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/ / / / \ 0.0.16}050LOGK 1 ERV,N R p�EY508
OEH,LLz,} °ao; °°"' iv PRELIMINARY PLANNED N y < =r
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/ MULTI FAMILY SUBDIVISION
/ PROPOSED ` \\ B}-1 oO C APPROVAL Cn
/ SINGLE \ / cNAR�Es vc }6z I—
/ / / FAMILY \ pebiaza e,Liiza I ce}"1 MCKsscK CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT
/ LOTS ' \\ ..\ \ Mo'5'PG HEIEN o5z.Pc.s' I 'Jennifer Frixen 01.09.20 I / T
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/ VERONICA RATFORD
DEED BOOK:07941-289
PARCEL ID:08314113
Fa lr 2 / PARCEL ID:083.217
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MICHAEL Book 3s,o-I I 'EED° l I I »v%'' DRAWING INDEX z = Q
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/ PA El o 05,.,9 DEED BOOK:r 157SHEENA \---PAM
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SINGLE FAMILY 0831.152 JOSEPN NNA,c e I
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PARCEL o 053.109 lzonn0 RsI usE:srvcLE run Lr I / / L-001 1 COVER SHEET IJ ErMLr > J
\�� / - ���� / I r. I I //,j/ L-100 2 EXISTING CONDITION$DEMOLITION PLAN I 0
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\/�\ �� \ \`\��L / _ \ / J " - //%/ //j L-101 3 OVERALL SITE PLAN
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// \ �\ 1 - _ - _ ( �! ;/ I l '.'��z /'// L-102 4 ENLARGED SITE PLAN(SOUTH) < J
____1- __ ----/ ^'� V'N " A .... c' //// L-103 5 ENLARGED SITE PLAN(NORTH) J
��l\ ,\�� \ ------ DRUMMONDAVE //j/ L-104 6 LANDSCAPE PLAN \
// / \\ (VARIABLE PUBLIC RAN) / / /
L-200 7 OVERALL GRADING PLAN
b / / 1� _____ aI`/ PROPOSED Z - r 7I /�///// L-201 8 STORM DRAINAGE SCHEDULE
Z
/ _ . n(/ DUPLEXES) �// //// L-202 9 GRADING PLAN ENLARGED NORTH
/ R SOLUTIONS' © 0 ■--s I I•••� � I I (10)UNITS / BARKER Be DAYID M BARKER®PAR c /'// L-203 0 GRADING PLAN ENLARGED SOUTH ( 1
DEED BOOK: a3.�S SE / v I `\ e� / / // L-204 11 GRADING PLAN ENLARGED EAST �/
z PARCELUSE.SINGLE FAMILY �9 IIIIIIII O • • I \ \ USE:COMMERCIAL /// /// L-205 12 WATER QUALITY DETENTION SYSTEM
5 ® lJ ® ® © I. o D ® o 0 I \ / P L-300 13 EROSION CONTROL STAGE 1 WEST
- ZONING:-\/ IIIIII ® P e I I \ ---\ / / /� ZONING:B-1
USE:COMMERCIAL L-301 14 EROSION CONTROL STAGE 1 EAST
t` \ cP \ / / / L-302 15 EROSION CONTROL STAGE 2 WEST
/ ����� ZONING:B-1
O ® \� Mil ®�� ®® ��� ��� /// /__`\ USE:COMMERCIAL
' / //%/ L-303 16 EROSION CONTROL STAGE 2 EAST COVER
/ - i �\ 0/ //// L-000 17 ROAD IMPROVEMENTS PLAN
-.VILLA.'NEc ' ADA MILL ALLEY I
0e� `� PROPOSED \ \ / / '/// SHEET
Bi ZONING:R-22MF O ® , , , , L— ��r .�� \ \ \ / //// L-001 18 TRAFFIC CONTROL PLAN
$■ 4 ` TOWNHOMES / //
R, USE:vACarvr unu e d
, \\ \\ \ / / L-002 19 NOTES
^^� /-\ O r (54)UNITS \ \ \ // ///�' L-403 20 DUNCAN AVE.ISD
- \\ \/ ,/ L-404 21 LYDIA AVE.ISD
® I I w ' \\ n/�\/' /' %// / /// L-500 22 DETAILS `LUL111nu„
_ y \ L-s01 23 DETAILS
®VILLA o z //f// / Lsoz z4 DETAILS o��N cgRo�f
-PARCEL ID:083145. _ ":- •�— U< DEED BOOK:30957-60 // //%/ /////2501 THE PLAZA HOLDINGS
L-s03 2s DETAILS `� y1
vA�ARr - w - > CALVINE MILL WAY -V �, i COMMERCIAZONING:MUDD L
/ /��/ //// L-504 zs DETAILS -*' (,''-u3 `;
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Q U © --1 III • - J /_ / / L-600 27 PRIVATE UTILITY PLAN >F.z
3use0 R 32M / PARCEL o 053,n0
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J-+... �, m ---- Q _ / / L-601 28 PRIVATE SEWER PROFILES a`
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L �\ � L-700 29 FIRE TRUCK TURNING MOVEMENTS ,,,DESIGN 1,c`�`s'
DEED BOOK
000-923
USE vAcaNr 01 6 / / / ��Q- ',.I.Vg.;( ��,
PARCEL o.210usoe nu II Q e \ / ;� ',,N CAR°
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® I /' /// • Rezoning Petition 2018-111 =*w 957 =zg
ADA MILL ALLEY _ -"` I i /i _�4 / (ab % °°c
.. �- rL3 o� «.,11� I�sMwm�saM� / // Q�p\� / FINAL APPROVAL Sheet Sheet Title S.
