP. 12' WIDE• - / _-- 12" (MIN.) LAYER OF WASHED #57
\ J SAS CONC. BMP ACCESS - - z ANNUAL INSPECTIONS:
( / � I �ESM �r �� - 0 / STONE 3" MIN. ABOVE AND 3" MIN.
UJ'I , DRIVEWAY PAD ' ' _ OWNER SHALL SUBMIT AN ANNUAL INSPECTION REPORT TO THE STORM WATER
I / � BELOW UNDERDRAIN PIPE
I /I RIP RAP, _ ADMINISTRATOR WHICH PROVIDES DOCUMENTATION OF THE CONDITION OF EACH BMP I PROP. / / I I I I �'V tO � 46 _ ���<�,� ' // ( / / N
/ APRON (CLASS B) / - - - - PRIOR TO EACH (NO EARLIER THAN 30 DAYS) ANNIVERSARY DATE (BEGINNING ON THE
/ 5'L x 43'W x 18"D \ to - / J EL. VARIES FILTER FABRIC FINAL CONSTRUCTION INSPECTION APPROVAL DATE) INTO PERPETUITY. ALL ANNUAL
-649- I I INSPECTION REPORTS ARE TO BE COMPLETED BY A PROFESSIONAL ENGINEER OR
MAX. SLOPE 4:1 REGISTERED LANDSCAPE ARCHITECT THAT HAS COMPLETED THE CERTIFICATION PROGRAM
co -
i� / PROP. RIP RAP SWALE NATIVE BOTTOM TO BE SCARIFIED
PROVIDED BY THE CITY/COUNTY.
AND NOT COMPACTED
/ / I 6" (MIN.) PERFORATED SCHEDULE 40 OR STRONGER PVC PIPE OR
PROP/ . RIP RAP 4
/ FOREBAY BERM J ILA
�� - - - - a DOUBLE WALL HDPE PIPE. PERFORATIONS SHALL BE PER AASHTO M278
V A \ PROP. 24.33 LF OF 8" PVC'�2,30% rn
TOP EL. = 638.50' // � FOR PVC PIPE, AASHTO M252 FOR DOUBLE WALL HDPE PIPE, OR BE 3/8" DIAMETER
SEE DETAIL ON C4.8 ( \ \ \ _ _ _ PROP. CO#1 - . J / ' SPACED 3" ON CENTER ALONG 4 LONGITUDINAL ROWS THAT ARE 90-DEGREES APART.
�i�� n A RIM: 636.50 i z i / s THE PIPES SHALL HAVE 0.5% SLOPE AND A MAXIMUM SPACING OF 10' ON CENTER.
PROP. 10' WIDE TOP OF V 63 -6 INV. IN: 633.11 (CO#2) /
DAM; EL. 542.001 - INV. our: s33.11 (co#1) b�6 SAND FILTER TYPICAL MEDIA SECTION AND SPECIFCATIONS
/ /.\ J \ 63 338- i
I I I I /�iJ �. �I� n - _-!-/� 637 N.T.S.
J I I 1 IPROP. 68.51 LF OF 36" RCP 0 0.51%� ii �/ /�
PROP. C.O. (6" ABOVE STONE)
J I I I I VA \ 636.37 ( i r
J I I �. A VA ��� - 636.37 PROP. 23.25 LF OF 8" PVC 0 1.03%, poi / / VERTICAL CLEANOUT PIPES TO BE
PROP. CONC. PIPE COLLAR 0 SOLID PVC. TERMINATE WITH
I I I CRADEL FROM OUTLET \ o ,
/ / PROP. CO#2 / // / THREADED FEMALE ADAPTER AND
\ RIM: 636.50 / /
STRUCTURE OS#2 TO FES 636.37 /
OS#2 (SEE DETAIL ON C4.8) \ \ �' �^ INV. OUT: 633.35 (CO#2) / 6" SCREW CAP WITH PROTRUDING TOP OF RIP RAP 12" MIN. OF NCDOT #5
- - \� � � i� SQUARE NUT (TYP.) SPILLWAY ELEV. = A��S'0� OR #57 WASHED STONE
C soy / / / 6� c0 PROP. FOREBAY SPILLWAY
\\ V � / i co l / / PROP. 3"' LAYER OF#57 STONE WITH CLASS B RIP RAP
OOd \ � / � �i/ / / / / ;i � / / OVER SAND MEDIA FOREBAY SIDE
� p 0 2 2
�. PROP. C WIDE X 5.0' LONG X 1.5' DEEP TOP OF STONE = D
CLASS B LEVEL RIP RAP APRON
o 631 TOP OF SAND FILTER = E m
. 1
A OS#2 / / / ,7 / PROP. SAND BED SAND FILTER SIDE CLASS B RIP RAP
RIM: 639.50 PROP. SAND FILTER BED i
ND 631 632�6��� 6 INV. IN: 632.55 CO 1 / i (ASTM C-33 MEDIUM TO BERM FROM BMP INLET
/ ( # ) <AREA=456 S.F. AGGREGATE CONCRETE SAND) CHANNEL SLOPING 1.5%
5 R 3AR 6 INV. OUT: 630.45 OS 2
\ ��� � rn ( # ) co 24' WIDE X 19' LONG
/ `O TOP OF 57 STONE EL.=636.00 /
pP PROP. RIP RAP SWALE � / / ���� J d / # #
1 O'Wx14'Lx18 D V PCC �\ / r, p�� / / / /`O / TOP OF SAND EL.=635.75
X CLASS B RIP RAP / / / "� /\ 0 / / in O O
I 9 \ /
\ C
I /
c
F
M PROP. FES OS / o\ (
n
INV. OUT: 630.10
FILTER FABRIC
2
1 /
i a
FILTER FABRIC
I
PROP. PIPE COLLAR / \/ ��0 / i
(SEE DETAIL ON \/ /A i ° `o / l i z FILTER FABRIC
C48) I / 6�� / �a�j// /� / l C� 0.5%6SLOPE UNDERDRAIN BASIN 638.50 25' 45' 636.00 635.75
0 0 PROP. PIPE COLLAR' \ / 6q� ��5 / / / / o
(SEE DETAIL
/ L ONf /
/ 0 / C48) v / / �/ BMP (SAND FILTER) FOREBAY BERM DETAIL
N.T.S.
0 I "C'C / / o / // / / \ NOTE: RIVER ROCK CAN BE USED IN PLACE OF RIP RAP
/ J PROP. 20'-WIDE GRASS
/ SPILLWAY IN CUT h
CREST\EL,.=640.5v0 �(SEE DETAIL ON C4.8)0 0
0
/
/
�j I ( PROP. STORMWATER AND I J
V I DRAINAGE ACCESS AND A (� / / �� PROP. TOP OF RISER WEIR
/0 0 I MAINTENANCE EASEMENT I \ I \ �"C / �� / / OPENING EL. EIGHT;
/ � � A A / (6" OPENING HEIGHT;
V / / PROP. 9'X9'X24" CONCRETE 4' LENGTH;
is 1� / / J PROP. SILT FENCE TREE �\ \ I \ / 1 // / J / / ANTI-FLOTATION ANCHOR (SEE TYP. OF 4-SIDES) TOP OF DAM = 642.00
/ J PROTECTION FENCING A \ V / / I / I DETAIL ON C4.8) TOTAL WEIR LENGTH = 15.00' SPILLWAY = 640.50 PROP. 12" WEIR OPENING
0 0/ INV. EL. 637.50
(BLOCK 15" WEIR DURING
WET POND BMP #2 ENLARGED PLAN PROP.112" WEIR OPENING PROP. MH FRAME & EROSION CONTROL PHASE)
I INV. EL. 637.50 PROP. 6" C�ONC. RISER BASE COVER IN 4" TOP SLAB
SCALE: 1"=30' (BLOCK 15" WEIR DURING EXTENSION (SEE SECTION VIEW) (TOP EL. 641.00) -
EROSION CONTROL PHASE)
________ 100_YR_WSEL,_640.00
NOMENEEMEMWX
PROP. 4'X4' PRECAST RISER -------------- 25-YR_WSEL._639.51
4 0' PROP. TOP OF RISER WEIR (NCDOT STD. 840.45) 10-YR_WSEL._638.90
-------------- - -
OPENING EL. 639.50 ��
a PROP STEPS C4� (6" OPENING HEIGHT; 6 4.0' 1-YR WSEL._637.60
PROP. OUTLET STRUCTURE 4' LENGTH; 1-IN. W
(OS#2) (A PROP. BOTTOM OF BMP TOP 11 14" O.C. 6' TYP. OF 4-SIDES) PROP. STEPS CAD _________________Qv WSEL. 637.28
;Tko TOTAL WEIR LENGTH = 15.00' 14" O.C.
OF SAND FILTER MEDIA
o� EL. 636.00 - - - - - - - - - - - -r 1 �� 633600M OF BASIN EL.
_ LOo (SEE DETAIL ON THI 3 SHEET) INV. OUT 36" RCP I I TEMP. 4" SOLID PVC W/TWO
645 - a o `�^� - - - 645 630.45 OUTLET INV. OUT I I ' E
PROP. 10'-WIDE TOP p +M `�r ..0 ; PIPE 630.45 I �� 90' BENDS FOR SKIMM R
OF DAM; EL. 642.00 o co o N N O PROP. 2.5'-WIDE TOP 0 �� CONNECTION
a0 , O o FOREBAY BERM I I PROP. 8" PVC
EL. 638.50
F- Ui Ui �n I I F- a - UNDERDRAIN
a N _ _ th (SEE DETAIL ON THIS SHEET) , CO I I PROP. X5' PRECAST a ° INV. EL. 632.55
PROP. EMERGENCY SPILLWAY (0 1i`) a o oM ,' I 36" RCP I RISER �NCDOT STD. 840.45)
CREST EL. 640.50 10.00' N M co to'nt° i
OUTLET
+ to r OV +M� ,' 3 I PIPE I PROP. CONCRETE
o Zoo cDOO - - - , I I - ANTI-FLOTATION PROP. 6" CONC. RISER BASE
� J EXTENSION
ANCHOR (9'SQ x
I I 24"T MIN.; SEE FILL BOTTOM WITH CONCRETE AND
O a O Q It 1 I DETAIL ON C4.8) SLOPE TO DRIAN
W I- U i U i a I-_I,.i
a in cn a`__ _ �-
640 J 100_YR. WLS EL_6A0_Q0 640
o
3 I _ _ 7' _ ��_ 25 YR- W.SFI =63 _ _ - _ PLAN VIEW SECTION VIEW (WEST SIDE)
C14 _ _�_ _ _ lD CR�NLS.EL_=638.90_- - - -
tn 12" WEIR
0 1 I.E. 637.50 `
0 o o __1�%iE =r,3 - - - - OUTLET STRUCTURE OS#2 DETAIL
V) o a - _ i _ - - - _ _ WQa'W.SEL.=637 _ _ NOT TO SCALE
o M ```IX1111111////��'
Cn o Cq ��� �� N CAR
I i� �� / PROP. ��`�.0 ES Q••. i �•• v
a. 0o Q , // GRADE �.QUO by.� �:• THE ISAACS•:9'��
a' i,i , < GROUP, P.C.
635 a � - - ' / 635 SEAL = ; ENGINEERING &
VERTICAL CLEANOUT PIPES TO 'n '
• 026462 - :LAND� r*� SURVEYINGJ• �
BE SOLID PVC. TERMINATE WITH NO. C-1069
PROP. 5' WIDE RIP-RAP THREADED FEMALE ADAPTERQ-
APRON (SEE FOREBAY BERM AND 6" SCREW CAP WITH ���J ��.;VGINE�;�• Q��� ��i�C••'•• ����
DETAIL ON THIS SHEET) PROTRUDING SQUARE NUT; TYP. Y••'••G� �`` ''j���FOF•Av��O��``
\ PROP. SAND FILTER MEDIA
�///III 81111��` ///11111111��
EXIST. i 0-RING PROP. 8" PVC (SEE DETAIL ON THIS SHEET)
GRADE PROP. 36" RCP W/ 24 LF 0 2.30% PROP. 8" PVC
69 LF o 0.51
/ 23 LF 01.03%
PROP. 6" PVC UNDER
TI -IN AT OUTLET
Digitally signed by
DRIN
630 , S UCTU E _ _ 630 Anthony B. Cowan, P.E.
�j Date: 2024.02.09
PROP. CONCRETE 1 3:06:1 7-05'00'
PROP. ANTI-FLOTATION DEVICE
GRADE (SEE DETAIL THIS SHEET)
?i Project:
PROP. PIPE CRADLE PROP. ANTI-SEEP M C B R I D E SUBDIVISION
': ::. . : '«
(SEE DETAIL ON C4.8) COLLAR (TYP.; SEE
PROP. ANTI-SEEP DETAIL ON C4.8) HEMBY BRIDGE, NORTH CAROLINA
COLLAR (TYP.; SEE SHWT ELEV. = 624.05 • ® y. Title:
PROP. DAM CORE AND CORE TRENCH PER SW-2 GEOTECH BARE F`` SAND FILTER BMP #2 PLAN
DETAIL ON C4.8) (SEE SPECS THIS SHEET) 625 �625 - - - - - -
-.. -..-..-..-..-..- .-..-..-..-..-..-.. -..-..-..-..-..-..-..-..-..-..-..-..- .-.. -..-..-..-.. -..-..-..-..-..-..-..-..- .- N0. BY DATE REVISION File #: 20155-S-BMP.DWG Date: 10/19/22 Project Egr: ABC
Know what s below.
k.;
1 MAO 8/18/23 PER REVIEW COMMENTS Lu Design By. ABC
+ + + + + + + Call before you dig. : :.::::<: _
OI O O N N N THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 ABC 01/02/24 PER REVIEW COMMENTS �`;> H- I[S A A C S O Drawn By. MAO
ONLY AND SHOULD NOT BE RELIED UPON AS THE CIVIL ENGINEERING DESIGN AND SURVEYING C
BMP#2 SECTION PROFILE EXACT LOCATION OR A COMPLETE INVENTORY 3 ABC 02/09/24 PER NCDEQ SW REVIEW COMMENTS Scale: 1" = 30'
WHEN PERFORMING SITE EXCAVATION.PRIOR TO
COMMENCEMENT OF ANY EXCAVATION,CONTACT 8720 RED OAK BOULEVARD, SUDTE 420
HORIZ. SCALE: 1" = 30' 811 OR VERIFY PRIVATE ELOCA IONS ANDEXI EXISTER AS NCE OF
CHARLOTTE, N.C. 28217 C;�. /
VERIFY THE LOCATIONS AND EXISTENCE OF
EXISTING UTILITIES. PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-BMP.dwg,C4.7 BMP#2 PLAN,2/9/2024 7:38:31 AM,bcowan,1:1

CHARLOTTE MECKLENBURG BMP DESIGN MANUAL TRENCH WIDTH +2'—
EMBANKMENT REQUIREMENTS (PER SECT. 4.0.6 OF BMP MANUAL)
4.0.6 EMBANKMENT REQUIREMENTS --------- 1' MIN TRENCH WIDTFJ_ 1' MIN
THE FOLLOWING EMBANKMENT SPECIFICATIONS APPLY TO ALL BMPS WITH EMBANKMENTS THAT ARE DESIGNED TO HOLD WATER, EVEN IF THE EMBANKMENT IS DESIGNED TO
HOLD WATER ONLY DURING A STORM EVENT.
4.0.6.1 EMBANKMENT FILL MATERIALS
THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS: A�
TRENCH TO BE USED AS to
FORM FOR CONCRETE CRADLE
BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, SC, SM, CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY
2:1 SLOPE (IF NEEDED
MIXTURE OF THESE SOILS,
FOR DEPTH OF TRENCH) �����j\j\\ \�j\jj
BORROW MATERIAL SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (PI) BETWEEN 15 AND 30 (ASTM D4318)
8
- MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER O.D. :(Mil 2)
.............
FOREIGN MATTER. 4. (3)-#4BARS @
) CONCRETE CRADLE 000 PSI (MIN.
- ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 3, 6" O.C. W/ 3"
INCHES IN DIAMETER. ALLOW MIN. OF 24 HR. CURE TIME x NOTE: CLR. EA. WAY PLAN
4.0.6.2 EMBANKMENT CONSTRUCTION (48 HR. PREFERRED) PRIOR TO
., 4 aLN O.D. PIPE OUTER DIAMETER N.T.S.
w
BACKFILLING 44. -A
4
THE FOLLOWING STEPS APPLY TO CONSTRUCTION OF AN EMBANKMENT 4. ..... +
STEP 1: SUBGRADE PREPARATION
-COMPACT SUB-GRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
CONCRETE PIPE CRADLE NOTES: TRENCH LIMITS
-CUT OUT SOFT AREAS OF SUB-GRADE NOT CAPABLE OF COMPACTION IN PLACE. 1) ARTICULATING PIPE CRADLE JOINT WITH PRE-MOLDED FILLER SHALL BE
(2)
SUB-GRADE TO BE NATIVE MATERIAL, CONSTRUCTED AT EACH JOINT LOCATION IN PIPE. REINFORCED _0 2' MIN
-SCARIFY SUB-GRADE SURFACE TO DEPTH OF 6 INCHES.
O.D.+1 6"(MIN.) OR COMPACTED TO 100% MAX. DRY DENSITY 2) CONTRACTOR SHALL ENSURE THIRD PARTY VERIFICATION OF PROPER CONC. PIPE
-PROOF ROLL SUB-GRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. IN FILL CONDITIONS INSTALLATION OF PIPE CRADLE AND PROVIDE DOCUMENTATION (INCLUDING
PIPE CRADLE BOTTOM
INSPECTION REPORTS AND PHOTOS) TO ENGINEER UPON COMPLETION.
STEP 2: SEEPAGE KEY PLACEMENT SECTION E-E Z
RCP OUTLET PIPE, 3) CONTRACTOR SHALL ENSURE STRICT COMPLIANCE WITH THE DETAILS
0-RING GASKETED SHOWN AND NOTIFY ENGINEER WITH ANY QUESTIONS, CONCERNS OR
-SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS.
RUBBER GASKET REINFORCED CONCRETE PIPE DEVIATIONS PRIOR TO CRADLE CONSTRUCTION. 04
-SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH GEOTECHNICAL SEEPAGE ANALYSIS. A MINIMUM BOTTOM TRENCH WIDTH IN JOINT
SHALL BE 10 FEET AND THE TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN THE SIDEWALL SOILS AND SEEPAGE E —all TRENCH
KEY FILL. WIDTH
STEP 3: EMBANKMENT FILL PLACEMENT 12" MIN
CRADLE TO BE INSTALLED
-EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL):1(VERTICAL) OR AS SHOWN ON THE DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS FLOW— II IIII
--'-TO MIDDLE OF PIPE TRENCH WIDTH + 2'
AGAINST FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN 3(HORIZONTAL):1(VERTICAL).
SIDE ELEVATION
-FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD II II SECTION A—A
PROCTOR (ASTM D698) MAXIMUM DRY DENSITY, OR AS SPECIFIED ON THE DRAWINGS. II II N.T.S.
-COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS LEGEND:
OTHERWISE APPROVED BY ENGINEER. 4 0)
e. 4 4 (1) STORM DRAIN PIPE
.
-FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. EXISTING SLOPES GREATER THAN 4(HORIZONTAL):1(VERTICAL) 4 (2) CONCRETE SEAL (ISWC 703)
SHALL BE BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM OF 2 FEET VERTICAL
INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON DRAWINGS. TYPICAL ARTICULATION JOINT-/ E 3/4" PRE-MOLDED-/ NOTES:
-WITHIN THE UPPER 12 INCHES OF EMBANKMENT, FILL SOILS SHOULD BE COMPACTED TO 100% OF ITS STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. JOINT FILLER A. CLEAN PIPE OF DIRT AND FOREIGN MATERIAL BEFORE
-FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES. CONCRETE SUPPORT BLOCKS NOTE: 3,000 PSI (MIN.) CONC. POURING CONCRETE COLLAR
PIPE CRADLE JOINT SHALL BE CONSTRUCTED ALLOW MIN. OF 24 HR. CURE TIME
-PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN PLACE. AT EACH JOINT LOCATION IN THE PIPE. (48 HR. PREFERRED) PRIOR TO BACKFILLING
-PLACE A MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE GROWTH. CONCRETE ANTI-SEEP COLLAR TYPICAL DETAIL
STEP 4: OUTLET PIPE FILL PLACEMENT CONCRETE PIPE CRADLE DETAIL
-FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6INCH THICK LOOSE LIFTS AROUND THE DROP INLETS AND UP TO 2 FEET ABOVE THE CULVERTS. N.T.S. N.T.S.
-COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS.
-COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. COMPACTED MOISTURE CONTENT SHALL BE
BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE APPROVED BY ENGINEER.
-ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION.
STEP 5: FIELD QUALITY CONTROL 3/4"X 3/4" BARS @ 6" O.C. EACHWAY
-LABORATORY TESTING
• PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216, AND ASTM D4318. ANTI-VORTEX PLATE
• TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED, WHEN MATERIALS USING FOR EMBANKMENT FILL CHANGE, AND/OR AS 3"X3" ALUMINUM ANGLES
DIRECTED BY THE ENGINEER.
• SAMPLE SIZE SHALL BE 50-LB.
0
-IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS
• PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE 0
WITH ASTM D2216. OS ID MIN. DIMENSION (A) MIN. DIMENSION (T)
• FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: -4 0 C
OS#i 13'-0" SQ. 30"
• P PEA
NK INSTMALLATION:FILL: EACH LIFT EACH LIFTAT AT AMMINNIMUM IIMUM F FREQUENCYREQUENCYOF OF1 PER 1 PER 30500 LFSQ.OF PIPE. ED -OS#2 9,-0" SQ. 24
EMENT A 2, FT. '
3/4"X 3/4" BARS @ 6" O.C.
-WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST.
NOT SHOWN FOR CLARITY
4.0.6.3 ALLOWABLE VARIANCES
EMBANKMENT SPECIFICATIONS MAY BE MODIFIED BASED ON SITE-SPECIFIC GEOTECHNICAL INVESTIGATION AND ENGINEERING DESIGN. \\2"X2" ALUMINUM ANGLES
WATERTIGHT RUBBER BOOT-�
�- 1/4" ALUMINUM PLATE
2'X2'
OPENING
7'-2" ------- ---------a FILL BOTTOM OF
9'-2" y -_J OUTLET —RISER W/10" THK
FLOW z 3600 PSI CONC.
PIPE 0�W
----- ----- a.
0:0
SECTION
------ 12"
3 5"CLR
10.0,
#5 TYPE0 12"2 BAO.RCS. ��P-)
I -6 (MIN.) 10"(MIN.)
OUTLET COLD JOINT
STRUCTURE 10„ 10" COVER FROM
(TYP.) TOP OF DAM EL. = E TOP OF CONC. BASE -------AN
TO RISER LIP
EMERGENCY SPILLWAY EL. F PRE-FAB. RISER BASE —3.5"CLR
'XX 3"X3" ALUMINUM ANGLES
(TYP.)
1 1 I-P MIN.) OUTSIDE LIP 3600 PSI
3 5 DOWEL BARS
PROP. HEAD WALL OR CONCRETE BASE
3 A (SEE TABLE) _1#
6"(MIN.)
BOTTOM AND REINFORCED
vAM CORE FLARED END SECTION #5 DOWEL BARS 0 12" O.C. 4 EACH SIDE
WALLS TIED AT EACH END
NOTES: (TOTAL DOWEL BARS = 9)
1. SEE CONCRETE BARREL, PIPE CRADDLE, ANTI-SEEP
BOTTOM OF OUTLET PIPE/BARREL (DIA.= A ; SLOPE B) COLLAR, RISER, AND ANTI-FLOATATION ANCHOR
POND EL. G W/0-RING GASKETS INV. D
SPECIFICATIONS (THIS SHEET) -FLOTATION DEVICE DETAIL
... ... ... RISER STRUCTURE ANTI
2. ALL SOIL UNDERLYING AND ADJACENT TO RISER AND N.T.S.
FOOTING TO BE COMPACTED TO 98% MAXIMUM DRY f'\,,,3/4"X 3/4" BARS @ 6" O.C.
INV. C ANTI-SEEP COLLAR #1 1 _�PROPRIPRAP DENSITY AS DETERMINED (STANDARD PROCTOR) EACH WAY
CONCRETE_/ APRON UNDER THE DIRECTION BY ASTMD-698 OF THE
ANTI-FLOATATION PROP. 4' DEEP 6.0' ANTI-SEEP COLLAR #2/ GEOTECHNICAL ENGINEER.
ANCHOR CORE TRENCH CONCRETE PIPE CRADDLE END CONCRETE CRADDLE 3. WATERTIGHT RUBBER BOOTS TO MEET THE ASTM 2'X2'
(FROM OUTLET STRUCTURE TO C923-84 STANDARD SPECIFICATIONS FOR RESILIENT ACCESS 1/4" ALUMINUM PLATE
ANTI-SEEP COLLAR #2) CONNECTORS BETWEEN REINFORCED CONCRETE HATCH
MANHOLE STRUCTURES AND PIPES.
BMP A B C D E F G _J
DUAL NOTES:
1 24" 0.51% 633.49 633.20 641.33 639.83 630.00 TRASH RACK SHALL BE CONSTRUCTED OF ALUMINUM PER THE DETAIL.
CONTACT POMONA SUPPLY COMPANY AT 336-292-8060 FOR TRASH
2 36" 0.51% 630.45 630.10 642.00 640.50 636.00 RACK UNIT. CONTRACTOR SHALL PROVIDE SHOP FABRICATION DRAWINGS
WITH DETAILS TO ENGINEER, PRIOR TO CONSTRUCTION, FOR REVIEW AND
EARTHEN DAM EMBANKMENT TYPICAL SECTION APPROVAL.
N.T.S. PLAN VIEW
CAR\A
04
..........
4, <,
� .." E S S
.'zz ..;ip� / Z� • 00
RISER TRASH RACK DETAIL
E I
GROUP, P.C.
N.T.S. SEAL S E ENGINEERING &
026462 rn ;LAND SURVEYING:
NO. C-1069
IZ-
4'OF
Y B
Digitally signed by
Anthony B. Cowan, P.E.
Date: 2024.02.09
13:05:44-05'00'
...............................
...................... .. .....
Project:
....................... .....
McBRIDE SUBDIVISION
HEMBY BRIDGE, NORTH CAROLINA
Title:
............... BMP DETAILS
............
Know what s below. NO. BY DATE REVISION . . File #:20155-S-BMP.DWG Date: 10/19/22 Project Egr: ABC
..... ......
............
..........
.... ......
1 ABC 01/02/24 PER REVIEW COMMENTS Design By. ABC
Call before you dig.
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 ABC 02/09/24 PER NCDEQ SW REVIEW COMMENTS LL] IISAACS
0 Drawn By. MAO
ONLY AND SHOULD NOT BE RELIED UPON AS THE ...........
........... ...............
EXACT LOCATION OR A COMPLETE INVENTORY CIVIL ENGINEERING DESIGN AND SURVEYING
...................... Scaler 1 30'
WHEN PERFORMING SITE EXCAVATION.PRIOR TO ............ -7-2 RED OAK BOULEVARD, SWTE 420
0
COMMENCEMENT OF ANY EXCAVATION,CONTACT 8
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO C
VERIFY THE LOCATIONS AND EXISTENCE OF CHARLOTTE, N.C. 28217
EXISTING UTILITIES. PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-BMP.dwg,C4.8 BMP DETAILS,2/8/2024 7:45:18 PM,bcowan,1 1

STORMWATER WETLAND PLANT RECOMMENDATIONS
Yam/ s �
STREAM BUFFER / // ���� �� �� / DEEP POOL SHALLOW LAND
f I� 641
BOTANICAL NAME COMMON NAME
BOTANICAL NAME COMMON NAME
� U / � 64, w !! y--- a FLOATING AQUATIC PLANTS HERBACEOUS PLANTS
� � f � I C 636 64p �� /
:y O - LEMNA SPP. DUCKWEED
WEED
L Y / O O \ \� s3� �ii l C ASCLEP/AS INCARNATA SWAMP MILKWEED
NELUMBO LUTEA AMERICAN LOTUS
� i �- _--- - CARER TENERA QUILL SEDGE
/ t,� NUPHAR LU7EA SPP. POLYSEPALA ROCKY MTN. POND-LILY CHEL ONE GLABRA WHITE TURTLEHEAD
I �, �y� 11-0 �, \\ M 65 �!� / NUPHAR LUTEA SPP. ADVENA YELLOW POND-LILY EUPATOR/ADELPHUS DUB/US DWARF JOE PYE WEED
EUPA TOR/ADELPHUS F/STULOSUS JOE PYE WEED
3p ��o "� , _--- SUBMERGED AQUATIC PLANTS E EL UPATOR/ADPHUS MACULATUS SPOTTED TRUMPETWEED
�°
)A - ao ���
V A s29/ HIBISCUS COCC/NEUS SCARLET ROSEMALLOW
ELEOCHAR/S AC/CULAR/S NEEDLE SPIKERUSH H/B/SCUSLAEI4S HALBERDLEAF ROSEMALLOW
ELEOCHAR/S OUADRANGULATA SQUARESTEMSPIKERUSH
KOSTELETZKYA l//RG/N/CA SEASHORE MALLOW
ELODEA CANADENS/S CANADIAN WATERWEED LOBEL/A CARD/NALIS CARDINAL FLOWER
ELODEA MUTTALL// WESTERN WATERWEEO
63p � / �� � 6 � �, LOBEL/A ELONGATA LONGLEAF LOBELIA
LUE LOBELIA
RHYNCHOSPORAD COL ORATA STARRUSH WH TETOP
� �..
SHALLOW WATER SACHARUAf SALDW/N// NARROW PLUMEGRASS
BOTANICAL NAME COMMON NAME SHRUBS
635 9 / 650
�� \ l ,� \\ V O' �� / HERBACEOUS PLANTS
ARON/A ARBUAFOL/A RED CHOKEBERRY
A I �I i 633 �¢� -- - - - - - A\ ACORUS SUBCORDATUM SWEETFLAG CEPHALANTHUS OCC/DENTAL/S COMMON BUTTONBUSH
CLETHRA ALN/FOL/A SWEET PEPPERBUSH
AL/SMA SUBCORDATUM WATER PLANTAIN
.� .� .� \ i \ \� HYDROLEA OUDR/VAL WS WATERPOD CORNUS AMOMUM SILKY DOGWOOD
0 O v v o 630 /
O O TO IV � � �� IIRIS V/RG/N/CA BLUE FLAG IRIS CYR/LLA RACEM/FLORA TITI
•1• �> A GORNON/A LACIANTHUS LOBLOLLY BAY
✓UNCUS EFFUSUS VAR. PYLE/ OR SOLUTUS SOFT RUSH HYPER/CUM DENS/FLORUM BUSHY ST. JOHNSWORT
\ \ LUDWG/A SPP. PRIMEROSE WILLOW
I �, 0 u, u, ILEX DEC/DUAS POSSU M H A W
PEL TANDRA V/RG/N/CA ARROW ARUM
I ILEX GLABRA INKBERRY
/*O O � O� II PONTEDER/A CORDATA PICKERELWEED /TEA VIRGIN/CA VIRGINIA SWEETSPIRE
SAG/TTAR/A LAT/FOL/A DUCK POTATO ROSA PALUSTR/S SWAMP ROSE
%4L I�D 1k O
SAG/TTAR/A LANC/FOL/A BULLTONGUE
J. VACC/N/UM CRASS/FOL/UM CREEPING BLUEBERRY
�0 U%4,
\ SAURURUS CERNUUS LIZARD'S TAIL VIBURNUM NUDUM VAR. NUDUM POSSU M H A W
\ boo-Y., '�` I % v v \ -- S0H0EN0PLEC77JS TASERNAEMONTAN/ SOFT STEM BULRUSH
FLOODPLAIN �^ \ / -_ \ \ SCHOENOPLECTUS AMER/CANUS THREE-SQUARE BULRUSH
\ _ A SCHOENPLECTZIS PUNGENS VAR. PUNGENS
RASS
Z/ZAN/OPS/SM / G
/ACEA GIANT T CU TGR ASS
C 0 O
100—YR I \ i CD
\ I \ \ \ �j� \
FLOODPLAIN A
0� 7
WET POND LANDSCAPE LEGEND 1
y O 11, % �, �,. / I , �! v v A SYMBOL SPECIES QUANTITY
1410
�If' \ \
Olk L, C� y0 BLUE FLAG IRIS, "IRIS VIRGINIANA", 4-INCH CONTAINER, 24" O.C. 354
1k 1 - I A � o i I
o04 EDGE OF N +++++++++++ PICKEREL WEED, "PONDETERA CORDATA", 4-INCH CONTAINER, 24" O.C. 353
WETLANDS Oy qL , � 0 N y �� I \- S \ � SOFT-STEM BULLRUSH, "SCHOENOPLECTUS TABERNAEMONTANI", 4-INCH CONTAINER, 24" O.C. 353
Pco
_
w
-
SWAMP MILKWEED, "ASCLEPIAS INCARNATE", 4-INCH CONTAINER, 24" O.C. 349LL
� �" 7\ �" w � ,j0 O C� o I vi
N'O W O ' O�' orn z CARDINAL FLOWER, "LOBELIA CARDINALUS", 4-INCH CONTAINER, 24" O.C. 349
(0
I I II o II I / T A + 11 1
o000000NI ' ' -INCH CONTAINER, 24" O.C.C� O C� WI o , , 348
*0 (,1,) 4, 0�
607 I w I V A I I 1 \ \ 000000000001 LO j 00000000000
GREAT BLUE LOBELIA, "LOBELIA SIPHILITICA", 4-INCH CONTAINER, 24" O.C.
00000000000
348
�I �
�. � � r00I N 1. ZONES 1 AND 2 NEED THE APPROPRIATE HERBACEOUS PLANTS AT THE RATE OF
�
`�' I ii I I I / -I \
�\ � �\ 0.5 PLANTS PER SQUARE FOOT OF AREA IN EACH ZONE. (24" O.C.)
`�'� u' `�' `�' `�' / / I y I II I \ \� V 2. THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES, OF
/ / / 1 \ \ II \ 4 Cn I L ( �) T THE POND SHALL BE VEGETATED WITH FESCUE (NON-CLUMPING TURF GRASS);
%41 / 7\ 1 \ ` w 0, I \ \ `-�( TREES AND WOODY SHRUBS SHALL NOT BE ALLOWED
y0 y y Oy / �/ i i I \ � I 1 \ \ \ 3. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
PROP. STORMWATER AND V �� v I I SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50
0, y� DRAINAGE ACCESS AND 6 0 I A I \ \ a, V A V PLANT PER 200 SQUARE FEE OF SHELF AREA.
MAINTENANCE EASEMENT \ � / A� a V A \ \
v v / v v 652LA
\ PROP. 6'—WIDE LITTORAL
/ \ I \ 04 \ SHELF, TYP. (1V:6H SLOPE) ��% \ _ �� �_�/ LEGEND
0 W W TOP EL. 63 .00 v O��/ v v —
� it \ � 0 z \ BOT EL. 636.00
ZONE 1: SHALLOW WATER ( 6" BELOW PWSE)
`VV • U I �, \V A �/ \� 61 � a, `V BMP #1: ELEV. 636.00 TO 636.50
\
0,`�' PROP. 10'-WIDE TOP OF DAM , AV A a'
1 \EL.=641.33 (CROWNED W�2% SLOPE; ZONE 2: SHALLOW LAND ( PWSE TO TEMP. WQ STORAGE )
A V °' V \ a
�0 CENTERLINE EL.=641.45) A A \
� � 1 BMP #1: ELEV. 636.50 TO 637.27
, ' I PROP. PERMANENT WET \
° POOL ELEV.= 636.50 V A \ \
RIP RAP
I I PROP. SILT FENCE / TREE
1 0�� C"K
PROTECTION FENCING A A V A TOP OF DAM
1 I \ \ ) A
ALL OTHER ZONES ABOVE WATER THAT ARE NOT HATCHED ABOVE WILL BE FESCUE
11 \ PROP. V\/ET POND BMP#1 w rn \\ I
0 ��\ a I PERM.VV.S.EL.=636.50
`� PLANTING ZONE REQUIREMENTS:
i
�
�1 I AEI 0 A � w ZONE 1: MINIMUM PLANT QUANTITIES PER 200 SQ. FT. OF SHALLOW WATER AREA
1 I y cn
50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC-INCH CONTAINER (EQUIVALENT TO 2 FT. ON
CENTER MINIMUM; 1.5 FT. ON CENTER RECOMMENDED)
V i I \ BMP #1: AREA PROVIDED = 4,238 SF
PLANT REQUIRED = 1,060 HERBACEOUS PLANTS (CHOOSE 3 FROM THE LIST ON THE RIGHT)
O
ADrn ZONE 2: MINIMUM PLANT QUANTITIES PER 200 SQ. FT. OF SHALLOW LAND AREA
50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC-INCH CONTAINER OR
8 SHRUBS OF AT LEAST 1-GALLON CONTAINER (EQUIVALENT TO 5 FT. ON CENTER MINIMUM; 3 FT.
M 1 �x \ \ V �� ON CENTER RECOMMENDEDO, OR
1 TREE OF AT LEAST 3 GALLON CONTAINER AND 40 GRASS LIKE HERBACEOUS PLANTS OF AT
LEAST 4 CUBIC-INCH CONTAINER. `\%X►►►II11►/ll�� ``���►►►����►//���
��vN CARD ��i, ��� CAl�O
\ 7d ♦ ♦ �� ��
v ___ BMP 1: AREA PROVIDED = 5,574 SF ♦ .•••••••.
A� \ �� # PLANT REQUIRED = 1,394 HERBACEOUS PLANTS (CHOOSE 4 FROM THE LIST ON THE RIGHT) OR • `��0�,• �FESS/p �� ������THE ISAACS%:�9''�%
223 SHRUBS OR Q <: GROUP, P.C.
`� 1� III ��1 V A \ �^� \� A\ �� 28 TREES AND 1,115 GRASS LIKE HERBACEOUS PLANTS ® _ SEAL ! _ _n 2 ENGINEERING & z
cn 1 V A A \ _ 026462 — %LAND SURVEYING;
NO. C-1069
'•F//GINEE�•
.t1 jC'q
40' 40' ' �i'y 0 �� ij T
Know what's h@IOW. � ONY B��G � , F pF Av(�``��
�• �• v ` v �^� v s �� i�i� / Call before you dig. �inin►►►► ininn►
+ THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
NV / + + + + + + + +
� � `� \ � � —— � �� � ��� �` — + + + + + + + + + ONLY AND SHOULD NOT BE RELIED UPON AS THE
\ V I10
� + + + + + + + EXACT LOCATION OR A COMPLETE INVENTORY
V. \ I \ + + + + + + + + COMMENCEMENT OF AWHEN PERFORMING ITE NY EXCAVATIION,CONTRTO
ACT ACT�+ + + + + + + + + � Digitally signed by
811 OR TYPICAL PLANT ARRANGEMENT ON SHALLOW WATER AREA (ZONE 1) VERIFY PE LOCAVATETIONS
IONS AND EXISTENCER AS
OF
TO
\ 630 — EXISTING HUTILI IES ONS AND EXISTENCE OF
� __ _ B Anthony B. Cowan, P.E.
II vv �� sz9ajc Date: 2024.02.09
40 40 40 40 13:05:01-05 00
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L �o �o� �o 0❑ GRAPHIC SCALE
HEMBY BRIDGE, NORTH CAROLINA
30 0 15 30 60 . .. .
TYPICAL PLANT ARRANGEMENT ON SHALLOW LAND (ZONE 2) 1 1 1 1 Title:
•y BMP #1 PLANTING PLAN
1 INCH = 30 FEET
NO. BY DATE REVISION0::;::;::; File #:20155-S-BMP.DWG Date: 10/19/22 Project Egr: ABC
`Z016 - . G� Design B . ABC
\ I FLOODWAY W
—� � � 637 — _ Z7
1 ABC 01/02/24 PER REVIEW COMMENTS g y
2 ABC 02 09 24 PER NCDEQ SW REVIEW COMMENTS 0 :: S A A C S O Drawn By. MAO
CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1" = 30'
WET POND BMP #1 PLANTING PLAN
8720 R OAK
SCALE: 1��=30' CHARLOTTE,BOULEVARD, OTE 420
N.C.
28217
C4'PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-BMP.dwg,C4.9 BMP PLANTING PLAN,2/9/2024 7:45:38 AM,bcowan,1:1

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/ / /
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A /7.3% V' \
-651,'/oZ6�� /�
p�. o.ss Ac / f
�i� c:0.6o / /
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SHEET FLO 666 ce 1.02A 4 S,�� " n
ATS0 V C°SPED �
\V
\
/
\ \ A
N \
0.11 AC
6�- / / / / _ i / / . . i /
0.:0 Ac v ( cr I \ v v v
A\ � � v
LF IEET
GRASS, DSE n04
107
J CD LAB TYPE CB 3U SLOPED A /1.3%
\�\
0.75 AC SHEET FLOW=5.36 MIN.
/ A
�P �til UNPAVED SHALLOW
/ / 'VCyI //✓ i / / i /\ i �) \
/ �662- i / / / / i i 65 0 , �.� 6 CB 40 \\ CONC.=0.84 MIN.
i/ i �' 6 11 _ TOTAL TC: 6.201.1 w.
/ / / / // G•/ /� i 50 LF SHEET FLOW 0.05 AC
i / / / / / / // / / / -,'GRASS, DENSE n=0.24.
- -661- / / Y / SLOPED AT 3.6%
280 LF (UNPAVED) SHALLOW \
CONCENTRATED FLOW 65 ��/ / o ) �� - 0.2�2 C \1 0.550 C/ �65g � / / // / /� 669 5� SLOPED AT�.1%� CB 3N /�/ / y�Li_ �- / ----------- A \ V A
�� C:0.60 Q 0.50
/ 6 / / ! : � R
-658 i v / v / / / �� / I I 1 1 i I l A i A V �� �� � / l i ---------� v \ \\
n/x 5 . � ^i � 3� / / / / o / / / �� \ \ \ \ \
6 \ __-- - \ \ \
/ /1i 0.108 AC l l 1.7EE9 AC / CB SK o A
vim 0.21 AC - 674- � \ l i ------
i A6 _ / � i A �66 Q11 C C:0.60 AA• A \�/ '� / / �i � ---�� V A \ V A \
6 SLAB TYPE CB 3K
\ i _ 0.63 AC
�'.
� SHEET
UNEPAVED SHALLOWIN. �
/ c:0.6o
� - 334 LF UNPAVED SHALLOW DCB 3J CONC.=1.43 MIN. - / o�
-655 / / / �/ �/ 6� ��� / / / CONCENTRATED FLOW 0.18 AC T TAL TC: 4 IN. 6� PRO 0.84 AC /� / b \ \ \
C:0.60 i CB 5J i 40
SLOPED AT 2.6% i
�/ 6 i / FES 01
86 v \��� / / / / A A \ \
DCB 3H / SHEET FLOW=15.98 MIN. - ,- V A \ / / /
0.71 AC 8 / �. k � i A \ \ V \ \
Q0.70 0.23 AC / UNPAVED SHALLOW / / \ V \ \
l
/ // / / / _✓ / i i0��i/ / 0.1CB03M C:0.60 CB 5C / COAL TC: 24 MIN. A /
/ q / / i TOTAL TC: 24.25 MIN.
i C:0.70 0.04 AC
co
/� �� / v / :.I I � �. /i v i v/ A \
/ �i 0.60
V,// / 643 _667-- / l /
666
/�� 06 - � � � j�il/� ii� vv A �� i / / � l
\' �__� / i 6 / 6 1 V A 1 / A - - 1 0 S�E�T FLO���1�I/
lob �^ / _ 66 l / ASS DEDUSE 0.14
1.62 AC
C:0.45 / CIA A / / / A I• \V l / / l l
r// i i// i CB 30
1//%/ � � � 0.04 Ac � I so4nez
50 LF SHEET FLOW C:0.60 0.12 AC� i/ // 4 I / / i /j✓ /� // /GRASS, DENSE n=0.24 / 7 �O/ / / �. �� \
c:oso
/ « / / �7/ A / SLOPED /T 4.2%
LU
✓ �/ ���} ) / / / / / / 6 SLAB TYPE CB 3G C0.60 . C:0.60
�� ✓ ��� f\ . /l/� l// � // / // / //�/ / 6 SHEET FLOW=5.74 MIN. \ �/ / i / / / �� / / V'. A
3S UNPAVED SHALLOW
0.34 AC
\ CONC.=2.14 MIN.
° TOTAL rc 7.66 MIN. 5 c:0so i0
C 0.60 / / l
� � �// I I �� . '•:� , _� i � �� � � i / /
A//
0 /
/5�� i-. . y��/� II ✓ l l / 1 / / o l l l I / o.s1 Ac V v �° - o� ii l / ° / l/ / // / //
CB 3C �
/ w � � / 11 / l -� / / /
/ 6,5",Lo / �/ /� /I�//�. 1� l� I / f f . l
o.os AC
�.• �� / 'i/l G Jjl I \ C:0.6o
50 LF SHEET FLOW �/ ice /// / / �/ i / 0.5
i / /( I�. l / v i si// 77
AID ' / GRASS, DENSE n=0.24 / _ l/ /
/�� SLOPED AT2.2% I i/i/ / � � / / /�
I
l 0.79 AC
4 vADI 1L 2, c:o.6o /// l/ T tiI -1 0, ��l J /��//6� _ -))/ V � � � � 0.44 AC � / � CB C /// / .�/ � �o ( /
/ // //mil �`i ��� y�4�/� % �// i��� ) \ \ V C:0.80 � // / � o� o o /
/ �I� _
/ . �/i�/i �i � I I � � I � 1.12 Ac �� / /�1/ �I� \ � V A I I � � �� C� �
A V A \ 0.2�8 A �i- i
1 2L of 7u i --- _--671
LF (UNPAVED) SHALLOW,/ \ SLAB TYPE CB 2M 0.52 AC CB 3B 0.59 AC i / I V A \ Q0.60
� � �� i v /j/// /, CONCENTRATED FLOW 0.52 Ac I c:oso �s� \ V 1 0.47 Ac _� - -
SHEET FLOW=7.44 MIN. / C:0.60 - A \ \
/�� /// SLOPED AT 2.8% / A UNPAVED SHALLOW CONC. C:0.60 I \ / A \A \ DI 7T C:0.60 -670
% / / / //% /'/ �/� / / / o �� =1.75 MIN. /� /VA�� / �
/� TOTAL TC: 9.19 MIN. / l \ \ C:0.60 - / / / //
l \
� I � � / // / // l � I I I I � I � I � /v -, ,--668-
/ / \ � / /�� . \ ) / � � � � c:0.6o l � ��� i /
i �
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G�ASSLLD E n�0.�24� � 0.1�C l
% i� Off/
_ 1
9s, / // / / - - v .-FAR c:0.60 c6 7c 9 s <! I f/ 0.3s
�/ _ v 0.33 At' o ��V i l l / /�/ C:0.60
voff \ � / CB 7J \ / 9
IL
,6
Q0.60 CB 7F ' - 6
6� A
\ �A1 \\ � \\ / s c8oso
0.05 AC
0.42 AC c:0.70 ce 7o
C-0.60 0.14 A B ZE
=5.86 MIN. 0.50 A 0 6
A
\ \ I V C:0.60
V UNPAVED 41 ALLOW CONC.
f J V A J TOTAL TC: ��
\ pR d / /
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6 / CB 2F.4s AC 0.45 AC
o
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�-
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\ \ _ _ LAND SURVEYING; Z=
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� I� v \ -%��f / � s / � r� �� � � Know what's b@lOVI/. Digitally signed by
Anthony . Cowan, P.E.
Y
Call before you dig. -��
_ _ / I � / Date: 2024.01.07
637 / AAA �p\� _ ��� �4,3 / I I I.A� ////// / - / / / / AV �� I N �I' I THE EXISTING UTILITIES SHOWN ARE APPROXIMATE �f �fG G
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-6 I 'y" � 6� �/ 6' I / / WHEN PERFORMING SITE EXCAVATION.PRIOR TO
61 Q COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
V / // �O / / / I I VERIFY THE LOCATIONS AND EXISTENCE OF
� � � � -�- �VA EXISTING UTILITIES.
�� AA • � _ , � / 17
»> Project:
__ 630
M cBRIDE SUBDIVISION
l/\� ✓ / -�_�o � � <- 6 I GRAPHIC SCALE
�A_ �/ l /I I I� \ ti / I / HEMBY BRIDGE,it w \ / / I f I A x. .:. NORTH CAROLINA
/ � �� �� 63 � / //� I I � I I o.13 Ac • I / - � CO �I� I I I I I � 100 0 50 100 200 ��� ��:�:;�:.�.���
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( o o A r / �i S __ 4 l A A V Ao A \ / J 1 /l l I 1 INCH 100 FEET
� �- - ' �' v v�� v / / / /// / / NO. BY DATE REVISION ::::;:'r�:..::..;::;::.:.. :.;;;;; File #: Date: 10�19�22 Project Egr. ABC
6�� �_ � A --I �µ� v / v �� �� v � �w \ \ 5 v i I�� - / /// / 2o1ss s-sn�.owc
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ISAACS
\X \ � _ f �- / k__a- / �01 _`__ \ Lfi16.1 / - - -\ \y\\\ `\! \ 65 \ \ / / / // 2 JAB 01 02 24 PER REVIEW COMMENTS � O Drawn By. AEN
CIVIL ENGINEERING DESIGN AND SURVEYING
Scale: 1°_100'
�� �� -�✓�6 ��_-_ - _ \ 1 �'v A / �vA V� vvvv��vVv� �� /�����/,/ 8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217
PHONE (704) 527-3440 FAX (704) 527-8335 C5.0
PAActive Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.0,1/5/2024 5:54:48 PM,bcowan,1:1

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36" P PIPE 628 628
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634 634 � M � - STORM RUN 1 P STATION (ft. ) �; A Anthony B. Cowan P.E.
o co � HORIZONTAL SCALE: 40 FEET PER INCH ���'"`~`Date: 2024.01.07
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`D c° `D `O `0 C° `0 `° `� c0 HYDRAULIC GRADE LINE (25-YR HGL) — - - - - - —
0+00 1 +00 1 +60
Project:
0+00 1 +00 2+00 3+00 3+70 STORM RUN 2B STATION (ft. � McBRIDE SUBDIVISION
GRAPHIC SCALE HEMBY BRIDGE, NORTH CAROLINA
HORIZONTAL SCALE: 40 FEET PER INCH
40 0 20 40 80 '
;'+ .
EXISTING GROUND AT CL --------- ® % Title:
STORM RUN 1 B STATION (ft. ) PROPOSED PROFILE AT C/L � < STORM PROFILES
1 INCH = 40 FEET `.;\
HORIZONTAL SCALE: 40 FEET PER INCH HYDRAULIC GRADE LINE (25-YR HGL) — - - - - - — . .::..
EXISTING GROUND AT CL --------- NO. BY DATE REVISION ''' File #.20155 s-sna.owG Date: 10/19/22 Project Egr. ABC
Know what's below. rr
. ......................
PROPOSED PROFILE AT C L 1 AEN 8/18/23 PER REVIEW COMMENTS Lu G) Design By. ABC
/ — - - - - - — Call before you dig. _
HYDRAULIC GRADE LINE (25-YR HGL) THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
2 JAB 01 02 24 PER REVIEW COMMENTS :::: � I S A A C S O Drawn By AEN
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / y
CIVIL ENGINEERING DESIGN AND SURVEYING
EXACT LOCATION OR A COMPLETE INVENTORY Scale: 1°=40'
WHEN PERFORMING SITE EXCAVATION.PRIOR TO
COMMENCEMENT OF ANY EXCAVATION,CONTACT I 18720 RED OAK BOULEVARD, SUITE 420
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO /�
VERIFY THE LOCATIONS AND EXISTENCE OF CHARLOTTE, N.C. 28217 C5. 1
. I
EXISTING UTILITIES. PHONE (704) 527-3440 FAX (704) 527-8335 V
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.1,1/5/2024 5:55:32 PM,bcowan,1:1

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642 642 __ < __ __ GROUP, P.C. -_
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SEAL ; ENGINEERING & 2
026462 -m :LAND SURVEYING;OZ
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Anthony B. Cowan,
�FD���P.E.
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+45 Date: 2024.01.08
07:19:31-05'00'
STORM RUN 3S STATION (ft. �
HORIZONTAL SCALE: 40 FEET PER INCH ----- Project:
EXISTING GROUND AT CL GRAPHIC SCALE M C B R I D E S U B D I V I S I 0 N
PROPOSED PROFILE AT C L `' ...f%+++++
HEMBY BRIDGE, NORTH CAROLINA
/ 40 0 20 40 80 ' :::
I,/
" Title:
HYDRAULIC GRADE LINE (25-YR HGL) — - - - - - — 1 ® r,:
1 INCH = 40 FEET ??'' :.: ; `\+++ STORM PROFILES
� :' #20155 S-Sna.DWG / / 1 9
Know what's below. NO. BY DATE REVISION ;+++;+ ::.;:::):.;��.:::.::+: File Date: 10 1g 22 Project E r. ABC
1 AEN 8 18 23 PER REVIEW COMMENTS LLJ 0 Desi n B ABC
Call before you dig. / / = � g '`
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 JAB 01/02/24 PER REVIEW COMMENTS ++ . +:::: I- I S A A C S O Drawn By. AEN
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EXACT LOCATION OR A COMPLETE INVENTORY
WHEN PERFORMING SITE EXCAVATION.PRIOR TO
COMMENCEMENT OF ANY EXCAVATION,CONTACT 8720 RED OAK BOULEVARD, SUITE 420
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF CHARLOTTE, N.C. 28217 5.2
EXISTING UTILITIES. PHONE (704) 527-3440 FAX (704) 527-8335 V
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.2,1/8/2024 7:18:54 AM,bcowan,1:1

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w
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646 646
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CS � b 6 00 � � � � STORM RUN 3P STATION
0 to (0 LO In Lr) In Ln (0 Ln LO Ln � Ln (n
CO c° C0 c° CO C0 (° `0 (° c° C° c° m `0 CD `° HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL ---------
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 PROPOSED PROFILE AT C/L
HYDRAULIC GRADE LINE (25-YR HGL) - - - - - - -
STORM RUN 3K STATION
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL ---------
PROPOSED PROFILE AT C/L
HYDRAULIC GRADE LINE (25-YR HGL) - - - - - - -
= M
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- - - - _ 0%
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z - _ - - - ,-
: :
z
: - _ . ......... ............ ............ ............ -... ............ ............ ............. STORM RUN 5B
: :
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STORM RUN 5 STAT ON f
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� 30' HD E PIPE 0 0.60 : : p N -
bi : : : : : : : 30' PP PIPE 0 0.57% Q J N O EXISTING GROUND ATCL ---------
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W - - - - - - —
I J a (6 PROP. 26.50 LF OF HYDRAULIC GRADE LINE (25-YR HGL)
W 0 W 15" PP PIPE ® 0.59i
III I 1 1 II 1 /1 1
8" SS
1 1
12� .. ...
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: :
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:
< . - - ...... ..... ..:... ..;... ..;..
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PROP. 6C.50 LFF STORM RUN 4G STATION (ft. ) _ SEAL _ =c� • =
15" PP PIPE ® 08 . HORIZONTAL SCALE: 40 FEET PER INCH = i 026% 462 _ ' ENGINEERING &
rn LAND SURVEYING;OZ=
642 642 640 640 EXISTING GROUND AT CL --------- 1y1?%fN �I•;�_` ���%:NO. C-106... -`
PROPOSED PROFILE AT C/L ���i,�y�'••cIN..••'•*`�, `� .... V. •�''•••••••••''�6�\�
co � o N u� o (D 00 � � U) C� HYDRAULIC GRADE LINE (25-YR HGL) - - - - - - - ''�;/O/V 1B1-1Go\``` 4"�;;4'OFA\ ,\' �
rn cD co 00 M � rn 00 U) � In Ln
(0 (0 (0 (D m co m co Digitally signed by
�{D�_ �DAnthonye: 2B. Cowan, P.E.
V�J Date: 2024.01.08
0+00 1 +00 2+00 3+00 3+50 0+00 0+87 07:35:17-05'00'
STORM RUN 3E STATION (ft. � STORM RUN 3L STATION ft. Project:
HORIZONTAL SCALE. 40 FEET PER INCH GRAPHIC SCALE M C B R I D E SUBDIVISION
40 0 20 40 80 HEMBY BRIDGE,
HORIZONTAL SCALE: 40 FEET PER INCH x.......
EXISTING GROUND AT CL --------- . NORTH CAROLINA
EXISTING GROUND AT CL % ` Title:
PROPOSED PROFILE AT C L PROPOSED PROFILE AT C/L 8100, 0
1 INCH = 40 FEET STORM PROFILES
HYDRAULIC GRADE LINE (25-YR HGL) - - - - - - -
HYDRAULIC GRADE LINE (25-YR HGL) - - - - - - - ". ;`::
#•20155-S-STWDWG 1 9
Know what's below. NO. BY DATE REVISION ;:' ::.;:::++++ + .:::.::.: File Date: 10 1g 22 Project E r. ABC
1 AEN 8 18 23 PER REVIEW COMMENTS Lu G) Design B ABC
Call before you dig. _ g y
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 JAB 01/02/24 PER REVIEW COMMENTS .. :::::::: I ISAACS O Drawn By. AEN
ONLY AND SHOULD NOT BE RELIED UPON AS THE CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=40'
EXACT LOCATION OR A COMPLETE INVENTORY
WHEN PERFORMING SITE EXCAVATION.PRIOR TO
COMMENCEMENT OF ANY EXCAVATION,CONTACT 8720 REO OAK BOULEVARD, SUITE 420
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P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.3,1/8/2024 7:34:38 AM,bcowan,1:1