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.. A I 0 O`' /i Number Ay.........P tt y5
-1------\ I PARCEANTHONY FUSCO• e3 // �/ �6 QJ // ''/ RZ-1 TECHNICAL DATA SHEET
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DEED I \ d // PROJECT NUMBER: SDRMF-2019-00053
I ® ® ® ® ® Be ® ® ® ® ® I CONING2 0-2
USE omcE \{ / / CHARLOTTE. RZ-2 REZONING SITE PLAN
L \ \ /�// CORPORATE CERTIFICATIONS
ZONING:R-22MF
NC PE:C-2930 NC LA:C-253
1 PARCEL ID:08314507
USE:VACANT 3LLc I \`}// / \ SC ENG:NO.3599 SC LA:NO.211
I £_ '' ENGINEERING APPROVED
° I II z/ By Keith Schell at 9:40 am,Jan 09,2020 Project Manager: MDL
J 1 �� „ -- = - u _n I ,/ PCSO/DETENTION/DRAINAGE PLAN ( l
o \Vj\ -�--- EROSION CONTROL APPROVED Drawn By: LHC
CATAWBA AVE
Q (45'PUBLIC RNV) /
a - -rr- rr---r=7� -------��- ---- / Checked BY: MDL
D T�\ _ ,
xOr - „ URBAN FORESTRY APPROVED IAsnoted.l 0 50 100 200 Date: 11/25/19
2 CUSTOM REMODEL.HOMES INC •DEED BOOK:25301-B22
I I USE sIrvULErNnILr USE0:00314909
COMMERCIAL PARCEL ILL 00314908
USE °NMENU� i�' /22.MF DEED BOOK:22201-706 DEED BOOK 222.01-706
/// TREE ORDINANCE 5 III
°UL*'-Wan I I I ,�i/ //, REVISIONS: SCALE:1"=50' Project Number: 18021
- - - COOT APPROVED
No. Dale By Description
Sheet Number:
2 NOTE:
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING
THE SITE PLAN SHOWN ON THE COVER SHEET IS FOR AT LEAST 48 HRS.PRIOR TO ANY LAND L O O
GENERAL REFERENCE ONLY.SEE SITE PLANS FOR DISTURBING ACTIVITY USING THE ONLINE
S. DETAILED SITE PLAN INFORMATION.
FORM FOUND AT http://charlottenc.gov/Id
11
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/ / SERVICETO REMAIN •� • % v ' BLOK1 + U,9A IS04 15 PLAZA HILLSISURVEY BY:R.B.PHARR&ASSOCIATES,P.A.420 �/�,b. BRIAN \ -'z I°.pg311<s i PLAZA CILLS`+ / > Yg on.+ , ,� M.B.5,PG.275 HAWTHRONE LANE,CHARLOTTE,NC 28204 TELE.:(704) V)/ / / DEEp�B00 6 HOLDENUSE;SNINCEFAMLLY3 n + a1`� 1 r.d a o u aM.B.1166, • .30 2e cv x`'/ -v*' +o+ 1^ 8j �•15^ I3. E 6-218 DATED JA A NAVD 88 H
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+ + +hd. OF OFF SITE AS REQUIRED BY LOCAL,STATE,AND
\wM \ G' / AEZONI CLE i54109' USE: LF FAMILY G FAMI �� • " ++ + rI+*+ ++ • .. 1T '� m T
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42,
PLACE BLOCK 12 z OAK ♦ EOA: '� ' �Pe* / v FP �51,
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g PP _ ;, TO REMAIN, I oau 12 cEOA 74,6,,,,Nicig.2.,u Fus v`+ Po"` 0,fj f
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HIGH HAZARD SILT FENCESC ENG'NO 3599 s LAz ����,�'� cO aiT>s9 SS - _ r=/1, X STAI I / "` / 5p j te' OBJECTS TO BE DEMOLISHED
N. 3 .Iz +. TO REMAIN a oA -a sz oa�oF _ • ,gyp 'Q
c@ _ IN. 752.7 ---.---- 5. 5" _ PP F.}i sT RAM F / ., �(E _ D "• 5"OAK omPRNr E o i J� s Project Manager: MDL
`" -Gw RCPH ! our 8 �. c s¢f1 IIII '' �. H°'',: i I��yIYYI J
w Zi a°p p6A � e 1 6 CURB ., W ���. CEDAR ,.I'�, .��i. 0� � E03 /E" �+Ft,I�4J
GRAVEL
° lE
o 'TP K;25 NC T a !- (� z RCP - �:cw cw sroo \, % �.G.y?� �QG � TREE TO BE REMOVED Drawn y M EA
_ Y_ ti� WARNING! B
U T AON�DEBD°HO622 i 15"R :44 WIREFENE C 6]2 '4' �d./9�1L -Al' II''
.(r?���
M RY ��Y 00 HOMES I z _ ----
ING 814 GR.750.13 GR 75698 • CheckedBy: MDL
ykISIftl® .ilk ®/ r //
Q USE MULTI 2A OUT:75573 np, s,,,,, ,,!, e - •. �, I G 6`ne Q AMILY 1 I le,, RIM:JSO.Ji DEED EL ID 203 YELL ®WM 6CURB CI•
M (Aj.75a PARCEL ID 220
-" I I ouejT]saa use°Nwc_R?za�o' I _ _ / Ae A. 0 40 80 160 Date: 11/25/19
� I REMOVE EXISTING TREES AND D Boo a LLC 6 CURB 3 _, / aF' o -_
AND DISPOSE OFFSITE(TYP) RCEL Io.22201_]OB ,,ALL F• '
zoawc 0g3tasOs F,' -- SCALE:1"=40' Project Number:
K I Wt---- - _ USECOMMERCAL DPARCEL�jp82220,-]Os �11111.1)1
L , �f'- �P�J �� REVISIONS:
I 18021
ZONING D8314908 ��� �� o c' No. Date ByDescription
psE coMRMERcwi F s��j� �-e� / / c P
�/ Sheet Number:
CALL L
I, U Il BEFDaE,'DMDIG
\ _ -
> Im �// / NOTE: STOP
` O m•
E J� LANE CLOSURE WILL BE REQUIRED IF WORKING 800-632-4949 L O O
I.r) R W' y�, >: WITH IN 5'OF TRAVEL LANE. AVOID Ur LTY:AMA. N
SHEET# 2 OF 29

■■■■■ ■, ��■■■■■■■■■■,■■■■■■■■■ lPi■■■■■■■■■■■■■■■■■■■■■■■■■v. 0 �a
LEGENDDANIEL 42 �\ pa a ,\ \ \\\
\ JOHNOgOT 20SBL0051 ER¢p49pGE 588 �� V V
\ \ AHILL + a p.0 OCK bPROPOSED BUILDING \ \ \ MPB 5 pG 275 / + + \ LOpLAZAILLS5I •.. e * Inc-a ro roAZ ' il
r �• \ M.B.5,PG.27 / ••� O Y O O
PROPOSED PRIVATE OPEN SPACE PROPOSED \ \ \� � � ■ �� ° O z «:
POS \ \ / \+ / I ■ p
L----J 16
SINGLE x.Row o93- 9 RD
FAMILY • \ // \( * CHARLE3TWOOD 3 _ 18 ® A
PROPOSED CONCRETE 3 LOTS' \ / ** D.B.68 HILLS s 142 ■ W
( ) . \*+ +* +++++++{+++ PLAZA 075 pg3g MCKISSICK ■ EDO
\\ MO C\�n. \ + +f.++++++*+*++++++ I PROPOSED TREE SAVE AREA. IHELEN 82.TO.51 ■SITE wALL \ \ �x+ +,++ + + + + SEE SHEET L-104 FOR D.O.9 ZAN,(LLS ■ YPROPOSED / m$ \ \++ CALCULATIONS. PLAS PG.275 ��D �•,/. O _
--_ PROPERTY LINE TERRTN JMAWOOD HER ■ \ 5 + + + * + +\1 M B ■ 111(�'''II�11 �(- /�///�/ /V I ~
\1414
- RIGHT-OF-WAY DEED BOOK:32413-48 ■ \ ® / \ ++\9 ■ II II 1� Al 1 //\\ // / y/ Vl Y
- - SUBLOT LINE PARCEL ID:00314114 \ \ / \+ + / _ L- ■ VICINITY MAP Q V `p
ZONING:R-5 ■ _
------ PROPOSED SETBACK USE:SINGLE FAMILY ■�QN"' I 0 / \'\+*+ +++// /« + ----_ _ _ �` ■ NOT TO SCALE Q N N
q1- \ \,*** ' *.I** / /+ _ _ �� DEVELOPMENT DATA: d ui r
- ROAD CENTERLINE \ 3 / \E ** * / / -- ___ ■ TAX PARCEL ID: 08314401,08314210 N C CO
POST CONSTRUCTION CONTROLS EASEMENT ■ / \+*+* *+I/ /++ +�-r-�- ■ EXISTING SITE AREA: 95.79 AC(252,198 SF)TOTAL SITE ACREAGE d
\+ + *�**+** / /+* ++I+++++++++++++++I*+++ +++*+*+*+++ + + ■ (5.60 AC-AFTER RNJ DEDICATION) V' Q Z
ACR ACCESSIBLE CURB RAMP ■ 'L6 Q_•rJ \ Q \+ +* +,I +*!/ I++ + +++ +*+++* t 3.39 AC(147,870 SF)SINGLE-FAMILY ATTACHED Z d
/ r IOptE W- \ G \* * y ++ ++I++ ++I++ ■ t2,40 AC(104,328 SF)DUPLEX AND SINGLE-FAMILY DETACHED - 2 d
EO 2 %E \+ + + +*J' /+ *, -, EXISTING ZONING: UR-2(CD)
/ \ ' \* * /* ■ ZONING PETITION: 2018-111 W J O
m �\q- s- * *+*+*+* * * + ■ JURISDICTION: CITY OF CHARLOITE o• N IV
■ \ G 2 '/r1 CO _ i*+ PROPOSED USE: SINGLE-FAMILY ATTACHED AND DETACHED V n V
KENNETH RAYFORD ■ \ CT �` _ -- +I + 4*''_ ■ UNITS PROPOSED: 54 TOWNHOMES;5 DUPLEXES;3 SINGLE-FAMILY DETACHED
VERONICA RAYFORD l� 1,m \ (' + +*+* _ _ ■ UNITS ALLOWED: 57 TOWNHOMES;5 DUPLEXES;3 SINGLE-FAMILY DETACHED
DEED BOOK:079 41-2 69 ■ \ *+++
PARCEL ID:08314113 ■ , 0 * ++I*+ a MIN.FRONT SETBACK: 14'FROM BOC MIN.;20.FROM BACK OF SIDEWALK(DUPLEX
ZONING:R-5
USE:SINGLE FAMILY A ++*+* * * * +* * * *+*+*+I*******+******** ■ AND SINGLE-FAMILY DETACHED)
■ \
% I** + + + * + + +++++++*+*+*+*I+*+ +++ + + + +I + + + + + + ++I++ ■ MIN.SIDE YARD: 5';10'CORNER LOT H
_ _ _ SEE L-103 FOR ENLARGED SITE PLAN ■ MIN.REAR YARD: 0'
BRIAN D HOLDEN ■ DENSITY ALLOWED: 12.1 UNITS PER ACRE PER REZONING.
[AURA B HOLDEN `■ ■ 2'-6'C& DENSITY PROPOSED: 11.96 UNITS PER ACRE
■■■■■■■■ ■■■■■■■�■■■■■wni �g i�■-!■ NE ■■ ■ ■■ ■■ 8'PLANTING STRIP •
T.
I ---- - I- -- - ■ PROPOSED BALDING 0 U
1 ZONING'R 5 SHEENA PATEL I.
J
USE:SINGLE FAMILY . 6'SIDEWALK I HEIGHTS ALLOWED: 40'MAXIMUM FOR UNITS 55-62B.
• DEED BOOK:26383-686 . 2'SUE X
■ I40/NCOM MAXIMUM FOR UNITS9-24 WITH ALLOWANCE UP T0100'WHERE w J
PARCEL I0:08314124 `y IN COMPLIANCE WITH TABLE 9.406(2)(A).
■ ' ZONING:R-5 . / \ �j I I I ■ ALL OTHER UNITS:ALLOWANCE OF UP TO 100'WHERE IN COMPLIANCE
USE:SNGL FAMILY /`yj� • �/�
■PHILIP R MORONI I • \ I ■ WITH TABLE 9406(2)(A) yJ
EO BOOK:31055 682 MICHML SATO WONG - 7G�4 • 1,, U)
JBOA F 1570 . # _ _ ■ PROPOSED BUILDING HEIGHTS: UNITS 5562B 341•HT(MAXIMUM w_�ARCEL ID 0831410E \�� I SHEENA PATEL \ 1 ® ® ® ® ® � ■
DEED BOOK.315]0 3]]
ZONING:R 5 DEED BOOK 26383-686 . .1 ® UNITS 9243. 1•HT(MAXIMUM 40HT WITH AN ALLOWANCE UP TO
PARCEL ID 08314152 JOSEPH HUANG
USE.SINGLE FAMILY PARCEL ID 08314112
•
■ MICHAEL KORUDA ZONING:R-5 LIN ZHU - . 1 I I • 100'WHERE IN COMPLIANCE WITH TABLE 9.406(2)(A))
USE:SINGLE FAMILY . R-5
•
' DO BOO a BESAS DEED BOOK 32259-736 USE SINGLE FAMILY . 1 1 I I I I I ■ ALL OTHER UNITS:34-1"HT.(MAXIMUM100') - N
DEED BOOK 30181 ]91 PARCEL ID:08314111 I-L
•
■ / PARCEL ID:08314109 ZONING:R-5 \ . 11\
■ I 1 1 0
ZONING R-5 USE SINGLE FAMILY I . 1 1 \ I - I EEO 1. PARKING REQUIRED: MAX.PARKING ALLOWED PER ZONING=2 PER UNIT >- Li I
USE:SINGLE FAMILY \ \ 1 • ®- - I I 1I PARCEL ID 08314217 1.5 SPACES PER UNIT(TOWNHOME); ''I
\\ \:_\ `/' - \ J \1 -" • I USE COMMERCIAL ■ 2.0 SPACES PER UNIT(DUPLEX AND SINGLE FAMILY DETACHED)tol O LJJ }
li
TOTAL PARKING SPACES REQUIRED 107 SPACES /�/
• `1 - - I W U \ / •. ', I > U.�.•• I .-�� ■_ PARKING PROVIDED. 5DUPLEXES X 2(UNITS PER)-20 PARKING SPACES LL I- J
■ \ o�
- - . r � \ _ - - y - , II 54 TOWNHOMES 81APARK PARKING SPACES
d r , --- ES-_--- � w . , m d ,' � � r__- -,. --- +14 ADDITIONAL ON STREET PARKING SPACES
O W
TI\ --- EX.EOP 1-- __ a o-, _EX.fOP _ -- Ex.BOP CD�e` ----- ----- v TOTAL PARKING PROVIDED.121 SPACES
o�
I ,,,,
_ " DRUMMONDAVE ■
\ -- --____-_ - !Q - - > MAX.FLOOR AREA RATIO: 1.0
/ •■ 1�I - _. w. (VARIABLE PUBLIC RNV) . EX.EOP EX.EOP ■ PROP.FLOOR AREA RATIO: 0.70 Z
■ 11 7 w. I RROR TH'L"R _0
■ 1 I % - - -I ( - -- - -- a RFRxzFLOORs ,z�soosFx3DNTs a000sF - U
PROP.DUPLEX FAR 1,550 SF PER
w 7 ■ - - _ - ��=11=�i_�l-��m0=ii=_��ffi��z��=ri_��=_�1� - EX.ROW / I _ .... em r//) ■ FLOORS Sim SF
I
- IPROP SINGLE FAM.2,11LP SF
■ / w --" �" - _ _ - _ _ / t DAVIIDD L&JANIE 1H BARKER /'//�J/�.`j ■ R sEmOSF%3 Q
a ■ / xl 300 SF
,,i. 1 -�_�1 I I Ii s�s����■� 11 ■■■■ ■■ I I■■■■■ ■■■■■■■ ■■■■ �D 2JL7h�■■■■ ■ ■■■■■■■r raor.EMNDEUAaFA-SSAc 1+eRSAAIia3 sse sF.-a ml
HOUSE REALLY SOLU�S I ild •��. © ■ ■ ■ ■ ■ ■ ■ .11......
■ ■ ■ PROPOSED //■� PARCEL ID:08314306 / PROP TOTAL FLOOR SF TOTAL
32205-363.322 t5] w1 ®®®�i DUPLEXES I I \ - ZONING:B-1 / / MIN.PRIVATE OPEN SPACE REQUIRED:400SF PER UNIT(TOWNHOMES) Q
ID:08314530,063 31 HI I 28'-6" \ USE:COMMERCIAL /
ZONING:R-22MF I DEDICATED RMJ 'I I \ "/
SE:SINGLE FAMILY• '^( 0 I I ' ( 0)UNITS WASTE MANAGEMENT: ROLLOUT CONTAINERS -
I /SETBACK LINE I \ (PUBLIC FOR SINGLE-FAMILY DETACHED AND DUPLEXES)
PROP.2'-6"C& 13 14 1© i6 1© 18 19 0 0 0 0 0 'X I \ (\ (PRIVATE HAULER FOR TOWNHOMES-HOA WILL CONTRACT)
7 $ II '' \ \ \\ IN THE EVENT THE HOA WOULD LIKE TO SWITCH TO PUBLIC WASTE SERVICE
8'PLANTING STRI' . 10 ■ I \ BIG 8 LLC \�(/ CA ONSUITABLE RUC FUTURE AREA HAS BEEN IDENTIFIED ON THE PLANS FOR J
-8'SIDEWALK .I t10'PVMT. I CONSTRUCTION OF AN ENCLOSURE. L
■ 2.5'SUE - \\y -_ DEED BOOK:21500-277 1 1 I
� tl 1. ■ \ PARCEL ID:08314305 \ 1 1 1
„,, ,,I■ ■I. ZONING:8-1 BUILDING SEPARATION: 10'MIN.(TOWNHOME)
EH 1 �� Q ■ ■�■�■ N� : / --_-- \\ USE COMMERCIAL /
y / ®� / TREE SAVE REQUIRED. STEIACREAGE TREE V
FISHES PROPERTIES. C - - - A ■ -- \\ \\ (10%ON DUPLEX AND SINGLE-FAMILY DETACHED;15%ONSINGLE-FAM.ATTACHED)
/ ADA MILL ALLEY
D BOOK:21060-92 � /e- I■ \\ \ t3.39 AC(147,870 SF)SINGLE-FAMILY ATTACHED
RCEL ID:08314510� _ // \ \ , 52.40 AC(104,328 SF)DUPLEX AND SINGLE-FAMILY DETACHED
ZONING:R-22MF I 'I; 0 , •`_ :'1'.T / -...I I ' I I:',`TI ■ \ \ NOTES. 147,870 X015=22,180 SF
USE:VACANT / ^ / 104,32E X 0.10=10,4325E
■ UJ?lam :;�Ilul■ ` \ \ •\ / /.
a - PCCE FOR 1. SEE ENLARGED SITE PLANS,L-102&L-103 FOR DETAILED SITE PLMI7�ROVIDED: 32,703 SF
1®IIIII■ . UNDERGROUND ■ PROPOSED \ \ \\ / A SEE ROAD IMPROVEMENTS PLAN(L-400)FOR DETAILED ROADWAY IMPROVEMENTS PLANS&NOTES.