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0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 STORM RUN 5D STATION (ft. � STORM RUN 5L STATION
HORIZONTAL SCALE. 40 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL ------
STORM RUN 4C STATION ft. EXISTING GROUND AT CL ---------
PROPOSED PROFILE AT C/L PROPOSED PROFILE AT C/L
HORIZONTAL SCALE: 40 FEET PER INCH HYDRAULIC GRADE LINE (25—YR HGL) — — — — — — — HYDRAULIC GRADE LINE (25—YR HGL) — — — — — — —
EXISTING GROUND AT CL ---------
PROPOSED PROFILE AT C/L
HYDRAULIC GRADE LINE (25—YR HGL) — — — — — — —
Y ^ ^
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m m0 Lnm m
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m o
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z w 662m r`)pOj N (N - - ` - Ok... 662
:
W U �� LOLS ' ' - - - - - - - - - - - - - ` - �� qo PRO . 26.50 LF OF......
STORM RUN 5J
O +� coco � _ _ _ - _ _ - ' . F — — — — ^\\1 18" P PIPE:® 2.10 STORM RUN 5L
660 ` 660
J P
Q Q N?- - L,i 18. P 8" pVCSS
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...........:...................:...................:................. ...................:...................:...................:.......... -11
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W U _ _ — — — — PROP. 116.22
— — — — 18" PPP E ® 1. 9%
W IP
> ............._....�......—.:....—.. ..—.: ...............:.:............ ............. .... ............ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............
656 .. 656
PROP. 19.43 LF OF
E...C�D.. 6.6%......................... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ...
654 4 LF OF ...... 654
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0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 ''•,tio''"'•"''- o,.,�` ''•,qr ' o��N'
STORM RUN 5 J S TA TI 0 N (ft.1 Digitally signed by Anthony
HORIZONTAL SCALE: 40 FEET PER INCH 6T B. Cowan, P.E.
EXISTING GROUND AT L --------- ��'"`---_ Date: 2024.01.07
C 12:23:56-05'00'
PROPOSED PROFILE AT C/L
HYDRAULIC GRADE LINE (25—YR HGL) — — — — — — —
:: Project:
0 GRAPHIC SCALE MCBRIDE SUBDIVISION
40 0 20 40 80 .......`:x::.:.```>: HEMBY BRIDGE, NORTH CAROLINA
:: ::: >>:.::.:
/ %r Title:
Know what's below. 1 INCH = 40 FEET STORM PROFILES
.::�+::.
Call before you dig.
.r .
`:.:X File #:2oiss s-sna.DwG Date: 10/19/22 Project Egr. ABC
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE NO. BY DATE REVISION +:+:;+:r�. ::...�...::::::
ONLY AND SHOULD NOT BE RELIED UPON AS THE 1 AEN 8/18/23 PER REVIEW COMMENTS = 0 Design By. ABC
EXACT LOCATION OR A COMPLETE INVENTORY
WHEN PERFORMING SITE EXCAVATION.PRIOR TO 2 JAB 01 02 24 PER REVIEW COMMENTS ++� �:::::: -_ I S A A C S O Drawn B . AEN
COMMENCEMENT OF ANY EXCAVATION,CONTACT / / y
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO CIVIL ENGINEERING DESIGN AND SURVEYING C
VERIFY THE LOCATIONS AND EXISTENCE OF -0 Scale: 1"=40'
EXISTING UTILITIES.
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C5.4
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.4,1/5/2024 5:58:39 PM,bcowan,1:1

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: : STORM IUN 8 ' HYDRAULIC GRADE LINE ( 5-YR HGL) -'-'-'-'-'-'- Anthony B. Cowan P.E.
PROPOSED PROFILE AT C L
30' PP 2 L Date: 2024.01.08
6 40 640 09:24:19-05'00'
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40 0 20 40 80 n;';:
'r ' . Title:
STORM RUN 7 G STATION (ft. ) Know what's below. 1 INCH = 40 FEET - `
STORM PROFILES
�....
HORIZONTAL SCALE: 40 FEET PER INCH : '' ::;:.:: File #:zoiss s-sna.owG Date: 10/19/22 Project Egr. ABC
Call before you dig. NO. BY DATE REVISION r
:::...:
EXISTING GROUND AT CL ————————— THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 1 AEN 8/18/23 PER REVIEW COMMENTS LLJ Design By. ABC
PROPOSED PROFILE AT C/L ONLY AND SHOULD NOT BE RELIED UPON AS THE / / _ ,�
EXACT LOCATION OR A COMPLETE INVENTORY 2 JAB 01 02 24 PER REVIEW COMMENTS ` :::::::: � I AA O Drawn By. AEN
WHEN PERFORMING SITE EXCAVATION.PRIOR TO CIVIL ENGINEERING DESIGN AND SURVEYING C
HYDRAULIC GRADE LINE (25-YR HGL) - — — — — — — COMMENCEMENT OF ANY EXCAVATION,CONTACT -0 Scale: 1"=40'
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF 8720 RED OAK BOULEVARD, SUITE 420
EXISTING UTILITIES.
CHARLOTTE, N.C. 28217 5.5
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.5,1/8/2024 8:35:44 AM,bcowan,1:1

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0+00 0+75 0+00 0+40 0+00 1 +00 1 +40 —0+50 0+00 1+00 1 +10 SEAL <•: - - •ENGINEERING &•�
026462 - =m .LAND SURVEYING?
STORM RUN 7K STATION (ft. ) STORM RUN 7L STATION (ft. ) STORM RUN 8B STATION (ft. ) IDLEWILD RD STATION (ft. ) ��. NO. C-,069 •:,`�
HORIZONTAL SCALE: 40 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH HORIZONTAL SCALE: 40 FEET PER INCH ����i�ON'•B'►G� ``♦ ���i��FOlAv;�� �♦♦
EXISTING GROUND AT CL —-------— EXISTING GROUND AT CL —-------— EXISTING GROUND AT CL —-------— EXISTING GROUND AT CL —-------— �iirl►
PROPOSED PROFILE AT C/L PROPOSED PROFILE AT C/L PROPOSED PROFILE AT C/L PROPOSED PROFILE AT C/L Digitally signed by
HYDRAULIC GRADE LINE (25-YR HGL) —.-.-.-.-...— HYDRAULIC GRADE LINE (25-YR HGL) —.-.-.-.-...— HYDRAULIC GRADE LINE (25-YR HGL) —.-.-.-.-...— HYDRAULIC GRADE LINE (25-YR HGL) ............— Anthony B. Cowan, P.E.
L Date: 2024.02.09
13:39:56-05'00'
• Project:
• GRAPHIC SCALE MCBRIDE SUBDIVISION
HEMBY BRIDGE, NORTH CAROLINA
40 0 20 40 80
n......
Title:
Know what's below. 1 INCH = 40 FEET `;: STORM PROFILES
.
Call before you dig. ::;::;:: File #.20155-S-Sna.DwG Date: 10/1g/22 Project Egr. ABC
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE NO. BY DATE REVISION ri. ::...�.........
ONLY AND SHOULD NOT BE RELIED UPON AS THE 1 AEN 8/18/23 PER REVIEW COMMENTS = Design By. ABC
EXACT LOCATION OR A COMPLETE INVENTORY
WHEN PERFORMING SITE EXCAVATION.PRIOR TO 2 JAB 01 02 24 PER REVIEW COMMENTS :::: I S A A CS O Drawn By AEN
COMMENCEMENT OF ANY EXCAVATION,CONTACT / / y
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO 3 AEN 02/07/24 PER REVIEW COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=40'
VERIFY THE LOCATIONS AND EXISTENCE OF
EXISTING UTILITIES. 8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C5.6
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.6,2/9/2024 1:04:27 PM,anewsome,1:1

STORM DRAINAGE TABLE STORM DRAINAGE TABLE
STRUCTURE STRUCTURE DIAMETER DIAMETER STRUCTURE STRUCTURE DIAMETER DIAMETER
STRUCTURE TORE TG/R�' INCHES INGH�'S INVERT IN INV�'RT IN INVERT OUT PIPE LENGTH PIPS' L�'NGTH SLOPE SLOP' INVERT IN INV�'RT IN INVERT OUT PIPE LENGTH PIPS' L�'NGTH SLOPE SLOP'
(DESIGN) (AS-BUILT) (DESIGN) (DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT) STRUCTURE TC/RE TG/RE INCHES INCH-ES (DESIGN) (AS-BUILT) (DESIGN) (DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT)
(DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT)
CB 50 675.08 15 (5L) INV OUT=671.11 140.72 CB 7F 660.96 18 (7G) INV IN=656.02 (7F) INV OUT=655.82 67.25 (713) 1.99%
CB 7R 673.42 15 (7S) INV IN=667.53 (7R) INV OUT=667.33 22.50 (7S) 0.80% CB 3P 660.06 15 (3P) INV OUT=656.42 23.09
CB 7Q 673.40 18 (7R) INV IN=667.20 (7Q) INV OUT=667.00 149.79 (7R) 0.60% CB 3Q 660.02 30 (3P) INV IN=656.19 (3R) INV OUT=648.93 91.46 (3P) 0.97%
(3Q) INV IN=649.13 (3Q) 0.60%
CB 5M 673.33 15 (5L) INV IN=669.75 (5K) INV OUT=669.55 116.98 (5L) 0.97%
DI 7L 660.01 15 (7L) INV OUT=651.26 38.17
DI 7S 672.08 15 (7S) INV OUT=668.66 140.34
CB 4B 659.96 15 (4F) INV IN=656.12 (413) INV OUT=655.92 22.50 (4F) 0.60%
DI 7U 671.83 15 (7U) INV OUT=668.90 140.50
CB 4C 659.96 18 (46) INV IN=655.78 (4C) INV OUT=655.58 183.03 (46) 0.60%
CB 7P 671.05 24 (7Q) INV IN=666.10 (7P) INV OUT=665.90 23.45 (7Q) 0.60%
(7U) INV IN=667.77 (7U) 0.80% DI 4F 659.70 15 4F) INV OUT=656.95 138.62
CB 7N 670.90 24 (7P) INV IN=665.76 (7N) INV OUT=665.56 27.06 (7P) 0.60% CB 3R 659.66 30 (3R) INV IN=648.37 (3S) INV OUT=648.17 86.66 (3R) 0.60%
CB 7M 670.30 24 (7N) INV IN=665.39 53 19394 JB 7E 658
(7N) 0.60% (7F) INV IN=653.85 (7F) 2.93%
(7T) INV IN=664.28 (7M) INV OUT=663. . (7T) 0.60% .41 30 (7J) INV IN=652.81 (7E) INV OUT=652.62 115.70 (7J) 4.69%
DI 5N 669.23 15 (5J) INV OUT=665.95 138.77 DI 4G 658.24 15 (4G) INV OUT=655.49 153.65
CB 5L 668.42 18 (5H) INV IN=664.05 (5G) INV OUT=663.88 117.60 (5H) 2.10% CB 4E 658.14 15 (4G) INV IN=654.56 (4E) INV OUT=654.36 22.68 (4G) 0.60%
(5K) INV IN=664.85 (5K) 4.02%
CB 4A 658.14 24 (4E) INV IN=654.23 (4A) INV OUT=653.66 90.26 (4E) 0.60%
CB 5H 668.42 18 (5J) INV IN=664.80 (5H) INV OUT=664.61 26.50 (5J) 0.83% (4C) INV IN=654.12 (4C) 0.80%
DI 7T 668.37 15 (7T) INV OUT=665.12 140.48 CB 3M 658.04 30 (3T) INV IN=650.37 (3Q) INV OUT=650.17 173.52 (3T) 1.67%
(3H) INV IN=650.37 (3H) 0.60%
CB 5K 663.84 18 (5G) INV IN=659.05 (5F) INV OUT=658.85 116.22 (5G) 4.11%
DI 3S 657.70 30 (3S) INV IN=647.66 (1L) INV OUT=647.46 356.78 (3S) 0.59%
CB 7J 662.64 24 (7M) INV IN=658.10 (7J) INV OUT=655.68 61.14 (7M) 2.80%
CB 4D 657.37 24 (4A) INV IN=653.12 (4D) INV OUT=652.92 69.38 (4A) 0.60%
DI 5D 661.61 15 (5D) INV OUT=658.61 137.85
CB 5E 661.60 18 (5E) INV OUT=657.89 28.91 CB 3E 656.96 30 (3E) INV IN=652.36 (3D) INV OUT=652.17 27.68 (3E) 0.60%
(5C) INV IN=652.36 (5C) 1.41%
DI 713 661.48 15 (7G) INV OUT=658.82 140.49 CB 3D 656.95 30 (3D) INV IN=652.01 (3C) INV OUT=651.81 28.66 (3D) 0.57%
CB 5J 661.45 18 (5F) INV IN=657.57 (5F (2)) INV OUT=657.57 19.43 (5F) 1.09% CB 3N 656.93 15 (3N) INV OUT=653.36 22.80
(5E) INV IN=657.57 (5E) 1.09%
CB 5C 661.17 24 (5D) INV IN=657.56 (5D) 0.76% CB 3T 656.93 24 (4D) INV IN=652.51 (3T) INV OUT=652.53 129.80 (4D) 0.60%
(5( () I INV =657.5.06 (5C) INV OUT=656.61 302.54 (5F (2)) 2.66% (3N) INV IN=653.13 (3N) 1.00%
CB 1M 656.79 1 36 (1K) INV IN=646.63 (1 J) INV OUT=646.43 139.85 (1K) 0.60%
STORM DRAINAGE TABLE
STRUCTURE STRUCTURE DIAMETER DIAMETER STORM DRAINAGE TABLE
STRUCTURE TORE TC/RE INCHES INCHES INVERT IN INVERT IN INVERT OUT PIPE LENGTH PIPE LENGTH SLOPE SLOPE
(DESIGN) (AS-BUILT) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT) (DESIGN) (DESIGN) SAS-BUILT) (DESIGN) SAS-BUILT) STRUCTURE STRUCTURE DIAMETER DIAMETER INVERT IN INVERT IN INVERT OUT PIPE LENGTH PIPE LENGTH SLOPE SLOPE
STRUCTURE TORE TC/RE INCHES INCHES
CB 7B 652.73 30 (7D) INV IN=647.92 (713) INV OUT=647.72 189.86 (7D) 1.70% (DESIGN) (AS-BUILT) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT (DESIGN) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT
DI 2L 652.51 15 (2L) INV OUT=648.73 46.06 DI 3F 656.63 18 (3E) INV OUT=653.19 137.53
CB 2G 652.51 18
(2H) INV IN=645.87 (2G) INV OUT=645.17 92.17 (2H) 0.60% CB 3C 656.55 30 (3C) INV IN=651.59 (36) INV OUT=651.39 137.96 (3C) 0.76%
(2L) INV IN=647.04 (2L) 3.76%
DI 313 656.44 30 (3G) INV IN=651.85 (3F) INV OUT=650.36 266.46 (3G) 0.83%
DI 7K 651.96 15 (7K) INV OUT=647.16 28.58 (3B) INV IN=650.56 (36) 0.60%
CB 3A 651.75 15 (3A) INV IN=648.32 (2J) INV OUT=646.84 22.50 (3A) 0.82% CB 5B 656.31 15 (56) INV OUT=652.56 64.99
CB 2H 651.75 18 (2J) INV IN=646.65 (2H) INV OUT=646.45 95.15 (2J) 0.86% DCB 3J 655.98 24 (5B) INV IN=651.91 (3J) INV OUT=651.73 22.33 (5B) 1.00%
(3K) INV IN=651.72 (3K) 4.21%
CB 2F 651.08 36 (7H) INV IN=643.35 (2F) INV OUT=643.15 23.92 (7H) 0.60%
DCB 3H 655.84 24 (3J) INV IN=651.59 (3H) INV OUT=651.39 170.95 (3J) 0.60%
CB 2E 651.08 36 (2F) INV IN=643.01 (2E) INV OUT=642.81 138.56 (2F) 0.60%
FES 313 N/A 18 (3G) INV OUT=654.00 258.93
CB 7C 650.79 30 (713) INV IN=645.94 (7C) INV OUT=645.74 23.67 (7B) 0.94%
(7K) INV IN=646.73 (7K) 1.50% MH 1K 655.74 36 (1H) INV IN=639.60 1 G INV OUT=637.26 89.07 1 H 1.28%
CB 7A 650.78 36 (7C) INV IN=645.39 (7A) INV OUT=645.19 91.58 (7C) 1.47% DI 1L 655.66 36 (1L) INV IN=645.68 (1H) INV OUT=641.90 179.61 (1L) 0.50%
(1 J) INV IN=645.60 (1 J) 0.60%
DI 2D 650.60 36 (2G) INV IN=644.61 (2D) INV OUT=641.78 328.43 (2G) 0.60%
(2E) INV IN=641.98 (2E) 0.60% 67.(1N) INV IN=649
DBL CB 1 N 655.63 36 (1 K) INV OUT=647.07 73.23 1 N 1.03%
(2M) INV IN=647.27 (2M) 0.60%
DI 2G 650.19 36 (7A) INV IN=644.39 (7H) INV OUT=644.19 138.73 (7A) 0.88%
CB 1P 655.63 15 (1N) INV OUT=649.91 23.42
CB 11 649.89 18 (1 J) INV IN=642.84 (1I) INV OUT=642.65 22.37 (1 J) 0.60%
FES 3K N/A 24 (3K) INV OUT=653.00 30.44
CB 1H 649.89 18 (1I) INV IN=642.51 (1H) INV OUT=642.31 100.22 (1I) 0.60%
SLAB TYPE CB 2M 654.59 30 (3F) INV IN=648.76 (2M) INV OUT=648.56 214.91 (3F) 0.60%
DI 1 P 648.72 15 (1 P) INV OUT=645.28 227.96
CB 6F 653.98 15 (6G) INV OUT=650.41 22.50
DI 6B 648.15 36 (6C) INV IN=638.89 (6H) INV OUT=638.33 60.55 (6C) 0.60%
CB 6E 653.98 15 (6G) INV IN=650.27 (6F) INV OUT=648.79 233.43 (6G) 0.60%
CB 2A 648.13 15 (2B) INV IN=643.49 (2A) INV OUT=643.29 128.68 (2B) 0.60%
CB 7D 653.94 30 (7E) INV IN=648.85 (7D) INV OUT=648.65 43.03 (7E) 3.26%
DBL CB 2B 648.13 15 (2B) INV OUT=643.63 22.42 (7L) INV IN=650.50 (7L) 2.00%
DI 6J 648.08 15 (6K) INV OUT=644.84 71.58 DI 6K 653.42 15 (6L) INV IN=649.48 (6I) INV OUT=649.28 138.74 (6L) 0.60%
CB 1G 647.79 24 (1H) INV IN=641.68 (1 G) INV OUT=641.48 108.05 (1H) 0.63% DI 6L 653.32 15 (6L) INV OUT=649.92 73.35
CB 3L 652.98 15 (3L) INV OUT=649.17 26.50
STORM DRAINAGE TABLE
CB 3B 652.98 15 (3L) INV IN=649.01 (3A) INV OUT=648.81 60.48 (3L) 0.59%
STRUCTURE STRUCTURE DIAMETER DIAMETER INVERT IN INVERT IN INVERT OUT PIPE LENGTH PIPE LENGTH SLOPE SLOPE
STRUCTURE TC/RE TC/RE INCHES INCHES (DESIGN) (AS-BUILT) (DESIGN) (DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT) STORM DRAINAGE TABLE
(DESIGN) (AS-BUILT) (DESIGN) (AS-BUILT)
STRUCTURE STRUCTURE DIAMETER DIAMETER
CB 6G 647.75 15 (6E) INV IN=644.05 (6B) INV OUT=643.85 67.66 (6E) 0.60% INVERT IN INVERT IN INVERT OUT PIPE LENGTH PIPE LENGTH SLOPE SLOPE
CB 6H 647.75 15 (6E) INV OUT=644.19 22.50 STRUCTURE TC/RE TC/RE INCHES INCHES (DESIGN) SAS-BUILT
(DESIGN) SAS-BUILT (DESIGN) SAS-BUILT ) (DESIGN) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT
DI 1J 647.65 18 (1 J) INV OUT=643.68 139.47 CULVERT RD4 672.09 18 (RD4) INV OUT=670.30 38.36
DCB 1N 647.42 CONC. COLLAR 671.50 18 (RD4) INV IN=669.70 (RD3) INV OUT=669.70 20.14 (RD4) 1.57%
SLAB TYPE CB 61 647.37 18 (6K) INV IN=643.59 (6J) INV OUT=643.39 140.13 (6K) 1.75% DI RD2 671.49 18 (RD3) INV IN=669.38 (RD2) INV OUT=667.86 42.94 (RD3) 1.57%
(61) INV IN=643.59 (61) 4.10%
FES RD1 N/A (RD2) INV IN=667.21 (RD2) 1.52%
DBL CB 6C 647.06 30 (6D) INV IN=641.86 (6C) INV OUT=639.82 156.03 (6D) 0.57%
(6F) INV IN=642.25 (6F) 2.80% STORM DRAINAGE TABLE /
DBL CB 6D 647.06 30 (6J) INV IN=642.55 (6D) INV OUT=642.00 23.33 (6J) 0.60%
Nx� // ��
(66) INV IN=643.38 (66) 0.70% STRUCTURE STRUCTURE DIAMETER DIAMETER `�:�� (N CARO��♦i�� `�:��'(N��C;gRO ♦♦�
INVERT IN INVERT IN INVERT OUT PIPE LENGTH PIPE LENGTH SLOPE SLOPE ��� OF',.••FESS/''.,�ji �i ��� O '••�ti��i
DCB 1C 646.35 42 (1F) INV IN=639.08 (1E) INV OUT=638.13 141.47 (1F) 0.66% STRUCTURE TC/RE TC/RE INCHES INCHES �;•�� Oti : 9 ��� �;'THE ISAACS :9 �%
(DESIGN) (AS-BUILT) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT (DESIGN) (DESIGN) SAS-BUILT (DESIGN) SAS-BUILT Q <'; _ GROUP, P.C.
(2C) INV IN=639.30 (2C) 0.60% ps#2 639.50 36 (CO#1) INV IN=632.55 (OS#2) INV OUT=630.45 68.51 (CO#1) 2.29% _ SEAL 026462 _ _n ENGINEERING & Z
CB 1F 646.35 42 (2A) INV IN=640.38 (1F) INV OUT=639.23 23.99 (2A) 2.26% _ = -ram :LAND SURVEYING, o-
(1 G) INV IN=639.40 (1 G) 1.92% i y '•_ ��•' Q`
BMP OS 1 24 (OS#1) INV OUT=633.49 57.01 N0. C-1069
SLAB TYPE CB 2C 645.91 36 (2D) INV IN=639.81 (2C) INV OUT=639.61 51.55 (2D) 0.60% # 638.00 IN
24 (OS#1.2) INV OUT=633.49 57.06 ��i�y `��� �� '9 "'• O�`��
1 V = 1D INV OUT=636.37 C0#1 636.50 8 (CO#2) INV IN=633.15 (CO#1) INV OUT=632.95 17.44 (CO#2) 0.50% OF g. C����� '♦♦i�FOFAU����;`
DI 1 D 643.34 15 ( P) IN IN 640.77 ( ) 86.45 (1 P) 1.98% //411111111 �`` '1111iII1111 ``
(1E) INV IN=635.50 (1E) 1.86% CO#2 636.00 8 (CO#2) INV OUT=633.25 20.00 Digitally signed by
DI 1B 643.25 42 1D INV IN=635.50 (1C) INV OUT=635.50 200.65 1D 1.00%
( ) ( ) HW #1 635.53 (OS#1) INV IN=633.20 (OS#1) 0.51% Anthony B. Cowan, P.E.
0
FES 6A N/A (6H) INV IN=638.00 (6H) 0.55% 09:24 01-050 8 000
OS#1.2 635.53 (OS#1.2) INV IN=633.20 (OS#1.2) 0.52%
FES 2 N/A (1 G) INV IN=636.73 (1 G) 0.60% FES OS#2 N/A (OS#2) INV IN=630.10 (OS#2) 0.51%
FES 1A N/A (1C) INV IN=634.50 (1C) 0.50%
Project:
GRAPHIC SCALE ..... «:. MCBRIDE SUBDIVISION
': . ;'« HEMBY BRIDGE, NORTH CAROLINA
• 40 0 20 40 80
® r
xrFf.y Title:
1 INCH = 40 FEET "' "` STORM SCHEDULE
Know what's below. NO. BY DATE REVISION x :::::: File #;20155-S-STM.Dwc Date: 10/19/22 Project Egr: ABC
Call before you dig. 1 AEN 8/18/23 PER REVIEW COMMENTS k LLJ Design By. ABC
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 JAB 01/02/24 PER REVIEW COMMENTS ``; ::;: I- I[S A A C S O Drawn B AEN
ONLY AND SHOULD NOT BE RELIED UPON AS THE Y•
EXACT LOCATION OR A COMPLETE INVENTORY CIVIL ENGINEERING DESIGN AND SURVEYING C
WHEN PERFORMING SITE EXCAVATION.PRIOR TO Scale: N.T.S.
COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO 8720 RED OAK BOULEVARD, SUDTE 420
VERIFY THE LOCATIONS AND EXISTENCE OF CHARLOTTE, N.C. 28217 CjV. /
EXISTING UTILITIES.
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-STM.dwg,C5.7,1/8/2024 9:23:34 AM,bcowan,1:1

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11� / / vv /A 11 /� vv // \\ /) /I _ -_1 /I NEW STABILIZATION TIMEFRAMES
-- \ -, / / \ / A 11 // -- A ..V / __--7 / (Effective Aug.3,2011)
_ --- / / A - 65g, . AA / - / /
\ - / \ / / �� - * . �A�V ONP ��� / / //
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\ / / V A �f� '*. VON - - ---- 66-- / V / SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
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Know what's below. - X N -- Nam.; v •.. / / 7 / --- Perimeter dikes,swales,ditches, slopes 7 days None
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THE EXISTING UTILITIES SHOWN ARE APPROXIMATE V / � — /�� A o � S H E E T C 6. 1 \ I ��.. / J / / / / // 674-— — — —� A
ONLY AND SHOULD NOT BE RELIED UPON AS THE — / // \ 01 / \ -- / ''��'d• / J/ / / / �� \
EXACT LOCATION OR A COMPLETE INVENTORY \— / / / A -_-_ \ .- T, --- _________�_ _P / / �-�� �'- / / \
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / / \
COMMENCEMENT OF ANY EXCAVATION,CONTACT — A 1 / / / V A / / — 5, I/ /\ / // / / , / \ // ��6� —V High Quality water(HOW)Zones 7 days None
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO / / - \ I _ —s 6 / / _ �•J
VERIFY THE LOCATIONS AND EXISTENCE OF V A V / / / \ I / / / I I �V / / / / / A / / _
EXISTING UTILITIES. A A // / /\ / / / / / I V T / / / / � � / / / z / — -1 A /
V / A / / /' I V / / / / / / �11 v / / /� ���� / / /// //�/ /' �/ v \
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/ / \/ / // / / // % I /) �N'//�/��� / /// /O�/ k_ v � / /� V ** If slopes are iD'or less in length and are
/ / / / / / / / / BILLY SPAY BELK & JOYCE BELK _� / 0 \ \ Slopes steeper than 3:1 7 days
/ / / /\ / // / ///� / /// ///�/ A/ �( ( / _° \ \ L not steeper than 2:1, 74 days are allowed.
/ PID 0705G0o2 /
/ / // / / / / / / / ED BK-1 as, PG-39 / / / /� /� / / / / / / / " A / �� I I \
/ / � / / / / ) / �//11/ / / /� ZONI�: R-2o / / - "/ / / / /// // / // / /� \ / I Q A I I v
/ / / / \ / 0 / I / / / �� ,- ° / / // / / \
/ 6 / // / 6c 5 / / / / \ i 0 I \
/ / / / / / / / / � / / ; / / / / � v /O \
/ / / \ ( / / / /\ 11 / / __ �,)
/ / / , ti ") a / / / , / / / / \/ / / KIMELA PAP ICE \ I \ __ Slopes 3:1 or flatter 14 days ** 7 days for slopes greater than 50' in length.
o� / / / / / / / / 1-1 // / / / / % �/ / o �b 44 bo N / � b� co`0 co 0''\ � �\ AV KID #070 0178 I \ -
/�c,�' � / / b M / /bEED eK-D 645, BG-a41 \ /�( / / / / // \ /�i _/ / / / / / I, �� 10 �� \ D 1
/ / Z / / ZONIN R- o
/ / / 0 ' / / / / / � / / / f . / / ( \/
/ / /�/ / v l l / I \/ ,,
// I / / / / / ; ,j / / I I / / / / / / / / I / / I r � � —_°,
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/ / / / / / / �� / x / / / I / / / / / / / / �� j*/ V/ •� _ � � \ �� � All other areas with slopes flatter than 4:1 14 days ** None,except for perimeters and HQw Zones.
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P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.0,2/9/2024 12:04:15 PM,anewsome,1:1

NOTE:
CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN � / �' / --
1 Eisz 15" I?CP i �� NEW STABILIZATION TIMEFRAMES
BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.) /j � ,� �� / � •'�• � �\��/ / /�/ / ��� ��
N.
IEffectiveAug.3,2011]
® ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
1, SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Know what's below. /
Call before you di / I / / SILT-FENCE ' -� � •• •` ••. ��
Y g• / / / / / PR�' i i �X i �. 1 l // Perimeter dikes,swales,ditches,slo es 7 days None
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE ' OUTLET TYP. p
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / / / V ( /I
EXACT LOCATION OR A COMPLETE INVENTORY / / / / / / A (SEEdETAIL/SHT. C7.3) / / , A/ I / AA ��• / / -�
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / /�/ / / / / / / / / '/- .� •, / / �QJ
COMMENCEMENT OF ANY EXCAVATION,CONTACT
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF / / / / / \ / / / / i •�.� / High Quality Water(HQW)Zones 7 days None
EXISTING UTILITIES. / / / I / �L / / / Cod / / ���� / \ V•, I / /
/`OiO
< If slopes are 10' or less in length and are
Slopes steeper than 3:1 T days
P 9
/ / i p p Y
_�_� / � / � � � � � � � � V + � •••� � 1 / I � �� \ not steeper than 2:1, 14 days are allowed.
PROP. HIGH HAZARD SILT FENCE W/ORANGE / J/
\ , FREE PRO TEC;ION ATTACHE ALONG CREEK / PR P. TEMPORARY/RY/ / 1 / / i / � i / / / � i �"� � � VA / � / I \
\ 6� i / '� / / / \ +�' /�
AREA TYP.) (SEE DETAIL SHT. C7.3) / DIVER ION,fi5ITCH 4 / / ss o / / / / / / / i A Slopes 3:1 or flatter 14 days •� 7 da s for slo es rester than 5U' in length.
i / / �• e o P Y Y p 9 9
i SEE DE SH C7.4 �/ / / / 6� /
i / / ( / ) / / / / / /\ f / V�" T
i i i / / ��
�z /� / i / / l �/ l �� (0 �� �� / / / / / / / /\ / / �y _' •�VA / EXIST 15 CMP / *r
/ / (0 �� / �� / / �� VA TO REMOVED All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
i / / / ° �� / A \ / /
o / �� \ Q �'. A ,To lNG PH 2 EC /
/(o / / / / /� /�
6 i� �� / / l / / l l / / / /l / l / / / / EXJST. gl�ERHEAD,/ \ / o '`n'� I'• \ , ' / PROP. 12'W x 5( L/PHS 1 * HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA
i / / / �> / GRAVEL CONSTRUCTION
� _-�5 � / I I f � / / / POWER LINES & POLE-9 � �\•.� •'. � ••. \ � _ LEGEND
)� PROP. RISER SFDWENT BASIN #3 / 28' WIDE/RIP RAP / v g� / / / / / / / / + / ENTRANCE /
BOTTOM OF-BASIN ELEV.=646.00 / /SPILLWAY ✓ Z / I / / / TO BE REMOI/ED l ��V I \ L-- \
i l / / / I'• / 6�o� NCDOT ��' ---ELEV--- EXISTING CONTOUR
(19TLX119.5'W)(MIN.) TOP ELEV.=650.5f� �` 1 / / / , ( ( \
/ / `� STD.1607.01 C7.3 `�
i STORAGEASURED TO ELEV.=649.50
� �0� � / � I � I � / / l � I / I �� / •' 1 ••• \\.• � � ) o I \ ELEV PROPOSED CONTOUR
r` / / ELEV TEMPORARY EROSION CONTROL CONTOUR
/ 26,039 C.F. OF STORAGE REQ'D / / �g / l / XIST. GIRA DRII/E ��x / l \.•
/ 1 945 C.F. OF STORAGE PROVIDED / / O / /f E EXIST. OVERHEAD POWER
� -6 01 ' •' / / I I l � i l / � TO BED OLl � � �' l � l
/ 22,843 S.F. OF SURFACE AREA REQ'D' 1 � \ \ O/
/ 2 417 S.F. OF SURFACE AREA PROVIDED
SEE DETAIL SHEET FOR WEIR DIM. / / d� / �, / � l I / / / EXIST. FENCING / / ,,� ._ A
o ti / / / i w//r/Lr / ��oN �= o EXISTING SPECIMEN TREE
AND CONSTRUCTION SPECIFICATIONS ��o / ,/ / f / / / / / / / / / / TO DEMOLISHES , �' �/ V A
r 6. V EXISTING TREE/SHRUB CANOPY
i // -f � / / -- ''/ �♦ ,� ° /V �, �� \ EXISTING CREEK
,'/( / / / / l / XIST L� TO BE / / / / o�3nd�0 • A 1 A LoD LIMITS OF DISTURBANCE
"'
/ / �00 f ti I I x I / / / / / / / AtYAND NED PER / y% / �I �n�� ��� / / DRAINAGE AREA TO BASIN
y:�� C i l l / / APPLI�ABLt ST TE\RL/ ES- i - .�
- - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN
I I j l AI �/� /
TD-TD PROPOSED TEMPORARY DIVERSION DITCH
6 / A " o PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
36° 1 / X X X X PROPOSED SILT FENCE (STD. C7.3)
EXIST. O RHB D / / o !
P KkR LINE 01 S 1 40^ Do/,�, / PROPOSED SILT FENCE (STD. C7.3)
/ / / ♦ OAK/ S, /
/ 14' I / f x TO B� R / f/ / o� / / _ _ _ _ _ _ _ \� \ / W/ORANGE TREE PROTECTION ATTACHED
12" i / i ::' OAK 1 / A \ �/ o / �� _ 1,1
/ / i /� 1.-- \ 1 / PROPOSED HIGH HAZARD SILT FENCE (STD. C7.3)
/ MAPLE � / / / i I.• � \ \ I /; � � / I 1 1 �x 1 I \ � � � I 1 I x�X / / / I\ � AV / �� / I
/ O 15" 0 IA. �KIM`MEk
4� �: A ( I V / / / �' \ \ - TPF PROPOSED ORANGE TREE PROTECTION
�aN/3.1/ \ § ;1 \ � „ V A \ �� V A / H �� A \ 2 �� ■ ■ PROPOSED SLOPE DRAIN
(SEE DETAIL SHTi C7.5� V / PROP. AVEL & \ / OAK \ �
/ �"� � TEMPORARY HDPE DRAIN PIPE
� � �� - � � � � i A •I \ � / � I � / " � � RIP RAP FILTER BERM V A � � \ �
/ OAK 12" / / / / / �: \ i / %� \ V 'SEE S C7\5)
HICKORY �, E i A \ X ♦ \ V / �� �+ 1 -_ A �, �• V PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
/ PRORI 3.0'j�OSE, �S CLAMPS 3 0" A \ \ I � SI.
s \ \'• PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
�THREADlF6 MALE FITTING ON/OUTLET Fe�ID I � I ��� \ � \ x
( S� o� INLET PROTECTION IN PHASE 1 SEE SHT. C7.4 AND SILT SAC
'P OP. 24',SL �'Q IAI s A A 1 \ / �� A_ 0� ( )
RO /ATTAC D f- V A \ V � I / / �f - - _ -- INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER
^� V (SEE SHT. GYI. A - �\ . \ - / ROAD CONSTRUCTION IN PHASE 2
i T / T0'SKIMME FOR
631 0� ' /MAINTi FO EXISTING STRUCTURE TO BE DEMOLISHED
, �,J ;• � � 1 i \ \ V I / �� U /
\ PROP. ORANGE ESEV I I 1 V / i i
PR� 36" R RIM / / �� - \ x (7R Y I A ,� --- - - A j i/57 EXISTING WETLANDS
r ) 1 EXIST. BRIC-K HOUSE v F+ . , - �S 6' - -
i ( . \� f u \ \ V A v•.
zRfM A,T ELk v. V0.50 y i % V POND / TL�Npg / L- + EXIST �TBU�TURES _ A Q, - - ---
mar BE DEMOLl3'HED-- s TO BE DEMOLISHED
/� // / ��� 7 :) A�� ��) - - T �\ POP. 15�SLOP / l I \ \ / • + �� �� 7 �� A� \ �� �� 7
/ PROS. 55 L� OF I �!�/ / A A \ y --6 - + �. i ,
CMP-® 1.9% �•' --- - _ \ SE `3Ff�T. C ii ;66 / // \ \ X�/ 6'
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'PROP. GRAVEL & V A '` l / \ ��' 1501E �5'W MIN. /
15" DRAIN 7 - - -- - / / / V - \ ` V'• STORAGE MEASURED TO LEV.=668.00
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a Digitally signed by
TOTAL DISTURBED AREA {j� AnthonyP.E.
V� Anthon B. Cowan,
/ b'D / / / �' / . I / . /
66-----_ �, l / / A , 1 / / / / / / =56.50 ACRES Date: 2024.02.09
,' ! /EXIS� FE/VCINGi / / / / // // z t 13:27:44-05'00'
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6� �658 �� / . A �/ / (SEE DDETAI �s�l T. C ) j / / / / / / �3 /
} / , � GRAPHIC SCALE McBRIDE SUBDIVISION
/ / / . 1 , . \ � / I I / .:::: .:y ...... HEMBY BRIDGE, NORTH CAROLINA
h / / / / I \ PROP. TE 0f , 1 50 0 25 50 100 .��;.�.
i A I i i i DIVERSION) H S / Title:
�s A' HT c 4 / / EROSION CONTROL
/ / � f / / ;.
� / i i � � - �� � � / 1 INCH = 50 FEET �.��� :�:;;::��:�
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/ / . 1 6 / / / / .,' ::::�.�..: 20155-S-Ec.cWc
A \ / o / �- - / / ii�/ / N0. BY DATE REVISION rx..;::;::.:; .::.::.:: File #: Date: 10/19/22 Project Egr. ABC
�0� / / /0 / / �0 / / / / / / I / t 1 AEN 8/18/23 PER REVIEW COMMENTS I Design By. ABC
1 2 ABC 01 O6 24 PER 2ND REVIEW COMMENTS � 11 S A A C
/ O Drawn By. AEN
0 CIVIL ENGINEERING DESIGN AND SURVEYING(_-_
3 AEN 02/07/24 PER NCDEQ REVIEW COMMENTS
Scale: 1„=50'
8720 RED OAK BOULEVARD, SUITE 420
// l t CHARLOTTE, N.C. 28217 C V.
- _- - MA LINE (SEE SHEET C6.2) I } , � / /� / / / /' f PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.1,2/9/2024 12:05:03 PM,anewsome,1:1

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/ / / / l / � ) 1 \ � CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
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PR 1�EMPIOR RY / I I I \ . I \ \ \ \ + �, / \ \ \
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® A / I / y' - ° . S E� [�Eil(All1 S T. 7.4 / / / / I i' / 0 A / / l / \ I ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
11 / / / � \ + \ � SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
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Call before you di - - ��_�'' / '/ ,// / I:I} // / �/ ; III i I I Iv vv vv vv �� / /�� // / - - � G'T / /qC o / /
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE - -- / / I I� �� / / / 1 V A -- - - / / I� - - / S/T RA j 1 S�.JR,�D TO ELCV•-��O.SO / / / / / / /
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p - / I - -- 7, 0/ f OF S ORA R Q' / / -_ / / / /
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b i / / I \ 6b / / / / k � 658- � r- - / � ]f,32 F� Ok2A E R V�ED / / / /
EXACT LOCATION OR A COMPLETE INVENTORY - /I / A N I I I / I I \ V Ar -- - i / / / I I -/ \ - / / l /
WHEN PERFORMING SITE EXCAVATION.PRIOR TO ___ l �� D ,w 1 I I \ I l / 659 l I r /
COMMENCEMENT OF ANY EXCAVATION,CONTACT / �`� / �/ J pp .mm /�/ D �� / / /- A I I V � V , - ---"-- / / yz V / / 5,1�� •F• �F UR A E AR A RFLQ'� / p / / / /
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1: / / 6 \ ) \ 1 6 -6 / / / TO BE DEMOLISHED / i
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v , /\ / / //I �__.__�, 00�,8'/V1�DIE /\ / / .�• A I y A A v v vv ---- / /z - Perimeter dikes,swales,ditches,slopes" 7 days None
N v � / / �� Abl ELE/V'.:s60.00/ 7 - v I I v \ v v v v v z' � _ / /�-
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/ / / / Z-��.11 v / 1 / / v I I I v v v� vv vv v // �2C / - - TOTAL DISTURBED AREA
I s V 4' S'/ 6I E/40' / I / A -
� , 6� o/// // -/ _�- qu L1 SoIN CTION I I I v \ v v v v v v 14" - =56.50 ACRES
s \ / I \-% �I.EI- 55.50 / I A A V A V A / OAK 1 �// - -
/ V I \ \I A A \ / I \ \ \ \ � v - // - PI /�/ -- - � High Quality Water Q ones 7 days one
E>
I E) __ / 1 •1 �)-) V A ,, / I 1 / /\ 40 PROP. BAFFLES (T�) \ \ o vv /� /I �2 _! 1 � -��� i
1 00) / / / (SEE SHI C7.'5) I \ v v / / PI \ / � / 111,
- \ � i /� / yyLr
�% �� - �' 0' Va R4P ,AFI' / / I \ --- / / ** If slopes are 10' or less in length and are
/ / - / ;A �' PILIL Y / / / / / / I I A I 1 v T k / / yo A Slopes steeper than 3:1 7 days
�6 0 I / / / z �6 v - A / ti- not steeper than 2:1, 14 days are allowed.
/ / M �- k - I / / / / / / / I I / I I - - z / 1 /
\ \ \ I \ /_ / l l l / I / // // / / / ��� / 1 �� -ice / E Y/ / 6 /Z
\\ \\ AVA �- N I 1 / / / l 1 / / 1 /i/ �- -\ �" �� / �6 \\
/ / / 1 / - / � i -
\ \ V I \V __- / / 1 1 I I I ( I __-1/ / � -- �� I / // I i \ --- Slopes 3:1 or flatter 14 days ** 7 days for slopes greater than 50' in length.
\ / I I I ---/ \ / -- V / / A O�- -
\\ \\ D IA �' , EETC6.12 / j / I \ 1 I // 1 / / / - ./ / / - A-
\ R CULVERT - A r/ //// / / I V I ( / / / � // / - - C
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RAC \ \ / v �A/( / / / / A ( / / V / \ - / / - \ All other areas with slopes flatter than 4.1 14 days None,except for perimeters and HQW Zones.
1 \ - // r/ /� / (S D AIL SHT. C7.3) \ p y ** p
I 1 v A : )/A / / / / / / I I I V v 1 / A v \ --- / / 6� -�/ / / 11
�7[ 11 / l l / / / 1 V 1 v / V I V _ / // / ,6 / / / /I __
/ ) 5I II / / / / / I I / I I I v v I y \ v / _v / / // / / �_�
� / / 1 / / / I I A V A \ \ I T / A � / / / / / -- * HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA V%%tlllllll/,/ jXXj1l III///�
\ / / / / \ A / - / / - / / � -' �� / �� �/
\ / / I 1 \ I � V / / / v / / / / / / g- -- LEGEND ���v CARD ��,i ���� N CA/� ��ii
\ / i - / i i
a I I 1 v -- - -� / / -E�Ev--- s
EXISTING CONTOUR � �F /p i �
/ / / / /\ /\ / / / I � I \ \ \ \ I � A / / / / / -- ELEV PROPOSED CONTOUR :Q� 9
THE ISAACS
/ / / / I I / ( ( / I I 1 \ \ v \ - - / _11 / / / -z __655 OHP _ _ GROUP, P.C.
/ / / / A v - / / ai ELEV TEMPORARY EROSION CONTROL CONTOUR _ . SEAL . _n ENGINEERING &
026462 _ -m ;LAND suRVEYING;
/ I I \ v -- / / / � _
1/ / / / I I A P SB15)1C�'L 8'NVX1.�'D/ \ \ v A _- � / / / / PROP.AIMITS OFF
N0. C-1069
F - - / /DISTU B NCB/ ��E EXIST. OVERHEAD POWER _O=
( SS RIP RAPT \\ V1-1 - - / i 2 •F/1/ E,� •��
1 1 / / - \ / / / / �/ / / - �� .• ?. . � •.
/ 1 1 \ �PROP. ,4'/ I CH 40/ P C \ I \ \ \ \ \ \ - / �/ / -� , \ / / � EXISTING SPECIMEN TREE �; •.•GINEI;. Q-N; i� V tip,
I l I I / I I �• � 0 Ifs, OT�FO�M CO E V A \ � / v / / / / / �(\ / / / / i� ,�, ...... ya�� -" -Y ��
/ 1 I / / / ��\\� (� S ) \ \ \ \ V A v v - - - v / / ��v/ // / / EXISTING TREE SHRUB CANOPY Know What's below. ���i yNY B. �'����v `�' C OF A1��� vV�'
/ A / / �� } I I I �110f� D 0 1 5%((MI ) v V A A \ \ \ V v - - - v / / / / / �/ / I /
c_ V A \ \ \ �- / i / I/1111111V� 11111111111��
/ ( / // / /.// / I THRO GH DAIS FAR v \ \ \ \ V v / v / z i / / / vl / / / EXISTING CREEK Call b@ft)P@ you dig.
/ > b11T CHIN SKIMMER TO / \ -- i i / /
I //� .•- / / / I A \ � V A -6 5 i / / / / / A / �/ A THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
/ I I / ( \ \ V A \ \ - _ / / L00 LIMITS OF DISTURBANCE Digitally SlgnE?CI by
I / I I III; V ,,yy I 6{���5� I I A V A V V A -- � -- / / / / / / / / / ONLY AND SHOULD NOT BE RELIED UPON AS THE
I \ �K K� f�lE 2 ECIMCNT BA IN #"� A \ \ V - 0, / / / / / / EXACT LOCATION OR A COMPLETE INVENTORY
I / I / • \ . �M , \ A V A V \ 0 . � / � / � / / DRAINAGE AREA TO BASIN FD dAnthony B. Cowan, P.E.
M OF\B SIN E�LE 55.50 \ \ 6 �6 - / - / / / v / WHEN NC PERFORMING O SITE EXCAVATION.PRIOR TO C
I \ t �: � \ �(' 1 I \ V \ V A � 6+ --_- - - i - POP. TEMO ART v - - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN COMMENCEMENT ExcavnrloN,coNrncr
I \ '.\ .\ \ \ 11A2'LAD W MIN. \ \ A IA / / / / \ 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO asl� Date. 2024.02.09
/ 1� I . ) \ \ \ A V A A PROF TE14RQRAI , - _ -1 / / / G/ IV ION J9 TCH #6 / v . -TD-TD - PROPOSED TEMPORARY DIVERSION DITCH VERIFY THE LOCATIONS AND EXISTENCE OF
/ / I T�R�A vt A�u�EP�o vELEv.-s5s 50 v � v v - - --�_ / / / / �, / 13:26:55-05 00
\ / I / ) l �,�4q\\�1 F STQR`AG REQ'ID \ V A V A QIVE�ON DhTgH (T1�P.) % --- i � i / / /(S� D TAIL/SHT. C/1.4) v EXISTING UTwTIES.
/ V / I I 1 � F. F � A E R VIDEb \ V A A (SEE D -' - / °j / / / / PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
U / / A� .V \S_f\0 P I A SHE C7>�v ��� �- --- / // / Gi \ / / / a// / /
1 / 5;6 • S`,F IQ SwtI 11 �0E VARf;A EQ'D1 \ V A A\ \v \ 1 - -% - ,/ / / // �r / / a/ / / /i PROPOSED SILT FENCE (STD. C7.3)
/ 1 / 6'(�36' Ofi• 11A E ACE OV EDI / / / Pro ect:
\ i
PROPOSED SILT FENCE STD. C7.3
/ / / y// / DE /��LQ SHE I�0 IR IM. A \ \ V AV v -� v v -- A - - -/ 60 / _ ,�/ / / / ( ) 1
/ � / / A _ _ • / �6 \ V / / \ / W ORANGE TREE PROTECTION ATTACHED
/ } / / // NSfiI� TIO IS EIFIC TINS \ \ � A v / v 66 / i / �' ^� \ / / /
/ Q q ti GRAPHIC SCALE McBRIDE SUBDIVISION
/ / / / // // /� I I I I I , I A V A v A v - v v -__ 11 % -_ - /- � '� /�/ / / /// / PROPOSED HIGH HAZARD SILT FENCE (STD. C7.3) :i.:..:.``.:.
/ / / 1 v v J. v - w / :: y HEMBY BRIDGE, NORTH CAROLINA
/ / / / A/o / �PIR9�./SIL �EN� I \ c� /v A - -- v� - TPI PROPOSED ORANGE TREE PROTECTION CONTROLEROSION
\ V ♦ / / / - - / / / r�
I v - A - - y / / ,..... Title:
/\/ off/// /j . C1TLET ( YID.) I , ( \ \ \ \ V A V - \ � � / / / � / /\ - / / / ;I...
/ / / H/ /// �. EE IDEt I I SF�IT`O Cp.3� I \ \ V v �� \ \ �� 659� "� / / / / /� o/ / ■ ■ PROPOSED SLOPE DRAIN ����:�t�
/ - � / // 1 INCH = 50 FEET ��;
/ OOP. TEIu�PdR Y v / / * PHASE 1
/ / / //j. �/ / 1 V A \ \ . v A z - / / / / / / �i / TEMPORARY HDPE DRAIN PIPE
/ �/ l D INN I DI CH T \ A A- - - / �SaaaB� .1:.:y...' I:,: 'i'�..:::::: 20155 S-EC.DWG
/!/ / T ) \ \ '� 6 % / / / / / / / m , . ...... File #: Date: 10/19/22 Project Egr. ABC
/ \ \ - 6 A A PROP. GRAVEL AND RIP RAP FILTER BERM BASIN STD. C7.3 N0. BY DATE REVISION x...:.�.�.�.::...:..�.:
/ / /I / ( (SEE ETAIL SH�. �7. ) 1 \ A \ \ V . - � I V ♦ / - - -- / A 1\ / / / �� / ,�BBSB�� ( ) LLJ 0
/ A //• - - - / v / / \ / / __/� PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL 1 AEN 8/18/23 PER REVIEW COMMENTS I Design By. ABC
1 v
/ /
2 ��� I AA/ / / \ V I / \ - \ \ - ♦ / / / / / / INLET PROTECTION IN PHASE 1 (SEE SHT. C7.4) AND SILT SAC ABC 01�06�24 PER 2ND REVIEW COMMENTS O Drawn By. AEN
// / A V I I I I I I v . - \ v %/v / / n / / / - / INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER 3 CIVIL ENGINEERING DESIGN AND SURVEYING C
/ V A 1 1 - - __ / / AEN 02 07 24 PER NCDEQ REVIEW COMMENTS
Scale: 1"=50'
/ // 1 '� �\ \ V A / / A I / PROP. TEMP.-SIFT FENCE W ORANGE EE - __1 - - A / / / / / '� \ ROAD CONSTRUCTION IN PHASE 2
\ 1 / I
- I �R �0 IDE / PROTECTION q'FTA-CHED ALONG CREEK AREA, A- _ A ♦ I - - - - EXISTING STRUCTURE TO BE DEMOLISHED
Qn ��/ 1a0� D�4Mv E�va= 4+�. o/_ /�C_ / v %_ __ (T1;P.) (SEfl?�TAIL SHT. C7.� 'v `_ v / v�IA1'CyNNE ( THIS SHEET) I z-s-s-�
_�__ _� _ __ __�__ _�r___�__ - L_1_ _ __jam_ __ __ _ _ W W W - EXISTING WETLANDS PHONE 704 527�R3®TOE N.C.
FAX 28217
527-8335 C6'
L------ )
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.3,2/9/2024 12:06:43 PM,anewsome,1:1

NEW STABILIZATION TIMEFRAMES
(Effective Aug.3,2011)
1 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Know what's below. Perimeter dikes,swales,ditches, slopes** 7 days None
Call before you dig. SHEET C 6 . 5 u1i
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE / �� •-� �, ,/ - / / / /ONLY AND SHOULD NOT BE RELIED UPON AS THE — / / I V oa / / / A
EXACT LOCATION OR A COMPLETE INVENTORY _ I / / A 6y _A��� / \tL_�___
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / \ I / r/ //
COMMENCEMENT OF ANY EXCAVATION,CONTACT V I A / / / / / / �1#i ° High Quality water(HOW)Zones 7 days None
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO A / / / A A / I /_ ——�6 / / /� // /% / � J
VERIFY THE LOCATIONS AND EXISTENCE OF V A / / I4 V /
EXISTING UTILITIES. A A \ // / AV / / / / I /
\\ l �� //// / ��� / i / /�
/ // /% �' / / v % /' \ If slopes are 10'or less in length and are
\I / // / o� / /�i \ Slopes steeper than 3:1 l days ** not steeper than 2:1, 14 days are allowed.
i
BILLY PAY BELK & JOYCE BELKiV / � /� �-/�� / / / I✓,� / �� / \ I I
/ /D� PID #0705�00
ED BK-14Z, PG-29^
ZONING: R-20 / / ( � � /7 / /
-KIMELA PA4IGE V 'T Slopes 3:1 or flatter 14 days ** 7 days for slopes greater than 50' in length.
PID 0 /� /� / // /� ��. /bEED BKOD645,\ 841 V \
10 / / / / / PHASE 2 0 O A
/ / �/ pZ / / I / / \ ZONiN, : R-
/� / / RISER SEDIMENT A/ / / \
BASIN #3 it 0�
, / ��01 �� /�l �y D.A. AREA=4.96 AC. 1 ��� P y P
/ \ O All other areas with slopes flatter than 4:1 14 days ** None,except for perimeters and HQW Zones.
\ E / / / o � D)�/�// ��I
Oj i !� i� I�I / / / / l3s" 1 '32" * HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA
�A AK OAK' / $ N
TV / LOT(/ / ��i A NOTE:
NITTvZRicNs MANu,�L Rl Ns 7 �# MAN I/ /i ��I / / l� AK / � / CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
Mx- PID D#07057 05A / / 12"
V DEED N-24 !°PG-T11 / HICKORY i� // /�4 ` ZI 1 o� v A �. V BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.)
V EL �eN- �EG-/66 / / j// / ( VD, t \ '� � L0T / / � o" \
�0NI C) R- 0 / h If
v
\ / / / / / i/ \ LQ� - ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
'T 'b �� 12" / I I A \ �� SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
\�662�� // / / ���i 6 7P�E� � I \ a I T I SOTv ��/ / RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
/ V // i /i OAK �� i( �� �( \ .� \ I \ s orno,�� �� ��� �\
/15" s�� LEGEND
+�> / OAK �� / i� i �� ��� /1 ( \ \\ 6 LOT
---ELEV--- EXISTING CONTOUR
-6��� // / // / (.aA' 6 oAK // �j // //� I / v c� �v \
\ I / O A \ t °��, PHASE 2 ELEV PROPOSED CONTOUR
�R� SEDIMENT ' ( \ y
/:. .' ( BASIN #3 // � / � 'to-F g � � V "L SKIMMER SEDIMENT � A
i \ \ BASIN #6 / /V A ELEV TEMPORARY EROSION CONTROL CONTOUR
----658- //o� /� / { % / I I -- - s� \ Aso, D.A. AREA=5.33 Ac. -------- v \ �/E EXIST. OVERHEAD POWER
��/ #4 8AR w/CA - v v v \
�`, v� / / l I / L LQT� A ELE71.57 i v A EXISTING SPECIMEN TREE
6A,6� Y 6 10 t / \ l -� 674- 6 / ------ V A A EXISTING TREE/SHRUB CANOPY
6 \ N:5 �l 7.25
�- ��/ E:15096b3.57 EXISTING CREEK
oAK d /////' q5�� .��• )/o l / 4�' // / 3 0 A ��I O� T/ A �• ��I �� �ro L00 LIMITS OF DISTURBANCE
Y/ /� / /l/�/ / \ \\ - �'�- �\ ♦ / /
o A V DRAINAGE AREA TO BASIN
\ V / - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN
/
13" /� / E I / / i 'I ♦ / / �-T[)--TD PROPOSED TEMPORARY DIVERSION DITCH
/ ��� /Y-Lf�i / 01�7 _� \ \ / ♦ oo 'D A
-- 65M / GUM �/ ��� �'� A�J t/0 /// ,/ �- o \ / a \
oh//Oo�� ./i/ i 0/ 6 / / o - ) v X / \ V A PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
5/ /D� / / / N i /�i0/� / i /� -� - / A V 0 \
M i i � � / � L�T�3 / A � \ \ � _ � � / / \ � � � � � PROPOSED SILT FENCE (STD. C7.3)
__IA \ / �- / / / / // — V A A I —
/ 1 i / OT Bases #s / a
/ /�o /i _ �o �► / PROPOSED SILT FENCE (STD. C7.3)
/ s // / /. / 667 / / A / ♦ ��� W ORANGE TREE PROTECTION ATTACHED
/ �, - 6vqa
SHEET C6 . 7 I i
12" / I / '��/ //i / /� / I / \ / / / / / �/ I PROPOSED HIGH HAZARD SILT FENCE (STD. C7.3)
OAK/ i/ /� �LL,� �7/) //�� / 6 �� LOT �3 / T 7 - ,-�66 _ / �/I I l ♦ / / /
I� / TPF PROPOSED ORANGE TREE PROTECTION
\ NITT,Y 'CKS & MANUEL RICN� 15" PHASE 2 \ 1 \ / /
/ APLE / / ( /� ,� �/o/ 5 / / O� 1 `, a I ■ ■ PROPOSED SLOPE DRAIN
DEEDIDB#oZo g70PGB171 / _�)� ///l/ / / V l l SKIMMER SEDIMENT / / / / \ \ o
v A i / 1 4 I / / ii 6 OT / / / / / 1 \ /
V i ZONING: R-20 / i 'MAPL �/ / /// ��� / / / / c # II \
BASIN 4 / / / ��
\ / \ �t /a / V LOOT �, L T 7 / D.A. AREA=2.26 AC. \I V A / TEMPORARY HDPE DRAIN PIPE
/ 12" / // / / / / R / ° / / ��
/ j / / / PHASE 2 I � V A \ I � / �eaaaa�
AK � // //� / / // / // / / / 6 1 / / / / // / / 1 / / PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
SKIMMER SEDIMENTa�a?
BASIN #5 V A / q / / PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
o /
V A // CHERRY/ // / /M / / /� /// 0 0 D.A. AREA=2.30 AC. V A / / INLET PROTECTION IN PHASE 1 (SEE SHT. C7.4) AND SILT SAC
T, // ��- VI SHEET C G . G �/ / / / �T� A �L � � � LOT � � � T 7 i� / i / /� � f ( � -� / o� / / INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER
l V V � �� � 1 1 / / ROAD CONSTRUCTION IN PHASE 2
� � � /'I' I MAPLE � / / / / / / / / / / i � 6�� � / / / � 1 I� � / / /
/ Y / / / /o// / // L T/
\ \ PINE PROPOSED STORM NOT
�-/ 18' f'
\ \ Mgr -�s / / �i/L�` ��L�j� / ( / 7T �L ��- -\ �`°�// / ��// l� I l •• I � // O�q, / P INSTALLED UNTIL BASIN REMOVAL
//�I o f / �// / / IT y \ �� // EXISTING WETLANDS
�, o LOT
v ------ / _�/ / 6�6'
�� ���
�o" v -
/ i 4 - !
07�K 6QS / // ��� ) � I '
I V� 15" PINE �6i / , / I
V 6ZO. /� ��
--- �_ /� � � �� /i�//� / �/ ' LOT 1 �— x g �� TOTAL DISTURBED AREA
12" Guru oAK / �� ii///�j//v°j / ) / / f / / °I° 111V I / ( �'-- �� 5 =56.50 ACRES
Y8 PINE ='� ° /d � � /�/��i ,�o � I� �; LOTS
�.T z -NVAK / ii
37" oAZi �HK--- M �/ OT _ r �s\� T G/\a _-6�0-
fl 6M �� / ///// / / / V A \\ \\V �LOTI 8 / ^ T i. _-
�/� 7� /// I L T / / / v v \ \ Q
�26" ii /�/ / � / ///lam N / a 6 L / wvA�\ VAVA 5Z --
18„ �� _ OAK i i 7 // / / '� SEDIMENT / -✓ \\� \\ \ I /� f �� OPd G: � �i
OAK �' zs OAk4z ,/ G� /' / / f BAsw a / I \
ss, ///�/ //' / / LOT / 1 A 1 L 1A co i
668,
4^
/ _-_c O S6 � "
CEDAR o / /�//// // i�/ �/ V \ / 5 -y3 �459 \
14' ! -\ - z4 0 Epp LOT �PINEAT
GUM-7 v� �,!! OAK o� / !✓ L52 V 66
/� // /
J :' LOT PHASE 2 / / / � N �� ^ � 20" PINE
RISER SEDIMENT / ^ co
" " �,G _ / A ��II cp 14i�K
0 6 \ BASIN #1
Z� \ / y D.A. AREA=33.00 AC. �. s o -
12 GUM/ GUM LOfi
PINE\\ /
•" � ( C rC °p0c•�=`� •'. it I _- \ / ; / -� 1 I I I / l i // '��° �' � V �� \
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or cT,© oYn���%� � \ � � ` � �� b L(fiT
aEw�
o- \\\ L \ LOT
co 9 \
0 o r c © -o• ®=a 0 \ \
o c>�'•o �©000�.o. cfo i � V � / / / / 1 � / � ��� I I A \
�d MAR IN
CULVERTS A 1 L / D o705�09 --
\' .�QeQ \ \ LOTi ag LO I_1 f I \ \ / # 0
•��� s�. ��. � �� poi I / T Ill •i/i INSTALLATION N \ i / i / A
1- a v,Qo I/ / \\ i / i / l 5 D/EE BK-7o5o, P��197
/ INSETS C6.12 P T BN-6, PG-15x-- -
'o o• o c I o / l / , r�� �T / TOT 52 \
\LL 'jam. w ° �`oPoQo�O i ` ( \ \L T 5' ` ° / i l l / i SOY / 11� :1��� \ 6�O /// / �\ U � \ \ i
f '� "'' '` o `Q .d e b �� �9Y / / L / / // / �\1A 1 1 Vv �°� / g'/ / / / I I /
\ \. � �.• •) � �� Ga .� 9 O � Q � 65 i# � :�q / ✓/ //. � �I \ OT � / // M RTI Z FAMILY�LC
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P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.4,2/9/2024 12:07:35 PM,anewsome,1:1