Q U Oj I DETENTION 1 TOWNHOMES \ \ \ \ / 3. COORDINATE ALL CURD AND STREET GRADES IN INTERSECTION WIAIRd.9kEE0;T0NELINE: START Q42019 OVERALL
■ ¢m I 1 ■ 54 UNITS SIGHT TRIANGLES IFOWN ARIN IMUM REQUIRED. NISH Q22021
& ( ) 5. IN ROLLING AND HY TERRAEPING OF THE STONE BASE AND/OR APPLICATION OFATACK COAT MAY BE REQUIRED NEAR INTERSECTIONS.THESE REQUIREMENTS WILL BE
-■ d Au ® ® ® 1 I- \ / // ESTABLISHED DVTE INSPEC845ED ON FIELD CONDITIONS. SITE PLAN
}- I ■ / \ / /� 6. APPROVAL OF THILAN IS NTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING,PERMISSION MUST BE OBTAINED
■ J O . © W ■L/ \\ /^\/ / //// FROM THE AFFECT PROPERS.Ilke
■ :'. _ - J v' / // ]. IN ORDER TO ENSE PROPEGE,KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB.
10'X 10' / 8. SUBSURFACE DRAAGE FACIY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BV THE INSPECTOR.
QI ■ ■ ■ //J. / /// 9. THE PURPOSEOFESTORME EISEMENT(SDE)IS TO PRO VIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS
O ■ •
■ ■ - - - SIGHT '�// 1 /✓/ PROHIBITED.
TIGHTS PROPERTES, e A- ' -- TRIANGLE 2501 THE PLAZA HOLDINGS / 04,/// 10. HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S
1 BOOK:21060-92 I !lliii II ••_ E. - \���\L DEED BOOK:30957-60 / INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.BACKFILL MATERIAL MUST BE APPROVED BV THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC
2CEL 10:083t4509 '� -� ■ PARCEL 0:08314303- - - RIGHT OF WAY.
CONING:ACAN MF - ZONING:MUDD USE:USE:VACANT � � � o - SEE L-102 FOR ENLARGED SITE PLAN 7" } CALVINE MILL WAY IIII■ COMMERCIAL / 11. BACKFILL MATERIAL MUST DE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-0E-WAY.
■ Qq Q _ ,/ J ■ // 13.12. PASBEUILT'DRAWINED SHOP GS ANPLANS OF.EW1N.FOR I SG RM DRAINAGE SYSTEM,INC WALL MUST BE SUBMITTED LUDIG DECITY SIGNED DITCCHES,MUSTNEER PRIOR TO TBE SUIBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO.E ,`\I.I\IIICARp,i.
■ I ■ I4 l\_ • J CITYSTA N ARD IT MS(1E:P VERB,AMEN IN ATION SO TEMS,E WIhi THEHE RIGHT-OF-WAY REQUIR N ORDINANCE1 - w w .�. . Q _ ■ / ib. NONSTANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIREARIGHT-0E-WAY ENCROACHMENT AGREEMENT WITH THE(CHARLOTTE
//2•�.
I • / // / DEPARTMENT OF TRANSPORTATIOWNORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT COOT �,O r^2
O3 ®9 \ / AT(704)3363888.
■ \ / / 15. LOT DIMENSIONS ARE APPROXIMATE.REFERENCE RECORD PLAT FOR EXACT DIMENSIONS. ..*' C-�3
■ \ / / / i6. ON-SITE BURIAL PITS REQUIRE AN ONSITE DEMO!ffuE)
ION LANDFILLPERMIT FROM TEZONING ADMINISTRATOR ;P •Q�
I
■ DEDICATED RMJIMI Q - r \ / / 1]. APPROXIMATE TIME OF ESTIMATED COMPLETION FINFRASTRUCTURE:fiMONTHS "/SETBACK LINE 2 y I 0 ■ \ / / / 18. TRASH WILLBE HANDLEDWITH ROLLOUT CONTAIRS,TO BE SET AT END OFDRIrNHDHE
WAY FOR PRIVATEHAULING.
■'' I Q / 19. ALL ROAD IMPROVEMENTS ARE TO BE COORDINAD WITH CITY OF CHARLOTTE EGINEERING DEPARTMENT PRIORTO CONSTRUCTION. •......•'•:HTS PROPERTIES,L�I/6 -� I' ® ® ® © -I I■ \\ // /// / / 20. CURB ANDGUTTER SHOWNON PLAIDS MAV BE ADSTED N45ED UPON FIELD CONITIONS. X S [3' �`EL ID:083645083 10'PVMT. I - ■ \ / �� 21. PRIOR TO CO,SURVEYOR SEALED AS BUILT DRANGS FOR UNDERGROUND DETNTIONSYSTEMS MUST BE PROVIDED. '�I/ - I.C°51 ```11 / 22. CERTIFICATION AND STREETCUT PERMITS ARE RQUIRED FOR UTILITY CUTS ON ITY STREETS.ALLOW]DAYS PROCESSING FOR PERMIT.FOR INFORMATION CONTACT CHARLOTTE
MG:R-22MF ■ ----I EX.R/W I Otl ® ■ / // DEPARTMENT OF TRANSPORTATION]0433fi-0025OR VISIT HTTP:IMIY✓rV.CHARMEK.ORCVDEPARTMENTS�TRANSPORTATIOWUSE:VACANT ■ �� �I 1111III■ / / // / STRART+MAINTENANCEIHOME.HTMIIIIIIII II/I/II/I■ I I� ;_ _ _ _
I- 1 / // 23. PER SECTION181]5(E)OFCI,CODEANDSECTI10.0OFTHECITY'SPOSTCONTRUCTIONCONTROLSADMINISTRATIVEMANUAL,ALLREQUIREDNATURALAREASAND/OR POST IN CAR■ , CONSTRUCTION CONTROLSEASEMENTS(PCCES) UST BE RECORDED PRIOR TO E ISBUANCE OF THE CERTIFICATE OF OCCUPANCY. �I I'( O KAZi
10'X 10' �t- FD ' .-• a .\\\ I �, 'tI-'._!••'+`I.'.::1I, .nJ I•..:�;; ® ■ /, / / 26. ALL UTILITIES WILL DE UNDERGROUND EXCEPT FOR DUIO-ENERGY POWER POLES. �,I�,..-'0 s�gb<%ps
SIGHT -'- '-- L __ / 25. TOWNHOMES WILL BE 3STORY MAX. `_.O ' 9
957o
■ ' TRIANGLE ADA MILL ALLEY `I■ 26. ALL ALLEYS WILL BE CAPABLE OF SUPPORTING 80,000 POUNDS yr
�� SSIDEVARD ■ / /// / 27. SITE LIGHTING MUST BEAMINIMUM THIRTY(30)FEET AWAY FROM ATREE.IF PEDESTRIAN SCALE LIGHTING IS BEING USED,.EN LIGHTING MUST DEAMINIMUM OF FIFTEEN(15)FEET *;K �I*=
y / AWAY FROM A TREE,UNLESS APPROVED OTHERWISE BY THE CITY. Eg, j,:Z=
■ I ■ 28. PARKING SHALL NOT BE PERMITTED ON RESIDENTIAL ALLEYS EXCEPT WHERE INDICATED. �y;w OIS
• 1. IIR..SII 11®ffi',.l I■�I■�I■ - r1 �� PCCO SUMMARY 29. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM M50.05(91SIGNS ONLY). �•,
_.I, I. 30. PRIOR TO INSTALLATION,PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. .{,,
■ u.l'� ■ / / OFlglnal ParCBI ID NUmber(s)'. 31. PRIOR TO PLAT RECORDATION,OFFSITE RM'MID/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE"OFFSITERM' ',,��c{.y" yP�:`i yQLO
ACQUISITION PROCESS..THESE NEEDED RN AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLOP. \B
ANTHONY M FUSCO Q ■ / / DOVCOpmeDt Type: MUR-Famly Reside DSe-Light 32. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,]04538-]086)TO IDENTIFY MIV CONFLICTS WITH TRAFFIC SIGNALIZATION /]�
DEED BOOK:118fi8-542 1 Z U / / $UbJCCt tO PCCO?VM �V EOUIPMENT.fiO-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST MIDIORMIY REPAIR COBT
PARCEL ID:08314409 J CAUSED DY THE CONTRACTOR/DEVELOPER.