// �i // i Jam•'• / � A � V•.•� / / � / / /� �i� / /
NOTE: E)C/ST. 15" I?CP / / / / ---
CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN �/ / / / / •C `�V A��/ / / NEW STABILIZATION TIMEFRAMES
® BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.) � j i / / / A/'•• /// / i / ��o (Effective Aug.3,2011)
ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Know what's below. RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
Call before you dig. / / / ' �/ '� / � � � � � /� / v , � � ..•:� .• / � � /
/ / / PR SILT ) ENCE �. Perimeter dikes,swales,ditches,slopes'` 7 days None
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE / / / / � �� / /� \� \� � � �
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / / / / / / OU TL�ET (TYP.'� / \ � � � •� V�•' / / � / /
EXACT LOCATION OR A COMPLETE INVENTORY / / / / / (SEE ETAIL HT. Q7.3 \ \ '• A Ft•
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / / / / ) / / / �� •• / \� / / / // 8
COMMENCEMENT OF ANY EXCAVATION,CONTACT / / // / / / / / 6` // �� A / •,' ��A•'(•// / i ��
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF / 1 / �/ // / \ j / 0 .lZ \�{• l / High Quality Water(HQW)Zones 7 days None
EXISTING UTILITIES. / / / / ( / 5L // / / A �, / A A V•. / / / /
�,�, If slopes are 10' or less in length and are
Slopes steeper than 3:1 7 days not steeper than 2:1, 14 days are allowed.
PROP. HI7
\\ FREE PROan TECTION ATTACHED,/ALONG FEN IEOW/OCREEK / L�// / i / ��9� /
PR P. TEMP,Ok*OY / i / o
i �66 // AREA/(TYP.) (SEE DETAIL SHT. C7.3) / DIVER ION -DITCH/#4 / / ss i ! / p' / / / / i \ \� / / o� I \ O Slopes 3:1 or flatter 14 days •� 7 da s for slo es reater than 50' in length.
\ /co rI'• A�' / p Y Y p 9 9
V i // / (SEE DES SH��C7.4) /� / / `• �T���
/
'. � -' ,�VA / EXIST 15" CMP / *r
INSTALL 5 LF OF 18" PP PIPE / / / �O i ` O / ro / / \ / V All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
\ i / / / / o TO REMOVED /
/AFTER CB C TO THE EDGE 0 THE / / / / / / �o A VV V /i 44
\ TEMP. DIVERSION DITCH IN PHASE 2 / / / / �� / / / / I /o oL l AA�\F� /�D� lNG PH 2 EC //
EC (SEE STORM PROFILE SHEET C5t3 / / / i / l / / / l / l / / A - A '• /
HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA
/ -
PROP. RISER SEDIMENT BASIN #3 / 28' WIDE/RIP RAP / �� / / / / / / / / I A / \ \\ I \ LEGEND
BOTTOM O_F-BASIN ELEV.=646.00 / /SPILLWAY ✓ / Z / I / / / \/ I V /�--- \
i ---ELEV--- EXISTING CONTOUR
(19TLX119.5'W)(MIN.) / TOP ELEV.=650.StS � � I � / l :•' I � - / � l / � / / ore / , I \ �
STORAGEASURED TO ELEV.=649.50 / / / / /il I / / LOT 41 ELEV PROPOSED CONTOUR
li l l / A / / - A' o
26,039 C.F. OF STORAGE REQ'D � / � / I h / / I �
/ ,61 945 C.F. OF STORAGE PROVIDED �/ / y� �i l �/ l / I I / X / \• �' ELEV TEMPORARY EROSION CONTROL CONTOUR
OL ' y i / l / / \,lj �� \ \ ��E EXIST. OVERHEAD POWER
/ 22,843 S.F. OF SURFACE AREA REQ'D' / // �� � - �dl ,•.�i/ �,/ J PROP� 4C � / / / / / / �� � �� � '•n \ �� �
/ ,2S,417 S.F. OF SURFACE AREA PROVIDED
/ SEE DETAIL SHEET FOR WER DIM. LO,Y 40 / / / / _ i \ EXISTING SPECIMEN TREE
AND CONSTRUCTION SPECIFICATIONS /LT i \ j
EXISTING TREE/SHRUB CANOPY
:� a P INL� / / / / / /\ _ �i �.\� \ EXISTING CREEK
CTI N / / ( / �' aC �
O / ( /� I / / d , A A
LE END I Loo LIMITS OF DISTURBANCE
/ / � / �� ��. ' I tit �I / / ¢�� �, �� �� DRAINAGE AREA TO BASIN
�� ��' �\ oPj. c6B / / - I / \�A� SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN
LOT 39 / \
/T
l l / / / /l � `� / // � � � � � A ��, •, \/ I // I I � fTD­TD � PROPOSED TEMPORARY DIVERSION DITCH
0 / / PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
/ /
/ PROPOSED SILT FENCE STD. C7.3
40"J�D / \ PROPOSED SILT FENCE (STD. C7.3)
,PROP. Ic 4A / I F 4E PTO TH ®�.OF I .� / / / o�Q / OAK \ W/ORANGE TREE PROTECTION ATTACHED
12" i / % / .T' - OAK ) L P. VERSION DIT L / / / J/ / -, / �\ PROPOSED HIGH HAZARD SILT FENCE (STD. C7.3)
MAPLE - \ / /
15" /PROPi�0" IA. KIM`MEi ��� \ \ %� Q / / \ \ �A - A p /
OAK aN�3.1'�DIA. �RIFIC L T 38 0 A �Q / / V o / \ TPF PROPOSED ORANGE TREE PROTECTION
_ l i /� �+ CE
��■
o / (SEE DETAIL SHTi C7.�� L I / \ / P.\ A & V A \ V / /l/ V PROPOSED SLOPE DRAIN
ERM V A I i T° �������
15» �� / / / @ \ V I / A RCP. / / �l� / ( . / LOTY1 - --- TEMPORARY HOPE DRAIN PIPE
OAK 12" � V� �aaaam
HICKORY � / i A \ \ \ \ \ I �� I _ .� PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
�i� i/J PROPI 3.0'j14OSE, �S Cl,l(MPS 3]0" „, / V L \ V A \ \ I L / J A �' PROP. 12'W x 501E PHIS 2 1 ��88$�
'/THREADE6 MALF FITTIf�G ON UTLET EAD A R0 . B 4E\ / GRAVEL CONSTRUCTION PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
INLET PROTECTION IN PHASE 1 SEE SHT. C7.4 AND SILT SAC
SL PFE D. ' s8 \ \ �o / /�\ NCDOT STD.1607.01 /C7.3 / )
� � I � �- �• � � . ENTRANCE
/ ( )
/ATTAC D l Nz I INLET PROTECTION (SEE SHT. C7.4 IN CATCH BASINS AFTER
i AV � o � � (S SHT. C�. / � _ A � � � A l / /l � - \ \ � � - - ` F /( � )
T0'SKIMME FOR / _ ., - �S �'
651 / � i � � �J � L0�3$ I � � �\ � ROAD CONSTRUCTION IN PHASE 2
,/ MAINS ANC SLOT ? � � Q` \ \ �• / PROPOSED STORMNOT INSTALLED UNTIL BASIN REMOVAL
_ •.� � \VA I \ \ I ICI V � I � � i � - -
�� PR 36" � R RIM / / , +
OP. ( / . E A\ \ Pf� 1 1 I 7 V A AAA / •Q / EXISTING WETLANDS
'M XT ELEV. ¢49.50 i \\ - PONr/�" / jFL NPg - e • .`\: _ _ S �, / I W-W-W-W I
+ /
PR)P. D�5N -
/ / A
5 / / l / V A
PRO!'. 55 L� OF� \ 7� �� �/ A\ A \ 7 LOT 3
24" CMP 01.9% :/; �4 ., _- A ° i 6 / / l A A / ���� _- V \ �� A ���• '�
\ V V A\ \
I.E.(IN)=66.O0 �- 6 / I _ P ce 5M
/ /° i / I.E.(OUT)fi45;00 / L �� / I -- \ \ \ /� \
PROP./SB-3 10'/X8'WX :;I �� / // / / / �o \ \ i / - • - -
, CLAS B RIP K,IiF'
� � ���^ - � / // / / �/PRO I / / A \ CO/ ��\ � � � � `- � � / �\� � A, � �\�V'•• --� `� \ � /
LOT 4
PROP. 5 1 - / V A �\ I '• ___\ /
l L �f / / / /
PROP. �0" SCHE �4p V / i' / / / / 6 A / -------- \
Az X ,� /� I / I / -- / * \ A� i
CO/U/PLING CO - CTION -� �� '� � CB � � � � • � I � � � V /
/tY=646.00 � \ EXIST. 18" RCP
'PROP. 8 �OF 3. r DIA. m• :/ � i / � � � � I / � I I ( / I � / f-_,LOTS � � / � � � � � �-- �� �-674--- �, A � A �• TO BE EXTENDED
6 A V (SEE SHEET C5.6) /
/ 606 SCF40 S ID PVC A I� L �� �65
�! BARR "ARM" _:. '` / / i �� \ l� _ / -A
i i / • ?• - t V / � \ - �� i �2ROP.�ONC. A /
/ 6 A A EXIST. CULVERT Rk54
/ PIP. 8' IIDE - i /
_STOP OF/DAM //
o
ELEV.= 52.00 / j / \/ - TEMP. BENCHM K \ o
-- i _ / // 6� AV V A �\ \ 1 �� -_ \ \ j A #4 REBAR W/CApp A\ / / PROP. SKIMMER SEDIMENT BASIN #6 /
6¢¢ V' � �, j � / � � � � �, � I � � + ELEV.:671.57 � �� � � �• / BOTTOM ('SF BASIN ELEV.=66'6.00
�\ L ' V 1501E i5'W MIN.
INSTA 5t PIPE SYS'�EM BETWE :Cst3 i � \ `O7.25 R DI R62 N V ( )( )
E:150965 ./ STORa4GE MEASURED TO LEV.=668.00L�T�- `O- Ce A 2,880 C.F. OF STORAG�REQ'D OP. IN T -- V • 11, 85 C.F. OF STORA(bE PROVIDEDT,0'CB A•B AFTER DRAINAGE AREA' RI / / � / // 3 \ � � -� PROP. FE Rm • � A
MENT BASIN #3 IS STA D/ P oP. FES 3K \ _ /�`O +
,p FHO�IECTION`(7P.) �. i� ` V A \ 6,560 S.F. OF SURFACE AREA REQ'D
/ A $ PROP. ROCK CHECK DAM 11,702 S.F. OF SURFACE AREA PROIIDED /
I SPEOTOR HAS,APPROVED CLOSE . . �2S/#3 � / / S K \
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5 _ / o-- -_ V A VA, SEE DETAIL SHEET,FOR WEIR DIM. �
�� AND CONSTRUCTION SPECIFICATIOf�S
1; / ISR� BAFFLES�fYP,.� A , - A V ��L PROP. 1.5" DIA. SKIMMER/
/SEE'SH . C'7.5) / A r S I co \ v \ W/1.4" DIA. ORIFICE /
LO� 7 / rn l CO / 75 OP. P� v(SEE DETAIL SHT. C7.5� �w i
POP IGH H ZA SI �F E ?YP / W '� - HT. C7.5 \
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F SPILLWA�G o -
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BARK "ARM /
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i PROP. 1.5v T-I SE, SS CLAMPS � � � \ i
\. --�•� '�%3�/j�� z �i i / z �rr / / / 1.5" THREADED ALL FITTING ON (SOLID, NOT FOAM CORE)/ /
/PR CB 3R 0 cr LOT 33 A A Y • (MIN.)
\ / \ SLdPED ® 1.5% MIN.
OUTLET END
�\�•• i � /i � 6 � � / / �_ v � A � 5 PRO E - / A � � � � / / .I •, •� �- - THROUGH DAM FOR
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- / L 74 PROP. 4" SCI4EDULE 40 -- / / //G /
/ OU LING CONNECTION
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- -- LE.=666.00 -
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i cs / co DISTU BANCE YP. / / I
/
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/ R PE TTACHED \ 1 ��I11111// �1111111/
- i PROP. 8' WIDE / / / / MA fiENANC FOR1 ���y ``��N CARp�ii .� .C;q�'O
TOP OF AM ELEV.=669.50 E /
LOT 8 I LO 73 PRO . ROCK CHECK DAM 6 / / "J �; Q' .� THE ISAACS
/ O 0 •. �i ����O
6 A / / 6 / / A / Q 9<
o i + / I o / SSE DETAIL C7.3 66 GROUP, P.C.
i / i 6 / �� \ o / - o /i� / \ / _ SEAL t _ = ;ENGINEERING & ;
/ P. C�3Q I A PROP. D 5D I
/ _I 6 PROP.�I 3S / - U' x / ° 0 / _ 026462 - =m LAND SURVEYING; z=
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N0. C-1069
/ \ ��.. -� / - PROP. LIMITS/OF
OF
6 i i ✓ o / D \
DISTURBANCE
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LOT 31 / / l l / // // i��� �Y g• G����`� ��i���C OF AU���
11111111
`PROP6,,TEMP. SILT FENC T(P.)
0 / / - LOT 9 / V LO 72 / / (SEE D TAIL C7,3 / / t Digitally signed b
LOT 4� `° / �� / / / g y g y
/ / / / / , / / TOTAL DISTURBED AREA Anthony B. Cowan, P.E.
/ � / / /
=56.50 ACRES �'j5 Date: 2024.02.09
13:26:09-05'00'
/ / / / / i V co l� �► / i� / / l / / / / / / 1
LOT 3 cn �� / o / / / / o Project:
i i / /
/ 0 / o / / i / o / o /
� McBRIDE SUBDIVISION
LOT 10 1 / ILOT 1 / �� / I / // / / f GRAPHIC SCALE
LOT/43 / �� �. V A i i i PROP. TE 0 1' 50 0 25 50 100 HEMBY BRIDGE, NORTH CAROLINA
/ h $ / , , , f ;»r Title: EROSION CONTROL
�i i ,(SEE E j HT/ C .4 / /
\ �. i a� //�� / / l / / I / 1 INCH = 50 FEET PHASE 2
/ / / / / i I r .. :.:;:;:; File :2m55 s-Ec.DwG Date: Project E I.. ABC
/ / � ii / / LOT NO. BY DATE REVISIONx„..,..;::: ...: # 10�19�22 1 9
AEN 8/18/23 PER REVIEW COMMENTS LLJ Design By. ABC
/ 2 ABC 01�06�24 PER 2ND REVIEW COMMENTS :;::; � 11SAACS0 Drawn By. AEN
PSOI I LOT 11 PROP. 3D \ - - / / / l / / l CIVIL ENGINEERING DESIGN AND SURVEYING-
0
/ I BERM v� / / / PR 17s 3
1 P � , / � � / / /I� / / � � I AEN 02�07�24 PER NCDEQ REVIEW COMMENTS �:� � Scale: 1"=50'
LOT 44 `� P AREA DED / LO
/ €E �TC7 ) � / / / / / / / / / / 1 LOT 0 8720 REO OAK HOULEVAR®, SUITE 420
6• S P P. CB 3E , � / / / /� CHARLOTTE, N.C. 28217 �V.�
/ -
- - / PHONE 704 527-3440 FAX 704 527 8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.5,2/9/2024 12:08:25 PM,anewsome,1:1

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/ / / / \ / CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
I
BUILD OUT SPECIFICATIONS. SEE EMBANKMENT CONSTRUCTION NOTES PER SECT. 4.0.6.2 OF BMP MANUAL SHEET C4.8.
PR
8' v i v / l l �� �:•�i / l 11 fEMfORARY/ / / / I LOT 11 PROP. 3D \
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# / / I h AREA DED / v LO ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
SFEt dEfrAILI SOT. 7.4,J LOT 44
/ in SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
P P. CB 3E RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
�Iml IM A� J4 '0
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A L0� 45 ETAI / SHEET FOR
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PROP. MH 1K / LEGEND
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_ " ✓• .�•. .•�•' �/ / � � ' ,3: ��"� „o � - � 5 \ V A � � / `f � �� / / � /; LI Go�CONN CTION
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PI �0 I 1 EXISTING CREEK
LOD LIMITS OF DISTURBANCE
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PRO / DRAINAGE
- - - - SUB-DRAINAGE AAREA TO TO INSWALE AND/OR SLOPE DRAIN
I
W� �. / 5 /\ / LOT 16 / ' - \ /I 1 cfl ­TDB TD PROPOSED TEMPORARY DIVERSION DITCH
�� �� WIuE AS D �\ 64 \ R P. DI 2D v /
V
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PROPOSED SILT FENCE (STD. C7.3)
-
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„u v I LOT 60 / V cn CLASS RIP RAP V \ N
} 1
(y �� E� \ \ \ \ V -� / \ W ORANGE TREE PROTECTION ATTACHED
/ 1 / de 7 wLLJ PROPOSED HIGH HAZARD SILT FENCE STD. C7.3
LOT �5 ( )
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u - \ 1 / / v \ dROP. DI c __
, A V PROP. B 2E _ Z i ■
P`�RA `� I / PROPOSED SLOPE DRAIN
DIVE SION 3 I h �
TEMPORARY HDPE DRAIN PIPE
40 / / / / < g PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
V I \ \ OT 51 1 \ PROP. / ° / / \ / / / / / ° / // ) ( l Q ��`88888 PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
v v
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0� EEL� I C7 V A V PROP• DI 1J / v / / / LOT 64/ / I I \ \PROS. '%�I�. CH 40 C 1 ROAD CONSTRUCTION IN PHASE 2
\ V 1 LOT 22 / / , / // � u� �• / I I )•.A •'a I 1
( 0 Id, OT�FO M E) V
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Tq M OF\B SIN E�LE .=655.50
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l �l I T RSA �U 0 EL V.-658 50
'W��MIN.) 1 \
/ l / �l (q RE \ \ \ CONSTRUCTION IN FLOOD PLAIN NOTES:
�0 �� I ' I > � / \ / / / / I T
� / / / / / / / / / ,� I � Ia•8, � \ \ \�1F STO `AG REQ'b \u 0 � U. F.� O�2A R VIDEb 1
ii �,;, / / �, / / / / 6 -LOT 63 / / / V' V A_I 1 1. THERE WILL BE NO PERMANENT GRADE CHANGE WITHIN THE
0 - C / /, u \ V A°'1 V A / COT 21 - i / / / /cn / o / 5;6F Q SU F �E EQ'd
W \ \ \ 1 \ / \ / / r( P \ FLOODPLAIN RESULTING FROM THE INSTALLATION OF THE
� � 0� / / \ \ \ \ / / / LOT 19 / / / / / 6 36 Ofi• FYAc�E . OV SANITARY SEWER MAIN TO THE EXISTING MANHOLE. ALL FINAL
U. "u L \ V LQ�H 0 R
IR IM.
;' NST� C�TI E IFIC TI NSI v GRADES WITHIN THE FLOODPLAIN ARE TO BE RETURNED TO
p R I
i � q \
0 O v I PRE-DEVELOPMENT ELEVATIONS AT THE COMPLETION OF THE
PAP. R IDIT Uf�IfAIN .' / A 5 / / / v / / �, / / / vi PROJECT.
/fP1RP./SIB+ N A / V A �� / / T 1 v
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2. THE EMERGENCY CONTACT FOR THE PROJECT INCLUDING: DOUG
,1 0 V / /i / / / / %' ��•
_ 80P 6.� D s M IR \ / y , / / l / / // •��� _ v ALLIES, PROJECT MANAGER, DRB GROUP, 704-906-6212.
u- (/ A. ICE
LOT 62
�E DI SHT C .5) ° \ �� 6� / / / l a / / //// J / / 3. MATERIAL AND EQUIPMENT TO BE PULLED OUT OF THE
� m � ' � \ wii�d; A \ cS � A / . / I / � A9 /I f . . . . � � . . .
w t ,> % A \ .� A v� - /� V / / / / / / �- / �// //l//j1 . 1 1 �� � FLOODPLAIN IN THE EVENT THAT A FLOOD IS ANTICIPATED,
0 v \ - - / / / / / \ 48-HOURS PRIOR TO AN ANTICIPATED FLOOD EVENT.
OF�6"`�IA. \ V A \ \ \ � 4 � � � PR INLET / I \
0 � / s / , / v 01 bFO
s { soLID vc �, ; I O� � � � - / /
REL)'AR -PAf \ _, > '� qB 1/ / (S GEND) / i' SILT�EN'E 4. SEE HATCHED AREA BELOW RSB #1 OUTSIDE OF THE FLOODPLAIN
0 5. C AID S 5.0 PRbP. 21" SLOB // / / / / S•�.1� I 1 EE �,OTECTIO9N THAT MATERIAL AND EQUIPMENT CAN BE TAKEN TO IN THE EVENT
OF A FLOOD EVENT.
IDAM�P
IL S T. C
0 A i i/ / g / / l l T CHE TYP.
(SEA SH1 C7.4) ) A
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ON BSI O O
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�j 1 v / R / �1 v I TOTAL DISTURBED AREA
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/ V v • / =56.50 ACRES
A ATTACH � >: 1 \ A / / / R• Y / / O O O
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• I \F � �38' l 18" / k\
\A \ o ♦ 3 _63 \ AK \ D[STURBAN�E YP _ PREP. SILT F E \ HICKORY Oj Date: 2024.02.09
X \I \11 TA SIB IN PIPE -- _ _- -__---- O O O O \ \ ° --�` ---_ ----- -- - \ I �i l /� \//O� 13:25:41-05'00'
SHT. C4. AND CH --- _--- --- --635- _ v-
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s' � � � i 1 i / 1 / A A '';? Project:
ROP.� IWNI T 0 O O v v v, v v �> U , v v v ��i 27 - - - - -- - -63a / / l \OA \
.�DISTUBANC�. �P O O O O �,-� - �� O �, O O ,�0 -- McBRIDE SUBDIVISION
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Q7l
P AA E l -��--�� r -- - - �-° �' ` - - / who A E ( ' " HEMBY BRIDGE NORTH CAROLINA
9s� - i i v � 50 0 25 50 100S.\ A V A �� �� �� TI P D L,Q�BIE �� �30- 3o L I 0 - _ : . .:.
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L \ \ \ � SER SI 7�,�S�V DETAIL SLiT. �7.3 _ r .:;:.
O V 1 � O,( = \� �� v� S ) AN � � O �� O = _ Gr �� i �// GUM STAL�ENTIfi=EO�ED 1> 'x�...�: Title:
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yTO OF WET POND EE �630 �� �� �� �� �� �� \� �I 'r �"�A� F�"_ C v y i 12" 0 TILE T( SER, 0 _ :"
O QQ O / O - A TRI-OAK / �� 1 INCH 50 FEET
v �QLUI�E M SURED FROM ELEV.�-a3 � 3 v v v v v �� � � � � � � /� � � � TLAPI[� � � � � � � � � � � � � =- �' � ND PHASE 2
O O O O H F bD �A Z E - �7 O O 0
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I TORAH MEASURED TO 01 i O O O VO O �� IA A (� / I iiv / / GTEMP.�P G��OVER ::::: ::::;::;:. File Date: 10 19 22 Project E r: ABC
_ 16"
iGUM N0. BY DATE REVISION # 1 9
\ \ \ 10 0 IFICG'E�ELEV.-636.50 I 33 12 �) O �\NEIRSI�fbd1 I w 0� 'G � I � -� PROP. F"IIG 'HAZZARD � f°ENCE W/ORANI;E ��� _- GUM � 1 AEN 8 18 23 PER REVIEW COMMENTS Design B ABC
\\ � � 3, C. F S AGE REQ'D � f � -� ` i � � � 1 _GUM_� i 9 y
O \\\ \\ O O �- _ � t 7 \ O _ BEL�IV 63ffi b \DL = :C7
/ - BLAND SUBJECT Tf@EE BROTIP AIrTAChIED (TYP.) , T O i:': :::2: I AA
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6' \ 8�4,295 S. O� SURFA E ARC REQ'D W 0 ANG rE TEC \ _ . \ I CIVIL ENGINEERING DESIGN AND SURVEYING O /OIRl O O O ZT_o - ,/ / O O SBMP CLAN/S T 3 AEN 02 07 24 PER NCDEQ REVIEW COMMENTS
\ i
8,8 S.F. OF URf°ACE A A P�QVIDED / _ �u V / Ai O 1s" - -, - i Scale: 1"=50'
/ O v O A T CHED TYP.)v / O O O O O C F SFHA ZONE�AE / �� -o WALNUT O / O 0 0 /0 I :':':':
�t E DET L Sf�E�ET FO WEIR �IM. / / �(SEE�DET IL�iT. C ) \ \ O 00 - _ O O O R6P�. l SEbiM 8720 RED OAK BOULEVARD, SWTE 420
ANON ONS 61CTIOM SPEC ICATI IDS 0 SK (� (�
O O 0 \ O 0 O1�TOM fA CHARLOTTE, N.C. 28217 cV.V
0 ��� �� �L A, ��, I O O �/ O O O I�IATUHLYN � / SH T O O 0 \ 0 WAY 0 i� ���A O O O O 0 v0 --0 0 O 0 5 PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.6,2/9/2024 12:09:18 PM,anewsome,1:1

/ (0 8ft TEMP. BEN CHM K VAV'• / CO
i -- A #4 REBAR W CA ii/
\ \\ PROP. SKI CO
SEDIMENT BASIN / � � � /
I Z / \ \ / BOTTOM dF BASIN ELEV.=66S.00 / / /� 1 /
� A 76 // \ � / � `� A��: // � / / I R�Of� TE PdR Y
ELEV.:671.57 / /
\ . 150'L 15'W MIN. / _- / ✓�jl�� 0 VER Ib 1 DI Y .) \ V A 5 / / /
- STOf�AGE MEASURED T04LEV.=668.00 �' I A LOT 89 PR . F vv
e A E AIL H b7. /
N:500757.25 R DI RD2 \ N \ V'. ( ( � )( ) /
E:1509653.57 V A V•, I / , / / j✓ . I � I
6 / ,� '•�V A' �'- / V�\ 2,880 C.F. OF STORAG�o REQ'D � / / / // � l /PRIG I L T I / \ \ � � Ro . CB 6E
6 % _- PROP. FE$.RU1- -- \U '• \�\E. 11,885 C.F. OF STORAGE PROVIDED / / // / /// �( A \ \ �R CTI I S v
� / / \ QTE ) LOT 99 /
6,5 0 S.F. OF SURFACE AREA REQ D '� \ I � � \ \
\ PROP. ROCK CHECK 6'AM \ �. \ \\ '• 7 / I V A V (}S SE E D)1 V /
SEE V� �•. A I 11, 02 S.F. OF SURFACE AREA PRQ��DED / / // \�`�. �'\ \ V A I / / / I I � / Pf�OP. W
_s�0__ DET�L C7.3 _ A '•/ \ \ SEE DETAIL SHEET,FOR WEIR DIM. � \" VA
I� �� � �� �• /•Q� �4M E = 4+2.d0 � L
AND CONSTRUCTION SPECIFICATIO S / � � j��I I�R h0 IDE / / � /
V. PROP. 1.*" DIA. SKIMMER/ GAM\P�RI L/ / / / / / \ / - � ► - // I I / /
I ro - A v v W/1.4" DIA. ORIFICE o b� ON B'MI
L0�/7 / - / / ,/ OP. B F W ) - / \ h PROP. DI 6L /HT. C7.5 ? -� A (SEE QETAIL SHT. C7.5� /
PROP. 8 LF OF 1 5" DIA. VA V 1 I / LOT 90
22' WID RIP RAP - - - SOLID/PVC
/ / / \ •' 11 I I / / / / Q h \ /
1 / ' I � V•� \ IU` I I I - � / � � •� � LOT 98
SPILLWAY o - 1
/ BARREL "ARM" � /
TOP EL V.=668:00 � � A
- `- G 6 - PROI
PROP. 1.5 Fi SE, SS CLAMPS \ (S0�, NOT FOAM CORE)SIC // � / 1s"
v / 1.5" THRE?CDED ALE FITTING ON �� / A� / / �Y.\ I. \
\ --- OUTLET END ��� \ / 1� \V �'V\ '. SLdPED ® 1.5% (MIN.) / I III 1\ \ 1 v> S ,n \ ( PINE
THROUGH DAM FOR
-- - ATTACHING SKIMMER TO / O
PROP. 4' SCHEDULE 40 / / o / / /� I (
/ P. cB sc 74 C� \ / / v A\ / I 1 /. /./ I I \ � 648-
�V A\ / / \ V PRO DI 66 - / PROP. DI BK
\ � Ok1 LING CONNECTION �� / \. /{'• ./' I � � 'O � �
LE.=666.00 / _ - - A v
o ��� V / \ / / / \\ �) / / I P �J / o - LOT 91 / \
I v /
/. co PROP. IMITS OF L OT;97
/ oDISTU ANCE VYP.y \
V \
\ V \ o - - E�TTACHEDI / �
Lo
PROP. 8' WIDE IMMER FOR
/
TOP OF AM ELEV.=669.50 tENANCF
ROCK CHEC /KDAM /-SEE DETAIL sc/
D
A
OAK
/POOP S13-6 6UX13VX1.5� (T / 92LASS B RIP RAP 6
vII\
\ / / / / / / y�' / / / A �\ VA I I I I CHEDAPROP. TEM .�LT FEfjl �TYP.) DISTUfBAPICE (T'P / � / AI �11E
SEE DETAI SHT. C7.3) \
\ N
PRO SILT FENC 4\�\2
\PROP.Al2'W x 50'L )LO 72 �(SEE D TAl1 C7 3 H �
GRAVELVCONSTRUCT] RP FF /
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ENTRANCE I-CB
(NCDOT STD.1607 /C7.0)
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/ / vU bl
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DIVERSIONS � 5 / I .� / I � I ��� V A•. � � �. v A � \ I
SEE I LOT 94 / / 32"
B
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bu /�/' � �I �/ Co
11 � I ; 11 I
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/ / / ao �'• �N
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/ v / / / / / / / g 1V U/ URIM ELEV�39: MER
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V LOT 70 / / / // / / / / / / Q • �� A U U/ (JNEIR�i lbl I I ES � cP_ 1 A GUM
LOT �0 1 / / Q� / / \ v U U B1 63��\D R N I \ \ \ V A P 8j OF 1.5" DIA.- - _ / (� V
ER SS ON C TROu S \ \ \ \ \ \ / S 4Q OLID PVC '� \ GUM / I
P P. ce 3E � , -� / / v / /� /I I / / � � I 1 I I I / I •. v � � I V �� \V A � 1 � l l / 1 /
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PPP! KIMI�E (�E41M EVT AS 4 / / / / / / l / '/ / / \I \ - \ V A \ \\VA\ \ \ \ \ \ \ / / Rb .' /0 SS LAMPS h GUM
6'0_ `O i o _ / / / / U U /U \ \ V \ \ \ \ \ w / /
OF/BI EL V. /47.5� �/ / / / U U R� I SE�DI�uI T A N \ \ \ \ \ 27" /
(t � � / ,p� � \# \ \ VA V A \ \ � AD � FITTING N � � ELM / I
_- /STD GF� S�JRED/TO EL�V.-960. 0 / l /. / / / / / i / / \ \ O U 5 ( N.�\\ \ \ \ A \ Vv AV A�\ j/ /
/ , 7.96 / j�OF S�YOf�AG R Q' / / / / / -- '/ / / / . / \ I C / 13' VOLT /
i/ �,�/ ,1 3 .F. 9� TOk�A E R � / �� / � , � � � o � �__ �O S9�R E(M� U 0 E �39. 0� AEU U \ \\ ��� \ \ - ���. � GUM /
/ �. U \ U3 1 OT R EQ'D \ \\ �/ J� /
659 / / 5,1 / .F� F UREA E R ARE 'o / / / \1 - - --_ .F' AGE �� v \� v 1 V A ��I�k /� N N 24"
S.P. tDF'SU F �CE/ EA 0 cQ / / 1 A \ ,�� U V C0 2 5T R t � �6�\ �9 \\\ \l \I \ \ ��f� 00 i - VA /oAK /
P DI 3 / ft P / / / � - / U U1 -
/ v 6tS .
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i- / �/ / l I _ �9 � `� �. A / �F ,Q f� A LOT9�
LO 69 / / �/ I / o / / / PR c fIR �( E LEGEND) �� \,- / /''� �U U / (-I CONS U 0 ;PECI CAIIO
F R
RAPS .0" l�lA� ( / E\ LOT 108 [�/ / . 0 iU V U a!'� CIA. Of�f�KIMMER
� / I -
- TAIL] S�T. C 5 \ I / / / l\ 7 U U U VAS vA�� v .0 15; /
- - U U U U 4so �W I CUT A V V \\ V -- 6 V A GUM/ / / - U - U - U - U - U TE - �1. ) V �� �A - A - /
� 5 � / •' OP./ LJF w/r / / \� � � �� \ \ VA � � �
S LI PVC \ V l r / i A v A r
A M' \ \ \ A I I r� �► n �� / / U U U U U U U ---� /
A \ 1 \ I I 7 / / U U POOP. �?O1BLE OW HIGH HAZ�R� SI �ENC'EU � v v Vl � � -�4 / �
1 S �L P �5" \ 1 I I / / /
V U U�1N�OR*NGE `kE PR(TT CTION__ T D AL�II G /
_ A \ V LOT 82 - -_ \ - - wU U UCR "REA � (SEE_DE�SHE CZ3� �U \ � vA\vU� _-__ - v GUM
_\ / TH [ *1L� T�NG 0 TfLET END / / A F Z-0 -
\ •�/
LOT 68 o l � / / J
HEDI� �`40 A A V V / �o / LOT 107 �5 i / - U -
\ >>, i 0 L D R G
o I \ ! � GUM
I°�N�G C��INEC1�0 \ \ \ \ \ A � I I �� � i
LE �U U U U U
A\ T R D A E Z - v \ 14Hi0P SILT FENCE---' /
v i /
/ 18' \ � L 11� \ \ \ 1 � � , �� U U U U �� � �� �`� �� ( �SDI VERSION� ��.� �� - �� � �v. s � �� �4.,
/ E�Al4��� E
V ID I� RAf� S I �11( \ \ \ / A '.� 1 U U U U U/ U 'S O YIJL00[JRINC U U\ v �� - --64� \ TLET YP. /
v v V \ �Q ETAIL SHT.-C7.3f
CU TO ,I E�'=650. 0\ � \ \ \ \ \ \ PR LF OF 1�5" bIA. A - ��► � � i _ -� � / / / _
v v v v v sc v spua PVC I / - 1' _ - - / C C O O U O U O U O O v 24" CS /
4� v v v v -y i O U U U U U U U U U U U vv vv U -- ,� GUMS U ;_CS
`P.
OF:I AM ELEV.-6521 d R RM \ ,-
/ / / . .I \\ \I A V ]LOT 183 PRO C 7N v \.,
o / tti OP. DI 7T B_7Z
V / / ROR4" fIA �CH.I 4 VCI \ 1 V A ��-4Qs �� - //� NEW STABILIZATION TIMEFRAMES
(SOODr _q �0 M C0� I I I V A n>s_ W / �i NOTE:
6U SLOP 0 ,'5 MIN. IEffectiveAuy.3,2011y CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
( I )I
bAIM BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.)
SKIwIM/ R� I Rd .5" I 3 � / /row
�S CLf PS I / / IN/ IA. RI CE \ \ \\ 6 _ I ` ��/�6 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
I �L�E/FITT4N p I (S D�AIL�HT. C7.S) A _ A
/ I \ � � 1s" / \ SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
OC1TLE END I LOT 8\4 PROP. \7M ^ \ \ / 1 PINE ** RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
8'/VV�6 /� / A V --_ - / Perimeter dikes,swales,ditches,slopes 7 days None
ELEV.�6i60.o / v v v v LOT 105 / �� TOTAL DISTURBED AREA
/40 / \ \ V n 0 �cIN /
I �� s s o// // �/ �• qu�u c 5oI N cT�oN v 1 � =56.50 ACRES
� I I
CTION
r� PIi - High Quality Water(HQW)Zones T days None
2 //�/
I I / (SEE SHI C7.'5) J -
� L T 85
If slopes are 10' or less in length and are
\ v PILILINAY i / / V (� k / \ Slopes steeper than 3:1 T days **
Ro . / '" LE � .'�0) I / // / I LOT 10v4V / / / U not steeper than 2:1, 14 days are allowed.
o� I / / / / / / s / 4 I li /�� I \
UPftO'P. PORARY-TO SOIL BERM
13 0 PIT AREA IF NEED D
Slopes 3:1 or flatter 14 days ** 7 days for slopes greater than 50' in length.
D IL SHEET C7.5�
\ 5 / P U LOT 86\ s i / / / PRO TEMP--SILT FENCE (TYP.),
,0 / / / / S PR,OP. DI IL LOT 103 �0 / (S DETAIL SHT. C7.3) \� All other areas with slopes flatter than 4.1 14 days ** None,except for perimeters and HQW Zones.
HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA
Gh
LEGEND �O F CARp
65g' ELEV--- EXISTING CONTOUR
OQtiELEV PROPOSED CONTOUR T�N.H�•�El u.CISlAuAACi�.S
<
P. e / 65� ,- = = = GROUP, P.C.
r
/ l s - ELEV TEMPORARY EROSION CONTROL CONTOUR
( \ 2
/ / / / / � •n // _ , - � / / � � _ SEAL � _ - • ENGINEERING & • -
/ 1 �t P� SB15/1d'L*8'WX1.�' \ \ - / / D STURBIMIITTSOF �/E EXIST. OVERHEAD POWER i 026462 _ =ran ;LAND SURVEYING;0
CL�S8 RIP RI 1 - u� v / / - 0 ���
N0. C-1069
1
V PR - / / iC'
rr I \ � � \ i � EXISTING SPECIMEN TREE �� . N E�.
0 %DI �SCH 40� C I S \ U GINE Q'� � / ti
SO ID, OT�FO�M z
� � �� / / �� / / / � �i��,�, •••.....• y��� i� ,q
1 / S \ \ \ \ / / / / / EXISTING TREE/SHRUB CANOPY �i O 0 �� T O
( \ �v l / A i /V G �i C
/ / I w \ \ \ v i / l l� % l t / EXISTING CREEK Knout What S b�r��Vll. 1111111111V��
I THROUGH DA A / / / /
ATT CHINq SIdIM R TO U \ \ V A V `S i / / vl /+
{� \ V -665 / v/ / LOD LIMITS OF DISTURBANCE Call before you dig.
Lod 7 v v v_ Digitally signed by Anthony
,5 I A A \ � (7 DRAINAGE AREA TO BASIN THE EXISTING UTILITIES SHOWN ARE APPROXIMATE �{�
/ I 1 �qK �MEO �ELJIMLN I A IN #J�� \ \ V A LOT 101 / / V / ONLY AND SHOULD NOT BE RELIED UPON AS THE I f-C B. Cowan, P.E.
OF\BASIN E�LE .= 55.50 V AV A -_ i� - / / / - - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN EXACT LOCATION OR A COMPLETE INVENTORY �IV1L�1 1
/ 1 I I 1 •� \ V A 11 2'Lx ,W.(MIN.) � \ \ � \ \ � � � � / �P. TEMO�ARY /A� � WHEN PERFORMING SITE EXCAVATION.PRIOR CONTACT
O Date 202`t•02.09
C / �/ IVEfC/SI01� DTCH #6 TDrTD PROPOSED TEMPORARY DIVERSION DITCH COMMENCEMENT OF ANY EXCAVATION, 13:25:20-05'00'
/ T�R�'A ,�U4� �O\EL V.-658:50 A \ V - F S11 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
I V A v �� t
REQ'ID / `SS / 1 i r / /(S DETAIL/SHT./SHT• C�L 4) ( ) VERIFY THE LOCATIONS AND EXISTENCE OF
\ I / / / / PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM STD. C7.3 EXISTING UTILITIES.
ORA \PR VIDEb V A V s r S �` - 6rO �' / / / /
A� \ \ U V - O, / / v / PROPOSED SILT FENCE (STD. C7.3)
- SF IQ S�UI AUI 1 EQ'b
6y(�36/ 0�•5 �-ALC A 0 `O V A v \ A / / /� / / // PROPOSED SILT FENCE (STD. C7.3) Project:
D9T'A IQ'SHE f 0 IR IM. A / h / / / / / W ORANGE TREE PROTECTION ATTACHED
/ L0� 8 � / /
\ \ / /
NS� TIO� E�IFIC TIdNS / /
/ � v ti McBRIDE SUBDIVISION
4 I \ � GRAPHIC SCALE
R PROPOSED HIGH HAZARD SILT FENCE STD. C7.3
`> ''
...f.��.U
�
HEMBY BRIDGE, NORTH CAROLI NA
TPF PROPOSED ORANGE TREE PROTECTION 50 0 25 50 100
90./SL ftNCE itle:
tr EROSION CONTROL
E IDEt Ill 3 / 9 / ,ate / � / / ■ ■ PROPOSED SLOPE DRAIN
�H \C7. w 1 INCH = 50 FEET ..
PHASE 2
R�OI TE PdRA�RYI \ _ S - - / �/ / / / / /� / / / .:: >:..
TEMPORARY HDPE DRAIN PIPE ...,�...:
\ \ / / � / / ,8aaa8$ 20155 S-EC.DWG
/ /� ✓U�/// D�ER Ib 1 DI ) V A - v A v / / / / / / / / m ::.r,. :::::::.` :;:;:; File #: Date: 10�19�22 Project Egr. ABC
PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3) NO. BY DATE REVISION .:..x.....................
/� ( E AIL SH�. �7. / / / / / � ��� PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL 1 AEN 8 18 23 PER REVIEW COMMENTS LLJ Design B ABC
�/ /� /✓ , 1 I LOT 89 PRO . F � � V ��,, / / / / / / �/� / / I 9 Y
A A / e.. :. :.;a::: Z7
PRO I L T I CB sE / / / / / / / INLET PROTECTION IN PHASE 1 (SEE SHT. C7.4) AND SILT SAC 2 ABC 01/06/24 PER 2ND REVIEW COMMENTS "�`` U:;::; � II S A A C O Drawn By. AEN
ROTE�CTI (�Y Lo \ LOT 99 / / / / / ® INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER C
3 CIVIL ENGINEERING DESIGN AND SURVEYING
AEN 02 07 24 PER NCDEQ REVIEW COMMENTS
ROAD CONSTRUCTION IN PHASE 2 / / � -
v / / / /
Scale:
Pf�Ofl. W A G E • \ �::::::::::::::::::::::::::::::
Y
P TION L RA A v� �/ / I / / / / �/ / / _PROPOSED STORM NOT INSTALLED UNTIL BASIN REMOVAL 8720 RED OAK BOULEVARD, SUITE 420
I �R 10 1�VIDE ,
�� D�4MIE = 4P. 0/ / / / / (T ) ( _ TAIL _ �, _ _ _ I / /tI TCHLINE_( THIS S�EET) I 1EXISTING WETLANDS CHARLOTTE, N.C. 28217 C6.7
___ PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.7,2/9/2024 12:10:27 PM,anewsome,1:1

NEW STABILIZATION TIMEFRAMES
(Effective Aug.3,2011)
1 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Know what's below. Perimeter dikes,swales,ditches, slopes** 7 days None
Call before you dig. SHEET C 6 . 9 u1i
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE / ,�
ONLY AND SHOULD NOT BE RELIED UPON AS THE — / /
EXACT LOCATION ORACOMPLETE INVENTORY — ) / // A 6y _A��� ��� �� P ����T 1� / / \tL_�___
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / \ / r/
COMMENCEMENT OF ANY EXCAVATION,CONTACT V I / A / / / / / / / 16i ° High Quality water(HOW)Zones 7 days None
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO A / / / A A / I /_ ——�6 / / /� // /% / �� J
VERIFY THE LOCATIONS AND EXISTENCE OF V A V / / / I / / I4 V / /� / A / / / A
EXISTING UTILITIES. A A // / T\ / / I I V / —
\ / / / \ / /� / / ' / �% / // A/ � i / l
/ / / / /% �' / / % /' If slopes are 10'or less in length and are
\I // � / o� // /�i / \ Slopes steeper than 3:1 l days ** not steeper than 2:1, 14 days are allowed.
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,2" I SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
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\ / CHERRY / / / / / 1 \ / /� /// �
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\ // ��- VI SHEET C6. 1 O A/ / / / WT/ A \ �� h \ //� /�� �/ / 1 �OT \ 1 / w / ® INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER
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PINE c * f /1 ��� M/ / I I
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o�� 0 0 0 0 0 0 0 0 / 0 0 0 0 0 0 A� A 24" /
o 0 0 00 0� o 0 0 0� i �o �� -- - _ o�>o 0 0 �� ZOUNG: R-2Q o 0�of - '09, GUM #070570a0 �/ /
�oo°o�o°o°o° °o°c�o°0°0°0� ,� -0 `, _ >� \ / 0�0000000�000000000�0000000 � \ \'1' \ �. A -644 / / / l 8720 RED OAK BOULEVARD, SUITE 420
6 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 CE 0 0 0 0 ����0 0 0 w CN` -� �a i ?EE 0 0°0 000°0°0�000°0°0�000°0° \ VAS q � 14 -6, PG-15j� / - / OHARLOTTE, N.C. 28217
000vo 00000 000 0000 Ob , � \ ti ,jj C6.8
ov o°0000 o �_�o�o o�o�o�oCE o�o�o�o �660°0°0°0°0°0°6 >°_0_0_>°00«_<. ��__ �� pro-0110�ro�ro- III 1 o­o­o�o� o�o�o­o�T v/ V°/3�o- - SOT 4�- / i / PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.8,2/9/2024 12:11:19 PM,anewsome,1:1

EXIST. 15/I?CP ----
� I / 5� �l ��� // / �/� �• . I�\\/� �Q� //// � /// ������ � � NEW STABILIZATION
� 20 ZATI�N MEFRAMES
ffeC
/ ��654-- �v / / // //
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Know what's below. —
Call before you dig.
PR SIL -FENCE / / // / / X / �� \ ! // / / Perimeter dikes,swales,ditches,slopes'` 7 days None
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE / / / / / V / / / \� / r. /
ONLY AND SHOULD NOT BE RELIED UPON AS THE / / / / \ / OU T (TYP.) / /
EXACT LOCATION OR A COMPLETE INVENTORY / / / / / / \V/ A \ •. AA�••f(� / / / /
WHEN PERFORMING SITE EXCAVATION.PRIOR TO / (SEE ETAIL HT. Q7.3
COMMENCEMENT OF ANY EXCAVATION,CONTACT / / / �// A V // / / // // // 6 // // \ / A ���•�•// / / ��
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF / / // I / // / / V / •/ / / c0 i /y, V•�. I / / / High Quality Water(HQW)Zones 7 days None
EXISTING UTILITIES. // / // / I / �L / / // / / / / V/ I• / V �• I / / // /
/5 /� / / / / / A /v 1 ��•I l �/ / �� A
/ / / / / l / --- / / / / / / / / / / / \ If slopes are 10' or less in length and are
/ \ Slopes steeper than 3:1 7 days
1 not steeper than 2:1, 14 days are allowed.
/ `°
PROP. HIGH HA ARD SILT FENCE W/ORANGE / J/
TREE PROTECON ATTACHE ALONG CREEK / /
4/ / / / / / / / //
/ \ / 6 / / AREA TYP. SEE DETAIL SHT. C7.3 / // / s / 40 ! / / / / / / \ / / �� / / I \ *�
/ ) ( ) / / / s / / / / / �••/ y 0 O Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
\\ / / // // // /� / / �/ / 6 / / / / / / /\V // A l �\� „l)T,
/
EXIST 15- CMP / All other areas with for except None,days flatter than 4:1 14 slopes ** perimeters and HQW Zones.
-o i �/ \ / �. A VAA / TO REMOVED / p Y P
,DU ING PH 2 EC /
// / / / / i / / ; / / / / / / / A\ / P \ 'J / * HWQ ZONE: WATERSHED CLASSIFICATIONS WS-I, WSII, ORW, or SA
ore o� �,.- /
--65 /� / / X / // \ �\ NOTE:
CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
°/ / / �•• A\. BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.)
LOT 41 / : ' 03
0� °/l �/ l / "' / x ` , .v \'• ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
dLO� L / / / - SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
// �/ / / • o
/ L07 40 / / / / / /�' / // \ / �� RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
ti l / �/ /LT / i \ /-_ V \
I / / / / // LEGEND
r�/ ---ELEV---
, EXISTING CONTOUR
/ / / / ��/ ✓ CTIpN / / ( /� I / /l� // / /� // //i� ✓�.'%'��' ! �V� /�`� � B / /
I ELEV PROPOSED CONTOUR
i ELEV TEMPORARY EROSION CONTR
OL CONTOUR
OP/CB E EXIST. OVERHEAD POWER
�� �A / LOT 39
EXISTING SPECIMEN TREE
EXISTING TREE/SHRUB CANOPY
D
" \� a'• ! EXISTING CREEK
40 V A P / LOD LIMITS OF DISTURBANCE
/ / o� OAK
PROP. C 4A \' / / / / / \ \ �� /
_ 12" / / / / i / :�' OAK , / / / / -, / \ \ DRAINAGE AREA TO BASIN
MAPLE / / / // / i / .• / / i V A� / I / / / I A \ \ A _ \ - - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN
/ // / I
OAK // / // / / / �5�\ .� \\ �' h / A LOT 38 0 A zQ � 7�/ \\ / �� —TD—TD PROPOSED TEMPORARY DIVERSION DITCH
1
+ PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
711
� RCP.ADI 4F ��� \ I �V °� ( )
X X X X X PROPOSED SILT FENCE STD. C7.3
15" / / I \ h \ \ / / / / / \ / LOT-1 -- - -
12" / // / / / \ i A \ A A \ \ e A
OAK HICKORY /--- /�'/ / / / � I i A V � � � \ \ \ \ o� I � I � �- / � � PROPOSED SILT FENCE (STD. C7.3)
i/ / / I 0 6 A \ v/• \ PROP. 12'W x 501 PHIS 2 � � W ORANGE TREE PROTECTION ATTACHED
�� / i \' V/ RO . B 4E\ / \ o \ \ \ / / A GRAVEL CONSTRUCTION �
\� ( \ v \• PROPOSED HIGH HAZARD SILT FENCE STD. C7.3
/ � / � I v� � � I ( ,- � V / � � I � � I � � �. �. A ��•. ENTRANCE / ( )
�� /(NCDOT STD.1607.01�C7.3) / TPF PROPOSED ORANGE TREE PROTECTION
651- / i / / \ { �J v LO\l LO�f 2 -J�■
050 / �/ , / v.�;� 1 / \\ \ \ \ f / V / l PROPOSED SLOPE DRAIN
-�
/ / � �/ � - �\ � � � I � � \ �� � / � - � v A � �'•'• �, � / -C��e� TEMPORARY HOPE DRAIN PIPE
( 6 A\ \ r 1 A �. .Q 8•y—t APON / TL NpSI � 7 \ �� O / PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
i
PROP. D 5N - Q \\ 'f / PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
/ \ \ / / \ -_ INLET PROTECTION IN PHASE 1 (SEE SHT. C7.4) AND SILT SAC
A _ ��- v INLET PROTECTION
\� \ 7 LOT 3 \ • � / � ® (SEE SHT. C7.4) IN CATCH BASINS AFTER
- \ ROAD CONSTRUCTION IN PHASE 2
/ �/ -� Z /\ \
�� CLOSED PS WITH TE�P. SIL FENCE : ; -/ i / \ �\I - / / �/ ( / 1 P ce\5M
\ �// �� PROPOSED STORM NOT INSTALLED UNTIL BASIN REMOVAL
W 61RANG TREE PRO .60N ATTACHED �- / V - v �/ 0, - -
V.A LET 36 \. / / -- -- \ � V /. � �
DURING SEDIM_WT BASIN REMOVAL i r65Q�. w. /✓ o 5 / / / / A \ V - v / / / \ / T ` ` ` EXISTING WETLANDS
/1 \ 1 _ \ \ V 7 \ -------�
LOT 4 — — / v �� v v �� v/� . -- �� �� TOTAL DISTURBED AREA
..� /� / `� I / / ///� // / // i� — ———
PROP. 5 1 \ _ \ \ � . �• �: =56.50ACRES
/ I jz 7-5
- -
L � 35 / / l / / I �� P OP. CB 50
� 9 / / / / 0) / L
P T /
/ � I,__- - �� �
RISER BASIN #3 TO BE EXIST. 18" RCP
REMOVED ONCE f-_ \� �\ ��� \A��. TO BE EXTENDED
/ STORM PIPING IS INSTALLED - / - -6 4- \ _ SEE SHEET C .6
/ A,6� 1 \ �I TO DIVERT DRAINAGE TO '. / 4�
i ,� i �-- '''�•l // /� «' � 5 I �I I RISER BASIN 1 � _ � � .V A � �� -� v � � � 00
# 6 \ _ - A EXIST. CULVERT Rk5
I �2ROP. ONC. \ �
_ /wA� l \ A V " � � I V A � v \ � • � 1 V v _ � � �+ � •'t� `�_ A��V• / /
TEMP. BENCHM K CO
/ / \ \\ \ / \ / 4 REBAR W CA \ \ 0 / /A \ \ 1
644 / ELEV.:671.57 -
�/ o \ \ % / ( c0 N:500757.25 R DI RD2 -
J' �� ��� / _ CB C -- A V / /
5 i 4 / / / v� � V A A \ \ \ v \ LOT & \ / / /� E1509653.57 �V / A V\V'•
� V / - - •�\ �AA''• _ �\ �\V I /(0
/
/VOP. IN� T
SE PROP. FE5,R6 //
PROP. ROCK CHECric 3M LEGEND) DAM
643 �l� / / i/ / / / / 6 - \ 5 � / v ,��o-SEE DETAIL C7.3 _ A � '/ \V A ' v \� \. � / ��
5
APS WITH T ILT v
A STABILIZE SWALE WITH- / �A \ \ // / /-FREE PROTF�CTIOt�I A CH � � �� ••. � ��� I/ / / / //
G / i / G _ INSTALLATION i A v c� ' /
IN SEDIMENT BASIN RE 0 L A , SOD IMMEDIATELY AFTER \ \. L /
A / /
/� l G / 6 ��///i / / A LOt 7 rn / L�T 75 0 _ //
- Pf20P IGH/H Z�A S �F E/(TYP . / o W \ \ / / �I� -
�. � v �� /
/��9EE DETAIL SHT. Q�
� ` :�; V A - � • ij / �� / i/ / � /.' / / / �' R P ILTER BER11v �T � v v � � �� \ 5 � I l J I 'I/ � � c0 - � � � \ � � ����•� 0 \V� � i
/� Q i PR P �B 5J
5
LOT 33
PR B 3
- ��. •.•• � / //j�/C � 0l 6E � / � / / � � � � •� / � � 5 PRO E \ // v � / o /- \ / �A � / A VA\•'. � � /
// LOT 74ISTU //� / g 5 P. CB 5C / A
/ CID
/ / / // / 5 / / 0 6- _ 5 ae� \ / / \� t \\
/OUTLT�fP.) / 5� / O / ° / / I - PROP. MITS OF 664-
E /D TA C / / // _--_ A `s / / 6 56 / V DISTU BANCE
7 LOT 32
� �' ��•'•• r,AEI1EC1S1A1S1R �.T�H1E1 11IS11A1A1/C�S•/�. .,/ ROP. FES 3G 4 ...........
O
LOT 8 cc LOT\73
�I Q'
0 / / / / / V A o / / / / / i / / GROUP, P.C. _
/ / i / / / / 40 / / �,/�� // _ SEAL _ C7 :ENGINEERING &
E� 6 o - \ / A v V / / 026462 -rn ;LAND SURVEYING
/ 63 PROP. CB \ i� .NO. C-1069
/ p / / i i •.,.GINS P�� ��i� \ ��
2 i PROP. L...... OF / ��
PROP. TEM .Id, FENCE
�TYP.) DISTURB BAN`CE (T�'P / / / / �� / �i�ti `��N �� '9
) // / / / �� �� 4 Y B• 0��� i��T Uk AU
SEE DETAI SHT. 07.3 , / / / / ! �i �l�/ G ♦ i F •(�`
LOT 31 I A� / � I I L4J � I � / � ��/11111111�� ��llllllll���
�o / / // / / //PROP6�TEMP. SILT FENC TYP.) / /�
LOT LOT 9 / V LOT 72 / / 0
I � I / �, (sEE D TAIL . c7.3 , / / / Digitally signed by
AnthonyB. Cowan, P.E.
v ,
/ / // // // / / •�s I v V A ��. / / Date: 2024.02.0 9
13:11:25-0500,
/ cn / /Q / /✓ / / / / / / / �/ / // 1 Project:
LOT 3� / V \ 5 -/ ° A / / /� //// ////� �/ / / 11 o l / / 1 /
- McBRIDE SUBDIVISION
� 6 � // LOT 10 � I / LOT 71 � � � � / / // �� / I / // / � � � l l � � GRAPHIC SCALE �::��:`������<:�;:�.:�����>:':'
V43 / / �. V A / / / /� / / / � I 50 0 25 50 100
LO <�'.� r:��;. . :.: HEMBY BRIDGE, NORTH CAROLINA
v / / / / / ".:..:
/ rile: EROSION CONTROL
L��� 1 INCH = 50 FEET ....`` ``: `
. PHASE 3
"' . � � '� Date: Project E r. ABC
���. / / i // / / / LOT .`rj'`.:r1 #;20155 S-EC.DWG
o� �- $ / / / N0. BY DATE REVISION x /.::� .::.::.:: Flle 10 19 22 1 9
V \ �. ° / / / 1 1 AEN 02 07 24 PER NCDEQ REVIEW COMMENTS Lu G� Design By. ABC
LOT 2 \ \ n / v / /° / / / // /0 / o� / I 1 I �7
/ / ::.. :. :� :.;a:::
IsAACS
/ O Drawn By. AEN
LOT 11 PROP. 3D� \ / / /� / / / / / PR 17S CIVIL ENGINEERING DESIGN AND SURVEYING-
0
—I Scale: 1"-50'
LOT 4`4 `' •• / � I �, � � � � � LOT 70 � � / / / / /�I I I / � � // // / I A1111 � �_ I I
A � ) w \ v v LOT 0 t 8720 RED OAK BOULEVARD, SUITE 420
\ A 1 / / / ( CHARLOTTE, N.C. 28217
S � /
/
1 /
TC T v P P. c6 3E / / / �� /� ( / / / / / / / PHONE (704) 527-3440 FAX (704) 527-8335 C6.9
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.9,2/9/2024 12:12:06 PM,anewsome,1:1

-- r . .rT�T� Try'TT�-T- T�-- -T - --r-- V �� � /
v / // / �/ T ' : ' / �� I I / / / / / / / / / Cy�ILI EE SH TIC6.9 v v v L0 , v v NOTE:
I PROP• CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN( ( )LOT 11 / 3D \ BUILD OUT SPECIFICATIONS. SEE EMBANKMENT CONSTRUCTION NOTES PER SECT. 4.0.6.2 OF BMP MANUAL SHEET C4.8.)
A
i /� / / / // I �� / / / / / / o A PROP. DI 3G, /10 / V
—/
A �f 1 / �/ I I l i / / / I LOT 4v4 / / \
ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
'�o / / ► \ ��. 6 I A 5 P P. ce 3E SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
50, RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
r cb
PwE�
/ _ � - �� / / // � / I I: I� / � / / � I I � I I I I ► I I I I I I I I I \ � v s �..� � / I / I I //: _ � / / i ���� / l / / / l / / I / � /
� I [ "Rip—
LOF _
6g /
/ l ( i _ LOT 12 t / r // / //
/� / r r i �l � / I v v ' �� // / / ��
0° � � � � ► I I � \V � — A � �� i � / / // � PR
� R / I�/ V �\ l A V (° V A 0 45 6 / / P DI 3
\ \ �e /
4/ n/ / / / A A —
/ 2"� — /jif / i / / A V A � . _� / // // 4r), -- LOT 69 i / / // / /. �I I // / % ► /
OAK i� i .� //// �� � / / / � l I I g A <°�
v /\ / / •
i i ��ROP.fii HAZAR[�SI E N(,0
- / / / / I ROP. DI 1L v / / I /
i � j_ � T&E�, ROTEC gLO��r !y�l / / / 6 /
i 66 / AREA ( YP. TAIL/$PiY 7/.3)// / / / / -- / v LOT 46 / / �/ I A V V A
_ v (SEE LEG /
c� � � I � LOT 68 \ I • \ \ V A � V V I V A I
24" I / /� /L�// /� , / / �� 5
LOT 14 j / ( �►. A / / / /0 R E OTE ?M A'TTAC 6 1
� // ✓ �'""•- �/ I / / / // �/ / / / / / / �-- � �h PROP. CB 1M - 5 �N � / R� � � � \ \ \ � I I ►
p LOT 83
1 Pf�
� URING: •DINS NT A�INI �MpVALA � I �
:'I� l�� ► V A 1 A �oP. DI 7TI 1
LOT 67-
V / ) I ►
s /
/ R P.. LA TYPE 2M
DI 2L SEDIMENT BASIN #4 LEGEND/ I I
O i • /�� / / / /// / / \ \ �P �- / �, \ 3� TO BE REMOVED ONCE
Rp ., i // / ---E�E�---
LOT 15 STORM PIPING IS INSTALLED / EXISTING CONTOUR
\V PROP. MH 1K- - _ P // \ / PROP. CB I TO DIVERT DRAINAGE TO / / / / �• /// ELEV PROPOSED CONTOUR
/ / / I � -' '-TOT4� � V I . � � �� �,; �T � �r _ • ,. � I RISER BASIN 1 / / � ./ � /
f i / / ri /•
( I 4 4 -- L� 5 / /' / # V / / i l ELEV TEMPORARY EROSION CONTROL CONTOUR
AEN
_ C ti / / / / I „� „rr rr , , ,/ �, / / ,,. �/ /
E EXIST. OVERHEAD POWER
�1/• / / , ��, ��rr�r r A LOT25 5 S / / / LOT1661
/ 0/ Cc� � :I'/ �/ 1 v ° rr� Av ------ - S 5 \ v vv / / ► s ss / / °/ �/ ( < ( / file EXISTING SPECIMEN TREE
/ � ' 0 Q O > \ v i� / / ► / / \ {I A V I EXISTING TREE/SHRUB CANOPY
PROP. cB 3 5 / v EXISTING CREEK
---- 6s2_- s PROP. CB - / v- :�•� - I 1 LOD LIMITS OF DISTURBANCE
\ 3 --- �
O DRAINAGE AREA TO BASIN
LOT 49�
5 A RO / `� A' / /
� � I I I � •� :I / / / / I � - - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN
5 a 5 --- -- ` r
- fTD­TD PROPOSED TEMPORARY DIVERSION DITCH
►%c / 6 V 6- h PROP. CB / PROP/ CB/7 Zz47 �6 I
PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
J O O` / v �� v ` ►� /
� 0 VAS ,
' ► \ � � � ,'' �, 5 u' � � / - .. , 1 \ � I I 4 // I PROPOSED SILT FENCE (STD. C7.3)
_ WfflE AS D A �� A V e g A\ 5 // \__�� _ R P. DI 2D V \ / I U PROPOSED SILT FENCE (STD. C7.3)
/V / LOT 16 /
O L AY
5 \\ I I I � W/ORANGE TREE PROTECTION ATTACHED
_ UC I L A - �u� I / \ // -- -- /�x� cn \V A A 5 / % W PROPOSED HIGH HAZARD SILT FENCE (STD. C7.3)
I \ Sri I LOT 50 / 2
(Y � IE� \ v TPF PROPOSED ORANGE TREE PROTECTION
fH 20�" / v / / / / / / \ LOT �5 ` 7 R w ■ ■ PROPOSED SLOPE DRAIN
v v v _ I \ a — / /� i / s \ \
LOT 23 � � i � I \ �, \ \ ce 2F \ I bRow. �I '�. � v�
j TEMPORARY HDPE DRAIN PIPE
C u��\ �RDP. �eaaa
/ " � LOT t 7 PROP. B 2E f-. A / PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3)
J V U V' _ V"` + l _ / / \ 1 / ) ' T� / / C �aaaae
��� �� �� �� �� r A V �r A a / r / i / h / I / J PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL
v INLET PROTECTION IN PHASE 1 SEE SHT. C7.4 AND SILT SAC
� I �� I ► I / ` ---� � / / vim, U
i �- i �i /i I V A ��a. / / / , / / / / / INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER
\ V OT 51 I \ PROP. / / / / / / / l l I f// / / Q ROAD CONSTRUCTION IN PHASE 2
O O O O v v �v \ V � . i �, I s �.. 1 I
PROP. D�l BLE ROW HIGH jH�AZA0 SIL � A o A � � � PROTE TION (TYP. i � � / � � � � / / F f ' / / - 0 0 0�0�0�0 0�0�0�0- PROPOSED STORM NOT INSTALLED UNTIL BASIN REMOVAL
F N*E WRO vANGREE C A A v A ► 6E� GEND) / / ��
> v �s d� -� / / l
/ / , LOT 64/ / / 1 V A / r-- EXISTING WETLANDS
u� �T E ELC7 ar / V I \ LOT22 / / / � I / I + � + � � + �I
\ \ V PROP. DI 1J / /
r, ,
/ / / j } I V A
v Q / A V v V 1 / i v 5� i / / /LOT 18 / / / / � `�, A\ ( / I A
G �
o
F A , I / v / / .•> v TOTAL DISTURBED AREA
s s / j . �/// s -56.50 ACRES
V.-6Rm CB 1H / i ' / I
- � � / / I I I \ \ V A o A
� BfjAP W�PE A I�
tfSI,,GG�� H T 4 �I \ 5 I / / / - / / /
/ �
-O O O- I 4 �r I v / / / / s / / / > v v v v v v v CONSTRUCTION IN FLOOD PLAIN NOTES:
\ \ / / / / I / \ v 1 /
_ G � .�, � G / I I I � I I �� I / I � v � � / � � � �� � ,_ l l / / / l / II /:I. : � vvv� \ \ V I
v v� 1
O O � O 1 I ` ► v v v ( i l l 6 1. THERE WILL BE NO PERMANENT GRADE CHANGE WITHIN THE
LOT 63 / / / I A/ \ \ ► A ► 1
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i A \ \\ 5 / i i / / / / / / / // ►
,( � -- � / � / �- / / / / //' �'• I I I I I v PRE-DEVELOPMENT ELEVATIONS AT THE COMPLETION OF THE
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\ \ \ \ � / l / / / / �. / / / /// ///• i/ �� v - v \
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48-HOURS PRIOR TO AN ANTICIPATED FLOOD EVENT.
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CAMS 5.P" T CHE[JTYP.) I IN THE EVENT OF A FLOOD EVENT.
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P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.10,2/9/2024 12:13:02 PM,anewsome,1:1

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_ / / /Q / / r , / I Q \ V I � >BMP NAGS TIC .7 \ �V A V / s 4Q SOLID PVC / k \ ia^GUM / I
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/ \ S / (Effective Aug.3,2011] NOTE:
> ^ / / ii���
CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.)
EDIMENT BASIN #4 / / / A / / I / / \ \ - / / / �� SITE AREA ❑ESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
/ / I \ PROP. DI/7U i ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
BE REMOVED ONCE � � / � / / ) I/ I / / `O � I I � I I V v �' �� � _ / _
/ / /' A SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
M PIPING IS INSTALLED / //// / \ - 15" / /
DIVERT DRAINAGE TO / / // _ r // / / I / LOT 8�4 PROP. V7M / RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
i / /.• /l � i PINE i **
RISER BASIN 1 / / •� ° / / \ --_ - - 1B" _ I 1 Perimeter dikes,swales,ditches,slopes T days None
# / // / 6�� •ri /••••/�O l I I l / / // I 1 V � A \ •V � LOT 105 ,[ / PINE /
/ / / � i // 1
/ I i � / / /• ��- // I I / � A I I v � ' � ,- / 2D" TOTAL DISTURBED AREA
I / / \ / PINE /
/LOI I5Q / //� / / / =56.50 ACRES
14" \ n
e s / / jl a \/ < < ( / / / I \ / /� oAK18» �// ,-- ��� 9 Y ) Y
Hi h Qualit Water HQW Zones 7 da s None
/ V / I / / / PINE i
I y
_ "�• � � 1 I � 5g / L(�T 85� 1 ( G 6� ,/ /PINF
12"
✓ Vj/L
If slopes are 10' or less in length and are
Pw�a Slopes steeper than 3:1 7 days ** p 9
LOT 10v4 / �6�0' k / A not steeper than 2:1, 14 days are allowed.
/// / / / 13"
PINE Y'/ -6 A
. . 4 •/ / / I / I I TO BE REMOVED ONCE � Q / - / '/ � /� � A
/ / 1 STORM PIPING IS INSTALLED / 12" Slopes 3:1 or flatter 14 days ** 7 da s for slo es rester than 50' in length,
\ VA 4 TO DIVERT DRAINAGE TO s 6 6 / PIN / A P Y Y p 9 9
L T 8 5' / PRO TEMP--SILT FENCE (T�'P)
�� ° LOT 103 � / // /� / (S DETAIL SHT. C7.3) A� All other areas with slopes flatter than 4:1 14 days ** None,except for perimeters and HQW Zones.
\ J PROP. CB 7J
HWQ ZONE: WATERSHED CLASSIFICATIONS WS I, WSII, ORW, or SA
/
/ / 4 / N / / /
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PROP./LIMITS OFF EXIST. OVERHEAD POWER
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EXISTING SPECIMEN TREE / 'FNGINE;��' Q'♦� ��. Q
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v �v \� \v \� ` ' PRPP: DI 7c/ / // / // , // Know what's b@�OW. i,, /VY B OF AU ��
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/ / LOD LIMITS OF DISTURBANCE
I / •.�/ / l � I � \ V A �,�665 / / / / / / A/ / / THE EXISTING UTILITIES SHOWN ARE APPROXIMATE Digitally signed by
LO� 7 / - / / / / / / / / / / ONLY AND SHOULD NOT BE RELIED UPON AS THE
/ / DRAINAGE AREA TO BASIN Anthony Cowan, P.E.
I LOT 1 O1 / / / / EXACT LOCATION OR A COMPLETE INVENTORY �I
_ / / / - - - - - - - - - - SUB-DRAINAGE AREA TO SWALE AND/OR SLOPE DRAIN WHEN PERFORMING SITE EXCAVATION.PRIOR TO
/ I I \ �•\ •� \ \ V V I V V A ---- / / / / P OP. TEM�'gf�ARY /A COMMENCEMENT OF ANY EXCAVATION,CONTACT Date. 2024.02.09
1 1' �Y \ / \ 6 �/ / IV SIOI� (TCH fTDfTD PROPOSED TEMPORARY DIVERSION DITCH 811 OR VERIFY PE LOCATIONS
IONS AND EXISTENCE
OF
TO ,
\� \\\\ \\ \\ I �� / \ VERIFY THE LOCATIONS AND EXISTENCE OF 3. O.30-05 OO
/(S� DETAIL/SHT. C�1.4) PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3) EXISTING UTILITIES.
/ /
/ U/ / l I/I/fl : AAA\\ \ \\ \ I A A u PROPOSED SILT FENCE (STD. C7.3)
PROPOSED SILT FENCE (STD. C7.3)
W ORANGE TREE PROTECTION ATTACHED Project:
LOT 8
\ \
6 ti McBRIDE SUBDIVISION
/ PROPOSED HIGH HAZARD SILT FENCE STD. C7.3 GRAPHIC SCALE
`. . HEMBY BRIDGE NORTH CAROLINA
/ \ I � / � �---- � / o // / �� / / / / TPF PROPOSED ORANGE TREE PROTECTION 50 0 25 50 100 ���.:.���;�:;�.'�.'�..:
�PIR90./SIL ftNC I �� / e;'a:..
1 Title:
10/ , / G--- EROSION CONTROL
7�1�E IDEtAl l $H VCp.3�1 I \ \ 9 / ti / / PROPOSED SLOPE DRAIN .::.
/ / %• \ � �/ // � / / ��� w / / / /� 1 INCH = 50 FEET �;.���,:�`:' '; PHASE 3
!,, �'• •��% / I IR P TE PdR Y I \ '� - 5 _ / / 7� / / / m m m m m=m TEMPORARY HDPE DRAIN PIPE :::.,
� 1 / / / / / >`�� / 0884.
�ER I� IDI ) \ - \ 5 / / / / / / / / PROP. GRAVEL AND RIP RAP FILTER BERM BASIN STD. C7.3 N0. BY DATE REVISION "`r" ' '` `�<;<; File #:20155 s-Ec.ewc Date: 10/19 22 Project E r ABC
(SEE AIL SH�. �7. \ / / / / / / / ��asBs PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL 1ISAACS
G�
/ / I LOT 89 PRO . 'F / / / / / / 1 AEN 02/07/24 PER NCDEQ REVIEW COMMENTS Design By. ABC
I V \ / - / / / /� INLET PROTECTION IN PHASE 1 SEE SHT. C7.4 AND SILT SAC `" `. :::. :::PRO I L TI . GB sE / / ( ) :::>::::
RQ CTI ( ) S / LOT 99 I / // / / / // ® INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER O Drawn By. AEN
/ / / ROAD CONSTRUCTION IN PHASE 2 CIVIL ENGINEERING DESIGN AND SURVEYING
-0 -
. \ � Scale:
/ // 1 ��•�\ \ \ \ \ POP. W A G E � - � / / ) / / � /PR TION L RA S / / / I / / / j / ��__�_�_��PROPOSED STORM NOT INSTALLED UNTIL BASIN REMOVAL 8720 RED OAK BOULEVARD, SUITE 420
TAIL - /, I / /�ulAl'CF�NNE-( THIS SKEET)-- CHARLOTTE, N.C. 28217 C�•
EXISTING WETLANDS PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.11,2/9/2024 12:14:07 PM,anewsome,1:1

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V A I �/ / / \t .•v �' / 1 / FOR IMPERVIOUS DIKE \ / / / FOR IMPERVIOUS DIKE V `� / / / s� FOR IMPERVIOUS DIKE
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PROP. 8'X8'X3' DEEP
I / l l l I r' g : / INSTALL PERMANENT STORM RUN 8B
�'j / l / / I I I STILLING BASIN LINED �\ I I / / S I /
I I I I � I
{' �,• / / / / / W/ CLAS B RIPRAP \ / / Ll' /• / / / / / (SEE STORM PROFILE SHT. C5.6) \ / / /• '� / / / / A
INSTALL PERMANENT STORM RUN 8B \ \
/ / I F•1 V / / I \ PROP. 8'X8'X3' DEEP \ \ V / I 1 V / / SEE STORM PROFILE SHT. C5.6 \ \
/ PROP. IMPERVIOUS / / ( )
/ I \ 1 / / DIKE SEE NOTES l V 1 \ V A / o / F.1 �• A / V A / o I 1' / / 1 m \
I I I v• y: I / l ( \ A \ l I I I I I 1••�v• �; 1 I I ( / / � STILLING BASIN LINED \ A \ l I I I I I )••\\. �: 1 I I / / l � � I � � A
/ I / '•\ I / AND SEQUENCE V \ / / PROP. 8'X8'X3' DEEP A
A V A / / '\ \ \� I I I / / / W/ CLAS B RIPRAP V A V A / / I / '•\ \ \� / / STILLING BASIN LINED A �V A
THIS SHEET) \ V A \ / /� / / / / 1 \ t l l l l � A A V A / / 1 V I I I \ V
V / / i i I I � \ I / � / / i i I I W CLAS B RIPRAP w \ \
V �/ ( 1 I PROP. IMPERVIOUS /
I I '� I / / � •% /.• PROP. DEWATERING DEVICE � A \ \ I I '� I / / � •% �' I � A rn I I I '♦I I / / � •.% I I I A
PROP. IMPERVIOUS \ '
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THIS SHEET \ \ \ l / / % .• I DIKE (SEE NOTES \
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ff V / /
\ PROP. DEWATERING DEVICE V V A V )
/ / \\ '•A \ V A \ \ V A \ / / / / A\ '•A \ \ V �� / / / / (� A A THIS SHEET o \o \
(SEE DETAIL SHT.) V A� \ I / \ \ PROP. DEWATERING DEVICE
(SEE DETAIL SHT.)
PHASE 1A EROSION CONTROL PHASE 1 B EROSION CONTROL PHASE 2 EROSION CONTROL
SCALE: 1"=30' SCALE: 1"=30' SCALE: 1"=30'
/ / v v I / , CONSTRUCTION SEQUENCE FOR STREAM CROSSING: NOTE:
SEDIMENT BASIN #4 h / / / i / : : / CONSTRUCTION OF SEDIMENT BASINS 1 & 2 EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FINAL DESIGN
/ / / I 1. SURVEY LIMITS OF DISTURBANCE AND MARK WITH CONTINUOUS FLAGGING - BUILD OUT SPECIFICATIONS. (SEE EMBANKMENT CONSTRUCTION NOTES (PER SECT. 4.0.6.2 OF BMP MANUAL)SHEET C4.8.)
TO BE REMOVED ONCE �� $� / // I 1 I // SURVEY THE LOCATION OF THE CULVERT, HEADWALLS, AND LIMITS OF
STORM PIPING IS INSTALLED `O / / /� �� :I / ////� / DISTURBANCE BASED ON ANY 401/404 PERMIT(S) THAT HAVE BEEN ISSUED ALL TEMPORARY DIVERSION DITCHES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO DIRECT RUNOFF TO
TO DIVERT DRAINAGE TO l l / r l / / FOR THE SITE. CALL THE NCDEQ INSPECTOR PRIOR TO STARTING ANY WORK.
,[ / / / / !' / / / / O / / THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO WORKING SEDIMENT BASINS UNTIL EROSION CONTROL INSPECTOR APPROVES THEIR REMOVAL. MAINTENANCE INCLUDES
IN THE RISER BASIN # // / i .% / l l a CONTROLLING ITHE THE
URFACEINSPECTOR
WATERWILL
ANDGIVE
TARTINGINSTRUCTIONS
CULV CULVERTABOUT
INSTALLATION.
RELOCATING, RE-GRADING, AND STABILIZING AS SITE GRADING CONTINUES.
/`O 1 2. INSTALL ALL EROSION CONTROL MEASURES - MINIMIZE THE DISTURBED AREA. LEGEND
/ / / i /i•'� // / / /i 3. A PRE-CONSTRUCTION MEETING WITH CONTRACTOR, ENGINEEER AND NCDEQ TOTAL DISTURBED AREA
MUST BE HELD PRIOR TO ANY CREEK CROSSING. THIS INCLUDES ALL UTILITY LTER MEDIA(SEE ROTE x} ---ELEV--- EXISTING CONTOUR
=56.50 ACRES
/ I � � .�✓ •i.•' CROSSINGS AND PERMANENT CROSSING.
I (o �� i/ �� �� �/ 4. INSTALL CULVERT AND HEADWALLS. ELEV PROPOSED CONTOUR
/ / SILT FENCE AS NEEDED MR ELEV TEMPORARY EROSION CONTROL CONTOUR
l I `° / //:i �p� / l l l 5. FILL OVER CULVERT TO LINES AND GRADES AS SHOWN ON THIS PLAN.
/ ( 6. SEED AND MATT SLOPES.
7. INFORM NCDEQ - REQUEST INSPECTION FOR COMPLIANCE. �/E EXIST. OVERHEAD POWER
I 8. REMOVE IMPERVIOUS DIKES AND BYPASS PUMPING. .
I / /
0 EXISTING SPECIMEN TREE
� V A\ \ 1 / NOTES: VECETATrvE BUFFER ATER LEVEL EXISTING TREE/SHRUB CANOPY
12 LIMIT TIME OF EXPOSURE - ALL MATERIALS AND EQUIPMENT NEEDED TO
COMPLETE THE CROSSING MUST BE ON SITE PRIOR TO STARTING. WORK IN EXISTING CREEK
CREEK SHALL BE PLANNED TO MINIMIZED THE NUMBER OF DAYS OF NOTE: LOD LIMITS OF DISTURBANCE
% � 6'Q6 DISTURBANCE. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER 1. PRIOR TO INSTALLATION. MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO DRAINAGE AREA TO BASIN
I / THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
FORECASTS AND NOT BEGIN WORK IN THE CREEK UNLESS AT LEAST THREE
/ o MEET DR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT. TD-TD PROPOSED TEMPORARY DIVERSION DITCH •\'• ( DAYS WITHOUT RAIN IS ANTICIPATED. �-
PROP. 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING. •
I 651 % 00 ` LIMIT EXPOSED AREAS - MINIMIZE THE SIZE OF THE AREA TO BE EXPOSED AT 3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDw FILTRATION DEWCES, PROPOSED TEMP. WATTLE OR RIP RAP CHECK DAM (STD. C7.3)
\ s \ p /h l l l ANY ONE TIME. DISTURBED STREAM BANKS SHALL BE STABILIZED WITH MATTING RATED FILTER FABRIC RAGS OR POLYMER BASED DEWATERING PRACTICES. PROPOSED SILT FENCE STD. C7.3
ROP. C S\ 647 64 / pbi//� I I / l / AT THE END OF EACH WORK DAY AND PRIOR TO ANY RAIN EVENT. 4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH 8070M of POND. ( )
PROPOSED SILT FENCE (STD. C7.3)
�S0 CONTROL SURFACE WATER - DETERMINE THE BEST TECHNIQUE AND GAIN W/ORANGE TREE PROTECTION ATTACHED
RANT Know what's below.
APPROVAL FROM WATER QUALITY INSPECTOR OR ENGINEER. SOME EXAMPLES TPF PROPOSED ORANGE TREE PROTECTION
INCLUDE BUT NOT LIMITED TO: PUMP AROUND, TEMPORARY PIPE AROUND, Call before you dig.
/ / TEMPORARY CHANNEL DIVERSION, BRIDGE MAT, ETC. PROPOSED SLOPE DRAIN THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
ONLY AND SHOULD NOT BE RELIED UPON AS THE
_-----_ EXACT LOCATION OR A COMPLETE INVENTORY
\ \- ° \ ` • I CONTROL SEDIMENTATION - AS SHOWN ON APPROVED PLANS. INNOVATIVE AND TEMPORARY HDPE DRAIN PIPE WHEN PERFORMING SITE EXCAVATION.PRIOR TO
652 \ \\ /' / I ADDITIONAL MEASURES MAY BE REQUIRED BY NCDEQ INSPECTOR OR ENGINEER �88888� COMMENCEMENT OF ANY EXCAVATION,CONTACT
ss \\ NOT TO SCALE $ PROP. GRAVEL AND RIP RAP FILTER BERM BASIN (STD. C7.3) 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
< \ \ PROP. HW`BB ./ / / I IF NEEDED. ��,BBseB VERIFY THE LOCATIONS AND EXISTENCE OF
651 /- .� _ / 6 PROP. INLET PROTECTION USE HARDWARE CLOTH AND GRAVEL EXISTING UTILITIES.
• CITY OF CHARLOTTE
INFORM NCDEQ - NOTIFY INSPECTOR REGARDING COMPLETION OF DEVICE .�� INLET PROTECTION IN PHASE 1 (SEE SHT. C7.4) AND SILT SAC
\ 1 h^ ! \✓ / / / 2 INSTALLATION AND REQUEST AN INSPECTION FOR COMPLIANCE. W/ LAND DEVELOPMENT STANDARDS EROSION CONTROL DEWATERING N INLET PROTECTION (SEE SHT. C7.4) IN CATCH BASINS AFTER
I / C�L41iLDTR� ROAD CONSTRUCTION IN PHASE 2
INCLUDES CHARLOTTE E'1'J 3❑.13
Z / MAINTENANCE - MAINTAIN ALL MEASURES AND DEVICES DAILY, MAKE IMMEDIATE
PR C REPAIRS WHEN NEEDED.
♦ /
7
� I
/ 1
♦ / p �y�
I � � / ♦/ / 64s IMPERVIOUS DIKE NOTES:
64 4 / 1. THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE
PROP. D 2c \ ti // I s CONSTRUCTION SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. THE
i � I
C646 1 IMPERVIOUS DIKE SHALL BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE
/ � �� o I LOCATION NOTED ON THESE PLANS OR AS DIRECTED BY ENGINEER.
/ / / � � / fir,AI111111//� �AI11111J/�
I / / 1 2. ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET �� CAR i�i `����� CA i��i��
/ / / / .� �N o� �N RO �.
l i / / PILES, SANDBAGS, AND/OR THE PLACEMENT OF AN ACCEPTABLE SIZED STONE DISCHARGE HOSE �� ......... / i .•••••••.. �/ i
00 i LINED WITH POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC. �� p ;•�F ESS/Q• �L �� �� O;• •.•�
) ti•: ' THE ISAACS : y
ENERGY DISSIPATION •Q 9
3. EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE. _ _ _ GROUP, P.C.
_ SEAL � _ _n ; ENGINEERING &
4. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK FLOW i 026462 -r� ;LAND SURVEYING; z=
/ / �• / / 1 a IMPERVIOUS DIKE i �� N0. C-1069 ��
AREA. SUCTION HOSE -y
STREAM 1 D.A.=14.13 A.C., BASE FLOW IS APPROX. 0.022 CFS =9.91 GPM * `�- ��i� •':�,NGINEE�'• Q'�� 14101
••' ���
C' \ �
FLOW �i��,x .--- ya�� i� q '�
#
i�� p GO� i� TF• -M v`�
*ASSUMPTION - 1 CFS PER SQUARE MILE OF DRAINAGE AREA f i�*NY B. ���� ii� O i AU,``
/ I I � I I I I )'•\\•V' A I I / / / � / / I � V 1 �� � ' �� � //111�I11V� ��
/ I I / I I I I / / '•) v � I I I I / / I / / I I v v I � 1
� v CONSTRUCTION SEQUENCE FOR IMPERVIOUS DIKE. Q Digitally signed by
1. INSTALL IMPERVIOUS DIKE UPSTREAM OF WORK AREA AS SHOWN ON THESEAnthony B. Cowan, P.E.
/ / �'% I I A V PLANS OR AS DIRECTED BY ENGINEER. PROJECT �� Date- 2024.02.09
TOP of BANK 13-28-36-05'00'
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE. HOSE OUTLET
SHALL BE PLACED IN STREAM BED DOWNSTREAM OF WORK AREA, AND
/ / I '•A \\ V A V A A V A % SHALL BE LOCATED AT AREA WITH BEDROCK OR COBBLES SO AS TO DFWATFRING f}FVICF
MINIMIZE EROSION AND SCOUR FROM OUTFLOW. IF NO SUITABLE AREA WITH PER CLDS #30.13 Project:
/ 1 / �• \ V A \ V A V A V 1 A NATURAL STONES EXISTS, CONTRACTOR SHALL INSTALL STILLING BASIN AS
SHOWN ON THIS PLAN.
' McBRIDE SUBDIVISION
GRAPHIC SCALE
***1 HEMBY BRIDGE, NORTH CAROLINA
3. PERFORM CULVERT AND HEADWALL CONSTRUCTION IN ACCORDANCE WITH THE .C C
PLANS. CONTRACTOR TO SEQUENCE CONSTRUCTION OF CULVERT AND WALLS 30 0 15 30 60 F�f:
PHASE 3 EROSION CONTROL Title: EROSION CONTROL
TO ALLOW REMOVAL OF IMPERVIOUS DIKE AND RESTORATION OF BASE FLOW
SCALE: 1"=30' WORK AREA ::
AS s°°" As POSSIBLE. ` STREAM CULVERT INSTALLATION
NOTE' 1 INCH = 30 FEET .;
ANCHOR ALL PUMPS AND PIPES SECURELY `
4. HAND REMOVE OR VACCUUM ANY ACCUMMULATED SILT BEHIND IMPERVIOUS °. ::.:`.
DIKE. DEWATER ANY IMPOUNDED WATER AND REMOVE IMPERVIOUS DIKE. r ...... File #:2m55-S-EC.Dwc Date: 1D/1g/22 Project Egr. ABC
N0. BY DATE REVISION 'x:::.::.::.:.:.::..::::.::.::.:
REMOVE TEMPORARY FLEXIBLE HOSE AND ANY TEMPORARY STONE AT HOSE NOT TO SCALE 1 AEN 02/07/24 PER NCDEQ REVIEW COMMENTS = Design By. ABC
"v ..
OUTLET IF REQUIRED. • CITY OF CHARLOTTE :... � I S A A C S O Drawn By. AEN
5. STABILIZE DISTURBED AREA WITH SEED AND INSTALLATION OF COIR FIBER �� LAND DEVELOPMENT STANDARDS BYPASS PUMPING CIVIL ENGINEERING DESIGN AND SURVEYING Scale: 1"=30'
MATTING (700 GMS) PER MANUFACTURES SPECIFICATIONS. NO MATTING INCLUDES CHARLOTTE ETJ 30.22A 124 8720 RED OAK BOULEVARD, SUITE; 420
SHALL BE PLACED IN CHANNEL BOTTOM.
CHARLOTTE, N.C. 28217 C6. 12
PHONE (704) 527-3440 FAX (704) 527-8335
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-EC.DWG,C6.12,2/9/2024 12:15:29 PM,anewsome,1:1

DWG SHEET TITLE SPECIAL REQUIREMENTS AND NOTES
SITE WORK SPECIFICATIONS 30"
300.01 METHOD OF PIPE INSTALLATION - METHOD A GENERAL NOTES FOR SIGNAGE DETAILS
PART 1 GENERAL PART 2 PRODUCTS C. Excavations carried below the depths indicated, 3.06 FILLING
310.02 PARALLEL PIPE END SECTION-PRECAST CONCRETE FOR 15" TO 24" PIPE P
1.01 WORK INCLUDED 2.01 MATERIALS without specific directions, shall be backfilled to 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS, AND SCREWS
310.03 CROSS PIPE END SECTION-PRECAST CONCRETE FOR 18" TO 30" PIPE A.A Fill areas to required contours and elevations
the proper grade with suitable material and compacted MUST BE RUST PROOF. SIGNS SHALL HAVE 3/a" HOLES FOR ALIGNMENT HOLES IN
310.10 DRIVEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS A. Grade site including all necessary excavation, A. Imported fill material to be pre-approved b as specified by geotechnical engineer; all at the indicated on plans, allowing for thickness of
P P PP Y final surface base, pavement or topsoil as required. Use METAL POST MOUNT WITH 'f6" x 2-Y4" BOLTS TOP AND BOTTOM OF SIGN.
815.03 PIPE UNDERDRAIN AND BLIND DRAIN backfilling, placement and compaction of earth geotechnial engineer prior to transporting to Contractor's expense. unfrozen materials.
to finish grades or sub-grades as indicated on D. Shore, sheet and/or brace excavations as required 2. CONCRETE FOR FOOTING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
816.03 GEOCOMPOSITE SHOULDER DRAIN job site.
Grading Plan. B. Do not fill over porous, wet, or spongy sub-grade 3500 PSI.
838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS NOTE 1 B. See details and specifications for site to maintain them secure; remove shoring as the P P 9Y 9
15" THRU 48" PIPE 90' SKEW NOTE 1 E. Construction of all exterior paving and work materials to be used during construction. backfilling progresses but only when banks are safe surfaces without approval from the
838.02 CONCRETE ENDWALL AND SLUICE GATE 15" THRU 36" PIPE-90' SKEW NOTE 1 surfacing, including sidewalks, curbs, ramps, against caving. Provide shoring when required at no geotechnical engineer. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING FOR THE
838.04 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS NOTE 1 and other site amenities shown on the drawings. C. All material and workmanship requirements to be in additional cost to the owner. C. Maintain optimum moisture contents specified by o ' SYMBOL MESSAGE AND BOARDERS APPLIED TO A SHEET OF ALUMINUM BACKING
accordance with the Charlotte Mecklenburg Land Development geotechnical engineer to attain required
N1 0.080 INCH IN THICKNESS.
17"X13"THRU 71"X47" PIPE ARCH 90' SKEW NOTE 1 Standards Manual. E. Excavate where and as necessary to obtain grade 9 g q
838.05 CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE NOTE 1 F. Construction of sanitary sewer and water elevations as shown on the plans or hereinafter compaction density.
P 4. SIGN LOCATION SHOWN ON PLANS ARE APPROXIMATE AND MAY BE ADJUSTED
PART 3 EXECUTION specified. TO MEET FIELD CONDITIONS PROVIDED ADJUSTMENTS ARE DIRECTED OR APPROVED
838.06 CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 17"X13" THRU 71"X47" NOTE 1 lines indicated on Utility Plan. D. Placement of fill and testing of fill areas to be
3.01 UNFORESEEN CONDITIONS in accordance with the recommendations provide BY THE CONTRACTING OFFICER.
71"X47" ARCH PIPE NOTE 1 F. Unsuitable Soils: Within the limits of the
1.03 QUALITY ASSURANCE A. Unforeseen conditions discovered after proposed pavement areas by the geotechnical engineer.
conscientious 838.07 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS NOTE 1 Pro P
ientious investigations shall be or structural fill areas, the followin materials i+) 5. ALL SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE
40"X31" THRU 66"X51" PIPE ARCH 90'SKEW NOTE 1 A. Laboratory Testing 9
immediately brought to the attention of the Owner. Work shall be removed and replaced with acceptable 3.07 UTILITIES PLANS DETAILS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE
838.08 CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 40"X32" NOTE 1 resulting from such unforeseen conditions fill material: SPECIFICATIONS.
1. Soils and materials testing shall be provided at shall be performed as directed b the Owner. A. Sanitary sewer and water line taps to be provided
THRU 66"X51" PIPE ARCH NOTE 1 eve stage of this project. P Y
every 9 P 1 1. Topsoil by Charlotte Mecklenburg Utility Department (CMUD) 6. THE CONTRACTOR SHALL; IF REQUESTED BY THE CONTRACTING OFFICER
838.10 CONCRETE ENDWALL FOR OUTFALL 4'-6" OR 8" PIPE NOTE 1 3.02 PREPARATION 2. Peat and other organic silts personnel or a contractor approved by CMUD. REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED OR THAT ARE CONTRARY TO
838.11 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS NOTE 1 2. When tests indicate unsatisfactory results, as A. Identify required lines, levels, contours and 3. Inorganic silts and highly plastic clays that Contractor to provide a 48 hour min. notice to CMUD for taps TO THE PLANS, NO SEPARATE PAYMENT WILL BE MADE.
15" THRU 48" 90' SKEW NOTE 1 determined by geotechnical engineer and/or benchmarks. rut excessively or otherwise become unstable into existing sewer and water lines. Taps to be made under
838.14 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 17"X31" NOTE 1 structural engineer, the inadequacy shall be reworked to under traffic or construction equipment. the direct supervision and direction of CMUD 7. REFLECTORIZED PAINT SHALL BE USED ON ALL ROADWAY MARKINGS.
achieve the required standard. B. Maintain and protect existing utilities remaining 4. Any unsuitable soils as directed by personnel.
THRU 71"X47" 90' SKEW NOTE 1 P 9 9 geotechnical engineer. 8. BACK OF SIGNS AND POSTS SHALL BE PAINTED BROWN MEETING FEDERAL
838.15 BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE NOTE 1 3. Testingservices are provided as an assurance to which pass through work area. 3.07 EXTERIOR CONCRETE PAVING AND SURFACING
P STANDARD COLORS 5958 DARK BROWN 20059.
838.16 BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 17"X13" THRU NOTE 1 the Owner, and in no wayrelieve the G. Undercut and replacement of unsuitable soils shall
C. Notify respective utility companies to remove and A. Provide asphalt and concrete pavements to the GALV. METAL POST
Contractor of his responsibility for quality materials and be done on a unit price basis, at a rate to be
71"X47" PIPE ARCH NOTE 1 P Y q Y relocate utilities as required to execute the lines, grades and specifications as 9. SIGN POST SHALL BE IN ACCORDANCE WITH NORTH CAROLINA DOT STANDARD
838.17 BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40"X31" NOTE 1 workmanship required to meet this specification. work specified herein. established in the Contract for indicated on these drawings. SPECIFICATION SECTION 903 FOR 3 LBS. U SHAPE CHANNEL POSTS.
Construction.
1.04 JOB CONDITIONS B. Materials and quantities to meet the minimum o
THRU 66"X51" PIPE ARCH 90'SKEW NOTE 1
3.03 TESTING H. Proper notification of Owner and Soils specifications as indicated on these drawings. <
838.18 BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40"X31" THRU NOTE 1 A. ExistingUtilities: Contractor shall locate and Engineer/TestingLaborato for c�
Laboratory 3.08 CLEANUP
66"X51" PIPE ARCH 90' SKEW NOTE 1 flag existing underground utilities in areas A. To facilitate testing services, the Contractor confirmation shall be required before beginning o
838.20 BRICK ENDWALL FOR OUTFALL 4", 6" AND 8" PIPE NOTE 1 of work. If utilities are to remain in place, provide shall cooperate with the testing laboratory work. A. Complete the grading operations after utilities " w
838.21 REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90' SKEW NOTE 1 adequate means of support and protection during earthwork and advise the laboratory and inspectors sufficiently in are installed, site improvements �j N
838.22 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW NOTE 1 operations to avoid damage to utility. advance of operations to allow for completion of tests and I. Correct unauthorized excavation at no cost to constructed, and all materials, rubbish and debris removed j� z
for the assignment of personnel. Owner. from site. L`
838.27 REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90' SKEW NOTE 1 B. Should uncharted, or incorrect) charted, piping w
Y P P 9 B. A testing laboratory qualified in soils testing J. Compact excavation material on site; compact B. Provide temporary and permanent seeding in >
838.28 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW NOTE 1 or other utilities be encountered during 9 ry q 9 excess subsoil, not beingreused, on 0
838.33 REINFORCED CONCRETE ENDWALL FOR SINGLE 66" PIPE 90' SKEW NOTE 1 excavation, consult utilityowner and notify Owners and evaluation shall observe the site grading, accordance with the seeding specifications in m
representative immediate) or directions. Cooperate with placement of fill and the excavations and backfill for the site. these plans. Q
838.34 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW NOTE 1 P Y P site utilities and roadways. 3-1 8"
838.39 REINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW NOTE 1 Owners representative and utility companies in Y K. When wet excavation Is encountered, the excavated /
keeping respective services and facilities in area shall be dewatered and kept free of
838.40 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW NOTE 1 operation. Repair damaged utilities to satisfaction of C. Soils and material testing to be provided at all water. Provide a permanent subdrainage 3/4"
utility owner, at no additional expense to stages of construction in accordance with the system when recommended by the Soils Engineer and COLORS:
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). Owner. industry standards for construction of roadways and authorized by Owner, on a unit price basis at a rate
under the direction of the soils engineer. established in the Contract for Construction. BACKGROUND - RED
C. Provide minimum of 48 hour notice to Owner or All saturated material shall be removed. LETTERING - WHITE
representative prior to interruption of any 3.05 PROOF ROLLING BORDER - WHITE
existing utility, if being utilized. D. Material specifications indicated on these
drawings are minimum standards to be adhered A. After clearing and grubbing, stripping of topsoil
NCDOT STANDARDS 1.05 PROTECTION to by Contractor. and excavation has been accomplished, the natural
ground surfaces shall be proof rolled as directed
A. Protect all site features along perimeter of 3.04 SUBSOIL EXCAVATION by the geotechnical engineer. _ °
property to remain as well as all on-site
features indicated on drawings to be preserved. Protection A. Excavate as required to establish sub-grade to 3.06 MOISTURE CONTROL °
to be in an adequate manner with barricades, within plus or minus 0.1 feet for roadways.
fencing or warning lights as necessary. A. Moisture content of soils underlying roadways a 1'-0" DIA.
to be in accordance with the requirements CONC. FOOTING
B. Repair damage to existing features to remain at no B. Excavation shall be carried to the elevations as established by the geotechnical engineer. of ;, (TYP.)
cost to the Owner. dimensioned or indicated on the drawings. N a.: <.
Excavations shall be kept free from water while construction
DWG SHEET TITLE SPECIAL REQUIREMENTS AND NOTES C. Protect structures, utilities, sidewalks, is in progress. In the event it is necessary to remove °
838.45 NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS pavements, and other facilities from damage unsuitable material to a depth greater than
838.21 THRU 838.40 cause by settlement, lateral movement, undermining, washout specified, the Owner shall be notified.
and other hazards created by earthwork
838.51 REINFORCED BRICK ENDWALL FOR SINGLE 54 PIPE 90 SKEW operations. GALV. METAL POST S ECTI O N.
838.52 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90'SKEW
838.57 REINFORCED BRICK ENDWALL FOR SINGLE 60" PIPE 90' SKEW N.T.S.
838.58 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW NCDOT PIPE MATERIAL SELECTION GUIDE STOP SIG N
838.63 REINFORCED BRICK ENDWALL FOR SINGLE 66" PIPE 90' SKEW
838.64 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW 1 2 HDPE PIP (MUTCD R1 -1 )
RCP CSP CRAP PVC-ASTM
838.69 REINFORCED BRICK ENDWALL FOR SINGLE 72" PIPE 90' SKEW AASHTO M294 ASTM F2764
838.70 REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW (REINFORCED CONCRETE) (CORRUGATED STEEL} (CORRUGATED ALUMINUM} OR F949 NOTES
AASHTO M170 AASHTO M36 3 AASHTO M196 AASHTO M330 AASHTO
838.75 NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU 838.70 2 2A X j'2 CORRUGATION 2 % x Y2 CORRUGATION'
M304
838.80 PRECAST CONCRETE ENDWALL FOR SINGLE 12" THRU 72" PIPE 90' SKEW 4 + 4 + +
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
CLASS II CLASS III CLASS IV CLASS V IZE MIN, MAXIMUM SIZE MIN. MAXIMUM SIZE MIN. MAX.SIZE MIN, MAX,$iZE MIN. MAX. 1- RCP IS NOT ALLOWED FOR GRADES >10%
840.01 BRICK CATCH BASIN 15" THRU 54" PIPE + 4 4 ° (Go) 16 14 12 10 8 (Ga} 16 14 12 10 B 2-FOR COUNTIES LISTED IN ARTICLE 310-0 OF THE
840.02 CONCRETE CATCH BASIN 12" THRU 54" PIPE 1214; 1MAx, l20IN. 2MAX. MIN. 3MAx. MI0' 400' 12" 1.0' 204' 256' 12" 1.0' 123'155' 218' 281` 344' 12" 2.0' 20' 12" 1.0' 20' 12" 2.0' 30'N. STANDARD SPECIFICATIONS CSP IS NOT ALLOWED. 12"-6OIP HDPE OR PP SOIL-TIGHT
IN OTHER COUNTIES CSP REQUIRES AN
ACCEPTABLE COATING IN ACCORDANCE WITH
840.03 FRAME, GRATE BASIN 12" THRU 54" PIPE (FOR FILLS >40'& <SO'USE LRFD DIRECT DESIGN 15" 1.0' 162' 204' 15" 1.0' 98' 123' 174' 224' 275' 15" 2.0' 20, 15" 1.0' 20' 15" 2.0' 30' 1032-4- GROUTED MANHOLE CONNECTION
840.04 CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE METHOD.NOTE:DIRECT DESIGN METHOD RCP PIPES 3-FOR DIFFERENT CORRUGATION$AND ARCH
MUST HAVE A MINIMUM DIAMETER OF 36".) 18" 1.0' 135'*126' 178'
18" 1.0' 81' 102' 144' 187' 228' 18" 2.0' 20' 18" 1.0' 20' 18" 2.0' 30' PIPES REFER TO ROADWAY DESIGN MANUAL AND
840.05 BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE WHEN FILL HEIGHTS {NOT INCLUDING THE PAVEMENT 24" 1,0' 100` 24" 1.0' 60' 76' 108' 139' 171, 24" 2.0' 20' 24" 1.0' 20' 24" 2.0' 30' 4-MINIMUM FMANUFACTULLRHIGTIFS�MIEASURED FROM TOP
840.14 CONCRETE DROP INLET 12" THRU 30" PIPE STRUCTURE AND CURB}FOR RCP RUNNING PARALLEL OF PIPE TO SUBGRADE-
TO AN❑ UNDER CURB AND GUTTER,EXPRESSWAY GUTTER, 30" 1.0' 79' 30" 1.0' 60' 85' 111' 136' 30" 2.0' 17' 30" 1.0' 20' 30" 2.0' 30' 5-INCREASE PIPE 512E A MINIMUM ONE SIZE FOR
840.15 BRICK DROP INLET 12" THRU 30' PIPE SHOULDER BERM GUTTER AND ADJACENT TO MEDIAN 36" 1.0' S0' 71' 92' 113' 36" 2.0' 17' 36" 1.0' 2fl' 36" 2.0' 30' FUTURE MAINTENANCE AND REHABILITATION.
840.16 DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840.14 & 840.15 BARRIER ARE 1'OR LESS,SPECIFY CLASS IV RCP. 36" 1.0` 65' 83' 117' 152' 6-FOR PIPE RUNS WITH GREATER THAN 12'
'" 1.0
840.17 CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE FILL TABLES WHEN THE FILL HEIGHTS (FROM TOP OF PIPE TO 42" 1.0' 55' 70' 100' 130'160' 42 60' 78' 96' 42" 2.0' 17' 42" 1.0' 20' VERTICAL DROP TO DOWNSTREAM STRUCTURE,
PROVIDE A MEANS TO REDUCE RISK OFSUBGRA " f'
840.18 CONCRETE GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE PAVEMENT
FOR RCP RUNNING FY CLASS
V R THE 48" 1.0' 48' 61' 87' 113' 139, 48" 1.0' 52' 68' 84' 48" 2.0' 17' 48" 1.0' 20' UNINTENDED ENTRY INTO UPSTREAM END OF
PAVEMENT ARE VOL LESS,SPECIFY CLASS V RCP. PIPE.
840.19 CONCRETE GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE 54" 1.0' 54' 77' 100' 123, 54" 46
1.0' ' 50' 74` 54" 2.0' 17' 54" NA NA 7-FILL HEIGHTS SHOWN WERE CALCULATED USING
840.20 FRAMES AND WIDE SLOT FLAT GRATES SPECIFY A SINGLE CLASS OF RCP IN A SINGLE RUN 60" 10 ' " " AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
OF PIPE- 60" 50
1.0' 69' 90' 111' ' 50 62' 40 2-0' 77' 60 l.O' 20' JUSTIFY FILL HEIGHT OR DESIGN DEVIATIONS NON-SHRINKGROl1T
840.22 FRAMES AND WIDE SLOT SAG GRATES WITH STRUCTURAL DESIGN BASED ON AASHTO (SOIL-TIGHT) ''• ''
840.24 FRAMES AND NARROW SLOT SAG GRATES 66" 1.0' 8T' 100' 66" 1.0' 51' LRFD BRIDGE DESIGN OR ASTM STANDARDS. HDPE OR PP PIPE
72" 1.0' 74' 91' 72 1.0 41' SUBMIT DESIGN SEALED BY AN NC PE FOR
840.25 ANCHORAGE FOR FRAMES BRICK OR CONCRETE REVIEW & APPROVAL BY NCDOT-
840.26 BRICK GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE 78" 1.0' 81' ALL PIPES TYPES ARE SUBJECT TO THE MAXIMUM ?,
840.27 BRICK GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE 84" 1.0' 1 69' AND MINIMUM FILL HEIGHT REQUIREMENTS AS '�:':•:M K'
840.28 BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE 5 FOUND IN CHAPTER 5 OF THE ROADWAY DESIGN
L.
840.29 FRAMES AND NARROW SLOT FLAT GRATES INTERSTATE CAN BE USED USE ONLY IF PIPE SLOPE IS USE ONLY IF PIPE SLOPE IS 00 NOT USE MANUA THE APPROPRIATE CLASS OF PIPE FOR
GREATER THAN 10% GREATER THAN 10% RCP AND GAUGE THICKNESS FOR CSPoCAAP SHOULD
840.30 DRIVEWAY DROP INLET 5
BE SELECTED BASED ON FILL HEIGHT.
USE ONLY IF TRAFFIC:10000 ADT &
OPEN END PRIMARY CAN BE USED USE ONLY IF PIPE SLOPE i5 USE ONLY IF PIPE SLOPE 15 <200 DUALS & <100 SITE SPECIFIC CONDITIONS MAY LI✓ n'A PARTICULAR
CROSS PIPES GREATER THAN 10% GREATER THAN 10% MATERIAL BEYOND WHAT IS IDENTIFIED IN THE
TTST TABLE.THESE CONDITIONS INCLUDE,BUT ARE NOT
LIMITED TO,ABRASION,ENVIRONMENTAL,SOIL
SECONDARY CAN BE USED CAN BE USED CAN BE USED CAN BE USED RESISTIVITY AND PH,HIGH GROUND WATER AND
SPECIAL LOADING CONDITIONS.THE HYDRAULIC
USE ONLY AT SYSTEM INLETS & USE ONLY AT SYSTEM INLETS & DESIGN ENGINEER WILL DETERMINE IF ADDITIONAL
INTERSTATE CAN BE USED SYSTEM OUTLET IF PIPE SLOPE SYSTEM OUTLET IF PIPE SLOPE DO NOT USE RESTRICTIONS ARE NECESSARY.
IS GREATER THAN 10% IS GREATER THAN 10°/n
USE ONLY AT SYSTEM INLETS & USE ONLY AT SYSTEM INLETS & USE ONLY IF TRAFFIC<10000 ADT &
STORM DRAIN PRIMARY CAN BE USED SYSTEM OUTLET IF PIPE SLOPE SYSTEM OUTLET IF PIPE SLOPE <200 DUALS & <100 DIFFINITIONS
SYSTEMS IS GREATER THAN 10 iS GREATERTHAN 10% TTST
USE ONLY AT SYSTEM INLETS & USE ONLY AT SYSTEM INLETS &
SECONDARY CAN BE USED SYSTEM OUTLET IF PIPE SLOPE SYSTEM OUTLET IF PIPE SLOPE CAN BE USED SIDE DRAINS-STORM DRAIN PIPES RUNNING
NCDOT STANDARDS IS GREATER THAN 1 IS GREATER THAN 10% PARALLEL TO THE ROADWAY TO INCLUDE PIPES
IN THE MEDIANS,OUTSIDE DITCHES,DRIVEWAYS
USE ONLY IF PIPE SLOPE USE ONLY If PIPE SLOPE DO NOT USE AND UNDER SHOULDER BERM GUTTER ALONG
INTERSTATE CAN BE USED 15 GREATER THAN 10% IS GREATER THAN 10% OUTSIDE SHOULDERS GREATER THAN 4'WIDE,
MAY OR MAY NOT BE OPEN ENDED,1'MINIMUM
TRANSVERSE USE ONLY IF TRAFFIC<10000 ADT & COVER FOR ALL SIDE DRAIN PIPE IN ACCORDANCE "a::,•-y
USE ONLY IF PIPE SLOPE USE ONLY If PIPE SLOPE WITH STANDARD SPECIFICATIONS.
MEDIAN PIPES PRIMARY CAN BE USED IS GREATER THAN 10% IS GREATER THAN 10% �200 DUALS & �100
DWG SHEET TITLE SPECIAL REQUIREMENTS AND NOTES TTST STORM DRAIN SYSTEMS LATERAL DRAIN PIPE
840.31 CONCRETE JUNCTION BOX WITH OPTIONAL MANHOLE 12" THRU 66" PIPE UNDER CURB AND GUTTER.EXP Y
SECONDARY CAN BE USED CAN BE USED CAN BE USED CAN BE USED GUTTER AND SHOULDER BERM GUTTER (WITH
840.32 BRICK JUNCTION BOX 12" THRU 66" PIPE SHOULDERS 4'WIDE OR LESS)THAT CONNECT
840.34 TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER EENDEND.A,LSORINCLUDES CROSS TURES AND IS DRAIN PEN
840.35 TRAFFIC BEARING DROP INLET FOR CAST IRON DOUBLE FRAME AND GRATES INTERSTATE ❑O NOT USE CAN BE USED CAN BE USED CAN BE USED CONNECTING TWO OR MORE SYSTEMS OR
SYSTEM OUTLETS.ONLY PIPE WITH SMOOTH
840.36 TRAFFIC BEARING DROP INLET FOR STEEL 840.37 DOUBLE FRAME AND GRATES 6 WALL INSIDE WALLS WILL BE ALLOWED FOR NOTES:
840.37 STEEL GRATE AND FRAME SLOPE DRAINS PRIMARY DO NOT USE CAN BE USED CAN BE USED CAN BE USED STORM DRAIN SYSTEMS. SEE STANDARD DETAIL STD-201 AND TECHNICAL NOTE!&04
840.41 SPRING BOX CONCRETE OR BRICK I TRANSVERSE MEDIAN PIPES_ SHALLOW CROSS CONNECTIONS TO MANHOLES AND STRUCTURES FOR INSTALLATION
840.45 PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL) DRAIN PIPE THAT COLLECTS DRAINAGE IN RECOMMENDATIONS.
SECONDARY DO NOT USE CAN BE USED CAN BE USED CAN BE USED A MEDIAN DITCH OR CURB SECTION AND
840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE DEPOSITS IT OUTSIDE DITCHES OR NATURAL
DRAINAGE CHANNELS-MAY OR MAY NOT
840.51 BRICK MANHOLE 12" 36" PIPE BE OPEN ENDED. a RENAMED DRAWING TJR 03/10116
840.52 PRECAST MANHOLE 4', 5' AND 6' DIAMETER 12" THRU 42" PIPE INTERSTATE CAN BE USED CAN BE USED CAN BE USED CAN BE USED ALTERNATE PIPE-PIPE IN WHICH MATERIAL IS 020$6 ADS,INC.
840.53 PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE UNSPECIFIED ON THE DRAINAGE SUMMARY I REV- DESCRIPTION BY MMIDDrYY CHK'D
840.54 MANHOLE FRAME AND COVER SHEET AND DRAINAGE PLANS- ADVANCED DRAINAGE SYSTEMS, INC. {-ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS BRV
510E DRAINS PRIMARY CAN BE USED CAN BE USED CAN BE USED CAN BE USED DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORATED ANY ENGINEERING OR DESIGN -�• ynsaa
840.60 DRAINAGE STRUCTURE STEPS kiM-HIGH DENSITY POLYETHYLENE SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE NSTALLATION DETAILS 12"-60" HDPE PP SOIL-TIGHT 4640 TRUEMAN BLVD .-
840.71 CONCRETE PAVED DITCHES PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, THE DESIGN ENGINEER SHALL HILLIARD.OHIO 43M6
SECONDARY CAN BE USED CAN BE USED CAN BE USED CAN BE USED GRT]UTBII ]� CONNgCiION
840.72 PIPE COLLAR E£- POLYPROPYLENE Printed REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS ��` NTS
9262019 PROVIDED HEREIN MEETS OR EXCEEDS THE APPIACABLF NATIONAL. STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE .ovwrtn oaurwr.�sx�i.s.irr..
850.01 CONCRETE PAVED DITCHES Revised 09/242019 DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. 0 RAW NG NUMBER- STD-202 "R I OF 1
852.04 METHODS FOR PLACEMENT OF DROP INLETS IN GRASSED MEDIAN (USING V-6" CURB AND GUTTER)
852.05 MEDIAN CURB FOR CATCH BASIN FOR USE WITH V-6" CURB AND GUTTER
852.06 METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
876.01 RIP RAP IN CHANNELS
876.03 DRAINAGE DITCHES WITH CLASS "A" RIP RAP `��1t11111►/7// `��r,f 111 ll�/77
876.04 DRAINAGE DITCHES WITH CLASS "B" RIP RAP �NN` CAR � �� ``,, CAp
310.01 1998 DRAWINGS CONCRETE FLARED END SECTION f ����`Q4�NFESS/O4/ti'j�� �•'•••••••ROC�I��'
BACK; LL �;'QQ'� �:• THE ISAACS•'•9 �Wo
411N.CDYEn FUFt �{� / ?A n-FCOYER FOR SEAL < •: GROUP, P.C.
I_b1ENI,1 \`i �� F_LX16L_ AVEMEN1,H; _ = n ; ENGINEERING &
Acceptable ' - Compaction026462 -rT1 ;LAND SURVEYING; =
N0. C-1069
Sail Classifications Minimum �ii �y �INE�; �P ����••'•..••�•�•••...••'��
B:.tN:FILi ASTM ASTM AASHTO Standard
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Description D2321 D24$7 M43 Density% Digitally signed by
Graded or crushed, Class 1 - 5 Dumped
5PR!NGLINE Anthony B. Cowan
crushed stone,gravel 56
aAl.NCH Well-graded sand, Class 11 Gw 57 8596 P.E.
eil gravels andgravel/sand GP 6 Date- 2024.02.09 Project: C
4' •6 HLDOING mixtures:poody graded SW 13-09-55-05'00' M C B R I D E SUBDIVISION
sand,gravels and SP , HEMBY BRIDGE, NORTH CAROLINA
gravel sand mixtures; ® �`
SUIIABLC FDUNVAI ION little or no fines Title:
NCDOT STANDARDS silty or clayey gravels, Class III GM Gavel gay �0 DETAILS AND SPECIFICATIONS
gravellsand/silt or GC and sand Know what's below.
FILL AS SPECIFIED BY 11_H- = 17 FOR PIPE MAMETERS UP TO 48' gravel and clay SM (t10% NO. BY DATE REVISION File #:20155-S-DET,Dwc Date: 10/19/22 Project Egr. ABC
2a'FOR PIPE DIAMETERS 5a•►sr,ac>a - Call before you di �
DESIGN ENGINEER mixtures;Silty or SC fines) g' 1 ABC 01/02/24 PER 2ND REVIEW COMMENTS LLJ � Design By: ABC
8. NOTE: DOUBLE CATCH BASINS SHALL BE SINGLE STRUCTURE NCDOT STE. 840.46 WITH MIN. INSIDE DIMENSION OF 4'X7' THE EXISTING UTILITIES SHOWN ARE APPROXIMATE ISAACS
SCRUCTURAL BACKF ILL TOTAL MINIMUM COVER INCLUDES 6•{� clayey sands,sand/clay ONLY AND SHOULD NOT BE RELIED UPON AS THE
!COMPACTED CLASS I, or sand/silt mixtures EXACT LOCATION OR A COMPLETE INVENTORY O Drawn By: AEN
$TRIi�IURAL BACKFILL ADWE THE PIPE I I WHEN PERFORMING SITE EXCAVATION.PRIOR TO CIVIL ENGINEERING DESIGN AND SURVEYING (_-
I, DR III MATERIAL) CROWN AND THE FINAL FILL COMMENCEMENT OF ANY EXCAVATION,CONTACT -0 Scale: N.T.S.
' Layer heights should not exceed 1/2 the pipe diameter.layer hefght5 may also treed 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
To he reduced to accommodare campadfan method. VERIFY THE LOCATIONS AND EXISTENCE OF 8720 RED OAK BOULEVARD, SUITE 420
EXISTING UTILITIES. CHARLOTTE, N.C. 28217 C7. 0
PHONE [phone] FAX [phone]
777
c ive ProjectsURB Uroup\Hemby bridge LIM opmen ngineering esign rawings urren - - wg, cowan,