HEIGHTS PROPERTI LLC ZONING:0-2
1 NO wh.5Q J m Y USEIL / 33. ANY UPON THE WIN DURATION
UI FCLOSSREOFASIDEWALAS .IN ADDITION TO
APRROVALSND SHOULD BECORDINTED WITH PERMIT PRIOR
RAN LEASE
EEO BOOK:21060- 0 ® ® 0 ® I USE:OFFICE I •s-/ QREQUIRE
PARCEL ID:083145■ U �/ Wa[ershed'. CBMra Catawba DEPENDING UPON T.CONTRACTOR
SHALL CONTACT CLOSURE.THESE APPROVALSAT LEAST 5 BUSINESS
PRIOROBEGISANDSORK FOR
IMPACTS
DHAN 30DOTPRIOR TO CORPORATE CERTIFICATIONS
S ZONING:R-22 F I 1 I Z d e / �/ / CONSTRUCTION.CONTRACTOR SHALL CONTACT COOT AT432-i5fi2 AT LEAST BUSINESS DAYS PRIOR TO EFFORTISH WORK MADE
LESS THAN 30 DAYS.CONTRACTOR SC PN::NO.3 SC LA:NO.21
''I D i0 ( Disturbed Area 57 0.95 withinpublic r/W SC ENG: 3599 SC LA:NO.211
d USE:VACANT ■ wU III a %j (aC)'. ( SHALL CONTACT COOT ATRS AND
T SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS.EVERY SHALL DE MADE TO CONSTRUCT IMPROVEMENTS WITH
Site Area(aC). 6.6(post 1/w dedication) MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
lir
��,� °�6 • 34. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,]04336-]086)TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALMATION
1'1
EpUIPMENT.fi0-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL DE RESPONSIBLE FOR ALL RELATED RELOCATION CRT AND/OR ANY REPAIR COST
111.11
OyR III
I Q Totalon-siteDrainageArealac) a667CAUSEDBVTHCONTRACTOWDEELOPERProject Manager: MDL
N ■ 1111�1 I ■ 6 V �/ 35. DEVELOPER TO CONTACT CDOT(ALFRED OYOY0:704-3363939)DURING SITE PLAID PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS,IF ANY,FOR THIS PROJECT.
ry L it �� J0 // Existing Built-upon-area($F) 96267 COORDINATE WITH DUKE ENERGY AND COOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
■ I ■ 6e // Existing BUA to be removed(SF). 96267 36. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY
■ '_ M -- - / INSTALLATIONS,PLEASE CONTACT RALPH TRUER,CDOT ROW UTILITY COORDINATOR AT 704838A2480R RTRUER HARLOTTENC.GOV. Drawn By:
Z r - f - .-• - - ■ ` / EXs[ng BUA tO remain(SFr 0 37. A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY SERVICE PROVIDERS.THE JOINT USE MANHOLE y SJH
■. �` r EX EOP ) .,-,/
// Proposed New BUA(SFr a43665 SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
U - - T-- �� - / / 38. DIMENSIONS ARE TO EOP(EDGE OF PAVEMENT)OR BOC(BACK OF CURB)UNLESS NOTED OTHERWISE.
■ , CATAWBA AVE / Proposedty/H ga BUA: 57% 39. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. Checked By: MDL
U - ■ - - - -w - - - - / Density(High/Low) High
5. (45'PUBLIC RM/) / / Total Post-Project BUA for site: 139932
1■■ITii■■■iE�i■■■■i■■■■■■ ■■■■iii-i-s■■■■■■■■■■■■■■■■■■■■■■■■■iti■ ,/ Development or beelopment PROPOSED(FUTURE IFNEEDED)SOLID 4�0 160 Date: 11/25/19
Natural Area Required(ac): N/A
I r' WASTE/RECYCLING CENTER
i SrEVEN w TRAVELL // Natural Area prowled,total(Ac(' N/A
DEED BOOK:20317-22o // Undisturbed Treed Natural Area Presented N/A SCALE:1"=40' Project Number:
I BIG 8 LTC BIG, LLC /// (aC(. , SOLID WASTE REQUIRED: REVISIONS: ) 18021
CUSTOM REMODELED HOMES INC I PARCEL ID:08314901 DEED BOOK:22201-706 DEED BOOK:22201-706 / Total stream bufferprotected on-site N/A
DEED BOOK:253 01-8 22 I ZONING:R-22MF PARCEL ID:05314909 PARCEL ID:05314908 //// MO (1)8 CV DUMPSTERTOTAL- PER 30 UNITS OR(1)8 CV COMPACTOR PER 90 UNITS
'- PARCEL ID:08314814 USE:SINGLE FAMILY ZONING:R-22MF ZONING:R-22MF //// ,// Transit Station Area?Y/N N S4 UNITS TOTAL=B CV COMPACTOR MIN REQUIRED No. Date By Description
01 ZONING:R-22MF I I USE:COMMERCIAL USE:COMMERCIAL //// Distressed Business Distri Ct?Y/N V
USE:MULTI FAMILY / SOLID WASTE PROVIDED:1 8 CV SOLID WASTE COMPACTOR
I /i /i/ Sheet Number:
t I //// / �®// Mitigation Type(if applicable) 1-YR VOL/10-VR Peak RECYCLING REQUIRED
m - Natural Area mitigation?Y/N N 144 SF MIN.RECYCLING CENTER PER 30-80 UNITS
1
Buffer Phosphorous
Mitigation,Y/N N 54 UNITS CLING PROM ED:144 N REQUIRED L 101
Total Phosphorous Mitigation,Y/N N RECYCLING PROVIDED:144 SF
09
a
SHEET# 3 OF29

�a,� Vf< < 0
LEGEND 0 -a D.