v m BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1�" +1- Va" THICK. 0 v m 0 v m E GENERAL NOTES: O
SEE STD.NO. 840.03 t t O -0 „ t t O -0 CHAMFER ALL EXPOSED CORNERS 1".
H O
r--r X USE CLASS "B" CONCRETE THROUGHOUT. } r--r } t--t A }
Q TOP ELEVATION F- Q- 2 F- C 8" 8" E USE CLASS "B" CONCRETE THROUGHOUT.
fig'" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q DETAIL SHOWING TYPES OF GRATES ' " Q OPTIONAL MANHOLE HQ
or, Q r� Z 2 -11 Q 1-4 z
M O O p DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. Z H x U Cl)0 0 USE ACCORDING TO WATER FLOW. 11/2 Z I-x U (n O O Y 8" `. USE 94 BAR DOWELS AT 12" CENTERS. Z =
D r--I USE #4 BAR DOWELS AT 12" CENTERS. t--t (,'} - D r--I MCl) t--t C'3 D t--t M MORTAR JOINTS It" # 1�° THICK. f-t CD U
Tr-o m-1 Y Y PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W J rL t--t Z m o � B Ll-J a-"Z m O I LL J 0 Fi
Z x Z x Z x CONCAVE TOO ALL EXPOSED JOINTS. a Z
t--t D A ___ - - ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O O p x H D O O p x H D _ -{-__ O O
G)O n GD USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Z LL ^ >7 O C7 rr rr rr rr rr rr Z ,!7 p C7 X X USE FORMS TO CONSTRUCT THE BOTTOM SLAB. coZ
=�1Dym B QQ x xmDDm TYPE G TYPE E TYPE F A A rr� tr WQQWx xm>Dm D = D wQQLL=
.- z USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS 0 Ir 0 C! ,. 2M _ 1 I ()�$ H 0 Ir 0 C� Z __ /(]- '1 \� _ Q M / /(1 ,�,'� \ I JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" H U O(fir
=O 0 O ---- 8" 8" x OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q I--I =O 0 O Q I--I =O 0 O ( I CO = m ti I I SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. Q H
MI MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX ADD TO SLAB ~x Z W Z r--r� O O O 0 Z W Z t--t� �( � mop E � H x Z W
p r ' CO F-W O J p r COO F-W O J p r F LL FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN G7 H W O J
' G) r r n p AS SHOWN ON STD. NO. 840.00. t--r O r i
=ram. D MIN, FOR 8'-0" IN HEIGHT OR LESS, USE B" WALL. OVER 8'-0" IN HEIGHT, USE O O N< C7= Z - T- „ 0 O N Q n x Z -- \ ��// - LL < - HEIGHT, USE 12" WALL TO W-O" FROM TOP OF WALL, AND 8" WALL p Q
D rack
•,• 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z � DD v ->• WATER FLOW - SAG E WATER FLOW �- I 9/$ z r-ID vJ amp FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES z ."W-O". QUANTITIES TO BE ADJUSTED ACCORDINGLY. D r D ACCORDINGLY. LU
CR PLAN X CONSTRUCT WITH PIPE CROWNS MATCHING. O -- ----- -- ----- ---------- ----- -- ----- (/3'-' - IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,tW tW Z 8"" �� 3ADD TO BASE AS SHOWN ON STANDARD N0. 840.00. r SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". ❑ � 11/tz ❑ 3"
io TOP ELEVATION ro io B 1 " C
DRAWING NOT TO SCALE. Y PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
PLAN SEE STANDARD 840.54 04 BARS "A" 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
SPACED 6"
„ rr FOR MANHOLE COVER & FRAME C. TO C. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
____ ____ FRAME GRATE AND HOOD TOP ELEVATION 11/2 5/$ OPTIONAL TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
�� SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 SECTION B-B BRICK MAY BE USED TO HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
STEPS STD. NO. 840.66 ADJUST FRAME & COVER
8" 8" TO SURFACE ELEVATION MAX 1 RE FROM TOP OF BOTTOM SLAB TO
MIN. A MIN. - -- - - - -- TI -----------------------------•------- 1a,r 21 I Z
''4 ' MAX. DEPTH OF THIS STRUCTU
tt rr 6" TOP ELEVATION IS 12 FEET.
x o TOP ELEVATION 0 -n 0 ~ m HEADER
M I A 0 x W z WATER FLOW - SAG E WATER FLOW p O CO Z o• COURSES 0
W H .o. . .._ . I s E B E LL Z Cl) 17 SECTION A-A LL = m III H _ #4 BAR LL x W
x I"� OUTLET PIPE N_
ap (� v ;o :•v ::o ..•v. 21 zl CD �..I m o z f•I o z
_ G x ~ N 0 = TYPE "F" TYPE "E" TYPE "G" TYPE - E ! _ c m = a
r "r I'N m a z Z V O A I t J6- E OR F 111" Q Q O-
w mz SECTION Y-Y 6 w Q 7C cn oZ
cc
D YIN. D all MIN. D all
N cc d CO D 9 RAISED rFLOW ARROW „ ❑ _ ` D INLET PIPE o, I B + 16" _ SECTION 6" � ❑ N
x C cc
Z RISER HT. _ = D Z Q' �g HIGH 23/4 "cc 7D I-I C Z 6" J co
a O VARIES ❑ V 0 z M 0 RAISED FLOW ARROW 2�" CoQ c o DOWEL Q co
�-I ❑ v OUTLET ELEVATION C-C OR D-D ❑
CAD Doll- 0RID 1 rr °CWo z I SECTION X-X °Cvz
(� 6"MIN. •a. -'.v,•e7 • .,v':° :v:: Q y x /g HIGH O a c Q Z O D 0 M Q Z p �
❑ Q > y v ❑ O r O DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES ❑ = 0
_ z V x " o t z Q. Q SEE STANDARD 840.54 z
SECTION J-J 6"YIN. ".S v v Q - �_ Q I"I v FOR MANHOLE COVER & FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TDP SLAB CUBIC YARDS Q ' x
� v � 8" Q � � DEDUCTIONS FOR ONE
MIN. WHERE W'TO 36'PIPE IS USED rr r- (- O �+ O DIMENSIONS PIPE CU.YDS. d
H > N 1 r r PIPE SPAN WIDTH HEIGHT FRS CONC. BRICK MASONRY CO
W D E SECTION M-M 3'r SEE NOTE O <V D Z D 1 rr = 1/2 CO z Z D BRICK MAY BE USED TO CO Y 0
Ill a Z 2 co Z I I Z � TOP & MIN. WALL PER
WHERE 42"TO 54"PIPE IS USED r r _ ADJUST FRAME & COVER =
H x H cA i,� O x F-I , D A B H NO. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. V N
I-•I RISER HT. VNiERE30"T03G'PIPEISUSED N = 0 z tf'r a O 1 rr (t) W W PPI p W Z 6" TO SURFACE ELEVATION MAX. 1 CU. YD. CU. YD CU. YD.
Z VARIES E I J m = O rr /$ J m O 0 14r" X 8" EXP. JOINT 12" 2'-0" 2'-0" 2'-3" 12 W-1" 3'-4" 3'-4" 0.412 0.591 0.263 0.020 0.032 J
-n I J 0 W 0 -n A O iy'�„ - 9 13/4 0 O " 1I o• 15" 2'-0" 2'-0" 2'-6" 12 3'-1" 3'-4" 3'-4" 0.412 0.657 0.263 0.031 O.G47 (} m
B z D O o V. rt 1' L r, z O
70 I M __ _ M W C0 1 rr rr I 1/$ 1� R 1 rr W � o ,r 9„ 18 2-4 2-4 2-9 14 3-5 3-8 3-8 0.498 0.814 0.296 0.044 0.065 W
I ' H n r n , n , r n r r r
q�
I I A z ,- „ yl 1 3, F� T r rr /$ = -3" 4'-4' 4-4' 0.895 1.178 0.382 0.078 0.113
-� all LL I d I 2 1 1 2 -113/4 i/ 6" x 30" 3'-4" 3'-4" 3'-9" 16 4'-5" 4'-B" 4'-B" 0.807 1.481 0.395 0.122 0.170
I LL I m _ _ /2r� 11'2" 36" 4'-0" 4'-0" 4'-3" 20 W-1" 5'-4" 5'-4" 1.053 1.959 0.461 0.176 0.238
I I 'I /1 B n r n n - r n r n r
rrmffm1 42 4-8 4'-8 4'-9 22 5-9 6-0 6-O" 1.333 2.503 0.527 0.240 0.323
r_ �. t
�. n r n , , n r n r
13/4 SECTION A-A 7 rr 48 5-4 5-4" 5-3" 26 6-5 6-8 6-8" 1.848 2.940 0.580 0.313 0.422
VVHERE42"T054"PIPE IS USED /$ 6" 3" p�L 54" 5'-10" 5'-10" 5'-9" 28 6'-11" 7'-2" 7'-2" 1.902 9.502 0.B09 0.396 0.535
SHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET 2 OF 2 TYPE F SECTION Y-Y 6'-3" 30 7'-7" 7' 10" 7'-10" 2.272 4.113 0.658 0.489 0.860
TYPE G L! SECTION A-A SHEET 2 OF 2 SHEET 1 OF 1 B8"' V-1" V-1" 6'-9" 32 8'-2" 8'-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 SHEET 1 OF 1
840.01 OF RISER CONSTRUCTION PLAN PLAN 840.01 840.03 T 840.03 840.32 840.32
�M S� "co vm GENERAL NOTES: 00 MANHOLE GENERAL NOTES:
EXPANSION JOINT } r--r f-r
�. Z QQ C� Y+� MORTAR JOINTS �" +/- �" THICK. H} RING AND COVER
M O O 0 8" E� 4`-6" 4'-s" Z F-= r"t Z uSE CLASS "B" CONCRETE THROUGHOUT. Q Q M Y G / 1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
DI--I x I n „ N C'SV DHO USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z x0 OPENING ON 4" CONCRETE 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
m Z T= #4 BARS "V" 6 6 STD. 840.O3 FRAME 0 O =Z m o TI� 1 USE #4 BAR DOWELS AT 12" CENTERS. LL J tO-t z ALL 4 SIDES DES COVER 3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
O�n� @EQUAL SPACES 1 W, 11�„ GRATE & HOOD W¢Z LL ^ "Z�_ O O x BE NECESSARY BY THE ENGINEER.
x-n z D m 3„ { X X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. O ^ _ 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
M x 0 ' I \ H 0�o C x-n D y m PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" �U Q LL x 4" V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH CONCORD STDS.
Q � I-I z ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. C3
H x Z Q )( �� 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
Z O 0 �� i / CO LL O J Z fZ-r _ -- --- 1 --- USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS x~Z W VAR. MIN. 6" 6. JUMBO BRICK WILL BE PERMITTED.
n _ m O�-r Q 0 0,--, OF SECTION 840 OF THE STANDARD SPECIFICATIONS. CO F- L O J f f
D R co w R co w 6r_or, 0 CO I= C7=x z CC O t--r Q 8.r $ 7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
' Z F-I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Z U) WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING C-0".
H 100y)
PLAN H - DAS SHOWN ON STD. N0. 840.00. 8. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
(n WOO " LLCURB AND GUTTERvmTH CATCH BASIN ON STEEP GRADES w❑ " I FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE r-I H1 9. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
12" WALL TO 6'-0" FROM TOP OF WALL AND B" WALL FOR THE REMAINING ❑°0 00 ❑ Z W-O". QUANTITIES TO BE ADJUSTED ACCORDINGLY. ' W INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
a a v C1 FJ
TOP ELEVATION LJ L-� I 10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
fl
ak w EXPANSION JOINT 6r, Y- CONSTRUCT WITH PIPE CROWNS MATCHING. ��� ����
M m �' USE ON FLAT GRADES 2% AND UNDER DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO ZIE: OR STONE ON BACK SIDE.
_ _ PLAN TRAFFIC. INLET PIPE Y 11. THIS CATCH BASIN IS NOT TO BE USED WITHIN STREET RIGHT OF WAY
WITH COPING REMOVED CHAMFER ALL EXPOSED CORNERS 1". ° 6" UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER.
S n
EXPANSION JOINT 3-o co 3-�-0",-I DEPRESSED GUTTER LINE 17L/"�N
( DRAWING NOT TO SCALE.
PLAN OF TOP SLAB SECTION S-S �- "1 3-0
BRICK COPING (INCIDENTAL) DIMENSIONS OF
M x REINFORCING COVER
z ELEVATION p m TOP ELEVATIIXJ � SECTION Y-Y BOX AND PIPE
0 NORMAL CURB AND GUTTER ON LIGHT GRADES W z STD. 840.16 - O F DIMENSION
+� FRAME AND GRATE v LL PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL
W Ire Z r 4" CONCRETE
1W1 = TOP ELEVATION NORMAL GUTTER LINE z N I1 (D COVER D A B H(MIN.) N0. LENGTH N0. LENGTH LBS, F G
(n Z W W 15" 3'-6" 2'-3" 2'-7" 2 3'-4" 7 4'-7" 26 4'-10' 3'-7"
n O 8" E #8 "W" BARS " � Q W N I"I .
#4 BAR 8 EXPANSION JOINT 8" A 8" t"t
N � � m a C'� (n 8" B 8" Q Z fa-I 18" 4'-0" 2'-8" 2"-11" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
OPENING 6"
y #a BARS "v" g" USE ON GRADES OVER 2% ❑ a D cc F•I 24" 4'-0" 2'-8" 3'-5" 2 3'-9" 8 5'-1" 33 5'-4" 4'-0"
C Zv @3 EQUAL SPACES - a --_ -- _ - = x x ❑
A 30" 4'-0" 3'-6" 3'-11" 2 4'-7" 9 5'-1" 37 5'-4"4'-10"
10" MAX s'-o" cc H O c D I I ooc O �� 8 g" SLAB TYPE CATCH BASIN 36" 4'-0" 3'-6" 4'-6" 2 4'-7" 9 5'-1" 37 5'-4"4'-10"
al (� v EXPANSION JOINT , „ a W 0 SEE NOTE Q❑ D 1 F ,�
= v #4 BARS "U" 11�„ g'r 1 0 z V = O v 0I 0 = I J TH R U 48 PIPE 42" 4'-0" 3'-6" 4'-11" 2 4'-7" 9 5'-1" 37 -4"4'-10"
DEPRESSED GUTTER LINE
Q F- = v - #4 BAR z x 48" 4'-6" 4'-0" 5"-5" 2 5'-1" 10 5'-7" 45 5'-10'
pp D ELEVATION � Y N N x H Y ~
R1 a g SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES V r- H Z D m� O V x 6"
3" MAX. PIPE TNI8 BIDE - 18" N N CM
N z CO a~c m m z SECTION X-X SECTION Y-Y x
CO
Z o MINIMM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* J SECTION X-X
-1 DIMENSIONS OF BOX AND PIPE TOP SLAB W.YDS. CONIC. IN BOX BRICK MASONRY DEDUCTIONS �r J
0 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BIIcK NSNA. TOTAL ONE PIPE z -1 gn (� MINIMUM WEIGHT
D A B C G H E F NO. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB CONIC. IN BALLS MCONCAMT C.M. R.C. W CK AND O DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) Z
12" 3'-0" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042 DIMENSIONS OF BOX & PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR I11 RING 96 LBS
15" 3'-O" 2'-2" W-O" 0.281 0.281 0.963 1.244 0.031 0.047 PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE DOWEL COVER 86 LBS
18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 BOTTOM WALL PER TOTAL BRICK
24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 D A B H SLAB FOOT HT. MASONRY FOR C.S. R.C.
MIN. HEIGHT, H
30" 3'-0" 2'-2" W-4" 4'-3" V-2" 4'-4" 4 V-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184 12" 3'-0" 2'-0" 2'-0" 0.268 0.313 0.522 0.020 0.032
36" 3'-0" 2'-2" W-10" 4'-9" V-8" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261 15" 2'-3" 0.268 0.313 0.600 0.031 0.047
42" W-O" 2'-2" 4'-5" 5'-3" V-5" W-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371 18" 2r-6r' 0.268 0.313 0.678 0.044 0.065
48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-6" 4 V-6" 4 3'-3" 3 3`-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477
SHEET 2 OF 2 54" W-O" 2`-2" 5'-7" 6'-3" 2'-7" W-6" 4 3'-0r' 6 3'-3" 3 W-3"' 47 0.211 24" 3'-q" 0.268 0.313 0.835 0.078 0.113 2'-4" DIA
,
0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2 "r r "r , n r „ 1'-11-3/8' DIA.
SHEET 1 OF 1 30 3'-0" 2'-0- 3-6 0.288 0.819 0.991 0.122 0.170 SHEET/�1 OF 1 p0
840.01 - RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.D1 $40■ 15 840■ 15 1-1/8" M 2-1/8" - V-11" DIA.
M 0 v Z \\\\
v� 00 vm 003
00 ,
Z 43" NOTE: USE TYPE "E", "F" AND "G" GRATE - ," Q Q C �1�2�r 3'-6" Q 4
x 0 UNLESS OTHERWISE NOTED. r� P � �4 P Z H= x r� Z „ e 11/2" Q Q I RADIUS
rl-1=�0o N �� W"-.,0 . DHp� 1 DEPRESSION m i u it rr z�xv "� 1/2" DIA.
mo �� o_ z roT1�(n t n r n �� �� LLJ0 \
ozc0 B �� r o°czx ^ "z-=D 1 -7�g 1 -7�$ r r►H F�1 oO�xz 1'-10-3/8" DIA.�I
;z=1 21t" 21/g" QV�pH x�Z�m O I �� n E I E �VaQCOCx� A A 2'-3/8" DIA.
z��r- _ N N c�j�F- LZOJ zH��= N ��- O _� CID �- I -� ��~DW DIAMOND PATTERN SECTION A-A
nx�Z oo - SECTION - LL SECTION - Mir �ON� n=�z c� o �� -_---�-_-- x0'-'Q
• D v M A A ALIGN FRAME WITH INSIDE 1%11 Z H y�D N 0 N I Z H
(A 00 o o EDGE OF WALL TO ALLOW :•, - .po W❑ �f r I 0 I a H
Z FOR VERTICAL ADJUSTMENT ;o• 1 rr �T� I ' ❑ Z I O
O 421
WALL SECTION °.'o CV ❑
0o T �- T SECTION G-G H Fri MANHOLE RING AND COVER
a o
SECTION - BB T r
SECTITON - PP SECTION - NN o PLAN OF FRAME L0 PLAN VIEW FOR SLAB TYPE CATCH BASIN
B 1 r-75/$rr 1'-7%" CAST IRON r
PLAN - - z � W N
`� �" �� oat mom PLAN OF GRATING
7D M Z FRAME, & HOOD ASS Y cv
r „ ,r ", �� 11 L` O m 0 2'-31/4 it CAST IRON = Q
M Al 6 2'-0 6 _ - C7 = Fi H C'3
z = x Z C7
O" _ - H 0 U r 2 H 0 r
z 0 CZ) 3r o" W = - 1 u DQC a U v M O 1 rr n n rr QM 3; Z O
D p K K a a to
a 1 " ❑ "= p 7I Z /$n r 1/$rr 1�$r ❑ W cc O ♦♦���:II CA 1������� ♦♦�```IIICAI1111
z N 1 1 O ♦ R i ♦ i
D Al z L M a Q o 7o x 3 -3 1 2 -3/4 1 ❑ (� ♦♦♦�'�N ESS OC�'L�i ♦O��N•••
y v SECTION AA ❑ I-- Z I v 1 tr 2 n r tr r 3 tt Q = � ``�O •gyp ...../O4,•4 -7
•••
♦ • • ♦ • ••
❑ THE ISAACS
v p Q (n m v is �8,r �an 1/$rr 1/arr z 1L ❑ Q 9�•: GROUP, P.C.
D L M '� (n Z " , „ " r,r /r " (n I J _ 026462 • _ :LAND SURVEYING;
c� Z > °D 7rr co O Cl) CO x I I I - SEAL i - ; ENGINEERING & ;
W z aJ FRAME PLAN SECTION - JJ LLJ p Z SECTION �"�- �"� I 3 -2 2 -211 x J (� :•
= L� " _ " IL 3r-07/g„ 5% O fN-I Z = ��2 •••FN E�••• � ^:N0. C-1069•��``
(p 1l 1 n ` 11 i..O I 1 211 �r J I • •• •• `a ♦ I l"••• •• s• •Q�
O = = R 3" R z I Z p 1 u - rr z �� Y B. �♦`♦ ''iT OF AU 0♦♦
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co
„ r r" rr rr LL_ O
3 s 3?-Or, s" �3W 1�2" O� "" r -I o vi c Digitally signed by
3'-s" 2'-s" o { Anthony B. Cowan, P.E.
SECTION - KK r� „ 1N. `� L` 0JC Date: 2024.02.09
2'-117-2 4� SECTION E- E SECTION F- F SHEET 1 OF 1 13:09:30-05'00'
SHEET 1 OF 2 R SHEET 1 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03
40■03 SHEET 1 OF 1
840. 16 840. 16
Project:
McBRIDE SUBDIVISION
® HEMBY BRIDGE, NORTH CAROLINA
% Title:
Know whatisbelow. ,��� DETAILS AND SPECIFICATIONS
Call before you dig. NO. BY DATE REVISION '�� File #:20ss-S-DETDuuc Date: 10/19/22 Project Egr: ABC
THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
ONLY AND SHOULD NOT BE RELIED UPON AS THE 1 ABC 01 02 24 PER 2ND REVIEW COMMENTS Design B ABC
EXACT LOCATION OR A COMPLETE INVENTORY / / � = I S A A C S Desl y:
WHEN PERFORMING SITE EXCAVATION.PRIOR TO O Drawn By: AEN
811 RAPRI ATOFANYEXCAVATION,CONTACT CIVIL ENGINEERING DESIGN AND SURVEYING
811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO -0 Scale: N.T.S.
VERIFY THE LOCATIONS AND EXISTENCE OF
EXISTING UTILITIES. 8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C7. 1
PHONE [phone] FAX [phone]
PAActive Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-DET.dwg,C7.1,2/9/2024 10:22:19 AM,bcowan,1:1

---------------------------------------------------.
ALTERNATE WALL TABLE OF DIMENSIONS
25" RADIUS
6 1/2" CONFIGURATION D T A B C E L WT.
- M 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730 •
Non-wauc SURFACE 18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 1190 •
.Vflk'-WAllc y[IxFACF. � �.
r• n 1
2'-0" VALLEY GUTTER 1a° RADIUS °
. . w 24" 3" 10" 3'-8 2,-6 4'-0 6'-2" 1770 1
. . . : . � •._�._��'�- �. � °,c x uCONCRE78 tuna 30" 3-1/2" 1'-0" 4'-6 1�-8�� 2380
5�-0 6'-2
s•,n-CONCAM curs - 36" 4" V-3" 5'-3" 2'-1 1" 6'-0" 8'-2 5320
"
usracrnerrl wARNrNc
LETSCTA3IE wj"G '„ �- suRsucs ssR xs.wY-aracs � ,n_,. 2'-Q" 42" 4-1/2" V-9" 5'-3" 2'-11' 6'-6" 8'-2" 5920 Know what's below.
S'URFAt;S SEli SSyh'-X.S - - _ '- - .. - - ..
�.� ^� 48" 5" 2'-0 6'-0 2,-2 7 0 g _2" 7470 Call before you dig.
-� ..
. . 54" -1 2'-3" 5'-6" 2'-10 7'-6" 8'-4" 8810
I 5 /2°
LAND•54G W7�777 l.. . r LAA'DING R'm17i -•y`' ��. '�.� . . . , . . . OHE NLY ANDINH UTILITIES LD NT BE RELIED ARE
P PN AO TIH
' ' - - - - -
YALM. �:f� 60" 6 2' 6" 5' 0" 3' 3" 8' 0" 8' 3" 1 1 180 o s ou o IT u o APPROXIMATE
5•AUV. ' • ' �,�'. x - - 1/2" RADIUS G B EXACT LOCATION OR COMPLETE INVENTORY
���•'��!mil. , , ', _ `�•� ��'mll , , � �, � 66" 6 1/2" 3' 0" 6' 0" 2' 3" 8' 6" 8' 3" 12530 WHEN PERFORMING SITE EXCAVATION.PRIOR TO
r�•CL9W currarr r r, 3' RADIUS L = LENGTH ]2" ]" 3'-0" 6'-6" 1'-9" 9'-O" H'-3" COMMENCEMENT OF ANY EXCAVATION,CONTACT
d F6"CURB E, OU77EN ��� . 1 3980 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
VERIFY THE LOCATIONS AND EXISTENCE OF
TYPE 1 B
1/8" RADIUS PLAN
EXISTING UTILITIES.
sine wArx wrrnY V-6" MEDIAN CURB AND GUTTER
TYPE1 A - SIDEWALK WYa�[ 5 A,I•k• N
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND 3.1 S�0
° - GENERAL NOTES:
Ac 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
e .u coxcvera culls �1'-6" Q
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
-HIMOF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASH M1 TABLE WALL
1/2" RADIUS �6„ 2'_0�� � - TO 70, T B E 2, B.
... . . . . ..... . . . .. .... . � nsrscrAaLs wARxINc 3" RADIUS �
SURFACE SPF LE AN.818.RS 3 ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
1.0 °° 1/8" RADIUS SECTION I 1'-6"I
o 000eF' I `I v„ ems,. ,• ° - 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
' ` 9 "'s STANDARD 2'-6" CURB AND GUTTER ,° a SEE STD. 20.23 AND 20.24 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
.. •.'x u'ou 4ka�a.C[Ara.. SLOPE,unO +1W% °°o❑ °a a °
�nEWALK
swry O.�I vO9q ° 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
r 2' 6„ :_11
cw¢
- ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
I -� ��_� NOT TO SCALE I4„ 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
TYPE 1 Modified ILSPREGUrEGPIODE CURB AND GUTTER �Tr E IT _
s& vrr�¢ BR�R MIN
83.3S (1Irl)MAN SLOPH
TYPE 1
fIxIJ MA C RAMP SLOPE ......,� .a. .. END VIEW
�2 CRASS SCOPE. ZOS% `o;{i CONTRACT 87AROARGB
AND o�EliB RENTM UNIT FLARED END SECTION NOT To SCALE
_�sll l ,._ O}}ice aID40]-®9F,p FM DOI-25U-4110
CURB RAMPS REQUIRE A f!'-0y MRYfMUM LANDING ` WWI _ S
R7TH A MAXIMUM CRASS NS PE AND LONGTI'NGNAL SLOPE \t.r[ Cu�B �' �s
OF Z.99% Wf�JtE PEDESTRIANS PP.RFOR.H 77JRH3NG MANEiJVERS. �,•'•.._._..,.
SLOPE TO MAP.' M GURB. PAY LIMITS FOR 1 CURB RAMP Directional. Ramps MIN. 6" FREEBOARD 12" THRU 72" PIPE
FIED BY:-
_
Op I[iI By�J.S. N�XER DATE!
ATE: 777/11_ _
RF-FFR TO ROADWAY STA AIDARO LIRA WING NUMRF I°
R 8/8.95 SHEET 3 OF 3 FOR ALL RAMP NOTES YOOIMO DATE!
•+- FILE 1'ECY• GATE. III Q DESIGN STORM WSEL
3
w
- III
11�=III=III
� 10'-0" MAX. 10'-0" MAX.
�
* 3'-6" MIN. * 3'-6" MIN.
NOTES: c0 \(DNA TOP OF BERM CONTOUR
SHOW AND LABEL ON PLAN
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL 0000000000000000
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE 0000000000000000
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLAN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER NOTE:
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED * TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
INTO PLACE.
AT A DRAINAGE INLET ONLY.
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95% STANDARD PROCTOR.
3. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. CATCH BASIN FRAME NOT TO SCALE
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. IN VALLEY GUTTER
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
�O
b <C> � JOINT SEALER 1/8" RADIUS (TYPICAL)
;IIIIII- �oeP�oP, -III NOT TO SCALE
c,
SURFACE OF GUTTER °
_ GRADING AT DROP INLET
°
OUTSIDE DIAMETER
-111 =111-
IIIII IIIIIII
IIIIII IIIIi ,/8„ GENERAL NOTES: JOINT FILLER
1=1 IF
II VARIES y 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED TRANSVERSE EXPANSION JOINT
(15" MIN) IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
` EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO NOTES:
24" 24"
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
PIPE SHALL BE PLACED 4" REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
ON SUITABLE MATERIAL 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
a 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
TRENCH DETAIL NOT TO SCALE 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
4 WI AHMOF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
FOR STORM DRAIN GROOVE JOINT IN SIDEWALK
5 SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
.
1/8" RADIUS STREETS. 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
L = 10 FEET IN LONGITUDINAL SECTION 1/8" To 1/4" 7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
~ WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
�p L/4 L/4 L L/4 L/4 L NOT TO SCALE
z 4,
CONCRETE CONTRACTION JOINT
Q
N ¢ > d
Q Q O I
z A B C 1/2" EXPANSION JOINT
11[n c m N BACK OF CURB
JOINT FILLER o U
io 1/2" Yf Cnn
N FACE OF CURB TRANSVERSE EXPANSION PROPOSED CURB & GUTTER
A B C JOINT N SIDEWALK PROPOSED 4" CONCRETE SIDEWALK ♦♦♦� N CARp���ii ♦♦♦����N tCA/�����I,
LIP OF GUTTER/EOP APPROVED DATE: 02 2007 ��♦ o * FESSio .,'L •-� ��♦ O:•• •.,ti --�
2„ PLAN VIEW DETAILS SHOWING EXPANSION JOINTS ` ♦♦ ••• •••• •• � ` ♦♦ ••••••••••••
�:�Q �q� �: THE ISAACS
FOR CONCRETE SIDEWALK = SEAL = _ GROUP, P.C. _
ENGINEERING &
•. 026462 m LAND SURVEYING
NO. C-1069
N �8 3/4 NOT TO SCALE ��� ':FNCINEE�� P '' A
a� CONCRETE S D E WA�K S -,,,�,y . .. o�♦♦` ',,cqT... .•�o��♦,,♦
2'-4 1/2"- 2_3" �-2'-1 1/2"
Digitally signed by
SECTION A-A SECTION B-B SECTION C-C 6T Anthony Cowan, P.E.
�'�--- Date: 2024.02.09
NOTES: 13:09:03-05'00'
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
Project:
CURB TRANSITION NOT TO SCALE
McBRIDE SUBDIVISION
2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER HEMBY BRIDGE, NORTH CAROLINA
Title:
, ���� DETAILS AND SPECIFICATIONS
NO. BY DATE REVISION File #:20155-S-DEEDwc Date: 10/19/22 Project Egr. ABC
1 ABC 01 02 24 PER 2ND REVIEW COMMENTS LLJ 0 Design B ABC
ISAACS o Drawn By AEN
CIVIL ENGINEERING DESIGN AND SURVEYING C
0 Scale: N.T.S.
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C7.2
PHONE [phone] FAX [phone]
cive role s roup em y bridge Uevellopmen ngineering esign rawings urren - - wg, , cowan,

NOTES: W2 STEEL POST 6' MAX. STEEL POST Hcn
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION Q
TO BE DESIGNED BY THE ENGINEER. z I.- •
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR Cr
Q�a z 1
RIPRAP APRON DESIGN STANDARDS.
z FILTER FABRIC w<<IL=
w 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE I-c��O(o
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END �v Q_ rw
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF / WOVEN FILTER FABRIC J_ TRUCKS. r ~CD w Know what's h@IOW.
o 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION LL w '
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR / M m m O�"
CULVERT HEIGHT. ¢ BY ALL CONSTRUCTION VEHICLES. O CO CC
/ NL� FLOW SCOPE 3. MUST BE MRINTAINED IN A CONDITION WHICH WILL PREVENT zFj Call before you dig.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE / FALL-�-; TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. 0- THE EXISTING
UTILITIES
SHOWN
EARE
UPON ASAPPROXIMATE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED _ PERIODIC TOPORESSING WITH STONE WILL 8E NECESSARY. BE 1=1 1=1 1 - - - - �11-111- EXACT LOCATION OR A COMPLETE INVENTORY
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE -� -- -------------- --- -III-III-I - 1ll=1Tl=III-Ll1Ll=ll1=-lll / 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
SAME GRADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE a _ -III- I I=III-III -I- "-III-III / WHEN PERFORMING SITE EXCAVATION.PRIOR TO
(FLUSH) a o =III=III=III= =III=III=III=III=III=III=III= II=III=III=III=III=�=III=III I1= =III= _locll / CLEANED UP IMMEDIATELY. COMMENCEMENT OF ANY EXCAVATION,CONTACT
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. z ��o B III=III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= III=III= 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
o B N =III=III=III= -III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III=III / INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE VERIFY THE LOCATIONS AND EXISTENCE OF
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM o -III-III=III III=III=III=III=III=III-III-III-III-III-III-III-III-III-III- -III=III= ANCHOR SKIRT; / FREQUENT CHECKS of THE DEVICE ANQ TIMELY MAINTENANCE. EXISTING UTILITIES.
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 -'11-III= 4 EXCAAND VATE
TRENCH f ACT x ��P� S. BE DETERMINED AND
NLOCATION
EOFNCONSTRUCTION ENTRANCES TO LU
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95 o OR GREATER. -III-III -III-III-III- BACKFILL / yG 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED CC
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING W1 // ��� S� BY THE ENGINEER. wv
CHANNEL SHALL NOT BE ALLOWED. END OF APRON / 4 T� B. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
GENERAL NOTES: / FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. al
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON MAINTENANCE NOTES: W
WILL BE PERMITTED. PLAN 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF Q z
6 LINE WIRES WITH 12" STAY SPACING. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY 0 0
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
PLACEMENT OF RIP RAP. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. cc
0%LOPE C~]
THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. cc
10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL � �
MUST BE STABILIZED. 9119119111IEIIDIID111�111=1111=1111=1111=1 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE z L~1}
_ PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE
4. TURN SILT FENCE UP SLOPE AT ENDS. BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED U) 2
USE USDA NOMOGRAPH FROM INC SEDIMENT AND EROSION CONTROL MANUAL OR -IIHIII III Hll� MIN. PROMPTLY. � p
I IIBII� CLASS A STONE � Q C.7
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. 1' MIN. - 5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO
1 -6 FILTER FABRIC LAP 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS 8 IN. MIN. DEPTH ��
SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR < J
(IF NEEDED) REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY
OUTLET La W1 W2 *T H ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE 0 LV
ELEVATION et 3
IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
FES 1A 18 FT 12 FT 12 FT 1.5 FT 1.5 FT 6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. GRADE, PREPARED AND SEEDED. cc
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE �
FES 2 18 FT 12 FT 12 FT 1.5 FT 1.5 FT 7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
FES 6A 14 FT 10 FT 10 FT 1.5 FT 1.5 FT NATURAL GRADE
Hill B. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS
FES 8A 14 FT 10 FT 10 FT 1.5 FT 1.5 FT = OF CONCENTRATED FLOW.
M RIP RAP M =1)U= =1111=
IDLEWILD 14 FT 10 FT 10 FT 1.5 FT 1.5 FT �Hll - - SHEET 1 OF 1
�I F IIII
B M P O S 1 14 FT 10 FT 10 FT 1.5 FT 1.5 FT _ =111=
�IIIIIIII� II III II T (THICKNESS)=10" MIN. NOT TO SCALE 1 fi07.01
BMP OS2 14 FT 10 FT 10 FT 1.5 FT 1.5 FT =-
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
NOTE: LAYER OF FILTER FABRIC TEMPORARY SILT FENCE
dmax = 1.5 x d50
MINIMUM H=2/3 PIPE DIAMETER
T = 1.5 X dmax.
T(min.)=10" SECTION B-B NOT TO SCALE
RIPRAP APRON AT PIPE 0 UTFALLS HARDWARE CLOTH BETWEEN
STEEL POST 4' MAX. POSTS AND COVERED BY STONE STEEL POST GENERAL NOTES: V
12" // 5 WASHED STONE
OTHERTHAN A SWIM WIRE FENCING
WASHED STONE HARDWARE CLOTH 1 . RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
(IF APPLICABLE) (NCDOT #5 OR #57) WASHED 2 }
30" STONE 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
SILT (NONE #5 OR CHANNELS TO SLOW VELOCITY OR TO CREATE CLASS B RIP RAPF aFLow
SH�� PIN GENERAL
MINIMUM INCH DIAMETER FIBER WATTLE. FENCING 24" MAX
El T-T 1�-6 SEDIMENT TRAPS. 2' ENT
N OR #57) AT CENTER
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS SECTION
3 ONLY INSTALL WATTLE(S) r0 A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS 2.1 ?7 12" �7 ' FLOW 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
)IRECSEE INSET A 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE r0 BOTTOM OF DITCH. o TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. /\//\// //\//\// / / / / / / / //\//�\ DOWNSTREAM DAM (SEE DIAGRAM BELOW).
6 INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THEIN ANw
SOIL 4' TO 6' _
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD SPECIFICATIONS.
8 0 ANALYZE
FOR APPROPRIATE)PAMAPPLICATION,LOBTAIN
TO BE AP SOIL
PLIEDSAMPLE
EACHFROM
WATTLE.PROJECT LOCATION, AND FROM OFFSITE MATERIAL, . \j\\ \j\\j\\\ \j\\j\\j\\j\\j\\j\\j\��\\PRIOR / j\\j\\j\\j\\j\\j\\\ j\\j\\\/\\j
AND
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE ON \\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\\//\\ \\\\ \\ \\ \\ \\\ / /� / /\/ ANCHOR SKIRT; III_ _ _ A MAXIMUM SPACING CROSS SECTION
EXCELSIOR WATTLE EDGE OF MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. \// /���/\\�/\�\ //\/\//\/\/\//\/\/ /��//\/\\/\/\/�\�/ / / / //\�/\�/ / / /�\\// ����//// ///\//��/ EXCAVATE TRENCH III_III=III_III=III- - B
LL
olrcH PAVEMENT MAINTENANCE NOTES: \/\//\/ //\//\\/�/ //\//�/%/ /j /�\//\////\/ /\/\/\ \\ BACKFIAND OMPACT - I- -III=III=111=111_III=III=111=1=111_111=III_
SLOPE 1. INSPECT WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED -III=III=III=III=
SEDIMENT AND ANY DEBRIS. THE WATTLES MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLES
MATTING BACK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLES NEEDS r0 BE REINSTALLED IF A AND B ARE AT EQUAL ELEVATIONS
SLOPE UNDERMINED OR DISLODGED. THE WATTLES SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
PAM (2 OZ.)
ISOMETRIC VIEW PAM (1 OZ.) GENERAL NOTES: MAINTENANCE NOTES: 1-6 MIN.
SLOPE
Mq
2' STAKE
NATURAL GROUND � �1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24" HIGH AND 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
III�II=III=W- -111=III=ii�
STONE SHALL BE A MINIMUM OF 12" HIGH. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH �i-ill=\TI= a" MIN. =�J1ILI J11-
NFALL AND AT
RING
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS ANIY REPA RS NEEDEDSSHALLYBEUMA E IIMMEDIATED RAINFALL.
mom\+
q+
I I III III III-III-III-- - I I-III-III-III III III- STAKES STAPLES III- ,
•N • •
7 III- _ III-I SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL _ =;1\ ±1'=
_ PAM (1 Oz.> 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT �1=i�.- =\\I_ '= FILTER CLOTH
- - BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND ==11_ , =1„=
�- INSET A INSET B INSET C BACKFLLED PROPERLY AS SHOWN N ABOVE DETAIL. HARDWARE THAT HAS CLOGGED OR REMOVED IT. \''�I'=III\-_III=1I=„III-_,11=_,II=,_ - \-��)_I\-III\-III\-1_'=
-
MATTING 1= ,III- 2' DOWNSLOPE CLOTH TO BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING). 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
CROSS SECTION VEE DITCH STAKE 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
y DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET PLAN
DOWNSLOPE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE NOT TO SCALE
SEE INSET G 2' UPSLOPE UPSLOPE STAKE 4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG EXISTING GRADE, PREPARED AND SEEDED.
STAKE NATURAL GROUND STAKE RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET.PAM (1 OZ.)
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE. TEMPORARY CHECK DAM
w
FLOW - 5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY APPROVAL.
III II�IIII�IIIII�IIIII�IIiI=I� -_IIII�IIIII�IIIII�IIIII�IIII�III� >
PAM (, E IN NOT TO SCALE
\_2'
DOWNSLOPE SESET B SILT FENCE
6' IN.
MATTING STAKE
CROSS SECTION TRAPEZOIDAL DITCH M OUTLET
1D'-0"MIN.
NOT TO SCALE
CD CD CD A (Ty
TEMPORARY WATTLE CHECK DAM 0 0 ORSTAPLE5 P'
WITH MATTING AND OPTIONAL PAM z 0 O 10 MIL
2 1:1 PLASTIC (TY 8' MAX. O SIDE SLOPE ORSTAPLE5 P'
STEEL POST STEEL POST q LINING
WIRE FENCING WIRE FENCING O O mP'
Z O O O O� FILTER FABRIC
m
Z o Of #5 WASHED STONE A
OH 0 WOVEN FILTER FABRIC Q�
QQ FLOW ���OII
CC
ll�ll- SECTION A-A
f-I O VzI CLEARLY MARKED SIGNAGE
_-L
III II III
O _ _ _ _________________ _ ________ _ ___ _ II _ I- 1L�1 CONCRETE NOTING DEVICE(18"X24"MIN.)
J I. - II�II III='
0 0�=z o �-I�I-I�1=1 I I -III-III-III-III-III-III-III-III-I�I-I�I-III-III-III-I 11=1 I I I I-III-I�1= °�° WASHOUT NOTES:
ILL!CC zQ = N 1 1=1 1=1 -III -I -I I-III-III-III-III-III-III-III-III-III-III-III-III-I _I -I 1=1 1.ACTUAL LOCATION DETERMINED IN FIELD
-III-I -I -III-III-III-III-III-III-I I-III-III-III-III-I -I I-III-III 1=1 -I I-
U O -1 -I -III -I -I I-III-I -I I-III-1 -I -I -I I-III-III-III-I -I -1 -I 1-1 4' MIN. 2.THE CONCRETE WASHOUT STRUCTURES SHALL BE
E H= z W -III-III = = -I - 1=111=111=111 I l 1-H 1 =1 I r-F 7I5°Jo OF THE STRUCTURES CAPACITY
Ir .WHEN THE
AND/OR SOLID REACHES
Cl) LL O -III-1 -I 1 Jill
-1 II I 1I-
0 O H GENERAL NOTES: PLAN &CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
N d 0 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
ILL! LINE GRADE WASHOUT STRUCTURE
LINE WIRES WITH 12" STAY SPACING.
r `� ' �III11111///�
EXIST. PIPE PROP. PIPE D O NOT TO SCALE
111111111/
�Q 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FORA PERIOD OF `
�� R �j,�CA `��. N CAR�7,,��
E ��� E MORE THAN 30 DAYS. �6N•.••..•. ��� /j/ ����� •••••••••
01P 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL HIGH 10'-0"MIN. SANDBAGS(TYP.) `����•'•QF ESS/O 9���' `��_� •••• ••••"l'9���'
TYPE. COHESIVE& B OR STAPLES Q� -9 THE ISAACS
LOW FILTRATION HIGH oo
SOIL BERM 10 MIL : GROUP, P.C. _
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" O CDCDCOHESIVE&O PLASTIC LINING LOW FILTRATION SEAL _ _n ; ENGINEERING &
STAY SPACING. 1:1 SIDE SLOPE SOIL BERM : Z
026462 : -rn .LAND SURVEYING•
MAINTENANCE NOTES: O Q O
F 5. TURN SILT FENCE UP SLOPE AT ENDS. q CnP) �� ` �� N0. C-1069
IL 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR o o z it
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING o O O 'g'° �IZ�:�NC' ,,,���(�� •\\P� �:•
E O PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. O O /j �� /j'9J O
Z 7. WIRE
GREATEROTHANHED STONE IS 10 FEET VERTICAL (2ED TO BE SLOPE SHOWN ON PLANS AT THE TOE OF SLOPES 2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF 0 O O 6" SECTION B-B 2'-D. i,,/�ON BI�IG����� ���i,F� Av`I�`���
Q ( ) THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
Q B. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT SHALL BE REPLACED PROMPTLY. B Digitally signed by
SIDE ELEVATION J TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT Anthony B. Cowan,
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE SANDBAGS�TyP.) NOTES:
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT OR STAPLES
CC AREAS. 1.ACTUAL LOCATION DETERMINED IN FIELD
ELEVATION Q . ' FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, P.E.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. PREPARED AND SEEDED. CLEARLY MARKED SIGNAGE 2.THE CONCRETE WASHOUT STRUCTURES Date: 2024.02.09
Z W CONCRETE NOTING DEVICE(18"X24"MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
D E F CU. YD. Q OF THE WASHOUT AND/OR SOLID REACHES 75%
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA 13:08:35-05'00'
GENERAL NOTES: 12" 1211 12" 0.3528 EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
15" 12" 12" 0.3990 } 11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER MINIMUM 12 INCHES OF FREEBOARD.
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE 18" 12" 12" 0.4465 Q AREAS OF CONCENTRATED FLOW.
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING 24" 12" 12" 0.5526 0 TO BE CLEARY MARKED WITH SIGNAGE Project:
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS. Q NOTING DEVICE. M C B R I D E SUBDIVISION
30" 12" 12" 0.6560 O NOT TO SCALE
CONSTRUCT THE PIPE COLLAR WITH CLASS "B" 36" 12" 12" 0.7640 °C ABOVE GRADE WASHOUT STRUCTURE
OR BETTER CONCRETE. NOT TO SCALE
42" 12" 12" 0.8856 1 �'% HEMBY BRIDGE, NORTH CAROLINA
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE " " " HIGH HAZARD
STANDARD SPECIFICATIONS. 54" 181, 18" 1.0126 5793 ONSITE CONCRETE WASHOUT %� Title:
54 18 18 2.8506 TEMPORARY SILT FENCE , DETAILS AND SPECIFICATIONS
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS �� �� �� STRUCTURE WITH LINER
LESS THAN 12 INCH. CO 18 18 2.850C
CN' 181, 18" 3.1307
72 18 18 3.4176
SHEET 1 OF 1 NO. BY DATE REVISION �i� � File #:2o155-s-DET.owc Date: 10/19/22 Project Egr: ABC
840.72 1 ABC 01 02 24 PER 2ND REVIEW COMMENTS = Design B ABC
2 AEN 02/09/24 PER NCDEQ REVIEW COMMENTS � 11 S A A C S O Dawn By: AEN
CIVIL ENGINEERING DESIGN AND SURVEYING(_-_
0 Scale: N.T.S.
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C7.3
PHONE [phone] FAX [phone]
PAActive Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-DET.dwg,C7.3,2/9/2024 10:22:40 AM,bcowan,1:1

GENERAL NOTES: TABLE 6.10A SEEDING MIXTURE TABLE 6.1OC SEEDING MIXTURE
TEMPORARY SEEDING
TEMPORARY SEEDING
1. UNIFORMLY GRADE A SHALLOW LENGTH AS NECESSARY
RECOMMENDATIONS FOR LATE SPECIES RATE (LB/ACRE) RECOMMENDATIONS FOR SPECIES RATE
DEPRESSION APPROACHING THE TO GO THRU DIKE WINTER AND EARLY SPRING RYE (GRAIN) 120 (LB/ACRE)
INLET. FALL RYE (GRAIN) 120
SEDIMENT PIT
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN ANNUAL LESPEDEZA (KOBE IN SEEDING DATES
2. DRIVE 5-FOOT STEEL POSTS 2 FEET FILTER BERM IS LOCATED DOWNSTREAM PIEDMONT AND COASTAL PLAIN, MOUNTS_ _
INTO THE GROUND SURROUNDING THE 4' MIN. PIPE (STD 416.1)
OF PIPE OUTLET. KOREAN IN MOUNTAINS) 50 COASTALNPLAINGAND PIEDMONTS AUG. 15 - DEC. 30
INLET. SPACE POSTS EVENLY AROUND 4' MAX.
VOLUME PER STD 516.1
THE PERIMETER OF THE INLET, A 19-GAUGE HARDWARE CLOTH OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT To SOIL AMENDMENTS
MAXIMUM OF 4 FEET APART. (4" MESH OPENINGS) 1.5' MIN. 1F_ SEDIMENT PIT EXTEND BEYOND JUNE. FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
3. SURROUND THE POSTS WITH WIRE 1
FLEXIBLE PIPEdw SEEDING DATES AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MESH HARDWARE CLOTH. SECURE -III=r' jll-jll= - - „II MOUNTAINS -ABOVE 2500 FEET: FEB. 15 - MAY 15 MULCH
TIE DOWN 10' MAX. SPACING _jll_I' -111-ll} = u-- = BELOW 2500 FEET: FEB. 1- MAY 1
THE WIRE MESH TO THE STEEL -III-I'' '- � II ' = APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
i' -" PIEDMONT-JAN. 1 - MAY 1
POSTS AT THE TOP, MIDDLE, AND TIE DOWN AT END -II OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
3 „- - COASTAL PLAIN-0EC. 1 - APR. 15
BOTTOM. PLACING A 2-FOOT FLAP - I_ USED AS A MULCH ANCHORING TOOL.
OF THE WIRE MESH UNDER THE NCDOT #5 OR #57 __=, I_
GRAVEL FOR ANCHORING IS WASHED STONE 2' 4' (MIN)* _ SOIL AMENDMENTS
-.� �-' MAINTENANCE
FOLLOW RECOMMENDATIONS of SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
RECOMMENDED. DIAMETER (D) - REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTENT TEMPORARY
4. PLACE CLEAN GRAVEL NC DOT 5 2X 11T1T1 ,� COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
( # 16" MIN. =`I�=1�. PROFILE I-I- MULCH
OR #57 STONE) ON A 2:1 SLOPE 2101 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
WITH A HEIGHT OF 16 INCHES = -�_�I o STAKES' EARLY MARCH.
-Ill= -III=1�=11 i OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
AROUND THE WIRE, AND SMOOTH TO - iliiil1 - USED AS A MULCH ANCHORING TOOL.
AN EVEN GRADE. 2' a �� EARTH DIKE
RIP-RAP APR O o 1 MAINTENANCE
5. ONCE THE CONTRIBUTING DRAINAGE AT LESS THAN 1% SLOPE r _ F MAINTENANCE NOTES: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
NCDOT IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
AREA HAS BEEN STABILIZED, REMOVE #5 OR #57 � I_-' 1. INSPECT THE SLOPE DRAIN AND
ACCUMULATED SEDIMENT, AND WASHED STONE SUPPORTING DIVERSION AFTER EVERYRAINFALL, AND PROMPTLY MAKE NECESSARY
ESTABLISH FINAL GRADING EXTEND TO EDGE OF DISTURBANCE REPAIRS. WHEN THE PROTECTED AREA HAS TABLE 6.1OB SEEDING MIXTURE
ELEVATIONS. FILTERED BEEN PERMANENTLY STABILIZED, TEMPORARY
WATER MEASURES MAY BE REMOVED, MATERIALS TEMPORARY SEEDING
6. COMPACT THE AREA PROPERLY AND DISPOSED OF PROPERLY, AND ALL DISTURBED RECOMMENDATIONS FOR SPECIES RATE (LB/ACRE)
STABILIZED IT WITH GROUNDCOVER. CONSTRUCTION SPECIFICATIONS- AREAS STABILIZED APPROPRIATELY. SUMMER GERMAN MILLET 40
THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE S THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
1 DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. SEEDING DATES
MOUNTAINS-MAY 15 - AUG. 15
THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL PIEDMONT-MAY 1 - AUG. 15 STABILIZATION TIME FRAMES
2 BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE COASTAL PLAIN-APR. 15 - AUG. 15
A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT. SOIL AMENDMENTS SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS
3 EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
NOT TO SCALE NOT TO SCALE MULCH HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SLOPES STEEPER THAN 3:1 7 DAYS HARDWARE CLOTH AND GRAVEL USED AS A MULCH ANCHORING TOOL. STEEPER THAN 2:1 14 DAYSARE ALLOWED
INLET PROTECTION FLEXIBLE PIPE SLOPE DRAIN MAINTENANCE SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAT 50' IN LENGTH
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SEEDING MIXTURE ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
NOTES:
7
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR *220 ("A"SEE NOTE 6)
TO INSTALLATION. q" VARIES(MIN 4')
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE +14i „A,. BACK OF SIDEWALK
+6
DIRECTION OF THE ENGINEER. 1/4"/FT MIN
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE -2r
6°0 1-1/4"/FT(MAX)
FILL SLOPE AND/OR CLOSE OUT OF GRADING PERMIT. „A, �c�
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
HOOD BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS NOTES: 10'-0" 10'-01, SECTION A-A
GRATE AS LONG AS STORM DRAINAGE IS NOT IMPEDED. 1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN SIX
MIN COMPACTED BERM INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE ROADWAY
CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE CONSISTENT
2.0' MIN. ® rr_4 GRATE�a WITHIN EACH BLOCK.
FI NOSH GRAD EXPANSION
NATURAL E - 1" REBAR FOR BAG
GROUND SILT FENCE 2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
G/� EXPANSION JOINT
(SEE NOTE 2) RESTRAINT REMOVAL FROM INLET
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING,
IIIII IIIIIIII IIIII-III III III-III-I -_ FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE CHARLOTTE
�Jl IIIIII--1J1�J1 III 1J1=1ll lll 1J1-111-ll1 III m LAND DEVELOPMENT STANDARDS. 6"THICK CONCRETE
II�JI= lll�Jl=ll1 lll lll lll lll ll1II�IJ1 =
=III W iiIII�IJ1�11�111�111�111�L1� �)J1��- u"' I- JJ1 - D D FILTER BAG �a DEFLECTOR REQUIRED WHEN USED ON AT DRIVEWAY
-III-III III-III IIIII-III-11 II-III III NgTU n n EXISTING MAINTAINED STREETS. 4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE BETWEEN ENTRANCE
=III ILI-111�J1 I� 111- --II III.,111 ,il-1 R�< �R 1 2 IN. PER FOOT AND 1 1 4 IN. PER FOOT EXCEPT WHERE
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT / /
OUNQ IT WILL NOT COMPLETELY OBSTRUCT STORM EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
DIVERSION DITCH A g "�A=WIDTH AND WATER FLOW FROM ENTERING VIA THE CURB IMPRACTICAL. IN SUCH CASES, THE TOWN ENGINEER MAY
B=DEPTH TO BE DESIGNED OPENING. ENSURE NO MORE THAN 25% of AUTHORIZE A SUITABLE GRADE.
(TYP,) 1.0 FT 1.25 FT A� CURB OPENING IS OBSTRUCTED.
BY ENGINEER (1' MIN) � x �
DID 4.0 FT 1.5 FT 5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
# n REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT 1/2 GROOVE JOINTS
DID #2 2.0 FT 1.5 FT CATCH BASIN LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM EXPANSION JOINT
DID #3 2.0 FT 1.5 FT NOTE: 1> PROPERTY LINES AND INTERSECTIONS.
MAINTENANCE NOTES: � n ourLEr
DID #4 1.5 FT 1.25 FT 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND 6. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM DIFFERENCE).
DD #5&#6 2.0 FT 1.25 FT 2. SILT FENCE MAY BE REQUIRED BEHIND BERM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN 7. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES EXCEEDING 4"THICK
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE WHAT ARE SHOWN. CONCRETE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL WALK
GROUND LEVEL AND APPROPRIATELY STABILIZE IT. SECTION INSTALLATION
NOT TO SCALE DRIVEWAY WIDTH 4x4'
6"THICK
X Y CONCRETE
WINGS
NOT TO SCALE TYPE I-RESIDENTIAL � (OPTIONAL)
SILK SACK CATCH BASIN INLET PROTECTION LOCAL/COLLECTOR 15'MIN. 30'MAX." /�
' ' "' 15 MIN. 30 MAX.
TEMPORARY DIVERSION DITCH THOROUGHFARE GROOVE JOINT
* MUST PROVIDE ON-SITE TURNAROUND PLAN
**MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
DRIVEWAY TYPE 1
2'-0" VALLEY GUTTER
TOP OF SLOPE. 5-INCH POLYPROPYLENE ROPE 100-FT MAX FLOATATION 4 IN.
12" MIN. GENERAL NOTES:
SPACING TYP.* 1. LAY BLANKETS LOOSELY AND STAKE OR
/ STAPLE TO MAINTAIN DIRECT CONTACT
7//` WITH THE SOIL. DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE MINIMUM,
(C
36 MIN. SPACING TYP.* MANUFACTURED PRODUCTS MAY HAVE O 11 ADDITIONAL REQUIREMENTS THAT MUST O 1--
BE MET. O
/ 1�j11 3. SLOPE SURFACE SHALL BE FREE OF z O O
ROCKS, SOIL CLODS, STICKS, GRASS. �m
MAT/BLANKETS SHALL HAVE GOOD SOIL LJ O_ w SHACKLE CONNECTION
CONTACT. o 0 o DETAIL
LLJDo
4. THE DETAIL SHOWN IS FOR SLOPE O Q Z <
Q
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
6" PLEASE REFER TO NCESCPDM STANDARD
OVERLAP #6.17 AND MANUFACTURER'S if
IN SLICE GUIDELINES.
ROPE TIED
MAINTENANCE NOTES: 13 OZ. NYLON REINFORCED VINYL WITH SHACKLE ALL SEAMS HEAT SEALED 3 -INCH CHAIN
(FOLDABLE FOR COMPACT STORAGE) 16 11111111/ 111111►///1. INSPECT COMPOST BLANKETS WEEKLY AND WITHIN 24 HOURS OF A CONNECTION I // ;�II
RAINFALL EVENT OF '/z INCH OR GREATER. IF FAILURE OR DAMAGE TO ON BACK SIDE ♦♦���N CARO ��I ♦♦� N CAR
THE BLANKET OCCURS OR IF VEGETATION DOES NOT ESTABLISH WITHIN ♦ .•••••••.•�/ �j ♦♦ �� ..•...�0��
(SEE DETAIL) ♦ 9- •.• i
�j/ THE EXPECTED GERMINATION TIME OF THE SELECTED SEED TYPE, ♦ ^- • . ^^--
REAPPLY COMPOST AND SEED TO THE AFFECTED AREA TO RETURN IT TO Q FESS/Q �♦���• y�
/ THE ORIGINAL CONDITION. TAKE ADDITIONAL MEASURES AS NECESSARY TURBIDITY CURTAIN (IN BASIN): TURBIDITY CURTAIN (IN POND/COVE): �;QQ`� �'y;9 THE ISAACS•:
/ TO ESTABLISH PERMANENT GROUND COVER. COMPOST BLANKETS SHALL : : GROUP, P.C. •• �_
WATER TABLE BE INSPECTED UNTIL PERMANENT VEGETATION IS ESTABLISHED. RECP 1. TURBIDITY CURTAINS MAY BE USED IN LIEU of BAFFLES IN SEDIMENT OR SKIMMER BASINS 1. TURBIDITY CURTAINS MAY BE USED IN PONDS OR COVES (WITH REQUISITE APPROVAL) WHERE _ SEAL i _ _ ; ENGINEERING &
PLACED OVER THE COMPOST BLANKET SHOULD BE REPAIRED IF IT HAS WHERE THE TEMPORARY OR PERMANENT POOL ELEVATION WILL CONSISTENTLY BE ABOVE 3 FT UPSLOPE DISTURBANCES/CONSTRUCTION WILL OCCUR TO REDUCE SEDIMENT TRANSPORT TO A ; 026462 : - rT1 LAND SURVEYING; Z
BEEN MOVED OR DAMAGED BY WIND OR STORM RUNOFF AND/OR IF PART (I.E. ABOVE TYPICAL INSTALLED BAFFLE HEIGHT). LIMITED AREA IN THE RECEIVING WATERCOURSE.
/ OF OR THE WHOLE BLANKET IS NOT IN CONTACT WITH THE SOIL • ` ; N0. C-1069 �^/�`
SURFACE. 2. A MINIMUM OF ONE TURBIDITY CURTAIN SHALL BE USED IN SKIMMER BASINS (30.02A) AND A 2. TYPE 1 TURBIDITY CURTAINS SHALL BE USED IN PROTECTED AREAS WHERE THERE IS NO , i�'� ••��.NGINE��'•••Q.�` '� •• •� •••• v���`
/ MINIMUM OF ONE ROCK BAFFLE AND ONE TURBIDITY CURTAIN SHALL BE USED IN SEDIMENT CURRENT AND THE AREA IS SHELTERED FROM WIND AND WAVES, CONSTRUCTED OF MINIMUM , \\ . •�
I •••••••••• V ♦♦ ��l" •••••••••� �\ ♦♦
BASINS 30.03A . SPECIFICATIONS OF 13 OZ. PVC FABRIC, 4 IN. FLOAT, AND A 3 16 IN. BOTTOM BALLAST CHAIN. ® �I� A' ♦♦ , 9Tc `�`0 ♦♦
NON-WOVEN GEOABOVE
SO ILE FILTER CLOTH 3. TYPE 1 (TURBIDTY CURTAINS FOR CALM WATERS AT A MINIMUM SHALL BE USED, CURTAINSTHE BENEEDED UM SPAN (WHERE TTWEEN OHIERE NTS IMAYOBE SMALLOTODCO CONSID TYPE 2 ERATE E TCURRENTYPE 3 UAND TURBIDITY
WIND 1 '''/O'V�B100,``` ''''/; O 1 „v�'%N
FABRIC 4' ABOVE SOURCE WATER. ( ) ( /
CONSTRUCTED OF MINIMUM SPECIFICATIONS of 13 OZ. PVC FABRIC, 4 IN. FLOAT, AND A 3/16 AND WAVE ACTION), ENGINEERED SPECIFICATIONS SHALL BE PROVIDED WITH THE PLAN
IN. BOTTOM BALLAST CHAIN. THE MAXIMUM SPAN BETWEEN JOINTS IS 100 FT. SUBMISSION. TURBIDITY CURTAINS SHOULD NOT BE PLACED ACROSS THE MAIN FLOW of A Digitally signed by
4. THE CURTAIN SHOULD EXTEND ACROSS THE ENTIRE WIDTH OF THE BASIN, BETWEEN THE SIGNIFICANT BODY OF MOVING WATER. Know what's below. �(R 6'.�, Y Anthony B. Cowan, P.E.
SKIMMER/OUTLET ZONE AND INLETS AND BE ANCHORED TO THE BASIN EMBANKMENT A MINIMUM 3. THE TURBIDITY CURTAIN SHOULD BE ANCHORED TO THE SHORELINE ABOVE THE NORMAL HIGH V�Ji..A}'-'�,
OF 6 INCHES ABOVE THE PRIMARY SPILLWAY ELEVATION. THE TURBIDITY CURTAIN SHALL EXTEND WATER MARK, TOWED TO THE DESIRED LOCATION, AND ANCHORED (IF NEEDED) TO MAINTAIN Call before you dig. Date: 2024.02.09
TO 1 FOOT ABOVE THE BOTTOM OF THE BASIN. THE DESIRED LOCATION WITHIN THE WATERCOURSE. THE TURBIDITY CURTAIN SHOULD EXTEND THE EXISTING UTILITIES SHOWN ARE APPROXIMATE 13:08:04-05'00'
TO 1 FT ABOVE THE BOTTOM OF THE WATERCOURSE.
ONLY AND SHOULD NOT BE RELIED UPON AS THE
5. ACCUMULATED SEDIMENT SHALL BE REMOVED BEHIND THE TURBIDITY CURTAIN(S) TO RESTORE EXACT LOCATION OR A COMPLETE INVENTORY
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. BASIN CAPACITY ONCE 50% CAPACITY IS REACHED. 4. WHEN THE CURTAIN IS NO LONGER REQUIRED, THE CURTAIN, ANCHORS, AND COMPONENTS WHEN PERFORMING SITE EXCAVATION.PRIOR TO
SHALL BE REMOVED AND IN SUCH A MANNER AS TO MINIMIZE TURBIDITY. REMAINING SEDIMENT COMMENCEMENT OF ANY EXCAVATION,CONTACT
NOT TO SCALE 6. WHEN THE CURTAIN IS NO LONGER REQUIRED, THE CURTAIN AND COMPONENTS SHALL BE SHALL BE SUFFICIENTLY SETTLED BEFORE REMOVING THE CURTAIN. SEDIMENT MAY NEED TO BE 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO
REMOVED IN SUCH A MANNER AS TO MINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE REMOVED TO ACHIEVE THE ORIGINAL DEPTH OF THE WATERCOURSE AND SPOILS PROPERLY VERIFY THE LOCATIONS AND EXISTENCE OF
SUFFICIENTLY SETTLED BEFORE REMOVING THE CURTAIN. SEDIMENT MAY NEED TO BE REMOVED DISPOSED OR STABILIZED. EXISTING UTILITIES.
TO ACHIEVE THE PERMANENT PLANNED ELEVATION AND SPOILS PROPERLY DISPOSED OR Project:
EMBANKMENT MATTING DETAIL STABILIZED. McBRIDE SUBDIVISION
NOT TO SCALE % HEMBY BRIDGE, NORTH CAROLINA
Title:
TU R B D TY C U RTA N DETAILS AND SPECIFICATIONS
NO. BY DATE REVISION File #:20155-s-DE1.Duuc Date: 10/19/22 Project Egr: ABC
1 AEN 8/18/23 PER REVIEW COMMENTS I 0 Design By ABC
2 ABC 01/02/24 PER 2ND REVIEW COMMENTS � I S A A C S O Drawn By: AEN
3 AEN 2/09/24 PER 1ST NCDEQ EC COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING(_-
1
Scale: N.T.S.
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C7.4
PHONE [phone] FAX [phone]
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-DET.dwg,C7.4,2/9/2024 10:22:50 AM,bcowan,1:1

MAINTENANCE NOTES: PLAN VIEW BAFFLE 3RD BAFFLE: First Chamber Second Chamber
PLAN VIEW NOTES: MATERIALS NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT HARDWARE CLOTH 25%of surface area 2 5%of s u rface a rea Outletzone i/"`+Baffle Material
1. REFER TO NCESCPDM SECTION #6.61 FOR I
NOTES: LEAST WEEKLY AND AFTER EACH _ SURROUNDING 2S400f surface area 1. USE MATTING MADE OF 100% COCONUT
ADDITIONAL DESIGN SPECIFICATIONS REGARDING SKIMMER
1. REFER TO NCESCPDM SECTION #6.61 SIGNIFICANT (ONE-HALF INCH OR Inlet zone FIBER (COIR) TWINE WOVEN INTO HIGH
SEDIMENT BASINS. STRENGTH MATRIX WITH THE PROPERTIES
FOR ADDITIONAL DESIGN SPECIFICATIONS GREATER) RAINFALL EVENT AND REPAIR 259'aof surface area
REGARDING SEDIMENT BASINS. IMMEDIATELY. REMOVE SEDIMENT 11 Gauge SHOWN IN COIR FIBER BAFFLE MATERIAL
2. REFER TO BAFFLE DETAIL, THIS SHEET FOR SPACING Landsca in Staple PROPERTY REQUIREMENTS TABLE.
ACCUMULATES TO ONE-HALF THE AND INSTALLATION. ping P
2. REFER TO BAFFLE DETAIL, THIS SHEET HEIGHT OF THE FIRST BAFFLE. PULL 5'CrestWidth
LENGTH FOR SPACING AND INSTALLATION. OUTLET STRUCTURE (TO
THE SKIMMER TO ONE SIDE SO THAT 3. SEE SHT 5.09-5.12 FOR CONSTRUCTION 2. STAPLES SHOULD BE MADE OF 0.125 INCH
THE SEDIMENT UNDERNEATH IT CAN BE DETAILS SPECIFICATIONS ON THE BMP OUTLET 10' BE USED UPON BASIN DIAMETER NEW STEEL WIRE FORMED INTO A
/ CONVERSION TO
EXCAVATED. EXCAVATE THE SEDIMENT STRUCTURES, PIPES AND EMBANKMENTS INFLOW MIN. PERMANENT BMP) - i 'U' SHAPE NOT LESS THAN 12 INCHES IN
FROM THE ENTIRE BASIN, NOT JUST STRUCTURE LENGTH WITH A THROAT H 1 INCH IN
INFLOW MAINTENANCE NOTES: Inflow
AROUND THE SKIMMER OR THE FIRST WIDTH. THE STAPLES ANCHOR THE POROUS
STRUCTURE 10' Structure Steel Post
CELL. MAKE SURE VEGETATION GROWING 1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST - , BAFFLES INTO THE SIDES AND BOTTOM OF
MIN. IN THE BOTTOM OF THE BASIN DOES WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF . _= 2'Q'Depth THE BASIN.
NOT HOLD DOWN THE SKIMMER. _ �� i
NCH OR GREATER) RAINFALL EVENT AND REPAIR
Skimmer Baffle Material should be secured tottrebottom 3. ENSURE THAT STEEL POSTS FOR POROUS
2. REPAIR THE BAFFLES IF THEY ARE IMMEDIATELY. REMOVE SEDIMENT ACCUMULATES TO Skim
and sides of basin using l2'landscapestaples
EMBANKMENT DAMAGED. RE-ANCHOR THE BAFFLES IF ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL Riprap Device BAFFLES ARE OF A SUFFICIENT HEIGHT TO
WATER IS FLOWING UNDERNEATH OR THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT or Slope Drain SUPPORT BAFFLES AT DESIRED HEIGHT.
SKIMMER AROUND THEM. UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE PROP. 6'Lx6'Wxl2"D Note:Install three(3)coir fiber bafflesinbasins POSTS SHOULD BE APPROXIMATELY 1-3/8"
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST SKIMMER CONC. ANCHOR FOR J� atdrainageoudetswdhaspacingot114the WIDE MEASURED PARALLEL TO THE FENCE,
DEWATERIN 3. IF THE SKIMMER IS CLOGGED WITH TRASH AROUND THE SKIMMER OR THE FIRST CELL. MAKE AVERAGE AREA* DEWATERING BASIN#3. SEE C4.6 & Earthen / basin length.Two(2)coir fiber baffles can be AND HAVE A MINIMUM WEIGHT OF 1.25
DEVICE AND THERE IS WATER IN THE BASIN, SURE VEGETATION GROWING IN THE BOTTOM OF THE WIDTH W = DEVICE 4.7 FOR BASINS 1 & 2. embankment Emergency installed in the basins less than 28ftinlength LB/LINEAR FT. THE POSTS MUST BE
USUALLY JERKING ON THE ROPE WILL L wilhas cin oFl/3thebasinle EQUIPPED WITH AN ANCHOR PLATE HAVING
EMERGENCY BASIN DOES NOT HOLD DOWN THE SKIMMER. with stabilized Spillway Pa 9 ngth•
SPILLWAY MAKE THE SKIMMER BOB UP AND DOWN ` A MINIMUM AREA OF 14.0 SQUARE INCHES
* AND DISLODGE THE DEBRIS AND sideslo es
AREA 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. AREA OF BASIN WATER p AND BE OF THE SELF-FASTENER ANGLE
AVERAGE_ L=20'
WIDTH RESTORE FLOW. IF THIS DOES NOT RE-ANCHOR THE BAFFLES IF WATER IS FLOWING SURFACE AT TOP OF PRINCIPAL MIN. STEEL TYPE TO HAVE A MEANS OF
LENGTH WORK, PULL THE SKIMMER OVER TO THE UNDERNEATH OR AROUND THEM. SPILLWAY �� RETAINING WIRE AND COIR FIBER MAT IN
L SIDE OF THE BASIN AND REMOVER THE 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND Baffles THE DESIRED POSITION WITHOUT
* AREA OF BASIN WATER DEBRIS. ALSO CHECK THE ORIFICE DISPLACEMENT.
SURFACE AT TOP OF PRIMARY THERE IS WATER IN THE BASIN, USUALLY JERKING Drape baffle material
INSIDE THE SKIMMER TO SEE IF IT IS ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND secure with plastic posts 12' EXTEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALL T-POST TO
SPILLWAY P Po ry
BAFFLES CLOGGED; IF SO REMOVE THE DEBRIS. DOWN AND DISLODGE THE DEBRIS AND RESTORE ANCHOR BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL POST 4. USE 9-GAUGE HIGH TENSION WIRE FOR
4. F THE SKIMMER ARM OR THE PIPE IS FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER If- 4'Max.� -If the tempvrary sediment basin will be SUPPORT WIRE.
CROSS-SECTION VIEW CLOGGED, THE ORIFICE CAN BE REMOVED OVER TO THE SIDE OF THE BASIN AND REMOVER ofgrconvertedlet doapetheba thpightshouldsin
AND THE OBSTRUCTION CLEARED WITH A THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE CROSS-SECTION VIEW W base anthtrth,ihepthd riiguseasldbe MAINTENANCE NOTES:
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE X based anthepooidepthduringuseasa 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
PLUMBER'S SNAKE OR BY FLUSHING WITH 9GaugeMinHigh �" tempolarysedimentbasin.
INFLOW EMBANKMENT RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
DEWATERING WATER. BE SURE TO REPLACE THE THE DEBRIS. 1' FREEBOARD Term ion Wire Strand YMIN.' Variable Depth
STRUCTURE ZONE 1' FREEBOARD W=5' MIN. (PER SHEETS 5.9-5.12)
ORIFICE BEFORE REPOSITIONING THE 4. IF THE SKIMMER ARM OR THE PIPE IS CLOGGED, THE ShaIIBeSecured
EMBANKMENT SKIMMER. ORIFICE CAN BE REMOVED AND THE OBSTRUCTION INFLOW 6" MIN. INVERT ELEVATION OF 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE
FILTER BAFFLES 6" MAX. DEPTH OF FLOW T To Post To Support FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
STRUCTURE EMERGENCY SPILLWAY
OVER EMERGENCY SPILLWAY 5. CHECK THE FABRIC LINED SPILLWAY FOR CLEARED WITH A PLUMBER'S SNAKE OR BY DEWATERING BafleMaterial Secure bottom of baffle tograundwith INEFFECTIVE, REPLACE IT PROMPTLY.
FABRIC MIN. 1' T=1,5' MIN, DAMAGE AND MAKE ANY REQUIRED FLUSHING WITH WATER. BE SURE TO REPLACE THE ZONE PRIMARY SPILLWAY (RISER) 12'staplesatl2'mabmumspacing.
Z=5' MAX. REPAIRS WITH THE FABRIC THAT SPANS ORIFICE BEFORE REPOSITIONING THE SKIMMER.
THE FULL WIDTH OF THE SPILLWAY. Baffle Material 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO
_ 5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE Z PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
CHECK THE EMBANKMENT SPILLWAYS, AND MAKE ANY REQUIRED REPAIRS WITH THE FABRIC GENERAL NOTES: REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
AND OUTLET FOR EROSION DAMAGE, AND THAT SPANS THE FULL WIDTH OF THE SPILLWAY. H EMERG, NCY SPILLWAY COIR FIBER BAFFLE MATERIAL PROPERTY REQUIREMENTS DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF
H=2' MIN, INSPECT THE EMBANKMENT FOR PIPING CHECK THE EMBANKMENT SPILLWAYS, AND OUTLET (S ETAIL THIS SHEET) 1. DRIVE 5' STEEL POST AT LEAST 24" DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD
AND SETTLEMENT. MAKE ALL FOR EROSION DAMAGE, AND INSPECT THE INTO SOLID GROUND. THICKNESS 0.30 IN. MINIMUN NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH
EMERGENCY SPILLWAY NECESSARY REPAIRS IMMEDIATELY. EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE
(SEE DETAIL THIS SHEET) REMOVE ALL TRASH AND OTHER DEBRIS ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL 2. USE STAPLES 1' APART
FROM THE SKIMMER AND POOL AREAS. TRASH AND OTHER DEBRIS FROM THE SKIMMER AND HORIZONTALLY AND VERTICALLY TO TENSILE STRENGTH (WET) 900 X 680 LB/FT MINIMUM 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
SEDIMENT ATTACH THE POROUS MATERIAL TO STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
6. FREEZING WEATHER CAN RESULT IN ICE POOL AREAS. STORAGE ZONE BAFFLE CLASS B STONE PAD THE WIRE FENCE.
SEDIMENT ANTI-SEEP ) ELONGATION WET SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
STORAGE ZONE CLASS B STONE PAD FORMING IN THE BASIN. SOME SPECIAL 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN (4'X4'X1' MIN. (WET) 69% X 34% MAXIMUM
COLLAR PRECAUTIONS SHOULD BE TAKEN IN THE THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD [ANTI-SEEP COLLAR, PIPE 3. MINIMUM BAFFLE SPACING IS 10'.
(4'X4'X1' MIN.) WINTER TO PREVENT THE SKIMMER FROM BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER AND CONCRETE CRADLE PER FLOW VELOCITY 10-12 FT/SEC
DATA BLOCK PLUGGING WITH ICE. FROM PLUGGING WITH ICE. SHT 5.9-5.12 4. THE FLOOR OF THE BASIN IN THE NOT TO SCALE
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER DATA BLOCK OUTLET ZONE AND BERMS SHOULD WEIGHT 20 OZ/SY (680 G/Mz) MINIMUM
AREA AREA Q,o REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE BE SEEDED IMMEDIATELY AFTER THE
BASIN VOLUME BASIN SURFACE AREA
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT. ( ) H/SQ FT. 2 DIAMETER DIAMETER BASIN DRAINAGE DENUDED CLEANOUT H Z L T W SKIMMER SKIMMER BASIN IS CONSTRUCTED.
AREA AREA Qlo REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE MINIMUM WIDTH 6.5 FEET BAFFLE INSTALLATION
4 4.39 4.39 15.93 CFS 7,900 11,324 5,177 5,330 EL. 649.00 3.0 4.5 18 1.5 8 2.0" 2.0" (ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAMETER 5. REFER TO NCESCPDM SECTION #6.65
1 40.72 40.72 147.81 CFS 73,292 165,381 64,295 68,803 EL. 635.15 2.7 7.20 30 1.5 10 6.0" 5.0" FOR ADDITIONAL SPECIFIATIONS. OPEN AREA 50% MAXIMUM
5 4.47 4.80 17.44 CFS 8,640 13,121 5,666 6,036 EL. 657.00 3.0 4.5 20 1.5 8 2.5" 2.1" 2 7.40 7.40 26.86 CFS 13,316 30,526 11,682 12,028 EL. 635.75 3.5 6.0 20 1.5 10 2.5" 2.5"
6 5.56 1.60 20.19 CFS 2,880 1 11,885 6,560 1 11,702 EL. 666.00 2.0 3.5 22 1.5 8 1.5" 1.4 3 14.47 1 14.47 52.51 CFS 26,039 61,945 22,843 23,417 EL. 647.75 3.5 6.0 1 28 1.5 8 4.0" 3.1"
SKIMMER SEDIMENT BASIN NOT TO SCALE SEDIMENT BASIN WITH OUTLET STRUCTURE NOT TO SCALE
15'
BUILDING PAD MIN. TOPSOIL VOLUME
(COMPACTED AT 15%)
WATER ENTRY UNIT WATER ENTRY UNIT `
WITH TRASH SCREEN GENERAL NOTES: WITH TRASH SCREEN GENERAL NOTES:
1. FAIRCLOTH SKIMMER® FLOW RATES WERE USED AS THE BASIS OF DESIGN WHEN 1, FAIRCLOTH SKIMMER® FLOW RATES WERE USED AS THE BASIS OF DESIGN WHEN o /jam/ 0
DETERMINING DRAINAGE CALCULATIONS. UTILIZING A PRODUCT FROM AN ALTERNATIVE DETERMINING DRAINAGE CALCULATIONS. UTILIZING A PRODUCT FROM AN ALTERNATIVE a
o ��/���=�/��/ VARIES 2H 1V MAX S2
MANUFACTURER WILL CREATE A SIGNIFICANT DEVIATION 7O THE DESIGN AND MUST BE MANUFACTURER WILL CREATE A SIGNIFICANT DEVIATION TO THE DESIGN AND MUST BE � �
APPROVED AND RECALCULATED BY THE DESIGN ENGINEER. APPROVED AND RECALCULATED BY THE DESIGN ENGINEER.
2. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE, 2. PROPER DESIGN MUST 8E COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. �fsT G ���/��/���/���/���/���/���/ m
3. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT o 3. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT rL STRUCTURAL VOLUME yUNQ ��V��V��V��V��V��V��V� V� D
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT
ORIFICE OPENING INSIDE THE A CHANGE. ORIFICE OPENING INSIDE THE A CHANGE.
ORIZONTAL TUBE WITH A 5. EMERGENCY ANKMENT MUSTABEMUCOMPACTED
TOO DESIGN
SIZED SPECIFICATIONS.
PROTECTION ORIZONTAL TUBE WITH A 5. EM4. ERGENCY SPIANKMENT LLWAYYST E MUST PBE CORRECTLY ACTED TO I SIZED GN SAND EROSION PROTECTION �� ������������LZ���
CONSTANT HYDRAULIC HEAD INSTALLED. CONSTANT HYDRAULIC HEAD INSTALLED
6- EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE 6, EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE STRUCTURAL FILL
DISCHARGE END OF THE PIPE. DISCHARGE END OF THE PIPE. BORROW PIT AREA
7, INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 7. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. (IF NECESSARY) 1-
SCHEDULE 40 PVC PIPE 8. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, SCHEDULE 40 PVC PIPE S. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, (REFILL WITH TOPSOIL
�(BARREt DR ARM AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. �(BARREI_ OR ARM) AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. COMPACTED AT 15%)
9, BARREL PIPE SHOULD BE 1.4 X DEPTH OF THE BASIN TO ENSURE PROPER FUNCTION. 9, BARREL PIPE SHOULD BE 1.4 X DEPTH OF THE BASIN TO ENSURE PROPER FUNCTION.
ARTHEN EMBANKMENT MAXIMUM HEIGHT OF FLOAT WHEN NO FILL LOT -
LEXIBLE HOSE ARTHEN EMBANKMENT LEXIBLE HOSE OTHER STORM WATER DISCHARGE EXISTOPENINGS VNvi
FLOAT MERGENCY SPILLWAY (MAJOR STORM EVENT) EX�•�
FLOAT MERGENCY SPILLWAY PVC VENT
PIPE
- �l GRATE INVERT
DISCHARGE STORM
PIPE VENT i / VARIES (2H/1V MAX) 0
H 4 H (MINOR STORM EVENT) �Bu LI DING PAD M N 15' 1 S2
TOP VIEW SCHEDULE 40 PVC PIPE LOAT TOP VIEW -I I LOAT
FLEXIBLE HOSE MUST BE i
(BARREL OR ARM) r SECURELY FASTENED TO i I W co
STORM WATER THE WATER QUALITY
FLEXIBLE H05E DISCHARGE DISCHARGE OPENING n
OPENING m
o I
_ OUTLET PIPE ' 17 /
a P a CUT LOT STRUCTURAL FILL
BORROW PIT AREA
LExIBLE HOSE NOTE: (REFILL WITH TOPSOIL
POTENTIAL FOR PIPING CAN ,; H L = 1.4 X DEPTH COMPACTED AT 15%)
OCCUR. PROPER DESIGN 'i TO THE OVERFLOW IN GENERAL, CORRECTION OF UNSTABLE AREAS WILL REQUIRE UNDERCUTTING TO
TO MINIMIZE DISCHARGE I L = 1.4 x DEPTH FIRM SOILS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE OVEREXCAVATED
AROUND PIPE MUST OCCUR. I TO THE OVERFLOW 'i MINIMUM LENGTH APPLIES VOLUME SHOULD BE REPLACED BY CONTROLLED FILL PLACED IN LOOSE LIFTS OF 8
"
MINIMUM LENGTH APPLIES IN. OR LESS IN THICKNESS. THE CONTROLLED FILL SHOULD BE COMPACTED TO AT
I { SCHEDULE 40 PVC PIPE LEAST 95% OF THE MATERIAL DRY DENSITY, AS DETERMINED BY THE STANDARD
U _ (BARREL OR ARM)
PROCTER COMPACTION TEST ASTM D698.
SIDE VIEW MAINTAIN DEPRESSION TO - SIDE VIEW MAINTAIN DEPRESSION TO -
STRUCTURAL FILL BORROW PIT
MINIMIZE CHANCE OF MINIMIZE CHANCE OF & TOPSOIL DISPOSAL DETAIL
DISCHARGE PIPE NO SCALE (NO SCALE}
SCHEDULE 40 ( ) SKIMMER BECOMING STUCK SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS D6/23 DRAWN 8Y T. R. EVANS 08/23
FAIRCLOTH SKIMMER FAIRCLOTH SKIMMER NTS
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT WWWFAIRCLOTHSKIMMER.COM FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET WWW.FAIRCLOTHSKIMMER.COM
TELEPHONE: [phone] STRUCTURE TELEPHONE: [phone]
FAX: [phone] FAX: [phone]
EMAIL: SALESOFAIRCLOTHSKIMMER.COM EMAIL: SALES+OFAIRCLOTHSKIMMER.COM
10.0' MIN. 13' MIN. GRASSED SWALE NOTES:
1. EXCAVATE CHANNEL TO THE CROSS-SECTION SHOWN.
DATA BLOCK 2. APPLY LIME, FERTILIZER AND SEED TO THE CHANNEL AND ADJOINING
BASIN No. DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H AREAS IN ACCORDANCE WITH THE SEEDING SCHEDULE.
AREA AREA REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) 1.50'(MIN) 1.50'(MIN) 3. START LAYING THE NET FROM THE TOP OF THE UPSTREAM END OF THE
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 CHANNEL AND UNROLL IT DOWN THE GRADE. DO NO STRETCH MATTING.
1 1.0'(MIN 1 1 1.0'(MIN)� 1 4 BURY THE SS THE
TOP END, EVERY 3E END D STAPLE TO AROUNDTHEEDGES AND ACROSS THE MAT THAT
3.0 3.0 3.0 3.0 THE STRAW IS HELD CLOSELY AGAINST THE SOIL.
NORTH AMERICAN GREEN BLANKET DS75 4'O NORTH AMERICAN GREEN BLANKET DS75 5. MATTING STRIPS SHOULD BE JOINED TOGETHER ALONG THE SIDES WITH
#5 WASHED STONE A 3' OVERLAP AND STAPLED TOGETHER. ��►►►f111f/// ��►►►I111f�/
CLASS I RIP RAP OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT ���
6" MIN. THICK x 3' HIGH (MIN) 6. TO JOIN ENDS OF STRIPS, INSERT THE NEW ROLL OF NET IN A TRENCH `��� `N CA
R04 /i/� `��� .\N CARD
\ I I l SWALE (TYPE A) SWALE (TYPE B) AS WITH UPSLOPE END AND OVERLAP IT 18" WITH THE PREVIOUSLY LAID / •••••••••. �/
\ UPPER ROLL. TURN UNDER 6" OF THE 18" OVERLAP AND STAPLE EVERY O •�FESS/�•.�'L ��� ��` O '•.•ti �i�
�•Q` '1' 9 % =.•••THE ISAACS :�
12" ACROSS THE END. Q 9<•; GROUP, P.C. 00
FLOW \\ 7. MINIMUM SLOPE ON SWALES IS 1.57 (UNLESS SPECIFICALLY LABELED ON PLANS) _ SEAL _ -
; ENGINEERING &
\ PIPE Z
026462 rnn :LAND SURVEYING;�
N GRASS SWALE ' .� ° C-1069 36' PIPE DIAMETER MAX, ��••• ••;' ��� ��T^ `•����
F)VGIN6.
/ , n n 1 n►► ��fn 1 n►►►►
/ TEMPORARY STOCKPILE ,
/ - WRAP STOCKPILE Digitally signed by
WITH DOUBLE ROW PLACE PROP. 3 FT MIN.) MATTING OVERLAP UNDER NEXT LIFT
SILT OF SILT FENCE 2 (MAX.) ( �� Anthony B. Cowan, P.E.
�
VOLUME = 3600 FT' PER ACRE DISTURBED TO TOP OF BERM ELEVATION. FENCE AS NEC. TO 3' BENCH 1 3' BENCH Know what's below. Date- 2024.02.09
SURFACE AREA REQ'D = 435 SQ. FT. PER CFS Q10 INTERCEPT SEDIMENT \ NEXT LIFT PROP. EXCELSIOR CURLER SLOPE 13-07-41-05'00'
PERSPECTIVE VIEW RUNOFF FROM CONSTRUCTION �Ijc1� STABILIZATION MATTING REQUIRED Call before you dig.
LD�x �L92�� \A CCF$ ON SLOPES GREATER THAN 3:1 (TYP.) THE EXISTING UTILITIES SHOWN ARE APPROXIMATE
1 I I I S ONLY AND SHOULD NOT BE RELIED UPON THE
#5 WASHED STONE it �7 � 2 (MAX.) EXACT LOCATION OR A COMPLETE INVENTORY
GENERAL NOTES: CLASS I RIP RAP WHEN PERFORMING SITE EXCAVATION.PRIOR TO
3' 3' BENCH
C- d � LIFT 2 0 � 1 COMMENCEMENT OF ANY EXCAVATION,CONTACT
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO MIN. FINISHED GRADE I WRAP STOCKPILE 811 OR A PRIVATE UTILITY LOCATOR AS NEEDED TO Project:
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS. EXIST. GROUND WITH DOUBLE ROW VES LOCATIONS AND EXISTENCE OF M c B R I D E SUBDIVISION
illl-III OF SILT FENCE EXISTINGTING UTILITIES.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS 1111- SEDIMENT
OTHERWISE NOTED. F - - I FLOW o`'� B NOTES: '% HEMBY BRIDGE, NORTH CAROLINA
Zoly - _III-III=I y PROP. TEMP. (MAX.)
�IIII�Ii_ LIFT 1 Title:
3' HOUSE CONSTRUCTION 1. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, SEDIMENT BASIN o i
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM H MIN. LIMITS OF UNDER 1
TOP OF BANK, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. �
HEIGHT. PIPE o ACCESS TO LOT DETAILS AND SPECIFICATIONS
DISTURBANCE a\ CONSTR• 2. WRAP THE PROPOSED STOCKPILE AREA WITH DOUBLE ROW SILT FENCE. - II
��: 3. CONTRACTOR TO BUILD STOCKPILE IN 10 FT LIFTS. - I, ``
4. MAY BE USED AT PIPES WITH MAX. DIAMETER OF 36". CLEANOUT ELEVATION (SEE NOTE 3) SECTION
p,C� 4. IF STRUCTURAL STOCKPILE, COMPACT EACH LIFT TO OPTIMUM MOISTURE CONTENT IN 12"
8 � ' 20155-S-DET.DWG
NOT TO SCALE pN-, S� INCREMENTS. NO. BY DATE REVISION f File : Date: 10/19/22 Project Egr: ABC
PROPOSED C G 5. STOCKPILES REQUIRE STABILIZATION AFTER LEFT IN PLACE LONGER THAN 7 DAYS. W GO Design B ABC
W 1 AEN 8/18/23 PER REVIEW COMMENTS 9 Y
Ft 6. STABILIZE LIFT SLOPES GREATER THAN 3:1 WITH EXCELSIOR CURLER SLOPE STABILIZATION = I S A A C S
PROPOSE 7. MATTINGBUILD (ORLI APPROVED
3 FEET BENCH FROM EDGE OF PREVIOUS LIFT SLOPE. 2 ABC 01/02/24 PER 2ND REVIEW COMMENTS O Drawn By: AEN
STD. N0. REV 8. REPEAT STEPS 3 THRU 6 FOR EACH ADDITIONAL LIFT. 3 AEN 02/09/24 PER NCDEQ REVIEW COMMENTS CIVIL ENGINEERING DESIGN AND SURVEYING-0 Scale: N.T.S.
GRAVEL AND RIP RAP FILTER BERM BASIN
9. CONTRACTOR IS TO REFER TO EROSION CONTROL NOTES FOR FILL MATERIAL.
30. 12 15 TYPICAL EROSION CONTROL PLAN $72o RED OAK BOULEVARD, SUITE 420
FOR INDIVIDUAL LOT CONSTUCTION STOCKPILE & BERM CONSTRUCTION SEQUENCE CHARLOTTE, N.C. 28217 C7.5
PHONE [phone] FAX [phone]
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Engineering\Design Drawings\Current\SHEETS\20155-S-DET.dwg,C7.5,2/9/2024 10:23:00 AM,bcowan,1:1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE DNSITE CONCRETE WASHOUT
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction �r
2. Provide drip pans under any stored equipment. B
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the """"ll °""¢
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The �, o o1-i
��
permittee shall comply with the Erosion and Sediment Control plan approved by the project. a o o s fnia-
5
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as o0
hazardous waste(recycle when possible). B
may not apply depending on site conditions and the delegated authority having jurisdiction. ,
5. Remove leaking vehicles and construction equipment from service until the problem ' "" rm.,mr'E1O1•CD"
has been corrected. � --""tern'-°r°"°""° ""�""rv"°"'r OP
SECTION E:GROUND STABILIZATION a` w••�:r.� :• M"°�rr •"r'�` _;,E_,mn
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ra M` Tr ;:.,m,, Prune only ffl remove any Root flare must be visible
Required Ground Stabilization Timeframes evert ecee Step 1: Remove soil and roots over the trunk flare to a recycling or disposal center that handles these materials. •B: , .�,,� broken,dead or diseased \ and of or 2"above l nished
Stabilize within this �rff
- Trunk Clore wood while preserving farm ���{-y��� � grade.Shrubs with root flare
man calendar BELnW GRA➢E 46MIIT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE LJ � buried b soil or mulch will be
Site Area Description Y Timeframe variations r•r m� �� @move excess and character of shrub:do y
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE sole. •1 not cur leader;do not prune \" rejected;do not pile mulch
land disturbance Trunk flare
1. Never bury or burn waste. Place litter and debris in approved waste containers. Remove • .'� to reduce canopy sire. \ C9 f against trunk.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS excess roots. ' -',".
R Hrrrriwnnd Ml ik h
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. New roof ball
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local surface.
b High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an a -~'-`'�'''`' 4''
( ) g Y None g approved facility. ;:Y, ._».,, *_
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in -`� -
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than p Gently pack backfill,using water to
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. ` r,:'=�.y -.= '4`I-�:?,� t= ' '}-'-:=' '�--.-..f--. - settle sail around root ball,
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an ice:;I,�:�,;';;+I Sl,:�.:.- -. 1� .•�`!:`I :`,��`.:,�:`I,�:`;
Finished Grade-
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for Tree planted too deeply Tree planted too deeply in
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two n roar ball,Remove root ball.Remove excess ...
containers overflow. types of temporary concrete washouts provided on this detail. excess$oil end roots. Sol and roots.-7 days for perimeter dikes,swales, Planting hole s must be 2-3 '�'.'.'.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Step 2- Remove defects times width of root ball, 9 ..
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or •• :..'
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must Cut here.- Cut here-
be pumped out and removed from project. 0"111=4 Place root pall on undisturbed soil
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE M1 or compacted sub-grade.
ditches,perimeter slopes and HQW Zones 1. Do not dum 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
e Areas with slopes p p p paint and other liquid waste into storm drains,streams or wetlands. - µ;y'r'
( ) p can be shown that no other alternatives are reasonably available. At a minimum, - .;�:?M 4`.i
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface .' J, Remove all nylon, 3x
there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive Y�` twine,and treated I Width:of root ball 1
spills or overflow. _ -
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area. ='`:F' - burlap. I ']
p Y p Y 7. Locate washouts in an easily accessible area,on level ground and install astone - SECTION VIEW
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project otes:
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. I. All shrubs Shall Conform to the standards set forth in the most recent American Standards for Nursery Stock published by the American Association of Nurserymen.
PORTABLE TOILETS o Five structure (large)roots shown in four structural roots shown in Black.
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75/capacity to limit black.Remove slructurol(white)root Remove root(white)growing over 2. Staking of shrubs is not recommended,except on very windy locations.If staking must be done,flexible straps-not hose and wire-should be used to allow slack for shrub
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tar sand bags or other temporary structural wrapping hunk flare. structural roots. to move in wind.Staking must be removed 1 ear after lantin Pro err owner is res pan for re lacement of destroyed or damn ed shrubs.
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot p p' g p Y 9 Y e g• P Y P P Y g
components when no longer functional. When utilizing alternative or proprietary For balled-and-burlapped shrubs,once the plant is in the hole,remove top 1/2 of basket and fop 112 0#burlap.If burlap is treated or plastic-coated,all of burlap must be
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. removed.Never use the trunk for leverage or as a handle to move the shrub,
Temporary StabiINation Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of . For Container-grown shrubs,carefully remove the plant from the Container without using the trunk for leverage or as a handle.See Root Correction-Container-Grown
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide stakingor anchoring of portable toilets during periods of high winds or in high Cut here. r Cul here. Trees and 5hurbs for instruction an performing required root ball shaving method for removing matted,girdling,or ciclin roots.Do not leave roots exposed for more than
g p g P g g in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance � � p g 4 g g g g• g p
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. 5 minutes.
.Hydroseed'ing • Geatextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. _ - For all trees and shrubs,roof flare must be visible and at or 2"above grade-shrubs planted too deep will be reacted.
•Rolled erasion control products withar reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace I UNION COUNTY NORTH CAROLINA
without tern po ra ry grass seed • Hydroseeding with properly operating unit. '11 \..
•Appropriately applied straw or other mulch ■ Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES I STANDARD SHRUB PLANTING DETAIL
.Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label `-- --__ .
• uniform and eve nly(I istributed gra u rid cover EARTHEN STOCKPILE MANAGEMENT restrictions. Cut here.
Cut here-
sufficient to restrain erasion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2• Store herbicides,pesticides and rodenticides in their original containers with the
■ Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls
retainingwalls label,which lists directions for use,ingredients and first aid steps in case of
and surface waters unless it can be shown no other alternatives are reasonably Sias structural roots shown in black.
accidental poisoning. Seven structural roots shown in black.
• Rolled erosion control products with grass seed available. p g Remove structural roofs(white)growing Remove struclurol roots lwhite)growing
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is over trunk ffare by cutting them just around or over trunk Rare b
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water before they make an abrupt turn. v cutli ng them
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. lust before they make an abrupt Cum.
Or surface water. If a spill occurs,clean area immediately. PRUNE ONLY TO REMOVE ANY BROKEN,
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. DEAD OR DISEASED WOOD WHILE
4. Do not stockpile these materials onsite. PRESERVING FORM AND CHARACTER OF
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance TREE;DO NOT CUT LEADER:DO NOT PRUNE
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined ATO REDUCE CANOPY SIZE
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE ROOT FLARE MUST BE VISIBLE AND AT OR 2"
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. a4v ABOVE FINISHED 0 RACE.TREES WITH ROOT
1. Create designated hazardous waste collection areas on-site. FLARE BURIED BY SOIL OR MULCH WILL BE
4. Provide ponding area for containment Of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. REJECTED;DO NOT PILE MULCH AGAINST
offsite. ��-k
NORTH CAROLfNA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. TRUNK
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover En Vrtp►Imp►LtALQuality
or surrounded by secondary containment structures.
Notes: 3"HARDWOOD MULCH
1. All trees shown are rejectable unless they undergo recommended correction. A.
NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 2. First step 1, then step 2. Adjust hole depth to allow for the removal of excess soil and GENTLY PACK SACKF ILL,USING WATER TO
SETTLE SOIL AROUND ROOT BALL
roots over the trunk flare. Trees planted too deep will be rejected.
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING PLANTING HOLES MUST BE2-3T1MES WIDTH
ROOT BALL TO ALLOW REMOVAL OF
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
UNION COUNTY, NORTH CAROLINA TOP 1/2 OF BASKET AND TOP 1/2 BURLAP
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported : REMOVE ALL NYLON,TWINE,AND TREATED
below. When adverse weather or site conditions would cause the safety of the inspection ROOT BALL CORRECTION DETAIL - BALLED AND BURLAPPED .,•° „e~,; BURLAP
The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC Ian must be kept up-to-date throughout the coverage under this permit. f t � • .
which it is safe to perform the inspection. In addition,when a storm event of equal to or pp p p p g g p (a) Visible sediment deposition in a stream or wetland. '}� ; . _
The following items pertaining to the E&SC plan shall be kept on site and available for �_
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours. PLACE ROOT BALL ON UNDISTURBED SOIL
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: -- OR COMPACTED SUBGRADE
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, 3x
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
W IDTH OF ROOTBALL
Inspect {during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date NOTES:
business hounji- locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or 1, ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN
(1)Rain gaup@ Daily Daily rainfa11amounits. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). ACCEPTABLE REJECTABLE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
maintained In If no daily rain gauge observations are made during weekend or
good working holiday perlgds, and nn Indlvrdual-day rainfall inlormation is plan. This documentation is required upon the 2. STAKING CIF TREES IS NOT RECOMMENDED.EXCEPT ON VERY WINDY LOCATIONS OR FOR LARGE
Y Structural roots.
order available,record the cumurative rain measurement for hose un- initial installation of the E&SC measures or if -. I ,r t,• EVERGREENS.IF STAKING MUST BE DONE,FLEXIBLE STRAPS-NOT HOSE AND WIRE-SHOULD BE
attended days land this will determine 11 a site inspection Is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 •x,:ry-y.s'• ._•. r r
�`: ', - •4.r' USED To ALLOW SLACK FOR TREE TO MOVE IN WIND.STAKING MUST BE REMOVED t YEAR AFTER
needed), Days an which no rdir4all occurred shall be recorded as Installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA Tr,1nk Fla'r_ °Y '•.�Nl' PLANTING.PROPERTY OWNER 15 RESPONSIBLE FOR REPLACEMENT of DESTROYED OR DAMAGED
"zero" The permittee may use another rain-monkorinq device (Ref:40 CFR 302.4)or G.S.143-215.85. Root ball periphery. TREES.
approved by the Division. (b) A phase of grading has been completed. Initial and date a eopyof the approved E&SC p p ry.
(2) E&SC At least once per 1, Ide n tit ica tion of the measures inspected, plan or complete,date and sign an inspection '` 4` 3, FOR BALLED-AND-BURLAPPED TREES.ONCE THE PLANT 15 IN THE HOLE,REMOVE TOP 1/2 OF
Measures 7 cal endardays 2. Date and time of the inspection, report to Indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. - -- 6
t Absorbing roots. BASKET AND TOP 1/2 OF BURLAP,IF BURLAP 15 TREATED OR PLASTIC-COATED,ALL OF BURLAP
and within 24 3. Name of the person performingthe inspection, construction phase. MUST BE REMOVED.NEVER USE THE TRUNK FOR LEVERAGE OR AS A HANDLE TO MOVE THETREE.
hours of a min 4. 1ndicalion of whether the measureswereoperating + 4, FOR CONTAINER-GROWN TREES,CAREFULLY REMOVE THE PLANT FROM THE CONTAINER
event a 1.0 inch in proper), (c) Ground cover is located and installed Initial and date a copy of the approved E&SC - _ r
y (e) Noncompliance with the conditions of this permit that may endanger health or the r WITHOUT USING THE TRUNK FOR LEVERAGE OR A5 A HANDLE-ROUGH UP THE ROOT BALL TD
24 hours 65.- Description of maintenance
dateds for the measure, in accordance with the approved E&SC plan report
complete,date and sign an inspection ______ ___ IDENTIFY AND CUT OUT MATTED,GIRDLING OR CIRCLING ROOTS,DO NOT LEAVE ROOTS
6- Description,
entit ci do evidence,andr8eoul ails impede lions taken, plan, report to indicate compliance with approved environment. - - Only absorbing roots reach the periphery near EXPOSED FOR MORE THAN 5 MINUTES.
(3)Stormwater AL least once per 2. Date andtim a the discharyeoutfalls lnspecled, ground cover specificatisns. Structural roots circle Interior of root ball.NO 5. FOR ALL TREES AND SHRUBS,ROOT FLARE MUST BE VISIBLE AND AT OR 2'ABOVE GRADE-TREES
d l5charge 7 calendar days 2. Date and time of the inspection, the top of the root ball.Structural roots mostly
wMa€Is(SDOs) and within 24 3. Name of the person performi rig the impecti on, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements � structural roots are horizontal and reach the root PLANTED TOO DEEP WILL BE REJECTED.
p g q wrap or are deflected on the root ball interior.
hours of a rain 4. EvMenceof indicators of stormwater pollution such as oil requirements for all E&SC measures - - -Structural roof, ball periphery near the top of the root ball.
event?1.0 inch in sheen,Poati rig or suspended so r
lids or discoloration, have been perfomed. After a permittee becomes aware of an occurrence that must be reported,he shall contact The point where fop-most root(s) Roots radiate from trunk and reach
24 hours s. Indication ot visible sediment leaving the site, - - ---------- - the appropriate Division regional office within the timeframes and in accordance with the emerges from the trunk(trunk side of root ball without deflecting
fi- isible edam evidence,and ddate
outs a siteIive s,then taken, (e) Corrective actions have been wken Initial and date a ooate a the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be Flare)should be within the top 2" down or around. UNION COUNTY NORTH CAROLINA
(4)Perimeter of Al least once per It visible sedimentaeian is found outside siteiimiu,then a record to E&SC measures. plan or[amplete,date and sign an Inspection r
reported to the Department's Environmental Emergency Center personnel at(800) of substrate.The trunk flare and
site 7calcrdardays ofehefollowinRshallbemade: report toindiratethecompletionofthe -ti•,,rw�wkr �+er•' STANDARD TREE PLANING DETAIL
858-0368. the root ball interior should be free '; �` ­: :•R
and within 24 1. Adians taken to cleanup or stabilize the!tir:dimrnt that hen€r.R corrective action. •�.�:.: .-��I_�
hours of a rain the site limits, of defects including Circling, :f'}:i
event I1,0 inch in 2, Desc riptiarr,Evidence,and date❑I corrective aCLionS taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
kinked,ascending,and stem mac• •c�:e:a,.
24 hours 3, An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the la)Visible sediment . within 24 hours,an oral or electronic notification. g[rdl[ng roots.Structural roots shall •'w. *•<ia;�ti t
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7caiendardays,a report that contains a description of the r
(51 streams or At(east unce per If the stye Tin❑r wetland has increased visible sedimenlatian or a reach the periphery near the top
wetlands on site 7 cal endardays streain has visible Increased turbidii lrorn the emstruWon Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
Y 0ivision staff may waive the requirement far a written report an a Of the root f7a -
profisile and within 24 activity,then record of the following shall be made: this requirement not practical:
(where hours olarain 1. Description,evidence and date of mrrective actions taken,and case-by-case basis. BEFORE SHAVING SHAVING PROCESS SHAVING COMPLETE
accessible) event21.0 inch in 2. Recurdsol the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the INC 303(d)list as impaired for sediment- -
_ __ __24 hours Regional Dffice per Pnrt 4II,Se-tion C Item(21(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground Alter each phase 1. The phaseol grading(imtallaLionof perimeter E&SC monitoring,inspections or apply more stringent practices if staff Structural roots descend inta root ball inter[ar.Na
stabilfzatlon of grading measures,cleari rig andgruatIng,Installatlonofstorm (b) Records of inspections made during the previous twelve months. The permittee shall determine that additional requirements are needed to assure compliance I structural roots are horizontal and reach the root Structural roots circle and do not Tact late from
measures dnInage fact IIti es.complet Ion of all land-dlsturbIng record the required observations on the Inspection Record Form provided by the ball periphery near the to ofthe root ball. the trunk.
with the federal or state impaired-waters conditions- p p Y p
groulty,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of r �- z _
ground moat}. ih}Oil spills and . Within 24 hours,an oral or electronic ndtifiCBtion, The notifiCatlpn �� � �.
electronically-available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
2. Dtxumen[atian LhaL Lherequired Bround slabili�alian r y
measures have been provided wlLhln the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. 1 � • . `
-• �'- Roots growing
Llmef rame or an assuranty that they will be provided as 5uh5tanCQS per item e . - },+i�M•,r
3.Documentation to be Retained for Three Years a a • a te'- _., ,4, -
_soon.x passible_ 1(b)-(c)above t 0 a , Y •:r1 I tangent to trunk.
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • Areport of least ten days before the date of the bypass,if possible, .+ ' ' ` C,,
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] . y , "::: _;L
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and '- ; j a "
122.41(m)(3)) effect of the hypass. �`'`'
[d)Unanticipated • Within 24 hours,an oral orelectronic notification. Shave root Shave outer Root rips
PART II,SECTION G,ITEM(4) h asses[40 CFR • Within 7calendardo s,a repo that includes an evaluation of the exposed at
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT YP y p ball here all
periphery 11
122.41(m)(3)I quality and effect of the bypass. remove all the root ball periphery of root
(e)Noncompliance • Within 24 hours,an oral or electronic notification. roots growing a maximum ball.All roots Y
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions ■ Within 7 calendar days,a report that contains a description of the growing around Structural roots primarily row to one side. Structural roots missing from one side, 1111111/1 1111 I11
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, on periphery. of 2"(hick. periphery are p Y 9 and/or grow tangent to trunk. ���```` CAR 1////// ���`````,, CA 11/////I
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger indudIng exact dates and times,and if the noncompliance has not removed. `�� (�...• ...�4/� ,,:." `�� '�C`•.....RQC����j
health or the been corrected,the anticipated time noncompliance is expected to �, �.•'• ES$ % -y �I �ZN 0 •' '•. -y ��
environment[40 continue;and steps taken or planned to reduce,eliminate,and Notes: `�,.** F /O+•• 9 �� `�_: .'9 �-
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal � l Q y oo � THE ISAACS
CFR 122.41(11{7)] preven t recc cu rre nce a f the noncompliance.[40 CFR 122.41(1)(6). 1. Observations of roots shall occur prior to acceptance. � _ GROUP, P.C. �:
shall not commence until the E&SC plan authority has approved these items, Division staff may waive the requirement fora written re art an a
P 2. Small roots (114 or less) that grow around, up, or down the root ball periphery are considered a nermal condition in container production and are _ SEAL _ ENGINEERING &
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. 026462 � -m !LAND SURVEYING; Z
acceptable however they should be eliminated at the time of planting. Roots an the periphery can be removed at the time of planting. (see root ball o
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include � :� NO. C-1069
shaving container detail). � ..�`
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, g i� •F R_ .`� .0 � .. . Q-`�
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, 3. Shaving to be conducted using a sharp blade or hand saw eliminating no more than needed to remove all roots on the periphery of root ball, i,� .:�GINE'E.- �"Z-. �j 14 ..... / .�
e Velocity dissipation devices such as check dams,sediment traps,and ri ra are provided at the discharge points of all dewaterin devices,and l r t NORTH CAROLINA 4. Shaving Can be performed just prior to planting. '��//���VY B��C'�����`` ''�'/�TFOF•Av��Z CNN
( ) Y p p , rip rap p g p g
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. T Fn Y1rOAmEITf'pl Qlfaflry I/1j111111111�� 14111 1 1 1 1 11���
UNION COUNTY, NORTH CAROLINA Digitally signed by
NCGO 1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/O1/19 ROOT CORRECTION DETAIL - CONTAINER-GROWN TREES AND SHRUBS �I� /�. Anthony B. Cowan, P.E.
(�]�---Date: 2024.02.09
1 3:07:1 1-05'00'
Project:
McBRIDE SUBDIVISION
� HEMBY BRIDGE, NORTH CAROLINA
Title:
, �/y DETAILS AND SPECIFICATIONS
NO. BY DATE REVISION File :20155-s-oETawc Date: 09/13/2023 Project Egr. ABC
1 ABC 09/13/23 PER REVIEW COMMENTS I Z7 Design By ABC
2 AEN 01/26/24 PER 1ST NCDEQ EC COMMENTS O Drawn By: AEN
CIVIL ENGINEERING DESIGN AND SURVEYING _-_
Scale: N.T.S.
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C7.6
PHONE [phone] FAX [phone]
cive Projects roue ern y bridge Ueveiopmeni zu i owtzi-igineering esggn u rawings urren - - wg, Cowan,