I BRIAN D HOLDEN ` / /. �`4 Z °D°O
PROPOSED BUILDING / ' I LAURA B HOLDEN
v v
DEED BOOK: 31683-853 ��■■■■�■.■,■'■�■■■■■■■■■y O �Y O^On
PARCEL ID: 08314154
POS PROPOSED PRIVATE OPEN SPACE SHEENA PATEL �, 0 3
I- - / I ZONING: R-5 \ �g
z v
.. ..
i
USE: SINGLE FAMILY DEED BOOK: 26383-686 • c I^
L---- V
PROPOSED CONCRETE j PARCEL ID: 08314124
ZONING: R-5 • ✓/ Ti C 1.1
USE: SINGLE FAMILY • ili
II PROPOSED SITE WALL / DEED HBOOKR 31050N1682 ! •
• LEO224 C' >
' MICHAEL SATO WONG
sueLOT LINE / PARCEL ID: EFAMILY
08314108 PARCEL
F WONG - ) SHEENA PATEL ,Y O -
DEED BOOK: 31570-377 \I DEED BOOK: 26383-686ilt N
____ ZONING: R-5 PARCEL ID: 08314152 JOSEPH HUANG \
USE: SINGLE FAMILY PARCEL ID: 08314112
ZONING: R-5 LIN ZHU w
--—-— MICHAEL KORUDA ZONING: R-5
GOLDYN A BESAS USE: SINGLE FAMILY DEED BOOK: 32259-736 \ USE: SINGLE FAMILY • 11 //� Q VI 3
PROPOSED SETBACK I DEED BOOK: 30181-791 PARCEL ID: 08314111 ��� �� �
•
ROAD CENTERLINE PARCEL ID: 08314109 I ZONING: R-5 VICINITY MAP m c r
w POST CONSTRUCTION CONTROLS EASEMENT / ' ZONING: R-5 USE: SINGLE FAMILY •
c� \ NOT TO SCALE V Qal
Z
0,
•
ACR ACCESSIBLE CURE RAMP \ / I I . ' Z m
\ ��1 �� _USE: SINGLE FAMILY \ • : I^ ~
1 \
DIRECTIONAL - - \
__// RAMP(TYP.) _ _ 3
-\--\ •- XISTING CONC.C$G_ EX.EOP __ --t Q= Ark EX.EOLl' P
/\-./\ ��_ `--- _ TO BE REPLACED - - wlj=-=3=' PROP. ----______ •.V�
_ (SEE ROADWAY cc _
/ >` \� A IMPROVEMENT PLANS w• U - - -RETAININGA ® - DRUMMOND AVE ��:
// Y \ --___ a o, (VARIABLE PUBLIC RNV) S
// // \ 4'SIDEWALK kP u'f Z w m 2'SUE ACR 'r�) f,
// / \ HI ACR _ _ \, � V V
/ _ 5.CURB CUT M_ \� �:/ in J
t\ II - — — — FLUSH W/ .. - - \1A [.,'O
° "879.4 -GRADE 22830 MI= 26.5- S.2 'CR
/ —'—,7r:.�'ii 1G�r=101'_Qi'___Qi'_ii'_NNW obi. �riil=__�CrC=_ii=_Qii=_t■�f-;;it r ��' I (n1-� - - PO".- POS =POS =POS POS'',= =P08 ®POS , POS • W W
/ / •'R POS POS �POS 1)400
p OS 15'STD C&G 4005E S 1400 SF =400 SF =400 SF 400 SF. ■400 SFI NA400 SF a400 SF, 1 40051 L. SF =400 SF _ 4005' 1
O[ / 1 ,% I I4005F gATEND OF II - - - - - - - - - - - - ( J
NOBEL HOUSE REALTY/SOLUTIONS I w - 8 IIIIIII■ ALLEY I I (• U 0
DEED BOOK: 32205-343, 32205-157 0 •� - ` 4 J Z
PARCEL ID: 08314530, 08314531 I rc 11'd' 2.5'STD CURB I ■ L11 =
4
ZONING: R-22MF POS. 11PO I ■
USE: SINGLE FAMILY 1 4063E O w
4'R _ .5 13 I 14 CO 16 1Q 18 19 CO 2Q 2® 2Q 2® N•
IP.O.S. 10 6 5'TRANSITION FROM 28 6 CI-
REINFORCED CONCRETE SIDEWALK 00 400 SF O 2'VALLEY TO I 5'TRANSITION FROM DEDICATED RNJI L.L
(BRIDGING TREE ROOTS)- 5'TRANSITION FRO ■ 1'RIBBON CURB TO SETBACK LINE O W
ASPHALT CURB PLACEMENT AT - 1'RIBBON CURB TO J .■ 1111E. 2'VAY� x 1 r I GUTTER
/� P.O.S.
I I ',,, 400.SF O \ \' 140m llissommo■il®n �l�monmcflO,�I arimi, Iliili miniansemmaimomi Z = Q
ri '/� I x ,a [ 16. T
CD R '- 2.5 FT C$G EX.RNJ /Il 1
4(1 I m i6 R - TYP. N AT END OF ALLEY >7 `J
VILLA HEIGHTS PROPERTIES, LLC 4.R 13'R ADAMILLALLEY U
DEED BOOK: 21060-923 -- 13.R J Li] Q
PARCEL ID: 08314510 I P.O.S. - ; I J 0
ZONING' R 22MF 400 SF © 6 •
,s... _ _
USE: VACANT L... f t.-.. ,: L Q
13.