N
Wf
DISCLAIMER V
This application design is not a professional engineering drawing, and the design, including reported data and calculated results, is provided for informational purposes only, without any warranty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual@ lighting application software, photometric/radiometric data measured in a laboratory, and certain computational and modeling assumptions. -
Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-field measurement conditions; far-field data is not generally representative of near-field geometric conditions. When using far-field photometric/ radiometric data, the Visual software applies certain generalizing assumptions to approximate near-field performance. These approximations may result in
significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or point.
+ + +O.s 1. ® The modeling of radiant flux exchange used in the Visual software requires a uniform exitance across each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitances into subsurfaces with sufficiently uniform exitance gradients. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high LLI
0.30.40.9+1.8+2. 2' exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into calculated values. M N
0.6+0.5+0.5+0.7+1.a+1.8+1 Calculations performed by the Visual software assume that all reflected flux is reflected in a perfectly diffuse (Lambertian) and spectrally uniform manner across the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from predicted quantities. L)
As a result of the computational limitations and simplifying modeling assumptions described above, and/or variations in actual product performance from tested product samples, the accuracy of calculated output values identifying expected radiometric quantities and any resulting derived radiation dose calculations may be adversely affected. Q Z N
+ + + + + + + In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (including but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications), if incorrect assumptions are made because of such deficiencies in the information provided, or if typicalED
assumptions made about the depicted physical space are not appropriate for the s ace. Furthermore actual field performance may differ from performance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the information provided about the physical space, degradation factors in the end- user environment (including, but not limited to voltage variation and dirt accumulation or other possible variations in field
k + + + + + + P P P Y PP P Y P 9 Y P P Y P ,
1.9 1.7 1.3 1.5 2.0 1. .8 g g g
conditions. Finally, lamp lumen depreciation and/or depreciation in lamp radiant intensity may result in performance over time that differs from performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance overtime that differs from calculated performance. En „
�461.-:144+1.6+ + .6 It is the obligation of the end-user to consult with appropriately qualified Professional Engineer(s) to determine whether this application design meets the applicable requirements for performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this application design. W
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0.1�. 1.3+2 + 2+ General Notes - Exterior O
0.1+0. 1.0+1. 12 + a+ 5 1. Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated
+0.1+0. 0.61 + 7+ 2 performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08
+0.2+0. +0.4'0. + .1+ 6 and projected per IESNA TM-21-11).
+05+0 + 3 + 2. Please refer to the fixture labels for product type and mounting height.
+1 2+0 +04% + 6+ 5 11 1 3. Product information can be obtained at https://www.acuitybrands.com/ or through your local
+1.7+1. +0.8+0. + .9+ 6 agency.
3
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.6 61 B -733.43 1992.14 12.00 12.00 227.37 0.00 -733.43 1992.14 0.00
0.4+0. + .5+ .4 62 B -744.12 1927.57 12.00 12.00 324.66 0.00 -744.12 1927.57 0.00
0.5+0. +0.7+1. + .2+ . 63 B -875.16 1835.02 12.00 12.00 119.61 0.00 -875.16 1835.02 0.00
+0 2+0 +1 2+1 1.2+ 2 64 B -972.67 1617.73 12.00 12.00 111.64 0.00 -972.67 1617.73 0.00
+0.1+0. + 7+2 .4+ 5 65 B -901.77 1723.65 12.00 12.00 294.88 0.00 -901.77 1723.65 0.00
1 .1 +1.3+1. + .8+ . 66 B -971.00 1490.86 12.00 12.00 278.41 0.00 -971.00 1490.86 0.00
+(.its 10. +0.7+1.3 0.7' .0+ .9 67 B -802.05 1942.91 12.00 12.00 110.54 0.00 -802.05 1942.91 0.00
0.1+0.10.1 { +0.3+( 5 7+0 8 { 4 +0 9+ 9+ 68 B 1006.67 1379.20 12.00 12.00 90.00 0.00 1006.67 1379.20 0.00
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 69 B -959.85 1318.84 12.00 12.00 222.90 0.00 -959.85 1318.84 0.00
0.2 0.2 0.2 0.1 0.1 .1 0.2 0.4 0.7 1.1 1.8 1.6 0.9 0.6 0.3 0.1 0.1 0.1 0.1 0.2 0.5 1.1 1.4 2.1 �.51E3�9 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.5 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.30.3 0.3 0.3 0.3 .3 0.3 0.5 0.7 1.1 1.6 1.3 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.5 1.3 1.6 2.1��.��$0.3 0.1 0.1 0.1 0.1 0.2 0.5 0.7 1.2 1.4 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.3 0.8 1.8 1.4 1.81@ 11 .6 0.2 0.2 0.3 0.9 .8 .5 12
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+ + + + + + + + + + 71 B -977.55 1189.68 12.00 12.00 270.00 0.00 -977.55 1189.68 0.00
0.6 0.5 0.4 0. 2 { 0.2 0.4 .7 .0
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1.8 1.1 .7 1.3 0.8 .4 0.3 .3 .4
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�� 2 75 B -980.67 753.04 12.00 12.00 270.00 0.00 -980.67 753.04 0.00
+1 8+1 +��� 2 + 2+ 2 76 B -1008.75 544.51 12.00 12.00 90.00 0.00 -1008.75 544.51 0.00
4 .3 77 B -979.08 419.81 12.00 12.00 270.00 0.00 -979.08 419.81 0.00
0.60. 0.90. 9 'S 78 B 987.35 262.65 12.00 12.00 65.57 0.00 -987.35 262.65 0.00
0.8 0. 0.3+0. + 2+ 79 B -870.28 214.38 12.00 12.00 190.84 0.00 -870.28 214.38 0.00
0.1+0. kj + 0+ .3 80 B -787.26 180.35 12.00 12.00 0.00 0.00 -787.26 180.35 0.00
0.1+0. p + 81 B -661.00 211.21 12.00 12.00 171.27 0.00 -661.00 211.21 0.00
+2 1+2 +0 1+o l...+ .8 82 B -552.49 237.07 12.00 12.00 313.48 0.00 -552.49 237.07 0.00
+�E@. 0.10. .9 .5 83 B -540.84 350.65 12.00 12.00 90.00 0.00 -540.84 350.65 0.00
+1.6+0. +0.2+0. .4 84 B -511.11 481.10 12.00 12.00 270.00 0.00 -511.11 481.10 0.00
+0.7+0.5 +0.410 4 3.2 .2 85 B -539.17 611.56 12.00 12.00 90.00 0.00 -539.17 611.56 0.00
+0.3+02 3.3 86 B -898.81 645.54 12.00 12.00 0.00 0.00 1 -898.81 645.54 0.00
0.1+0. +1.0+1. 6 .7 87 B -768.21 675.44 12.00 12.00 180.00 0.00 -768.21 675.44 0.00
0.1+0. +1.62. .0 .7 88 B -638.11 643.06 12.00 12.00 0.00 0.00 -638.11 643.06 0.00
0.1+0. +�.�1. 12 1.4 .8 89 B -173.65 642.22 12.00 12.00 0.00 0.00 -173.65 642.22 0.00
0.1+0. +W1. 5 °i 90 B -299.48 672.93 12.00 12.00 180.00 0.00 -299.48 672.93 0.00
0.3+p. 0.wo. 1.4 . 91 B -430.61 642.78 12.00 12.00 0.00 0.00 -430.61 642.78 0.00
+�5 +0.3+0. 1.0 .6
92 B -53.71 671.84 12.00 12.00 180.00 0.00 -53.71 671.84 0.00
0.99. 0.1+0. 6 93 B -510.47 704.59 12.00 12.00 270.00 0.00 -510.47 704.59 0.00
+1. 1. 0.1+0. .2 .3 94 B -539.58 826.67 12.00 12.00 90.00 0.00 -539.58 826.67 0.00
+1 4+2 +01+0 2 95 B -508.18 917.26 12.00 12.00 270.00 0.00 -508.18 917.26 0.00
0.1+0. .2 96 B -538.06 1044.67 12.00 12.00 90.00 0.00 -538.06 1044.67 0.00
0.5+1. +0.2+0 4 97 B -506.81 1165.25 12.00 12.00 270.00 0.00 -506.81 1165.25 0.00
+ + + + 0 98 B -858.98 1270.69 12.00 12.00 0.00 0.00 -858.98 1 1270.69 0.00
+ + + + 99 B -740.34 1300.03 12.00 12.00 180.00 0.00 -740.34 1300.03 0.00
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101 B -546.41 1265.76 12.00 12.00 90.00 0.00 -546.41 1265.76 0.00
0.9 0. 1.9 1., 2' 102 B -504.68 1370.38 12.00 12.00 270.00 0.00 -504.68 1370.38 0.00
+ ,i1. v��' 1".2 .7
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`$ 'Vo 103 B -525.73 1501.17 12.00 12.00 101.88 0.00 1 -525.73 1501.17 0.00
+2.1+1. 1.7 0 0.7 104 B -478.14 1557.39 12.00 12.00 293.82 0.00 -478.14 1557.39 1 0.00
1.51. 9 9.3 .3 105 B -447.24 1670.63 12.00 12.00 128.88 0.00 -447.24 1670.63 0.00
8.2 .2 106 B -342.12 1741.08 12.00 12.00 308.59 0.00 -342.12 1741.08 0.00
+1.0+ 7 0.210. 0.2 .2 107 B 86.95 1194.54 12.00 1 12.00 133.95 0.00 86.95 1194.54 0.00
+0.90. +0.10. 0.4 .5 108 B 198.48 1259.92 12.00 12.00 315.42 0.00 198.48 1259.92 0.00
+1.6+1.2 0 +0.2+ .1 °' 2MW" 0.8 .2 109 B 52.94 1078.54 12.00 12.00 286.13 0.00 52.94 1078.54 0.00
wrs•ss esw
+1.5+1. +0.4+0. 1.1 1.0 110 B 15.82 972.02 12.00 12.00 90.00 0.00 15.82 972.02 0.00
+1.7+2.0 +0.8+ .8 2.0 Q1 111 B 47.60 871.72 12.00 12.00 270.00 0.00 47.60 871.72 0.00
+�+p +1.7+1. 1.9 .4 @ 12 112 B 16.08 767.46 12.00 12.00 90.00 0.00 16.08 767.46 0.00
0.7+0.3 �15 2. / 1.0 .0 113 B 45.71 670.12 12.00 12.00 270.00 0.00 45.71 670.12 0.00
+0.7+1.+ .8 0.8 .0 114 B 15.25 559.81 12.00 1 12.00 90.00 0.00 15.25 559.81 0.00
�0.10.1+0. 0.20.3+0 .4 @ 1 0.3 115 B 44.24 464.82 12.00 12.00 270.00 0.00 44.24 464.82 0.00
+ .1+0.10.20.6 4 0.3+0.1+0.1+ 0.1 .1 116 B 15.23 362.67 12.00 12.00 90.00 0.00 15.23 362.67 0.00
52.1 1.8+� ,, +�$+0.3+ . 1 0.1 .1 117 B 44.07 260.35 12.00 12.00 270.00 0.00 44.07 260.35 0.00
+ + + + + + + + + + + + + + + + + + + + + + + + + + = 118 B 14.72 130.32 12.00 12.00 90.00 0.00 14.72 130.32 0.00
41.71.20.90.50.30.5 �. ®����0. (� "�1.10.10.10.20.51.01.22.01.7 0.1 .1
0.1 .1 119 B -9.77 51.95 12.00 12.00 71.69 0.00 -9.77 51.95 0.00
0.2 .1 120 B 63.79 60.39 12.00 12.00 278.41 0.00 63.79 60.39 0.00
0.4 .3 121 B 1 -1009.21 621.95 1 12.00 12.00 90.00 0.00 -1009.21 621.95 0.00
1.2 0.9 .5 122 B 1 -1010.35 328.0 1 12.00 12.00 72.06 0.00 -1010.35 328.03 0.00
2.1 1.2 .9
Statistics
m
lie
2.1 i�2 .9 Description Symbol Avg Max Min Max/Min Avg/Min
g"srla 1.2 0 0.
0.60.E�60.6
0.70.60.5 506+0.9 Road Summary
+1.1+0.8+0.6�5+0.9+1.3+1. + 0.$ f C 2.7 f C 0.1 f C 2 7.0:1 $.0:1
a
2.5 1.9 1.0 0.7 1.2 1.7 .6 1 2�
+ jj9+0 7+0 8+ Designer
+ 6 R.Cunningham
s Date
Total
$ $# Symbol Label Quantity Manufacturer Catalog Number Description Number Lumens Light Loss Lamp Wattage Distribution 12/14/2023
Scale
62 American Electric 247L P155 XXXX 40K R5 247L American Revolution LED, P155 1 7160 0.91 7160 69.9934 TYPE VS, BUG RATING:
B Lighting AY Performance Package, 4000K CCT, R5 B3 - U3- G3 As Shown
as LF
a �s�3� Distribution,Acrylic Refractor
Drawing No.
4P 253596-0 131
Plan View
1 of 3
Scale- 1" = 60ft

N
LU
DISCLAIMER Ll
V
This application design is not a professional engineering drawing, and the design, including reported data and calculated results, is provided for informational purposes only, without any warranty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual@ lighting application software, photometric/radiometric data measured in a laboratory, and certain computational and modeling assumptions. -
Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-field measurement conditions; far-field data is not generally representative of near-field geometric conditions. When using far-field photometric/ radiometric data, the Visual software applies certain generalizing assumptions to approximate near-field performance. These approximations may result in
significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or point.
The modeling of radiant flux exchange used in the Visual software requires a uniform exitance across each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitances into subsurfaces with sufficiently uniform exitance gradients. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high LLI
exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into calculated values. M N
Iculations performed by the Visual software assume that all reflected flux is reflected in a perfectly diffuse (Lambertian) and spectrally uniform manner across the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from predicted quantities. L)
result of the computational limitations and simplifying modeling assumptions described above, and/or variations in actual product performance from tested product samples, the accuracy of calculated output values identifying expected radiometric quantities and any resulting derived radiation dose calculations may be adversely affected. Q Z N
ion, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (including but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications), if incorrect assumptions are made because of such deficiencies in the information provided, or if typical E
ass ti s made about the depicted physical space are not appropriate for the space. Furthermore, actual field performance may differ from performance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the information provided about the physical space, degradation factors in the end- user environment (including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field z
conditi inally, lamp lumen depreciation and/or depreciation in lamp radiant intensity may result in performance over time that differs from performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance overtime that differs from calculated performance. L
0.8 1 It is t a 'on of the end-user to consult with appropriately qualified Professional Engineer(s) to determine whether this application design meets the applicable requirements for performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this application design. uJ
+0.3 +0.4 +0.9 +1.8 +2.7 B O
+0.6 +0.5 +0.5 +0.7 +1.4 +1.8 +1.
+1.3 +0.9 +0.7 +0.7 +1.0 +1.2 +1.
+2.1 +1.2 +0.9 +0.9 +1.2 +1.2 +1.
0 +11...99 +1.7 +1.3 +1.5 +2.0 +1.4 + .8
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+0.6 +0.7 .6 +1.3 +1.9 +1
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0.2 0. 1.3 1
+0.1 + .1 1.2 +2.3 .4
+0.1 .1 +1.2 +1.
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+0.1 +0.1 +1.0 +
+0.2 +0. 0.7 +0.8 .2
+0.5 + +1.1 +0.
+1.0 + .3 +1.5 +0.
+1.2 .2 +1.9 +
+1.7 +2.2 +16G a21
+1.4 +1.5 12' +1.9 +1.1
+0.9 +1. +1.0 +0.
+0.6 +0. +0.4 +0
+0.3 +0 +0.2 +
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+0.8 + .5 +0.4 .5 m
+1.1 .8 +0.8 1.2 V
� +1.9 1.1 +1.1 1.9
B @21�'1. +1.9 1.� General Notes - Exterior '
1. Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated
+1.1 .9 +1.8 1.4 performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 L
+1.0 .7 +1.0 1.9 and projected per IESNA TM-21-11).
2. Please refer to the fixture labels for product type and mounting height.
g+01 0.8 +0.7 0 3. Product information can be obtained at https://www.acuitybrands.com/ or through your local
+off 1 +o. a agency. 0
a
+0.7 1. �;+0
+0.6 +1. +0.1 +0.1 .1
+0.6 +1.2 +0.3 +0.2 .2 ■O
+0.5 +0.8 +1.1 +1.0 +1. +0.7 +0.4 +0.2 +0.1 +0.2 +0.4 +0.6 +0.9 +1.3 +1.1 +0.7 +0.4 +0.2 0.1 0.1 0.1 0.2 0.6 1.5 2.0 1.4 61� 11Z8 0.8 0.3 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.0 0.7 0.5 0.4 0.5 +0.8 +0.8 +0.6 +0.4 .2 0.4 +0.5 +0.5
+0.8 +0.6 +0.6 +0.6 +0.6 +0.4 +0.2 +0.1 +0.1 +0.2 +0.5 +1.0 +1.2 +2.1 +1.7 +1.1 +0.7 +0.3 +0.1 0 + + + + + + +1.5 +1.0 +0.6 +0.3 +0.1 +0.1 +0.1 +0.2 +0.4 +0.9 +1.2 +2.1 +1.7 +1.1 +0.8 +0.6 +0. +1.1 +1.8 +1.8 +1.1 +0.6 .3 +1.0 +0.9 +1.0 + .6 D
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+2.2 + .3 +1.3 +0.9 +0.3 +0.7 +1
B @ 12'
+1.3 .0 1.0 +0.6 +0.1 +0.2 +
+1.1 +0.4 +0.1 + Luminaire Locations
+0.9 +0.2 +0.1Location Aim
+ �
+1.1 +0.2 �.�® +0.4 +0 •
,
+1.2 +0.3 +1.3 +0 °+ 61 B -733.43 1992.14 12.00 12.00 227.37 0.00 -733.43 1992.14 0.00
a
� +2.0 � +0.6 +1.4 +1.1
62 B -744.12 1927.57 12.00 12.00 324.66 0.00 -744.12 1927.57 0.00
63 B -875.16 1835.02 12.00 12.00 119.61 0.00 -875.16 1835.02 0.00
+2.0 B @ 12' +1.0 +1. .313' 64 B -972.67 1617.73 12.00 12.00 111.64 0.00 -972.67 1617.73 0.00
+ + + + + 65 B -901.77 1723.65 12.00 12.00 294.88 0.00 -901.77 1723.65 0.00
0 1.1 1.5 1.5 .1 1.4
66 B -971.00 1490.86 12.00 12.00 278.41 0.00 -971.00 1490.86 0.00
'0 +0.9 +2"A 0.4 �+ . 67 B -802.05 1942.91 12.00 12.00 110.54 0.00 -802.05 1942.91 0.00
4 +0.4 + + 4 ®® 68 B -1006.67 1379.20 12.00 12.00 90.00 0.00 -1006.67 1379.20 0.00
69 B -959.85 1318.84 12.00 12.00 222.90 0.00 -959.85 1318.84 0.00
+ 2 0.1� + +0.1 + .1 70 B -1006.24 1256.41 12.00 12.00 90.00 0.00 -1006.24 1256.41 0.00
o +P 71 B 977.55 1189.68 12.00 12.00 270.00 0.00 977.55 1189.68 0.00
(L3 0.4 0.1 0. 1 72 B -1007.69 1094.78 12.00 12.00 90.00 0.00 -1007.69 1094.78 0.00
20
0.7 +0.6 0.2 + �� +0.2 0. 73 B -979.08 968.24 12.00 12.00 270.00 0.00 -979.08 968.24 0.00
a 74 B -1009.84 841.13 12.00 12.00 90.00 0.00 -1009.84 841.13 0.00
- 1.7 +1.0 0.1 +(� 4 .4 75 B -980.67 753.04 12.00 12.00 270.00 0.00 -980.67 753.04 0.00
PC:19 .21
+ +°a + + 76 B -1008.75 544.51 12.00 1 12.00 90.00 0.00 1 -1008.75 544.51 1 0.00
1.8 1.4 0.1 0.1 .7 1.
77 B -979.08 419.81 12.00 12.00 270.00 0.00 -979.08 419.81 0.00
1.8 +2.4 0.1 +0.1 +1. +1. 78 B -987.35 262.65 12.00 12.00 65.57 0.00 -987.35 262.65 0.00
1.8 1.4 @ 0.3+1 +0.2 2 1+ 79 B -870.28 214.38 12.00 12.00 190.84 0.00 -870.28 214.38 0.00
80 B -787.26 180.35 12.00 12.00 0.00 0.00 -787.26 180.35 0.00
1.6 +0.9 0.7 +0.5 +1.1 +1.6 81 B 661.00 211.21 12.00 12.00 171.27 0.00 661.00 211.21 0.00
82 B -552.49 237.07 12.00 12.00 313.48 0.00 -552.49 237.07 0.00
0.7 +0.5 1.6 +0.9 +0.8 83 B -540.84 350.65 12.00 12.00 90.00 0.00 -540.84 350.65 0.00
0.3 +0.2 1.7 +1.4 +0.5 + 84 B -511.11 481.10 12.00 12.00 270.00 0.00 -511.11 481.10 0.00
85 B -539.17 611.56 12.00 12.00 90.00 0.00 -539.17 611.56 0.00
0.1 +0.1 1.9 +2.4 +0.3 86 B -898.81 645.54 12.00 12.00 0.00 0.00 -898.81 645.54 0.00
JB 2'
0.1 +0.1 1. 1.4 +0.1 0. 87 B -768.21 675.44 12.00 12.00 180.00 0.00 -768.21 675.44 0.00
88 B -638.11 643.06 12.00 12.00 0.00 0.00 -638.11 643.06 0.00
0.1 +0.1 1.6 +0.9 +0.1 01 89 B -173.65 642.22 12.00 12.00 0.00 0.00 -173.65 642.22 0.00
0.1
+0.1 0.7+ +0.5 +0.2 +0 90 B -299.48 672.93 12.00 12.00 180.00 0.00 -299.48 672.93 0.00
91 B -430.61 642.78 1 12.00 12.00 0.00 0.00 -430.61 642.78 0.00
+0.3 +0.3 +0.3 +0.2 +0.5 +0 92 B -53.71 671.84 12.00 12.00 180.00 0.00 -53.71 671.84 0.00
93 B -510.47 704.59 12.00 12.00 270.00 0.00 -510.47 704.59 0.00
+0.5 +0.8 +0.1 +0.1 +1�10 94 B -539.58 826.67 12.00 12.00 90.00 0.00 -539.58 826.67 0.00
+0.8 +1.2 +0.1 +0.1 + -1 95 B -508.18 917.26 12.00 12.00 270.00 0.00 -508.18 917.26 0.00
® 96 B -538.06 1044.67 12.00 12.00 90.00 0.00 -538.06 1044.67 0.00
+1.3 +1.8 +0.1 +0.1 ❑ 2. 1 97 B -506.81 1165.25 12.00 1 12.00 270.00 0.00 -506.81 1165.25 1 0.00
+1.4 +2.1 +0.1 +0.1 B (9. 21 98 B -858.98 1270.69 12.00 12.00 0.00 0.00 -858.98 1270.69 0.00
99 B -740.34 1300.03 12.00 12.00 180.00 0.00 -740.34 1300.03 0.00
+0.9 +1.2 +0.2 +0.3 k10.29`25 +1 2 +0 100 B -618.85 1269.04 12.00 12.00 0.00 0.00 -618.85 1269.04 0.00
+0.6 +1.0 +0.4 +0.7 +0 8 +0 101 B -546.41 1265.76 12.00 12.00 90.00 0.00 -546.41 1265.76 0.00
102 B -504.68 1370.38 12.00 12.00 270.00 0.00 -504.68 1370.38 0.00
+0.3 +0.4 +0.7 +1.2 +0 3 +0 103 B -525.73 1501.17 12.00 12.00 101.88 0.00 -525.73 1501.17 0.00
+ + + + + 104 B -478.14 1557.39 12.00 12.00 293.82 0.00 -478.14 1557.39 0.00
04' 12 1.2 1.7 0 2 0
105 B -447.24 1670.63 12.00 12.00 128.88 0.00 -447.24 1670.63 0.00
+0.1 41 +1.3 +2.2 +0 2 +0 106 B -342.12 1741.08 12.00 12.00 308.59 0.00 -342.12 1741.08 0.00
107 B 86.95 1194.54 12.00 12.00 133.95 0.00 86.95 1194.54 0.00
+0.1 +0.1 +1.0 +1.2 +0 4 +0 108 B 198.48 1259.92 12.00 12.00 1 315.42 0.00 198.48 1259.92 0.00
+0.1 +0.1 +0.6 +1.0 +0 7 +1 109 B 52.94 1078.54 12.00 12.00 286.13 0.00 52.94 1078.54 0.00
110 B 15.82 972.02 12.00 12.00 90.00 0.00 15.82 972.02 0.00
+0.2 +0.2 +0.4 +0.5 +1 1 +1 111 B 47.60 871.72 12.00 12.00 270.00 0.00 47.60 871.72 0.00
+0.5 +0.4 +04 + .3 +1.8 +2.
112 B 16.08 767.46 12.00 12.00 90.00 0.00 16.08 767.46 0.00
71
113 B 45.71 670.12 12.00 12.00 270.00 0.00 45.71 670.12 0.00
+1.2 +0.7 +0.4 -0.3 +1.6 +1. 12' 114 B 15.25 559.81 12.00 12.00 90.00 0.00 15.25 559.81 0.00
+1.7 +1.1 +0.8 +0.6 +0 9 +1 115 B 44.24 464.82 12.00 12.00 270.00 0.00 44.24 464.82 0.00
116 B 15.23 362.67 12.00 12.00 90.00 0.00 15.23 362.67 0.00
+1.9 +1.8 +1.7 +0.9 +0.6 '0. 117 B 44.07 260.35 12.00 12.00 270.00 0.00 44.07 260.35 0.00
118 B 14.72 130.32 12.00 12.00 90.00 0.00 14.72 130.32 0.00
1(1) +1.4 +1.6 0.�+0.
119 B 9.77 51.95 12.00 12.00 71.69 0.00 9.77 51.95 0.00
+ +0.9 +2.1 +1.9 +0.�''
1.8 +0. 120 B 63.79 60.39 1 12.00 12.00 278.41 0.00 63.79 60.39 0.00
B @ 12' 121 B -1009.21 621.95 12.00 12.00 90.00 0.00 -1009.21 621.95 0.00
+0 9 +0 7 +17 +12 + 2 + 122 B -1010.35 328.03 12.00 12.00 72.06 0.00 -1010.35 328.03 0.00
+0.4 +0.4 +1.4 +0.8
+0.3 +0.3 +0.6 +0.4 +C W . Statistics
+0.5 +0.6 +0.2 +0.2 +1. .
oDescription Sym • • • Avg/Min
+0.7 +1.3 +0.1 +0.1 +1.70C 1.
+1.1 +1.3 +0.1 +0.1 B + . " Road Summary + 10.8 fc 2.7 fc 0.1 fc 1 27.0:1 8.0:1
+ +2.2 +0.1 +0.1 +1.A 1.6 1.
+1.4 +1.5 +0.2 +0.2 +1.1a+ .
Plan View esigner
Scale- 1" = 40ft R.Cunningham
Schedule Date
QuantitySymbol Label Lamp Wattage Distribution 12/14/2023
ALamps Per Lamp Factor Lumens Scale
62 American Electric 247L P155 XXXX 40K R5 247L American Revolution LED, P155 1 7160 0.91 7160 69.9934 TYPE VS, BUG RATING: AS Shown
B Lighting AY Performance Package, 4000K CCT, R5 B3 - U3- G3
Distribution,Acrylic Refractor Drawing No.
253596-0 131
2 of 3

N
DISCLAIMER W
V
This application design is not a professional engineering drawing, and the design, including reported data and calculated results, is provided for informational purposes only, without any warranty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual@ lighting application software, photometric/radiometric data measured in a laboratory, and certain computational and modeling assumptions. -
Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-field measurement conditions; far-field data is not generally representative of near-field geometric conditions. When using far-field photometric/ radiometric data, the Visual software applies certain generalizing assumptions to approximate near-field performance. These approximations may result in
significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or point.
The modeling of radiant flux exchange used in the Visual software requires a uniform exitance across each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitances into subsurfaces with sufficiently uniform exitance gradients. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high LLJ
exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into calculated values. M N
Calculations performed by the Visual software assume that all reflected flux is reflected in a perfectly diffuse (Lambertian) and spectrally uniform manner across the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from predicted quantities. L)
As a result of the computational limitations and simplifying modeling assumptions described above, and/or variations in actual product performance from tested product samples, the accuracy of calculated output values identifying expected radiometric quantities and any resulting derived radiation dose calculations may be adversely affected. Q Z N
In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (including but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications), if incorrect assumptions are made because of such deficiencies in the information provided, or if typical E
assumptions made about the depicted physical space are not appropriate for the space. Furthermore, actual field performance may differ from performance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the information provided about the physical space, degradation factors in the end- user environment (including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field z
conditions. Finally, lamp lumen depreciation and/or depreciation in lamp radiant intensity may result in performance over time that differs from performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance overtime that differs from calculated performance. E
It is the obligation of the end-user to consult with appropriately qualified Professional Engineer(s) to determine whether this application design meets the applicable requirements for performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this application design. LU
0
+0.4 +0.4 +1.4 +0.8 +0.2�+0.
+0.3 +0.3 +0.6 +0.4
+0.5 +0.6 +0.2 +0.2
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+0.7 +1.3 +0.1 +0.1
+1.1 +1.3 +0.1 +0.1 B + .�'�.
+1.6 +2.2 +0.1 +0.1
a
+1.4 +1.5 1 +0.2 +0.2 +1.1 +
+0.8 +1.4 +0.4 +0.6 + .5 +
+0.5 +0.7 +0.7 +1.3 + .2 +
+0.2 +0.3 +1.2 +1.3 + .2 +
+0.1 +0.1 + . +2.6 A +
+0"1 .1 +1.3 +1.4 + .8 +1.
® P
+ + + + + + +
01 �.1 0.1 11 0.7 1.3 0.7 1.0 1.
+0.1 +0.1 +0.1 T ❑ +0.3 + .7 +0.8 +0.9 +1.9 +1.
+ + + +0. +0. + + + + + + + + + + + + + + + + + + + � @ 12�+ + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + Bn ' + + + + + + + + + + + + + + + + + + + + + + + 2' + + + + + +
0.2 0.2 0.2 1 1 .1 0.2 0.4 0.7 1.1 1.8 1.6 0.9 0.6 0.3 0.1 0.1 0.1 0.1 0.2 0.5 1.1 1.4 2.1 1.7 1.5 0.9 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.5 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 3 0.3 0.3 0.3 .3 0.3 0.5 0.7 1.1 1.6 1.3 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.5 1.3 1.6 2.1 1? � 0.8 0.3 0.1 0.1 0.1 0.1 0.2 0.5 0.7 1.2 1.4 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.3 0.8 1.8 1.4 1.0 @.81 1.4 0.6 0.2 0.2 0.3 0.9 1.8 1. B @ 12
0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.5 1.2 1.6 2.1 1.5 1.6 0.8 0.3 +0.1 +0.1 +0.1 1 0. 1.5 0.8 0.5 0.3 0.1 0.1 0.1 0.1 0.2 0.4 1.1 1.3 2.1 1.8 1.3 0.9 0.4 0.2 0.1 0 2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.6 1.2 1.3 2.3 1.5 1.3 0.7 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.2 1.9 1.6 0.9 0.6 0.3 0.1 0.1 0.1 0.1 O ho �� � 0� 5F(. 0.5 0.2 0.1 0.1 0.1 0.3 0.6 0.9 1.6 2.0 1.2 0.8 0.5 0.2 0.2 0.3 0.7 .0 1.
+ + + ❑ + + + + + + +
1.3 0.8 0.4 .2 ❑ � 0.6 0.5 0.4 0.3 ❑ ❑ 1 0.2 0.4 .7
T
+1.8 +1.1 + .7 +1.3 +0.8 + .4 +0.3 + .3 ) .4
+1.9 +1.9 +1.8 +1.1 + .2 + .2
A 0 A w � +1.9 1.9 � +0.1 + .1
+1.8 +1.0 0 � + .2 + .2
+1.0 +0.7 +1.8 +0.9 + .4 + .3
+0.6 +0.5 +0.9 +0.6 + .9 + .5
+0.8 +0.6 +0.3 +0.3 + .2 + 8
+1.6 +0.9 +0.1 +0.1 + .0 + 3
+1.6 +1.4 +0.1 +0.1 B . 2 3
+2.1 +2.3 +0.1 +0.1 . + 8
61.� 4 +0.1 +0.1 + .9 + 5
+1.6 +0.9
+0.7 +0.5 +0.4 +0.5 )).2 + 2
+0.3 +0.2 +0.6 +1.1
+0.1 +0.1 +1.0 +1.4 + .6 + 7
+0.1 +0.1 +1.6 +2.1 + .0 + 7
+0.1 +0.1 +1.51.7 B @ 12' + .4 +1 8
+ + +® + +
0.1 0.2 �9 p1. 5
B @ 12'
+0.3 +0. +0.6 �0. + .4 +
+A + . +0.3 +0. + .0 + 6
+0.9 i2 +0.1 +0.1 + .6 +
+1.4 +2. +0.1 +0.1 + .2 + 3
+1.4 +2.0 BIT +0.1 +0.1 + 3=+0.2
+0.9 +1. +0.1 +0.1 <+ .2
+0.5 +1. +0.2 +0.1 .w+ .4
+0.4 +0. +0.4 +0. . +
+0.3 +0. +1.1 +0. .0 W
+0.5 +0. +1.6 +1. ®� s .4
9 L
+0.9 +0. +1.9 1. B� .2 M
+1.2 +1.1 B+�l}2 .�d� 1. .7 ( 1W
+2.1 +1.9 +1.7 +0. A 3.7 dDA
16 112 9 +0. 3 40.3�
2.1 +1.2 g JPA + E2 .2 L
A'
+1.0 + 0.2 0.2 �\ �� 2 2 W
+0.9 +0. +0.1 +0.1 9�. 0.4 .5
1.6 1.2 0 0.2 0.8 1.2
73'55'45'W� a
+1.5 +1. +0.4 +0.4 1.1 .0
+1.7 +2.0 + +0.8 + +2.0 +1 L7
-a1.µ0.8 �� +1.7 +1. 1.9 1.4 B @ 12' General Notes - Exterior •O
1. Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated
0.7 0.3 ��' 2.3 .5 1.0 .0 g g p
1� '�� ��� performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08
+o2�, off' +0.7 +1.3 + .8 0.8 1.o and projected per IESNA TM-21-11).
&� + + + 12' 2. Please refer to the fixture labels for product type and mounting height.
0.1 +0.1 0.1 , 0.2 0.3 0.7 a 0.3 3. Product information can be obtained at https://www.acuitybrands.com/ or through your local
+0.1 +0.1 +0.2 +0.6 0!7 0 0.3 +0.1 +0.1 +0.2 +0.1 + .1 agency.
\ + + + + + + + + +0
+ + +
0.1 0.2 0.6 1.1 1.4,,,�. 1. 0.8 0.4 0.4 0.5 0.8 1.2 1.2 0.8 0.5 0.3 0.1 0.1 0.1 0.1 0.2 0.6 1.5 2.1 1.8 B I((� Q6 0.8 0.3 .1 a 0.1 .1
+ +1.4 +1.7 +1.2 +0.9 +0.5 +0.3 +0.5 +PAOo+W + + + + .U.3174QI 2441 +0.1 +0.1 +0.2 +0.5 +1.0 +1.2 +2.0 +1.7 +0.9 + 0.1 + .1
Cam°��OCc��C��G 3o
0.1 11
0.2 41 Luminaire Locations
Location Aim
0.4 0.3
Orientation Tilt X y Z
1.2 0.9 0.5
61 B -733.43 1992.14 12.00 12.00 227.37 0.00 -733.43 1992.14 0.00
2.1 1.2 0.9 62 B -744.12 1927.57 12.00 12.00 324.66 0.00 -744.12 1927.57 0.00
1. 2 1 .3 63 B 875.16 1835.02 12.00 12.00 119.61 0.00 875.16 1835.02 0.00
w P 64 B -972.67 1617.73 12.00 12.00 111.64 0.00 -972.67 1617.73 0.00
1EF .12 .3 65 B -901.77 1723.65 12.00 12.00 294.88 0.00 -901.77 1723.65 0.00
1
66 B -971.00 1490.86 12.00 12.00 278.41 0.00 -971.00 1490.86 0.00
2 9
67 B -802.05 1942.91 12.00 12.00 110.54 0.00 -802.05 1942.91 0.00
A;® +1.1.2 � +0. 68 B -1006.67 1379.20 12.00 12.00 90.00 0.00 -1006.67 1379.20 0.00
+ + + 69 B -959.85 1318.84 12.00 12.00 222.90 0.00 -959.85 1318.84 0.00
0.6 0.6 0.6 70 B -1006.24 1256.41 12.00 12.00 90.00 0.00 -1006.24 1256.41 0.00
0.7 +0.6 +0.5 0 +0.6 +0.9 71 B -977.55 1189.68 12.00 12.00 270.00 0.00 -977.55 1189.68 0.00
+ + +0. + + + 72 B -1007.69 1094.78 12.00 12.00 90.00 0.00 -1007.69 1094.78 0.00
1.1 0.8 6 0.9 1.3 1.a 73 B -979.08 968.24 12.00 12.00 270.00 0.00 -979.08 968.24 0.00
+1.4 +1.5 +0.8 +1.2 +2.1 +1 74 B -1009.84 841.13 12.00 12.00 90.00 0.00 -1009.84 841.13 0.00
9 75 B -980.67 753.04 12.00 12.00 270.00 0.00 -980.67 753.04 1 0.00
o
2.5 1.9 1.0 0. 1.2 1.7 6 76 B -1008.75 544.51 12.00 12.00 90.00 0.00 -1008.75 544.51 0.00
�11�2 +0.9 +0.7 +0.8 +1 77 B -979.08 419.81 12.00 12.00 270.00 0.00 -979.08 419.81 0.00
78 B -987.35 262.65 12.00 12.00 65.57 0.00 -987.35 262.65 0.00
+ + +
79 B -870.28 214.38 12.00 12.00 190.84 0.00 -870.28 214.38 0.00
80 B -787.26 180.35 12.00 12.00 0.00 0.00 -787.26 180.35 0.00
,���' ,�°$° 81 B -661.00 211.21 12.00 12.00 171.27 0.00 -661.00 211.21 0.00
82 B -552.49 237.07 12.00 12.00 313.48 0.00 -552.49 237.07 0.00
��s®fig 83 B -540.84 350.65 12.00 12.00 90.00 0.00 -540.84 350.65 0.00
84 B -511.11 481.10 12.00 12.00 270.00 0.00 -511.11 481.10 0.00
85 B -539.17 611.56 12.00 12.00 90.00 0.00 -539.17 611.56 0.00
86 B -898.81 645.54 12.00 12.00 0.00 0.00 1 -898.81 645.54 0.00
87 B -768.21 675.44 12.00 12.00 180.00 0.00 -768.21 675.44 0.00
29®.00 L
88 B -638.11 643.06 12.00 12.00 0.00 0.00 -638.11 643.06 0.00
M75 39 21"W 89 B -173.65 642.22 12.00 12.00 0.00 0.00 -173.65 642.22 0.00
�e
90 B 1 -299.48 672.93 12.00 1 12.00 180.00 0.00 -299.48 672.93 1 0.00
91 B -430.61 642.78 12.00 12.00 0.00 0.00 -430.61 642.78 0.00
92 B -53.71 671.84 12.00 12.00 180.00 0.00 -53.71 671.84 0.00
",Ov� 93 B -510.47 704.59 12.00 12.00 270.00 0.00 -510.47 704.59 0.00
94 B -539.58 826.67 12.00 12.00 90.00 0.00 -539.58 826.67 0.00
95 B -508.18 917.26 12.00 12.00 270.00 0.00 -508.18 917.26 0.00
96 B -538.06 1044.67 12.00 12.00 90.00 0.00 -538.06 1044.67 0.00
97 B -506.81 1165.25 12.00 12.00 270.00 0.00 -506.81 1165.25 0.00
98 B -858.98 1270.69 12.00 12.00 0.00 0.00 -858.98 1270.69 0.00
99 B -740.34 1300.03 12.00 12.00 180.00 0.00 -740.34 1300.03 0.00
100 B -618.85 1269.04 12.00 12.00 0.00 0.00 -618.85 1269.04 0.00
101 B -546.41 1265.76 12.00 12.00 90.00 0.00 -546.41 1265.76 0.00
102 B -504.68 1370.38 12.00 1 12.00 270.00 0.00 -504.68 1370.38 1 0.00
103 B -525.73 1501.17 12.00 12.00 101.88 0.00 -525.73 1501.17 0.00
104 B -478.14 1557.39 12.00 12.00 293.82 0.00 -478.14 1557.39 0.00
105 B -447.24 1670.63 12.00 12.00 128.88 0.00 -447.24 1670.63 0.00
106 B -342.12 1741.08 12.00 12.00 308.59 0.00 -342.12 1741.08 0.00
Plan View - A 107 B 86.95 1194.54 12.00 12.00 133.95 0.00 86.95 1194.54 0.00
Scale- 1" = 40ft 108 B 198.48 1259.92 12.00 12.00 315.42 0.00 198.48 1259.92 0.00
109 B 52.94 1078.54 12.00 12.00 286.13 0.00 52.94 1078.54 0.00
110 B 15.82 972.02 12.00 12.00 90.00 0.00 15.82 972.02 0.00
111 B 47.60 871.72 12.00 12.00 270.00 0.00 47.60 871.72 0.00
112 B 16.08 767.46 12.00 12.00 90.00 0.00 16.08 767.46 0.00
113 B 45.71 670.12 12.00 12.00 270.00 0.00 45.71 670.12 0.00
114 B 15.25 559.81 12.00 12.00 90.00 0.00 15.25 559.81 0.00
115 B 44.24 464.82 12.00 12.00 270.00 0.00 44.24 464.82 0.00
116 B 15.23 362.67 12.00 12.00 90.00 0.00 15.23 362.67 0.00
117 B 44.07 260.35 12.00 12.00 270.00 0.00 44.07 260.35 0.00
118 B 14.72 130.32 12.00 12.00 90.00 0.00 14.72 130.32 0.00
119 1 B -9.77 1 51.95 1 12.00 1 12.00 1 71.69 1 0.00 1 -9.77 1 51.95 1 .00
120 B 63.79 60.39 12.00 12.00 278.41 0.00 63.79 60.39 0.00
121 B -1009.21 621.95 12.00 12.00 90.00 0.00 1 -1009.21 621.95 0.00
122 B -1010.35 328.03 12.00 12.00 72.06 0.00 1 -1010.35 328.03 0.00
Statistics
Description Sy • • • Avg/Min
Road Summary + 10.8 fc 1 2.7 fc 0.1 fc 1 27.0:1 8.0:1
Designer
Schedule R.Cunningham
AM Number Lumens Light Loss Total Date
Symbol Label • Distributi)PPMampsampactor
12/14/2023
ALumens
62 American Electric 247L P155 XXXX 40K R5 247L American Revolution LED, P155 1 7160 0.91 7160 69.9934 TYPE VS, BUG RATING: Scale
B Lighting AY Performance Package, 4000K CCT, R5 B3 - U3- G3 As Shown
Distribution,Acrylic Refractor
Drawing No.
253596-0 131
3 of 3

��" `"�
�p FLOOD CERTIFICATION: UNDERGROUND UTILITY DISCLAIMER: `\`t \I 11 \\ / SCHEDULE B STATEMENT:
BY GRAPHIC PLOTTING ONLY, A PORTION OF THIS PROPERTY IS LOCATED IN UNDERGROUND UTILITIES SHOWN HEREON ARE A GRAPHICAL REPRESENTATION \ LOT #42 OF `� ,�1 I I TITLE EXCEPTIONS PERTAINING TO SCHEDULE B -
6 PLAT CAB.-6, FILE-152\ SECTION 2, OF TITLE COMMITMENT NUMBER 22-03026CH,
�� <p�Qp ZONES "X" AND "AE" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY OF THEIR APPROXIMATE LOCATION ONLY AND MAY NOT BE A COMPLETE �9 \ � I 1� � /)II \ \ \
PANEL NO. 371054-0900-J AND 371055-0000-L, WHICH BEARS AN INVENTORY OF ALL UTILITIES. EXACT LOCATIONS AND A COMPLETE INVENTORY > �O t\ \� I ( I Jll //I/f > PREPARED BY CHICAGO TITLE INSURANCE COMPANY,
EFFECTIVE DATES OF MARCH 2, 2009 AND FEBRUARY 19, 2014, OF EXISTING UTILITIES REQUIRES VACUUM EXCAVATION OR SIMILAR \ 0'9� \\ \ (III ( l I II( I//I 1 'f I\ \ �1 WITH AN EFFECTIVE DATE OF JANUARY 31, 2022.
RESPECTIVELY, AND IS LOCATED IN A SPECIAL FLOOD HAZARD AREA. NO NON-DESTRUCTIVE FORM OF VERIFICATION, WHICH HAS NOT BEEN PERFORMED
;�_IF
FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ON THIS PROJECT. THE ISAACS GROUP, P.C. ACCEPTS NO RESPONSIBILITY FOR .6 \ \6'VL \ t,\� \ III P� 1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM,
N TOT\ \\�\ \\ I 1 7- I I I 1 I OR OTHER MATTER THAT APPEARS FOR THE FIRST
� Q. ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION THE EXACT LOCATION OF SITE UTILITIES SHOWN OR FOR UTILITIES NOT SHOWN \ - x \- \ \ 1 �\ 11 \ \ 0% I I 5
Q OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT ON THIS MAP. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, CONTACT 811 C,, ,x \� F�� \ \` \ \ '� 1 \ �� TIE IN THE PUBLIC RECORDS OR IS CREATED,
(WWW.CALL81l.COM) OR A PRIVATE UTILITY LOCATOR AS NEEDED TO VERIFY 10 \ B ,�, \ \ s� - \ \I11 \ \\ N.\ \\ � C� ATTACHES, OR IS DISCLOSED BETWEEN THE
��� SITE AGENCY. THE LOCATIONS AND EXISTENCE OF EXISTING UTILITIES. A \\ \ \\ I\ \ \ \ N� N/F I V COMMITMENT DATE AND THE DATE ON WHICH ALL OF
to 5 * O 9"I, 6 p� \ \ \\\\ \ \\ *\� \
) ,�� <, \ �O < T \\ 6'�.( \ LAND OF
���" o ZONING DISCLAIMER: A \ 09�ems\���,10- \ 1 ry511 \\\\\\\\\\\ \ \ \ SHARON HARKEY MCINNIS THE SCHEDULE B, PART I-REQUIREMENTS ARE MET.
\ \\ \ \\ \ \ N \\ I PID #07057001 90 h NOT A MATTER OF SURVEY.
6'� O \"s \ ( \ \ I I\ \\ \\\\\\\\\ \\ \\ DEED BK-346, PG-102 2. TAXES OR ASSESSMENTS FOR THE YEAR 2022, AND
p NO ZONING REPORT OR ZONING VERIFICATION LETTER WAS PROVIDED TO THE \ �/9j. ,/ �X� \\ �4 ` \ \ \\\\\\\ \\\ __1 \\ I � SUBSEQUENT YEARS, NOT YET DUE OR PAYABLE.
ISAACS GROUP P.C. IT IS THE RESPONSIBILITY OF THE LAND OWNER AND/OR 0 >- \ F \ \ \\ \\ \\\\\\\ \ \l
DEVELOPER TO VERIFY THE ZONING REQUIREMENTS AND LAND DEVELOPMENT 4 \ 9B / �/ ` / I \ I \ \ \\ �\\\\\\\\\\\\\\\ \ \ \ NOT A MATTER OF SURVEY.
\Sy T,y STANDARDS PRIOR TO CONVEYANCE AND/OR DEVELOPMENT. �9j \6�0p /\� s`, f FND ( l \ I 1\ ��"-\\\\\\\\\ \�\� 1 I
s ay \ ," \ � , / f #4 REBAR\ \ \\�� \�\\\\ \\\\ \\\ \
3. RESERVATION (OR GRANT) OF TIMBER RIGHTS
\ B �\ / I \ \ ` \ \\\ \\\\ \ \ II \ CONTAINED IN INSTRUMENT RECORDED IN BOOK
s, p o \� \ I �� 7674, PAGE 496, AND ALL RIGHTS AND EASEMENTS
1 p00 � 7 ( - 1 // j \ � -_ CND I / r RELATED THERETO.
I 9� \ 9� �cll�O 6/0� �/� (`S� //C7 \\\\� J ,\E\\R,P\\V� III\ \\ � \ AFFECTS SUBJECT PROPERTY: POTENTIALLY EXPIRED.
NOTICE OF LEGAL ACTION: 10 q \ O �;�,\
� �1 / /) ,. III( \ (t o \\\\\\, \\ FEMA4. SANITARY SEWER LINE EASEMENT TO UNION COUNTY
T to i� / / �o / r-/, /� 11 1 7)}«, 1\l ) \ FLOODWAY t 1( \ �� N/F RECORDED IN BOOK 1548, PAGE 487.
VICINITY MAP. NOT TO SCALE \ C' T J 5 L/ J 1111 ( II \III I��I , �1 LAND OF UNABLE TO DETERMINE LOCATION: RECORD
THIS DRAWING AND/OR THE DESIGN SHOWN IS THE PROPERTY OF THE 9p � \ \F\ / // - / - - - \, . // )I 1,I((I�(\\ �T1\ \ \ MARK K. MCCLAIN DOCUMENT NOT PROVIDED.
ISAACS GROUP, PC.. THE REPRODUCTION, ALTERATION, COPYING OR OTHER °� �6,Q0 _-)A \�S2 - / - _ J/ ////FND \\ 1 \ \ \ PID #07060079B
USE OF THIS DRAWING WITHOUT THE ISAACS GROUP P.C.'S WRITTEN 9T � \ ,,0,�,// �) \ �/ �_=- - ,_ � - / J \\ e\\\\\ \ -- ` DEED BK-828, PG-69 5. WATER LINE EASEMENT TO UNION COUNTY RECORDED
F - - - - - -1C, pT / \\\ �// / / - --- / / /1" SQUARE "
CONSENT IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO \ y F J - / - ///PIPE I QI \I� \ �( \ IN BOOK 4006, PAGE 394.
LEGAL ACTION. s \ �� /- - - - - -- / /i y 1 1 \\\\ \ \ \ \ UNABLE TO DETERMINE LOCATION: RECORD
A \6,0 (//ss / / _ - - _- , - _- /� // / / / I I
\ l \ Ac 0^.li �\ i / / -\ / - �_ / i i i//////ll 1 a III I I /D��;, \ ' �� \( ` DOCUMENT NOT PROVIDED.
9��O ��F� ' / //� ) #5DREBAR / / " �f- - �/ / i i '// ////� III )/ �� /�, / \ J 6. MEMORANDUM OF ACTION BY THE DEPARTMENT OF
\ 6, \ ,-S / y� / / f - =i j/i//j/// M ///Jll"r/ /j I /\ \ \ L^� /� TRANSPORTATION RECORDED IN BOOK 3918, PAGE
SHEET 4F SHEET 5 I \'ems �- / / / / - - / _ / N / // \ '� \ 896, AND CONSENT JUDGEMENT RECORDED IN BOOK
61 � - \�j -�P�' / / ( I --\/ - �/ /� �i/ - 3// /�/ A 1 / I � /-
0 FND // / - - _ / / // _ /// - \ �, � Z,j 4636, PAGE 62.
< �O� - - / l l - / - - '/ /- //i'/// °p�/// l \ - _\ / �\ UNABLE TO DETERMINE LOCATION: RECORD
GPS STATEMENT: �-A \ i -/Q I/-- REBAR I / / / / - - /�- i -i //// ;n �/1 - - \ - \) / ^ \ /
n<Q � , ,1:5 - J r' -�� .i/� //// 14 (( - f ��� / DOCUMENT NOT PROVIDED.
ti - 1 I ( // / / ---,:� N \\ -\ \ / \
THE ISAACS GROUP SURVEY DATUM FOR THIS PROJECT: I - 's - Cc / \ I ( - /� / /��/i--/�-/ �. \\ /_�� \ \
m- - i 1 / I I \ ��\�//� //r. <«` /� %ice n 1 � 1 \ 7. THE CORRECTNESS OF THE SQUARE
COORDINATE SYSTEM: US STATE PLANE 1983 (2011 HARN ADJUSTMENT) \ c% \- / \ - I \ I \ \� \ \�I --� �� -:;;:7^��✓j \\ 2' �-' ��� �\ \ \ 1
ZONE: NORTH CAROLINA 3200 °'r' j - ' / 5� ` - - - - � 1 1 I \ \ \ I \ \\ \Z �� \\\� \� ') FND //// \\ \ � � \ ) / \ I �\\a `\ / FOOTAGE/ACREAGE COMPUTATION CONTAINED IN THE
O 1 \ \ \ \\ \\ �\ -_ #5 REBAR / - 'i 11 � DESCRIPTION OF THE LAND IS NOT INSURED.
PROJECT DATUM: NAD 1983 (2011 HARN ADJUSTMENT) I ^ ^ /( _ i .�5 - - - - - � \ \ \ \ \ \\ \ \ \\ \ �\ \ ,, \\\ - /_ - \\ \ \ I \ �� ��_
-
VERTICAL DATUM: NAVD 88 GEOID MODEL = GEOID 12A CONUS <<" , V 16 / - - � \ \ \ �\ ` �\ -\ \\ \ I /� \ \\ 1 `, I � I I � f_ / ACREAGE SHOWN ON SURVEY.
SHEET 3 SHE 6 ( ) _ ✓/ 5 \ _ - \ \ \ \ \ \ \ \\ ` \ \� \\ \\\ \\1 ) / // `� S62 40 51"W - ��/ —
COORDINATE UNIT: US SURVEY FEET _ 3 �/ / - - - - ) \ \ \ \ \ -\ \ \\ \\ \ ��/ // //, f � ��� 769.88' TOTAL ) I/FND /� _ - 8. TITLE TO ANY PORTION OF THE LAND LYING WITHIN
PROJECT LOCALIZED (GRID TO GROUND): POINT #5011 I _r' � / 6 - - - _ \ \ \ \ \ \ \ \- \ III ) )//I k(// /// ` 1 \\ \ �749.88 - #5 REBAR \� - THE RIGHT OF WAY OF SECREST SHORT CUT ROAD.
NORTHING: 500757.251' EASTING: 1509653.576' ELEVATION: 671.57' `- - / /. k51L - - -_ - \ \ \\ \ � \ \ \ \ \_ � - \=\ \\\ \ I I / \ / / / ~ \\ \ \`�l'_.",'`' - _ - - �� -
_ \ \ - \ - \\ \\ )I/ J/// J )!I /// / _ \ \\\ \ ` \, AS SHOWN ON SURVEY.
USING A GROUND SCALE FACTOR OF 0.999848068647 � /' - ' " _ � - - \ � \ \ \ \ \ \ \ \ \ � 1 \ I I / / / / /` / \/"� \1\ \\• - I
- — � -,�)j/ _ / = /- - _ ` \ \ \ \ \ \ \ \ \ /� //7//�////f �� / / / J �„ r \ \\\\\\\\\\• . . . . . . . � �r � � /_,, r 20.00' z C- 9. RIGHTS OF OTHERS THERETO IN AND TO THE
�- - \ i/ - � I - \ \ \ \ \ \ \ l \ � \ I / // /WETLANDS ) ///// � - �� � \ \\\\ \ � � � \1 CONTINUOUS AND UNINTERRUPTED FLOW OF THE
t. /� - - - \ \ \\ \ I / // / 896 SF / ( /� �/////~_ ^ /` \ \\ \\ \ , / � WATERS BOUNDING OR CROSSING THE LAND AND
/L/ _ - - -/ - __ I \ \ \ / / / �/ //r - \\1\ � . . . . . .'. . � \ \
SHEET 2 SHEET 7 LOT #56 OF � - ` -- - - - `� _ \ \ \ \ \\ \ \ 1 \ 1 / // / // /////�/Ijam ///// / /-\\\\ \\I`\\ \\ f^ .\ < / / \ / /�2'9 1 FEMA CLAIMS TO LAND CREATED OR LOST BY ACCRETION,
/ _ - _ � \ \ \ \ \ ` \ I ( / / / // / /// ��//7i /,// f/ -/ - \\\\ \\ \�\J•.•. . . . . � .I , J b 1 -� FLOODWAY RELICTION OR AVULSION RESULTING FROM MOVEMENT
PLAT CAB. FILE-1 - - - - / \ \ \ 1 \ I ( / /// /// /( /// / „ -, \\\\ ``\ I / / I _ / / \ s�^ OF THE CREEK FORMING THE BOUNDARY OF THE
DETAIL MAP: NOT TO SCALE - // - - - -- - \ 1 \ \ \ I I I \ \ \ I \ / I I //// ////�111I 1 / // //�/� __ - - - - \\\\\ \�\�\ I`•' '•••'•'• \ \,J_ �� ;P INSURE LAND.
�t =- -i - - - - - - \ I I I I / / / /// /�/ - - \ \\\\\\ \�\\ I/� • • I l / \J /) \\\ \ `�` - - - NOT A MATTER OF SURVEY.
-FND � \ \ \ \ \ 1 \ I I 1 I I I 1 / 1 //// //// /1yI7 I / // / _ -
- - - \ I I I I l 0 1 / // / / /�/, //// / - -- - - //\ ` \ \\\\1���\ \�_ r- �_�, - / \\ s J\ ��
- - #5 REBAR- - - - ) \ I ) I ) / / // /// I/ / WETLANDS / - - - \ \\\\ L ' '•'•' ' _ \ \ \ ` \� o 10. ANY DISCREPANCY, CONFLICT, MATTERS REGARDING
LOT #57 OF - - - - 1 ) / / / 1 I I J I I I I I I f \ / / / // / / / ( 471 SF � //- - - - - - - '� \\ \\\\ \\ \\��\\1\ �\-•�\/V \ �• - - ACCESS, SHORTAGE IN AREA OR BOUNDARY LINES,
PLAT CAB.-6, FILE-152 - - - - �\ ( / / / ( /// / // / I 1 ( 1 I / / ( // ///////// / 11I\I///j/�i////� , / \ \\ \\\\_\ � . \��� r, . . . . . � \ �� �\
I ) I /// /J-i/ ////'////// - ' / / - � \\ ���`\\,^ ENCROACHMENT, ENCUMBRANCE, VIOLATION,
- - ` - _ \ \ / I / / / J / / I \ I I ) 1 / // / l/����j////�// / - / - - � -_ \\\ \ \\\\`- �\\� . \( 1 - N67b523" VARIATION, OVERLAP, SETBACK, EASEMENT OR
i._ \ \ / / I l / / /// I --=--� /// / _ - _ / i - - \\ \ \� \\�\ \ WETLANDS - - / 10.00' CLAIMS OF EASEMENT, RIPARIAN RIGHT, AND TITLE
/ .$ ✓ \ / / / / I / I / I / / ( ( \ / l /((/( /f-j,--,—/iii -- i - - / / \ \ \\ \� \ \\\\ \\\� -.-.L.•.137,539 SFA.•.'.•. / \ \�\ 1 f TO LAND WITHIN ROADS, WAYS, RAILROADS,
„� /; ti�� - � \ \ \ I 1 1 ( /// �// / I / // ( / ( 1 /l1 11 ((((/// � / \ \\\ _ \I / / / // I )) /j// //// � - - / \ \ \ \\ � \\ II I I\ 1 } / 1-\I WATERCOURSES, BURIAL GROUNDS, MARSHES,
\ \ - - ` \ \ 1 I \ / / / / / / / / / 11� ///// /r ` , / / _ \ \ \ ` 1\\ I ((I ` \-�✓ ( �1�, ��/ DREDGED OR FILLED AREAS OR LAND BELOW THE
J ^, / � _ —_ \ \ \ ( l / / / /l l / /// / /// / ///l>> //// / i- -- - / / \ \ \ \ II\\ \. ._�`:'!?.•.•. . .\ I � FND MEAN HIGHWATER MARK OR WITHIN THE BOUNDS OF
LEGEND: \ / \ \ \ \ \ \ \ I / / r / / //// / //// //� /// / /// - / � - - / -\ \ \ \ I ) I I) 1� \ \ �. . . . . . . 13 REBAR
\ \ \ \ \ \ \ / I / - / // /// ,/ // _/I// // // - \ \ \ \ ) I` \ \ \ I /\ )\ # ANY ADJOINING BODY OF WATER, OR OTHER
\ 1 / / / //// / /// ( - // / - - - / \ \ 1 I / ///1 J I II . \•'"• \ N6706y1" �/ ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT
N/F NOW OR FORMERLY / \ \ ` \ \ \ \\ \ 1 I I / / / / // / /// ///WETLANDS///i %>J//r//////// / - ' - - -/ - ` / (/ \- -- \\ ��o . . . / / E 51515•—
/ /\ \ ) \ \\ \ 1 \ 1 / / / / -� / ///// �2o sF /ice j�//////// / - / 1 \ \ ) / l � // 1 / Jlll/ \ �,. . . . l/
R/W RIGHT OF WAY \ k \ I / / / / /// /j% � /- / - / -- - - \/ ) / I I \ �� \ �' .\ / ~ \ nE WOULD BE DISCLOSED BY A CURRENT INSPECTION
6 \ ) / \ \ I I / / / /-�/ / / - / / / / l _ �\ \ THE LANCDURATE AND COMPLETE LAND SURVEY OF
1 k1' / ) l l l / I / / // //////Jr �/// /// // 1 I I I / // // /l \ \ \ \
/ /is -I /////,/// J /// / - - - / -- -/ / / / / / - \\ R I ) FND CURRENT SURVEY SHOWN HEREON.
I / ( I 1 1/ / / // /// //i/iiii/i J/ 1 / - / l / I // //// // l/ �\ \ \ _� Z /y
® MONUMENTATION FOUND (AS NOTED) \ �I I / / / // 1 1 / / 1 J J/// / / / / / //// ///��^�, ( //WETLANDS /// / / \ \ / / J / l / / // // / \- �• % _ -_\\\ \ - � \\ 1 (� I 1- ,/ #5 REBAR
1 I / / / / / l / // / / ////ji- \, y/�� 82 SF // / — r / / // ( / f /// / / f / , \\ \ �� ��"
• MONUMENTATION SET (AS NOTED) J I I/ / - ~- - t \ I
�/ // / / /// / / / / / // / l r / / / / / / /// / // / / / // \\\ \ ti
NGS MONUMENT /1.� 10 P J / / // ^ ` _ - /// / / / // / / I I I I ( � / /// //// ///// //), i \ ) / l/ ( / I i i - \ \ \\\
_ \ ( ( / / / / / // /// ( i/ram \ / / �v
////,J / / — /// — � \ � \ \\ \ — �
0 CALCULATED POINT I(0 N I / -- / j//j// l l / ) ( I\ I / ///j ii////�i��y/_- �1\11 l))( f (// J( l / / // / / / // / / / \ \ \ \ \ \
NI I / / i' ) I // - - \ / / / _//, / / ///� - - \\ �\ \
/ / / // , - - - � \ \ \\ \ - � \\
11 I / f � / / -/ / ///- / / / / /,- I II (/ /'A(/� _ �/ _ \ \ � /I I I I \ / / /, / / � / � / 1 , -%- \ \\ \ � ,y
_ I / \ / / / / / // - \ \ \\ \\ \ ��\ \ \ pl 4 ALTA STATEMENT:
PROJECT BENCHMARK II II W� I ( / / / / / - / / l l l l ((///////l/7 - -/ - \ \ L/ / S / / - / / ( \- - � / - - - \ \ \ \ \ \ \ 31 7
` ( / / 1-1 / / / / C / I I I/ / / - / \ // / / / / / / / / // C -- - - -- \ \ \ \ 1 I PERTAINING TO TABLE A ITEM N0. 16: NO EVIDENCE
Ill. �A / l J / / / / / / - / / / I 11 l I I// /f/(� / / / \ \ / // / ( \ / / i / / / / \ \ - - _ \ \ \ \ \ \ \ \ _ ( `` �
. . *.%%'. • - WETLANDS / / / / / I I -� / / ^ \ // / / / -_ - _- - _ - - \ I \ \ \ \ � \ ` " 1 N/F OF RECENT EARTH MOVING WORK, BUILDING
. . . . . . \I/II� 'n II / / / , / / / // // /I IIII\1 ) �,,/ / / \ \ / // / \ / ( / ( I - _ - - \ I I \
INS / / / / / - \ / _ - \ I 1 \ \ \ I
�,�-- � \ LAND OF CONSTRUCTION, OR BUILDING ADDITIONS WERE
_ N Q)1 / / / / - / " - / // J J I / �-// /-\ \ 1 J/ // / / / ` \ I / / / = - --, / _ -__ - - - - '_ - \ ) I I I / / / \ \ \ \\ \ I CAROL KNIGHT OBSERVED DURING THE PROCESS OF CONDUCTING
Il,0, N / / / / / / / / / _ / / // / // ))I I) \/� / ^ t J // / // / ( \ I\ I ( ` _ - _ _ - - - - - - - ^_ - I / / ( ) \ \ \ ) I PID #07057002B THE FIELDWORK.
FEMA FLOODWAY (ZONE AE) v �II 4, U) 11✓ / / / / // / // / // / / / / / // /// //)/)/// / / I I / \ I \ ` - - - _ - -- - - - - - -- - - � / f / / I \ \ I I I I I I DEED BK-1102, PG-677
I /I / / j j/ // / // // /// / / / ,,, /// ////////, ��// I \ ` ,// / // // \ I \ \_ - - - - - _ - - _� - \ I / / / I I I I I \ 1 I \ PERTAINING TO TABLE A ITEM N0. 17: EVIDENCE OF
II P / / / ^ / / / / / / / // // // /-��/ ^ \ / / / 1 \ \ \ \ _ - - - - - - \ \ I / / / / / / I / ) I 1 / I ( PROPOSED CHANGES IN STREET RIGHT OF WAY LINES
100 YEAR FLOOD PLAIN (1% ANNUAL I // / / / - / / / / / / / // // // //////// / \ \ i / / / \ \ \ - _ - -
J CHANCE FLOOD HAZARD) \ II P / / / / - - / / / // / / // // �i /j ////��// - \ �-/ / / / / - _ \ \ `\ - - - f -- ^ - - _ ^ \ \ ) 1 I / / / / l / / I I \ I I / \j l WERE MADE AVAILABLE TO THE SURVEYOR, BUT
)) / / / // // - // / / // / / // j// // // i- f/ \ I \ 1-1 / / / v -\ \ I \ \ - - -- I - - ) / / / / / / I \ I I ) 1/ WERE NOT PLOTTABLE. NO EVIDENCE OF RECENT
i / / j/ / - / // J // / / / / / // /g/ - -/ \ \ �/ v// / / \/^ \ \ -_ / - - \ \ I I / I / / / ) I \ rl a/ STREET OR SIDEWALK CONSTRUCTION OR REPAIRS
14 I\, / / / - / _ - _ - \ \ / / / \ ( \ \ _ _ -- ( / l I / / / / ( / ) / (/ ✓f�� I WERE OBSERVED DURING THE PROCESS OF
500 YEAR FLOOD PLAIN (0.2% / / / // / / / / / -�/ / / /, // / / �� _- _ - \ \ \ // / - 1 \ " / I 1 I J I / / / / J S I Fr/ . < 1 CONDUCTING THE FIELDWORK.
ANNUAL CHANCE FLOOD HAZARD) �'I/ I�, / / / / / / - / / // / //01 �A_z --- " -- \ \ / // - ^ J I LAND OF \ � \- - - -\ 0 / / / / J / // / / / 1 / ( I I / / / / / v /_�_ _ _ _ FND I
/ P / / / / / / / / / / / /- - - _� - - - �� \ \ \ ( \ i� � � l / I i . . . . . SQUARE
/ / / // / J / - / " - - - \ \ \ / / VERA M. MCBRIDE \ / _- - / / ) < ( / I I / / /
/ � / / / S ,) `_"�_-_-_- =_� \` \ \\ / I / ' # h -\ - \ \\ \ // / / / / / / I I / I I l 1 / / I �l•I((.'. 1�1 PIPE I i
I h // / / / \ \ PID 07057002 < 1 ( ( 1 / . . . �r
/ I 1 /1 / / / / / / I 1 -- _ - - _ - - - \ \ \ \ \ \ �/ / \, 0 DEED BK-135, PG-419 --\\ \ \ -/ / / / / / / 1 I I I I „ . .1 �....(..*
' '( . . _ \ //I �I'-� /II / / / 1 \ � ,- _ �_ - _ _ - -_- __—\\ \ \ \ \ \ \ \ \ J / / / / l ( J ) / ( l I 1 \ 1 I / I 1 I 1 '1'.i.y.-./.-.-.- . \
\ \ \ - � _ ^ /' - //) ) I 1 \ 1 L 3,667,845 SQ. FT. � , \ \ \ I / / / / / / / / // \ \ I I / \ �/%
Ii II I ( \ � _ - / - - -- J I I I \ �.� /� / 84.202 ACRES `- \ \ 1 1 / / ( / / ` ( 1 \ �--j / r. . . .. . . . . \
/ ( " I \ / \ - I- / \ I / ( 1 I / / / / J (- I 1 1 \ I / l .;,.�............. .
/ / / / / I \ I ( f . . .�. . . . . .
o I W IIf ) �. \ � - /\` - / / I / / \ > > - /� _ - - ^�\ \1 I\ \\ \\ I / // / // / / / / ( I \ ) ) \ l I /� /I / '
1iN 11� = \ - _ - -- \ - -, /� z / / l �/ I (_ � ,_ - � �� -/ - - - - - \ I / / I I ( / \ / / ) I / / / /.'. . .'. . .'.'IT_.• •. � I LANDCOF
/ / / \ I ( ') I ` I I ( ) I / / / / -(- '.I.• •. I � MORGAN MARSHALL SCOTT
NOTES: A C) 3 N II M I I'�I $ -_ \ - \ \ \ I / / / I / - / / / / / �' � \ I ( - ( \ \ \ \ I / / - J f-.r.-\.. . I . . . . . . . ).}. . � PID #07057002A
<4 I � \ SITE BENCHMARK \ J I I I / // / r / / // / \ 1 L \ ( ) \ \\\\ \ \`\\ \ \ \ \ \ I I ( I / - // / // .- / �^ DEED BK-435, PG-726
u-T I 4 REBAR W/CAP- -/ \ \ J� /.'.'.'.•.'.%.
• THE SOLE PURPOSE OF THIS MAP IS TO DEPICT THE O 'w o I I # - \ / I / I / I \ \ 1 / \ \ \` \ \ \ \ \ � / / I I / / _ I. . _ �
BOUNDARY, PLANIMETRIC AND TOPOGRAPHIC FEATURES OF G4 o F 11 ELEV.:`.57' ` \ ) / 1 / f / / /- -/ \ ( / \ \ I \_ \ \ -_ \ - \ \ \ \ \� ) / r'.'.'. .'.'. . .•1.. . ' '/ / . /' \
THE AREA SHOWN HEREON. = = / � -_ \ \ \ I I ) � / ( ) ^ 1 \ I I /- - - -�\ \ I \ \ 1 1\ _\ \ - � -_ \ \ -_ \ \ \ \ , I I I / / /6 / \�J �. . .F J�. v, /
• THE OFF-SITE RIGHT-OF-WAYS SHOWN HEREON ARE FOR w Y I \1-1 _ \ \ \ I 1-1 ) / 1 I \ f / ` / / I I I / / \ \ \ \ \ 1 \ \ \ \ \ \ I \ I I II ( I I / �// ' ' ' ' ' ' ' ' ' ' ' '\•'•'•' C ' ' ' ' ' ' ' ( is CURVE TABLE
ILLUSTRATIVE PURPOSES ONLY. THE UNDERSIGNED CERTIFIES 0 �m V �/ \ _ \ \ \ \ ) / )-j�/ / / - 1 I I I ` / \ \ ( \ ` \ \ _ - \ \ \ 1 \ ) 1 1 /il - I \ 00
ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT W w m�(\ ,v f\- I-- \ \ I 1 I / / I / I / \ \ \ \ I 1 1\S / 1 . .*, I
CERTIFY TO THE RIGHT-OF-WAY WIDTH OF ANY ADJACENT ''� a ✓ r / / / / �'_ \ / / / I / / / / I \ \ \ \ \ \ \ \ \ \ \ I \ I J / � / / *,�:.. t• - 1_•_•_•_•_•_•_•_(_ - 11111I FEMA \ CURVE # LENGTH RADIUS CHORD BEARING DELTA
A } -< I 1 \ \ \ \ \ \ ) / / / / �- � 1 ) / / / \ / l / \ \ \ \ ` \ \ \ I \ \ \ / I I III // . . . . . . . . . . . . . . . . . n. \ _P FLOODWAY
PROPERTIES. � - �\ \ \ I/ // 7 / / / / I / ) / ( / \ J \ I 1 ( / WETLANDS (/( -'\
I Cl 67.50' 1058.64' 67.48' S40'29'35"E 3.6530
w ° �\ \ II \ \ ? 1 \� ) %/� � \ \ - ) / //// / // / / / / I ( ) / \ / I / \ \- \\ \\ \` \ \ / a \ / 1 ) / ) ) I I I I ( I (ll / /�� //'.'. .'. . . .'.'.'.'.'.'.'.'.'. �;.��.� : 171,100 SF .:.:.:1\\\\I
• SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS-OF-WAY, M \ / I \ \ � / /�\ -- \ \ ) / / / / / / / / / / \ ) / / ` / / ) / /^ \ ` \ \ \ \ \ I I , - J I I I 1 / ////1 / ( / .................... . , \�. .� III C2 50.89' 5194.38' 50.89' S36'13'14"E 0.5613
RESTRICTIONS, COVENANTS, AND ENCUMBRANCES, OF o � / \ 1 I / / / / / / / - ( / / / / / / / / � \ \ \ \ \ ` \ / / /^ / I 1 I I I ( I J / /////I ( I I / •I• - - - - - . . . - - - • • - i / 1 I
RECORD OR IMPLIED. I \II l / `7 \ 1 ) ) l / 1 / -- �/ l / / I / / l / 1 I ) 1 1 a ,r ` . ) II !1 / ) I / / \ \ \ 1 / / / I I I / (1 l
• THIS SURVEY IS CERTIFIED FOR THIS TRANSACTION ONLY. tl \ I \ I I / I \ I F) / / I ( ( i'\ I / / / ( I ( ) / ( /// / / �/ // / / / ' \ . .�. ' ' ' %// - \ '� ' ®' ' ' ' ' ' \\ f
L \ \ \ \ I \ \ � � I I / ( I I \ ( / / / l \ ) I I I / I / // \ --- , - / / /// j // \s l/N �. . . . -// r / \ \ � � )(% LINE TABLE
°0 \ \ ( I 1 I ( \ \ \ \ \ \ \ 1 \ 1 / ( \ ` - / ( / / / /� ////// // /._),j1- .'FND /
• THIS PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES "� \ I \ \ \ \ \ \ \ I I ) 1 I \ - / / J I I / ////^\ / - / / ///////%/ "�• . - \ . . .\3 . . . /.-)
WITHOUT THE SEAL, SIGNATURE AND DATE AFFIXED. 11 \ 111 \ \ 1 1 ` I \ \ \ \ - \ \ I / I I I \ \ \ - ✓ / ) / / - / /- /jam/i- / / #4 REBAR -/ l 1 . / I LINE # LENGTH DIRECTION
FURTHERMORE, IF THIS PLAT DOES NOT HAVE A SEAL THAT =^ `\ \ \ \ \ \ \ \ ` � \ \ \ \ \ \ \ - / / / / / / - -� // / / ) \ \\
IS SIGNED AND DATED, IT SHALL NOT BE USED FOR ANY I P \ \ \ \ \ \ \ \ \ \ \\ \ \ ( ) \ \ \` - - - - - - / / / / / -- / -/ -- -///%/ �'- 1 \l I L1 25.96' N39'S2'41"W
PURPOSE OTHER THAN A PRELIMINARY STUDY DRAWING AND rn \ \ \\ \ \ N \ \ \ \ - \ \ \ \ \\ // \ \ \\ \ \ \ I \ 1 ) 1 I I \ \ \ \ \\ \ - \ \` - - - - - - / / // /- // / / / / / / /lf^� /__�--,//ice j j-��/C / J'6, / 1 ( �.•.•...• \. . . . . . .1)j�
� \ \ � \ \ \ \ \ \ \\ \ \ \ / / / / / / / // i///i/ WETLANDS tea+, / / \ l \\\ L2 20.22' N56'29'47"W
WILL BE CONSIDERED A WORK IN PROGRESS. �^ 1 \ \ \ \ \ \ \ \ \ /(/ \ \ I I I ( \ \ \ \ \ \ _ - - - - - - / / / / / / ///) - - /�/i- / / - V5 \ I\
\ \ .\. \\ \ / / / / / - _ 1,396 SF / �• \ \. \ . . . . . . \ \
M ` \ \ \ \ \ \ \ / /� \ I I I II \ \ \ - \� - - � -- - / / / / / // WETLANDS ^_���� _ y \� /�\ _/ \ j. . ) J
• ALL DISTANCES SHOWN ON THIS MAP ARE HORIZONTAL \ \ 1 \ \ \ \ \ \ lr 1 \ I I � � I I I WETLANDS \ \ - - / / / / - J / // // / 256 SF _ \ /_ i�_ .� i. I 1
\ \ / I 2,731 SF . \ - '- / / / / / / //.-\ /.- - J - __ \ J \\ . . . . . . . �
GROUND UNLESS OTHERWISE NOTED. 1 I \ \ \ \ ` \ I / / J I ( < \ I (� r.\ ` - - - - - _ - - / - i / / / /// ! - / - \ . .'.'.'. . \ /
/ 1 % \ \\ \ \�L BARN I / l f \ Il 11111 \\ \� \ � � _. _ - - - - - / // // //// / /// /// (/ - - _ � - \ � - _ _ / �� J ) 11 �� \FND
/1 / \ I \ / \ \ - - - -- / / / // //// /�//// %/ / - ^ - _ \FND I.-•-. : . . �. . . . . - - t #5 REBAR _ _
• ALL PROPERTY CORNERS MONUMENTED AS SHOWN. ( 1 L - \ \ , � / S// / I 1 I N \\\ - - - - - - - - _ - -- - - / ///// /// // //// /�// / - ^` - - - - - - - - - �' 1
I ( �I \ \ / / / / / / . \ \ \ \� - - _ - - - - -_ - - � - // // // //// _J //��� �N 1" PIPE \ � . \ - - I
• AREAS CALCULATED BY COORDINATE GEOMETRY. It" I \ / \ ( I / // // I I \ \ - - - _ _ - - - - / - // / �,f///-/ ( - - - - I
_ HOUSE ) / _�,, ,-1,-1 / / / / /) � \\ \ -- - - - - - - - '_ - - - - / // / / // ,// lam� _ i - Z - _ - - � ✓ r\ \. . \.'.'.I '.'./.L1. . 1
• CONTOURS ARE AT ONE FOOT (1') INTERVALS. III /- `( / l / \ / / / 11 l (//// /i j i iti /// /// / J )o \\` \` - - -1 -_ -- - - _= - - -%/////WETLANDS� •I �/// �- - a�� 12�\/ _- - - - - \-_ - \ \ \ ( I I _ _ I /
. .). . L2_. . N/F
�� / ti _ �/ / / / _ — — _ — / — / - C \ `/ ter// � 8� �o\ /\ - / / / ,�/ / / \\ \ - - - - - _ - // / / 775 SF f / - _ \ \ I \ �\ l � '. . . 3 rl _ - / / / / ( 1 )/// / �� // l \ \ / ' // J /// / �. - 1 / / LAND OF
/ I 0 _ ` / / � ^ice l I� i//- // \ A\\ � _ - - -' - - _ - - � •\-- - � �/ -::,_� // //z� _'j / • I ^' aF, -\ / \ \ to \ L 1. :
• SUBJECT PARCEL ID : 07057002 /�- / / / //////�" '� (- // - \ - -_- / /i/_ /-_ ff / \ ( I \ �. . . ( , o JOAN BARNES
it,/ - r./ / i., , / ( (^ �\ / /( \\\\ ` - ` - _ -i - - -% -//, / \ \ �'- r� PID 07057002C
/ q I / - --' - / (/ / II � l / \ - - - - -_ - - _ ` - - - -- -// 1 L �////// . �2 \ _ \ N � �, I of DEED BK-1324, PG-382
• PHYSICAL ADDRESS: 16000 IDLEWILD RD., INDIAN TRAIL, NC /�;� v / / / / - / / / // / 1 - - .f- - _ / - ) I \ - - - -- - _ - _ - - �_i�- /f / -- /// \ \ \ \ \ J I
U) DO / � � / / / I ( \ �. J I - � � � �- ice"- „ // /i4�� �// / / ' \ \ I G \ .L•a
• REFERENCES: AS SHOWN HEREON. - I ro r\ / - - - / " \ I \ - - - _ / / ^ - / /"��� r / / // / / \ \ Z
/ /10 0�11 /'_ / - �/ r/ / / /// 1 I ( \ PON /'7 \\ _ // 1 \ \/- /i' - \\�� /--- / / \ \ \' - \ \ '2 . . . . . . . I —
1 N N J / / / ) 1 ( 1\ 11(\ \WETLAND s �`_` -4. \ /_�///r,\\\ ( // ? / / / � /_ / � \ 1 L I '\ I•I ' ' ' ' \ I
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/ - DEED BK-5334, PG-332
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I ELEV.:695.41' (NAND 88)
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_ MANUEL J. HICKS AND \ I �
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I\ _- _ - - - / / / // - / �„� I ,/ / _- " - ��k j-./- A
- - -_ PID #07057005B LANDCOF i �, -�
s - / / / 1042.67' \ - - - - - - \ TOWN OF STALLINGS \( � 30.87'� -- J - - - - _ / -- - ` - - - - - - DEED BK-249, PG-171 PID #07078011A
P/ - - _ - - - - _ / ^ - - T-) f / N5970'f0\ f0`354' TOTAL _ - - - - - - - - - _ _ FND - \ DEED BK-5334, PG-332 ALTA/NSPS LAND TITLE SURVEY
/ - - - //- / - -- -\1' PIPE BENT
\\ I I�/ / - - / r / / - - - !// / - / _ - - _ \ PLAT CAB.-J, FILE-951 \
N/F ��k% \ \ LAND OF
LAND OF ,�,, \ VERA LEE MCBRIDE
�� //// TO: FIELDING HOMES, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CHICAGO TITLE BILLY RAY BELK AND � K \
`�� ,,� ���\\ A CARD ��,,� INSURANCE COMPANY: WIFE, JOYCE W. BELK 252� N/C \
�� ••••' '•••.•�/ ". �� �.........•••.•� �i PID #07057003 5� LAND OF \ TOWN OF HEMBY BRIDGE
'� O • UNION COUNTY, NORTH CAROLINA
`,- � ;••pEESS/Q'•.�-9 * `� i� THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED DEED BK-223, PG-316 MANUEL J. HICKS AND � \\
: � �y-. wo � �: THE ISAACS '9 WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS
Q * : GROUP, P.C. -. FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA O/ WIFE, KITTY C. HICKS \ , \ -
FND PID #07057005A :..:. File #: 20155 ALTA Date: 08-21-23 Project P.L.S.: SSD
SEAL - - :ENGINEERING & -. - ® S
- - ) . - AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A DEED BK-249, PG-171
L-3509 r = =rr►:LAND SURVEYING; Z= THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. SPINDLE PLAT CAB.-L, FILE-766 \ 1 \ \ I W G7 Surveyed By: FDC
o�: ; ;��: NO. C_,os9 = ISAACS �
•�ti� <1 `� %�'•��• 4` DATE OF MAP: AUGUST 21, 2023 GRAPHIC SCALE
'- S .,SURv .• ��. .i/t C I\N \ \ �/ l O Drawn By. CLC
��"*";/�F'°NE••.S•�y�\`` '��� �F"v,��Q �`` 5D �� 2023.08.22 , 120 0 60 120 240 f- f CIVIL ENGINEERING DESIGN AND LAND SURVEYING -
/, N �\\ \ /�� A ��N 08:04:31-0400 Know what s below. -0 Scale: 1 120
�1111110 innin%� ........ ... .................
STEPHEN S. DYER, PLS L-3509
N.C. FIRM LICENSE #C-1069 1 INCH - 120 FEET Call before you dig. / � �� / \ ��) II 8720 RED OAK BLVD. SUITE 420 SHEET 1 OF 7
CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 1
WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:18 PM,_AutoCAD PDF(General Documentation).pc3

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— _ GRAVEL DRIVE I - - - _ / - - - - - - - _ - - - � FND MANUEL J. HICKS AND
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1 INSURANCE COMPANY: ♦♦� '(N •••RQ � ♦♦♦ '� •••• ••• /
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED `�♦ �:.�oFESS/��•••.y -� `♦♦_:�• •••.1'9'-'
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS ;Q 9� - THE ISAACS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A _ SEAL : _ =n : ENGINEERING & ' —
Know what's below. THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. i L-3509 _ :f*1;LAND SURVEYING; Z_ — —
;y No. C-1069 ; :..:. File #: 20155 ALTA Date: 08 21-23 Protect P.L.S.: SSD
Call before you dig. - • ti -�
DATE OF MAP: AUGUST 21, 2023 -� •.•Q !�„ ♦ •.• Q'♦ Ld
. S •. SUR`1 • • • i •• 1. • G7 Surveyed By: FDC
.... ... �♦ ISAACS
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........... ................
40 0 20 40 80 ------------------------------------------------------------- CIVIL ENGINEERING DESIGN AND LAND SURVEYING C
STEPHEN S. DYER, PLS L-3509 Scale: 1=40
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 2 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 1
WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:20 PM,_AutoCAD PDF(General Documentation).pc3

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NSURANCE COMPANY: VERA LEE MCBRIDE
D .THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASE � ESS � HE IC '
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
SEAL ENGINEERING &AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A Know what's JeIOW. Ei n
THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. L-3509 LAND SURVYNG; File #: 20155—ALTA Date: 08—
i
21-23 Protect P.L.S.: SSD
No. C-1069 ;,��Call before you dig. DATE OF MAP: AUGUST 21, 2023 R Surveyed By: FDICSU � �
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GRAPHIC SCALE EN S FOFN O Drawn By. CLC
08:02:42-0400 `� i `
40 0 20 40 80 ------------ CIVIL ENGINEERING DESIGN AND LAND SURVEYING
STEPHEN S. DYER, PLS L-3509 Scale: 1=40YkIl
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 3 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 1
WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:25 PM,_AutoCAD PDF(General Documentation).pc3

\ 1 \ #
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LEGEND: JAMES MICHAEL
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FM FORCE MAIN VALVE
/ O ,� / 24" \\ \\ \ 1\ \ \\\\R\ \ \ \ \\\ \\ \\ \ \ \ \\ \\ \\ \\
© PROPANE TANK \ / C / \ \ / OAK\ \ I 1 \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \
AC AIR CONDITIONING UNIT \ N/F \ / �p�/ \ #4DREBAR- 1 I I I \ I \I \ \\ \\ \\\\ \\ \ \ \\\ \ \\\ \ \\ \ \ \ \ \ \ I\ \ \
1 I I \ \ \ \ \ \ \ \ \ \ \ 1 1
GATE \ LENNONNPARSON & / / \\ \27" \ \ I \ "so
SHIRLEY K. PARSON ELM
\ \ \ \ \ \ \ \ \ \ I
SIGN \ PID #07057084 / �� / / 13"
/ O /
LOT 46 OF
TREE \ \ PLAT CAB.# GUM
6, I '
LE-152/ 1 / / Gi " ( I I \ �55.2'
�' J
Z WETLAND FLAG \ / / 14"
! / UM I I I \ \ \ \\ \ \ \ \ \ \ 1 1
15" GUM// / I ` I \ \\` \� — \\ \\\ \\ \ \ \\ \ \\ \FND \ \ \ \ \I
/ /GUM / \ \ \ \ \ \ \ \ \ CEDAR POST \ I
FENCE LINE N/F y\ / ��°/ // / 15/ / / j I \ \ \\ \ \ \ \ \ \ \\ \
■W W W W W W■ STORM DRAIN PIPE LAND OF / / / \\ 655 JAMES
FAITH MCDANIEL & OAK/ `\ \ \\ \ `
ss SANITARY SEWER PIPE PID #07057085 \ \ \ I
OHU OVERHEAD UTILITY \ LOT #47 OF �> \ \ /, //GUM/ \ _ - - - ^= \ s \ \\ \ \\ \\ \ \ \\\ \\\\ \ \\\ \ 1\I\ I \
VV UNDERGROUND WATER \ \ PLAT CAB.-6, F11 E-1��p/
—C- UNDERGROUND COMMUNICATION \ \ I / l I/ ' \ /// / \\ -/ (%��� rr 11 \ 1 \ \ \ \ \ , \\\ 11 I 11 \ \
N/F (11lll�`� , �31 I \ \ I I I I i/��, \1\1\\ Ia I \\ \ \
651.2'r
LAND OF / \� _ � \ / / ) /��\�—� \///I/ I I I I l \RL,L
p�
NORMA C. LUCCI I \ /
. . .'. . . .� WETLANDS \ PID #07057086 p I \ 1 18'
FEMA FLOODWAY (ZONE AE) \ \ 18" / /
LOT #48 OF y'6/OAK
PLAT CAB.-6, I \- - -, I � /
FILE-152 _ / / OAK
100 YEAR FLOOD PLAIN (1% ANNUAL \ I / / / // _ - _ I - /
_ I � 1 / IFNDI \ � \ \ \ 11 \
— J CHANCE FLOOD HAZARD) \ , / / / / / - / / I \
/ , _ \ / / I I I I 1 I / / 11" SQUARE\ 1 1 I I
L —\ �/ — � " — _ / 581 _ ,/ - - \\\ //\� � // // � � /I // � 1\ I I II � iPIPE � .I I II �-
500 YEAR FLOOD PLAIN (0.2% \ N/F \ I I / " // / `�� / / 1 I I 1 1 \ I \ \ \ L
ANNUAL CHANCE FLOOD HAZARD) \ LAND OF 7 28 - - - - - / 52 3 I I I I I \ 1 \ \ \ \ \ \ \ \ ��
FAITH W. LEVERING & (� \ \ \ /r 1OAK - - - +657.7' _ - - / / / / / I I 1 \ \ \ \ =1
PAUL CLINTON LEVERINGPID #07057087
LOT #49 OF
1 I / �/ / // // // / / / I I I I I \ \ LL
\ PLAT CAB.-6, FILE j52
\ LAN/FOF \ /// // / // / ! / / _ - - - - - - '
\ PAULA N. KENNMORE & / p/ / / / / ' - -655
RALPH T. KENNMORE /
PID #07057088 / / / FND
\ DEED BK-4769, PG-303\ /
\ / / #5 REBAR LOT #50 OF 15"�`Z' ///
CAB.-6, FILE-152 PINE-
PLAT
\ / _ — / —�O // // 1 +6 6. /// /' \� � ` - - � - - 1 �//// - - ' //// _ _650 / '' // // // /^ (/ 1
i � _ _ _ to
VERA MND O MCBRIDE
PID #07057002
— -DEED BK-135, PG-419_
/ FND��
N/F / / / \ /
� #4 REBAR
LAND OF / , / I / / / / / 3,667,845 SQ. FT.
\ MARTINEZ FAMILY LLC // / / / 0� 652.0 /
' / / I / / // / / / 84.202ACRES
\ PID #07057089
DEED BK-5723, PG-356
LOT #51 OF
PLAT CAB.-6, FILE-152
\
N/F �/ /\� / �`� \ i \ I +65k3'
LAND OF / C`°� - -- - \ \- 1 I \ I \ \ \ \ \\ �640 \_ � � \ \ �\ \s
JAMES A. MARTIN / / / 16 ` - _ - _ - I \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ `� \ I \ FND
PID #07057090 _ / - / / 5 _ \ 1 \ ` \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \
DEED BK-7050, PG-197 /O / / / \ \ I \ \ \ I \ \ \ \ \ \ \ \ \ - \ \ \\ \ \ \ \ 1 I \ #5 REBAR• /
LOT #52 OF \ \ \
PLAT CAB.-6, FILE-152-
o ` - - / /� / h1 _ _ - - - - \\ �� \ \\ l\ \\ \ \I 1\ \\ \\ \\ \\ \\_ - - \\ \ � \ \ \\ \ \\ \+641;8' II I I I / / / / / I \\
II III
+663.6'
o
- - - - - - -665- -
_
LAND OF � � - PINE
ASHLEY N. CUMMINGS = _ _ _
= PID #07057094 o j 12" 13" - - - - - _ / \ _ \ +664.3
o DEED BK-5308, PG-459 \ 24" • '-PINE PINE 68.0'
LOT #56 OF I � \ - -PINE � � � \ \ \ \ \
I \ — — \ _ — — _ _ // \ \ \ \ \ \ I +6 / / / //// / � WETLANDS
PLAT CAB.-6, FILE-152 / \ \ \ \ \ \ 1 \ 2 4 / / / / / / / / Z%
= SF
o I OAK \\ \\ \ \\ \ \ \ \\ \ \\ \\ \� \ 1 \ I I/ // /I/i
o I —� - - - - FND � PINE \
#5 RE 2G"
\PINE
MATCHLINE - SEE SHEET 3 ALTA/NSPS LAND TITLE SURVEY
LAND OF
0 TO: FIELDING HOMES, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CHICAGO TITLE VERA LEE MCBRIDE
IN 1 SURANCE COMPANY: ♦♦� '(N •••R94 ♦♦♦ '� ........• /
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED `�♦ �:.�oFESS/��•••.y ��� `♦♦_:�• •.•:9���
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS ;Q 9� THE ISAACS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A _ SEAL : _ =n : ENGINEERING &
Know what s IJeIOW. THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. i L-3509 _ :ram:LAND SURVEYING; z_ — —
;y o�r - �t°A NO. C-1o69 ; ...:. File #: 20155 ALTA Date: 08 21-23 Protect P.L.S.: SSD
Call before you dig. - • ti -�
DATE OF MAP: AUGUST 21, 2023 :�
- •.•Q !�„ ♦ •.• Q'♦ Ld
. S •. SUR`1 • • i •• 1. • G7 Surveyed By: FDC
.... ... �♦ ISAACS ,GRAPHIC SCALE �u �D�,,,pfg � 100�04'00' ��' NEN S• �♦ ��' ;FOFAv�N�``� Drawn By. CLC
/111111\� //11111111 C
40 0 20 40 80 ------------------------------------------------------------- CIVIL ENGINEERING DESIGN AND LAND SURVEYING
STEPHEN S. DYER, PLS L-3509 Scale: 1=40
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 4 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:30 PM,_AutoCAD PDF(General Documentation).pc3

I
\ \ < LEGEND:
N/F NOW OR FORMERLY
\ 0 R/W RIGHT OF WAY
0
RCP REINFORCED CONCRETE PIPE
DIP DUCTILE IRON PIPE
CMP CORRUGATED METAL PIPE
\ I EP EDGE OF PAVEMENT
�\1 ® MONUMENTATION FOUND (AS NOTED)
I \ • MONUMENTATION SET (AS NOTED)
I El NGS MONUMENT
\ \ 0 CALCULATED POINT
I \ PROJECT BENCHMARK
N/F © COMMUNICATION VAULT
LAND OF
SHARON HARKEY MCINNIS ® COMMUNICATION PEDESTAL
PID #07057001 90 I I ca., UTILITY POLE
DEED BK-346, PG-102
I � POLE ANCHOR
I �\
I I y�j FIRE HYDRANT
WV
pd WATER VALVE
� WELL
\ I
� 0 SANITARY SEWER MANHOLE
FM
D4 FORCE MAIN VALVE
\ I © PROPANE TANK
AIR CONDITIONING UNIT
\ GATE
SIGN
TREE
WETLAND FLAG
FENCE LINE
\ \ \1 � � / / \ ♦/ \ ■������■ STORM DRAIN PIPE
\1 \ I SS SANITARY SEWER PIPE
\ \
OHU OVERHEAD UTILITY
1N UNDERGROUND WATER
C— UNDERGROUND COMMUNICATION
WETLANDS
FEMA FLOODWAY (ZONE AE)
I � \
100 YEAR FLOOD PLAIN (1% ANNUAL
\lL \ \ J CHANCE FLOOD HAZARD)
LCT
\\\ \\\\ 1\ \ \ \\\\ \ \ \ —
500 YEAR FLOOD PLAIN (0.2%
\ \ \ ANNUAL CHANCE FLOOD HAZARD)
\cn� N/F
MARKAK.DMCCLAIN
PID #07060079B
DEED BK-828, PG-69
FEMA
FLOODWAY
\N
+629.4
szs.\ \ \ ( SSMH \\ \\\✓\ \
I628.4' I IN: 117.58'
OUT:617.22•
pq
110
/ i GUMS G UM--, 12" \ \ 15 \ \ \ \ I \ cli
/ / 18.. / \ \ SUM \ WAI NUT\ \ \ \ I ` r
HICKORY / j 12" ✓ \ \ \ 1 \
S62 GUM \ \ l \ �f( \\\\.III //\�l �'
/ GUM/ GUM — — \\ \WIRE\NCF� \ _ _ — 40 51"W
769.88' TOTAL \ \\VV/1 \��J
� ✓ --� _ _
74988' \�k
N \/ r ss FND \ \�\\
�`0 I i #5 REBAR \ \ —
\ WIRE FENCE
8 6 1� - - I \\
/%// / _ —✓ \ � �� —\ /— �\\ \\\ �35\1' \ \\ \\ �� - - - - - - - - — , I(
62g\� � 20.00' \�� / \\\ \ ===
LAND OF \ \ \ \ \\ \\\ \ �\ \ \I I +629.1' // , ��\ ss
640� ` — VERA M. MCBRIDE \ \ \ \ \ \ \• _ ( \
i PID #07057002 —
/ /DEED BK-135, PC-419 _625-
3,667,845 SQ. FT.
84.202 ACRES \ \ I \ \ \
I I \ \ \\� \ Z� J - / —r \ �� \\\ FEMA
\ I`
63 \ •/ \ \ \ /I / /1� \ / ss I \\\\� \\\\\\\ 1 I� FLOODWAY
+642.7' / — \ \ \ SSMH
2 \ \\ \\\\ \ \\ S\ \\ \ \\\ 2\ 629— — \ - \ \ +628.8'/ I\ I \ J — 29.8t / / \ \ / 30.0 S� RIM:632.70'
\\ � - \ / �ti / I I +6 1 / \ '� \� -
\ \— — SSMH IN:620.57'
\ \ \ \ \ \ \\ \ \ I \- 1 / / \ 1v RIM:632.60' 6) \ \ i 0.
^,� / — IN:619.43'(S)IN:6 s \5 RCsg \ / 63 OUT:620.12'
OUT161881W)� —
MATCHLINE — SEE SHEET 6 ALTA/NSPS LAND TITLE SURVEY
LAND OF
0 TO: FIELDING HOMES, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CHICAGO TITLE I % VERA LEE MCBRIDE
1 INSURANCE COMPANY: ♦♦� '(N CARp ♦♦♦ '� •••• ••• / ,
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED `�♦ �:.�oFESS/��•••.y ��� `♦♦_:�• •.•:9���
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS ;Q 9� THE ISAACS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A _ SEAL : _ =n : ENGINEERING &
Know what's below. THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. i L-3509 _ :rn:LAND SURVEYING; z_ — —
;y NO. C-1069 ; :..:. File #: 20155 ALTA Date: 08 21-23 Protect P.L.S.: SSD
Call before you dig. - • ti -�
DATE OF MAP: AUGUST 21, 2023 �� •.•Q !�„ ♦ •.• Q'♦ W
. S •. SUR`1 • • i •• 1. • G7 Surveyed By: FDC
GRAPHIC SCALE ��=, 2023.08.22 ' NEN S.����♦ ' �i,FOF A�� ��` ♦ Drawn By. CLC
� A Noy SAACSO
... .......... . ..........
... .......... .. . ..........
08:01:08-04'00'
elm
40 0 20 40 80 ------------ ------------------------------------------- CIVIL ENGINEERING DESIGN AND LAND SURVEYING
STEPHEN S. DYER, PLS L-3509 Scale: 1=40
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 5 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 1
WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:35 PM,_AutoCAD PDF(General Documentation).pc3

_ _ _ __ T �\ •\ \ � \_T T T\ MATCHLINE — SEE HE TE 5 SSMHol
RIM:632.6
j/ir / " I _ \ \ / \ \ \ IN:619.43'(S)
I IN:61 9.39'(W
) /
AK
4s" \ \ \ \ \ \- - - - " i _ " /-� �\ 1 \ /\ \ \ \ OUT.618.81' -
/ \ \ \ 1 -- / \ -/ \ \ \ \�\ \ \ _
0\\ \ \\ \\ \\ \ 1`�\ STANDING - - - - _ _ ss
,WATER /�/ I �629.7'� \ \ \ \�\\ \\\ \
40 \ \ \ \\�\\\\ \ \ l "~ WETLANDS \ _ / _ \ /I s \� \ / 11
\�\ 37,539 SF �- - \ , \ s \ \ \\� \/ / I Ns7b523"E
\ \ \ \ \ \ \ \ I I I 38"I i
OAK \ — \ \• I
1 �` \\\ \- /\ SSMH \\ \ I II I I I/ D;42 i 3RE_BA R
\\ RIM:633.27' I
\AK\ OAK I 6
j OUT 2021'
\
_
-
51575' FND
TF639.)n' I ) I l \ \ \ 31" 3\ �.�\ : " _ _ \ +62sf7 / / 1\ \ IIIII Iv/ I Ns7�sy�E 11E
/ / / 1 I I / I OAK \ / � \� \ I \ \ 30.3' \ IIIII
28" / // 1 < // #5 REBAR
15" / 15" / / / 1 OAK
0AK 4 // /
\ / 33" — — — \) I I // // / OAK
OAKFEMA
FLOODWAY 1 IIII III
OAK*42
OAK
OAK
*29-
OAK IN,
\ \ , \ IIII I N/F I
°
IN \ \ \\ \ \ \ \ \ � LAND
OF
r CAROL \
PID #07057002B
1 — / — — ' _ _ \ \\ \\ \ \ \ \\ \\ \\ '\ \ \ \ \ \ I \1 / illl II II DEED BK-1102, PG 677
/� \+630.8'
�..6 I - - - - / / - - � - - - _' _ — — � ` \ \ \ \ \ \ \ \ \+634.7"-
44.
_ \ \\ \ \ \ \ \ I I
— J _ �645.4' \\ \ \ \ I \ \ \ \ \\ \ \ 1 I III I IIII
1
�-643.3_ _ - - -
/ I
I \ I
\\ 1 \ II o II
1 \\- - - - - - - — - - - - - - - - - - - - - - - &I1
Q\ 1 - - - - - - - - - - - - - - - - - - - - - - - - /
\ I \ \ \
\ I
\ - - - - - - - - - - / ' - - - _ — - - - \ `\ \ I LAND OF
SSMH
VERA M. MCBRIDE R2PID #07057002 :6 1.88'
DEED BK-135, PG-419 OUT.621.7o'
I
II
I
� " _IIII IIIII
3,667,845 SQ. FT.
84.202 ACRES / / // / / \ \ I I I /_ I - "
- - - _ / - - \ / / / / / \/, = �Ilq IIII I I
/ \ 3 4 / /
�. + 76 � ' I l / \ � / l �-631.4/
4 Is /4641.8'
654.8' / \ +654.5' / / / / / / / / /
\\
—
\\ III IL
I \ - - - - - - -
N5L
i '46 E 310.10' n / / / �I
FNIJ \ /
SQUARE
PIPE
+645.5' /
I 656.4' / r \ ✓ 651.4'/ / 32.2- I I I I
\ I \ I I I I \\ 1 1 / (� �/ I � - /� - � _ - -
6.3' / / I � _ / . . _ . . . _ . .
- . . . . _�l III) LAND OF \
- " " �, • I J/ MORGAN MARSHA L SCOTTPID \
I _ _ ./ / " �(\ DEED BK 435, PG-726 \
SSMH.
RIM:" _ / . _ _ "
- IN:822.99' / - -/ - ✓ y/j�"/ CS
. . . _ PUT:622.88'� -� Y /%/1 I 1
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1
6I
\ — \ -
\ / . . . _ . . _ . . �/. -� . I - /%�i'��j� . _ � _ r�' . ( \ \�`
MATCHLINE — SEE SHEET 7 ALTA/NSPS LAND TITLE SURVEY
LAND OF
O TO: FIELDING HOMES, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CHICAGO TITLE VERA LEE MCBRIDE
1 INSURANCE COMPANY: ♦♦� '(N •••Rp�� � ♦♦♦ ' ......... /
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED `�♦ �:.�oFES$/��.••.y -' `♦♦_-�' •••. '
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS ;Q 1�L - t THE ISAACS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA � GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A _ SEAL : _ =n : ENGINEERING &
Know what ' -
s below. THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. i L-3509 _ :ram;LAND SURVEYING; Z_ _ _
��°� No. C-1o69 ; :..:. File #: 08 21-23 Date: 05 22-2022 Project P.L.S.: SSD
Call before you dig. - • ti -�
DATE OF MAP: AUGUST 21, 2023 - •.•Q !,„ ♦ •.• Q'♦ W
. S •. SUR`� • • i •. •• 1. • G7 Surveyed By: FDIC
. _ .... ... �♦ ..... \ . ISAACS
GRAPHIC SCALE os o008�0400 ��'' NEN S• �♦♦ '�� ;FOFAv�N��``�`♦ O Drawn By. CLC
40 0 20 40 80 _______________________________________________________ �lllll111\� //IIII111\� CIVIL ENGINEERING DESIGN AND LAND SURVEYING C
STEPHEN S. DYER, PLS L-3509 -0 Scale: 1=40'
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 6 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:40 PM,_AutoCAD PDF(General Documentation).pc3

AMA CHLINE, - SEE SHEET 6 /- - - - - - - - - - - - - - ��/
/ /' / \It II > ` I \ Illt
\\ � — \ �\ — � \\, _ —'- _ -'\\ \\ \.6SS \\ \\ \\ \\ I \ \\ \ � � I` \ \ \ // /I 1 I / 1/ � �✓/ - + . . � . + . + . . � . + _ . ` . ` . . . . . ` .\�- . ` . \ .11ll �j�\ ' / ` - ' ` - - - � - , - ` - ` - � - _ -I ` -
r\ \ \ \ \ \ \ \ \ \ �� \ I I I �, I l l l / / / / / f� ,• /_ - _ _ _ - _ _ - - _ _ - _ _ I \� \\ I _ � ` \ II I I I I \
\ \ IN r — /f -- - - - - - - - - - - - - • - - - - . y \� � \. +� . y _ _ _ _ _ \ _
--6332 I I O
\ \ I \\ +658.9' \ / +656.8' \ I I \I I I I I / / I l I I I I / �� \ \�\\. I o�\ 1
_ _\ \\_ \
N648.91 //1// / / ///% • y � - - - _ � y . - . - . _ - _ - _ _ _ + _ - _ _ _ _ _ + - �-- -
-_� � \\\\�\_,_ + . � - y - _ � . � - y _ . � - \\ rn0rllll
_ 633.z'
. • . . _ • . . . . . . . . /I N \` _ •J —�\\) . . _ . . _ _ . mod
x/
- - - - _ _ _ WETLANDS,
LAND OF I I I / / ( ( \ \ I / \ \\ \ // \ � /\ / .\, \ - l 171,10o SF
VERA M. MCBRIDE I / I / I / / \ 1 I I \ \ - _ n _ /. _ ./ /J / / \ A- I /
PID #07057002 I I / / / / / \ / \` / Z / - IIF�II _ . . . _ . . . _ . \ III 1
DEED BK-135, PG-419 / / / / / / / / / ) I I / l _ �� \ _ /_ -\ - _ / - - _ - I / // / 1 - -\\ \ - - - - - - - - - - -
3,667,845 SQ. FT. / / / / / / / / / \ W I \ \ I
84.202 ACRES // / / / / / / / / // / / // — —\ / .\ iliNy:633.68' � \ / �\ I \\ \ II1N/FLAND
MORGAN MARSHOALL SCOTT
/ ) I I / / \ , / / / // / / // / / / / r— \ / "III I \ \ \ /i/ / �' ` \ \ \ I I I I I / PID #07057002A
/ / I I •INV:635.17' . \ ✓/ _ / // \ \ \ - - _ 1 _ _ _ - _ _ /- 1 f DEED BK-435, PG-726FND
/
4 REBAR
/ ✓\ _ _
�G49.i'' / '_' — �'/ / '�_' i/ / ' /' / WETLANDS 3 \I / ( \_ \ \\
396 SF
/ \/ > \ \ FEMA I
rGUMS \ �\ \\ I ` \� 634.4. I \ \ FLOODWAY
12» �\X $ II �. II _ _ . . . .
GUM/\ .\
�� - - - OAK—/ /" � \ — — ' j� 24" \� I I \ _ _ •\\�\\ _ _ _ _ _ _ m / I
OAK
WETLANDS .// /
256 SF / / _ l — /— 'T J — '' �\ - - - - - - / "� 1 \ � \I / \ \\ �I . _ I I`II - , + ` - , - rn
+639.8- \4 - - - - - - N54 "E
/b40 ` — � ' ` i i \ — CEDAR \ /14" \�'/I \ \ \\ _ _\ \l . . - . .//. =1,5.00' 77E —
_ 14// // 2A \
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//j/ / / .11 --, — OAK — � - - - - - - - - - - - - _ i� � - - \ GUM \ _/ I N \ /• _ _ _ \\ �O _ _ - /• _ / #ND I
650 /' i � // // /// / — ' '/ /' /' \ � 12"GUM \ \ � � - - �\ ` 1 \ _ _ _ \�lYx V 5 REBAR
\ � \ l N \ �\� I l o � I
/ // I — \�\ i // /� / �� _ _ - - - - - - - _ _ _ FND \ \ / r \ \ \ I I) LT� / L1
\\1" PIPE \ \ L I \ I � ` _ . . - •)��-d - - I_ . _
\\ t \ \ \ N I _ a _ •I II� . _ - . _ L2
LQ
Cn GUM
PINE
WETLANDS ' //' // / / /' / ^ I \\ \ /' \\ \ \ OAK \ \\\ I n \\ I+ (\ _ - • \I I \ • `I _ • •I \ / I
SSMH
775 SF y / / // // // MAPLE' / I ^ \ \\ \ \ \ �N RIM:638.96'\ . _ I _r`\ .`\ _ _ . l xo -
�� 7��\
\ \ IN:624.8Tt _ _ . _ LANDFOF
OUT:624.76' _ \ n PID #07057002C
�' rnJOAN BARNES
_ Do
13" / \ \ \ \ c" 26»\ ( ) \ \+\ `./ . . r _ I I DEED BK-1324, PG-382
CHERRY \ \ \ \ OAKLn
LIM
/!� i- /640 — / — — / �M.APLE/ / / \ \ \ \ 24"
\ OAK J \ 1 1 I \1
MAPLE / OAK
— / 14" \ \ OAK o l \u'
/MAPLE
I I ( \ � I• I I / / -/ / / \
46 12.. / / \ 37".
OAK/ / / / \ \ \ OAK \ 6�0.3' \ \ 1 \1 - `t I-
+649.3' � \\ �\ _.I \ OAK\
/ \ PINE
I
GUM
— — — N/F \
LAND OF \ I II—
_ MANUEL J. HICKS AND \ \ 12" 1 I / \ - `\ - I FND
PINE / \ \� \ \ l #4 REBAR
/•- - - - // ' � � / �/ / I/ WIFE, KITTY C. HICKS � � / ) I \/ cv'n 1 "\ . \ - ) . . _ \
DEEDDBK-249,0PG-171 64 5 '
EN
\\ 4/ '2/
n/ •EL - - - - - - 1500 �
PINE
280.03
_ - - - - - - - — — "E 295.03' TOTAL,
18-JOAK413" N
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\15.00
STON
OAK
OAK 650
1
- - - \ N/F
LAND OF
\ \ I TOWN OF STALLINGS
PID #07078011A I \
DEED BK-5334, PG-332
\ \ PLAT CAB.-J, FILE-951
1 \
ALTA/NSPS LAND TITLE SURVEY
LAND OF
0 TO: FIELDING HOMES, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND CHICAGO TITLE I VERA LEE MCBRIDE
CA ''� �`�� N C?RO ''%1 INSURANCE COMPANY: ♦♦� '(N •••RQ ♦♦♦ '� •••• ••• / ,
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED `�♦ �:.`fESS/��•••.y -� `♦♦_:�• ••• '
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS ;Q 9� - THE ISAACS TOWN OF HEMBY BRIDGE
FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA GROUP, P.C. S UNION COUNTY, NORTH CAROLINA
AND NSPS, AND INCLUDED ITEMS 1, 2, 3, 4, 5, 8, 11(b), 13, 16, AND 17, OF TABLE A _ SEAL : _ =n : ENGINEERING &
Know what's IJeIOW. THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 12, 2023. i L-3509 _ :f*1;LAND SURVEYING; Z_ — —
;y o�r ttA No. C-1069 ; :..:. File #: 20155 ALTA Date: 08 21-23 Protect P.L.S.: SSD
Call before you dig. - • ti -�
DATE OF MAP: AUGUST 21, 2023 -� •.•Q !�„ ♦ •.• Q'♦ W
. S •. SUR`1 • • i •• 1. • G7 Surveyed By: FDIC
.... ... �♦ .... ... � . ISAACS
GRAPHIC SCALE 3.08.22 �,��FA ..... 0�1�`♦♦ �F .....�N�```�♦ _
9:55-04'00' �i,,YENS```��� ii �OFIAU```��� O Drawn By. CLC
40 0 20 40 80 ------------------------------------------------------------- CIVIL ENGINEERING DESIGN AND LAND SURVEYING
STEPHEN S. DYER, PLS L-3509 —0 Scale: 1=40
N.C. FIRM LICENSE #C-1069
8720 RED OAK BLVD. SUITE 420 SHEET 7 OF 7
1 INCH = 40 FEET CHARLOTTE, N.C. 28217 NOT A VALID SURVEY
PHONE 704 527-3440 FAX 704 527-8335 WITHOUT ALL SHEETS
P:\Active Projects\DRB Group\Hemby Bridge Development 20155\Surveying\Drawings\ALTA\20155-ALTA.dwg,8/21/2023 3:47:45 PM,_AutoCAD PDF(General Documentation).pc3