�,:I - r
i EXISTING CON C&G Q J
.I O 5,R 1'RIBBON CURB L 5r TO BE REPLACED Et
I: P.OS. I SEE ROADWAY
400 SF
In t
MPROVEMENT PLANS
SUBLOT © / ® II f I
" e 1 33 3® 30 ©9 ® LINE T 11 z
W P.O.S. © YI (TYP.) L> 400 SFI 2'VALLEYCONC.WHEEL / r I w
Q U GUTTER CI STOPS 1Pi 13'
a YYY U
I p a imimmu ' :I P.O.S. ■ ao�sF■ 1r os sF'�
P.O.S. O ■ ■ ■ 430 SF '� 1 1 I
VILLA HEIGHTS PROPERTIES, LL J 4005E -- I 13'R
II P.OS. P.O.S. P.OS. ' P.O.S. P.O.S. P.O.S. I""`��� 'r
DEED BOOK: 21060-923 R - 400 SF aoo SF' 40o SF". - 400 SF 400 SF 400 SF
PARCEL ID: 08314509 _ I, I� i 13•R t
ZONING: R-22MF ___ s- i -■ ■ Il'9 MODIFIED
USE:-VACANT Q WALK I �� �_ ®® G VALLEY UTTER CALVINE MILL WAY N y! DRIVEWAY ENLARGED
1 P.O.S. x J (TYP.) ' 1 13'R '1I1L1 13'R C D
PROP.2'-6"C$G 400 SF ® I 40'R . SITE PLAN
8'PLANTING STRIP '� 11■'I mo'''. I P.O.S. P.O.S. I®POS.' P,O.S. pOS. I�J
i�� = Q 6' ••N •. I, 4003E =400SF, 400SF 400SF I400SF W n P.O.S. 11
tl p WALK 400SF SOUTH)
18'SIDEWALK .1 'MENU,
i�lll x Q .1 1�1■ ■ J 39 i1 /
....2'SUE P. S O3 6' _� I
1 400 SF Q 7. STEM WALL 10'X 10'
28.-6. -I I J SEE GRADING -
DEDICATED RAN a 6 I r J PLANS 1 INTERNAL
POS I SIGHT
/SETBAiK LINE "•WI} O �I <
® 400 SF TRIANGLE
P.O.S.
VILLA HEIGHTS PROPERTIES, LLC-i I I Ex RnN 1■ 400 SF c �i■ 40. ill
1 ' ® 38 © \� � Q `11CA rTA'A
DEED BOOK: 21060-923 a R FUTURE p A'(" ,OA'
PARCEL ID: 08314508 iltIII sR II COMPACTOR/ P.O.S. ��0�` `��2�'�
ZONING: R-22MF P.O.S. O 2 RECYCLING ® 4100SF E
USE:VACANT I 4005E 2'VALLEY L-501 ENCLOSURE 39 R ::.....0:
.y2Y GUTTERI L _1C 253 *-TYPE II I� 13 RI \ m >- I END 2'VG� P O.S. b°'4
IMODIFIIED g ` 1 ( 1
�-" DRIVEWAY�� ��. :•� 1 13 R-RBBION SOfSIGN `
I• 2'VALLEY 13 R �': •` 1 1'RIBBON _ ---- -- • PROP. ,�2j2illllllln114��� ��
GUTTER 'RIBBON % ADA MILL ALLEY CURB `5'SIDE °w z•-6••D$c ."""""'.
f CURB '4
PROPOSED CAST IN PLACE CA
IIIII�IIIl�llllli�lllllillI I■1�1■IllllilllII 11�1II I■111111J�1■111� YARD I M NOTES: qN Rp%
1��� I CONC.WALL(SEE L-203) :'�05�•.
u� �I .O 3 P 4•0• 2.
11 I I 6'-6. I I 1. SEE ROAD IMPROVEMENTS PLAN(Ld00)FOR DETAILED ROADWAY IMPROVEMENTS Z;9 �'9 S.
L, •1 I II PLANS&NOTES. - ur 9: -
-�. I. I UNDERGROUND ANTHONY M FUSCO I p �y'•, Sx�`
• I DETENTION SSht1I DEED BOOK: 1 1 868-542 %l�!�� cn,Y'y
•
VILLA HEIGHTS PROPERTIES, LLC li PARCEL ID: 08314409 ,III
. >5•„ ,y'D
54 5 5 5 50 4 COCO 4 ZONING: 0-2 >33 @ P R'V'S/
DEED BOOK 21060-923 O I © / O ® I3 ' Lu a \G,,` (9
PARCEL ID: 08314507I 5'sIDE USE: OFFICE > ` ',,�ATnr
YARD
- 4'CONC. `I I Z J
ZONING: R-22MF WALK I I a m � ,
c USE: VACANT I (TYP.) r U> CORPORATE CERTIFICATIONS
_ I L- I Z D.
NC PE:F290 NC L4:C-253
` _ '� ■p■ ,�■ ■ T
■ ■ - - - e 1I I p vSC ENG:NO3598SC LA:N0.211W P.O.S. p P.O.S. P.O.S. P.OS. P.O.SP.O.S. P.O.S. P.OS. P.OS I P.OS P.O.S. P.O.S.0 400 SF n 400 SF 400 SF 400 SF 400 SF400 SF 400 SFI 400 SF I400 SFI 400 SF , 400 SFI 400 3F '1I !I'! — _ _ _ - _ - I Project Manager: MDL
E.
_ 1 Ac'�co
, - - - - - - - - - - - - ExR/w�l =-= - - -I } I Drawn By: SJH
~ \ I EX.EOP L ,,,,,,,/, Checked By:
MDL
AC. a
O _ Y SUE 1�\\
. - - - C'ATAWBA AVE —w 8'SIDEWALK `EXISTING CONC.C&G 0 30 60 120
x
a (45'PUBLIC RAW) w -- 8•PLANTING STRIP TO BE REPLACED / Date: 11/25/19
3 - IMPROVEMENT PLANS _
__ __ _(SEE ROADWAY __ __
TI TI r_ =IT F z�„�G `I=
w° 1 / SCALE:1"=30' 1 18021
- - - - - / - rt - n _ = I/1/1
,� REVISIONS: Project Number:
9p STEVEN W TRAVELL o- // No. Date By Description
.0 II I DEED BOOK: 20317-220 BIG 8 LLC BIG 8 LLC ///'/ Sheet Number:
CUSTOM REMODELED HOMES INC III PARCEL ID: 08314901 DEED BOOK: 22201-706 DEED BOOK: 22201-706 // I/ / //'//
m DEED BOOK: 25301-822 ZONING: R-22MF PARCEL ID: 08314909 PARCEL ID: 08314908 / �/ /////
PARCEL ID: 08314814 I USE: SINGLE FAMILY ZONING: R-22MF ZONING: R-22MF /%/ / /
ZONING: R-22MF „ USE: COMMERCIAL USE: COMMERCIAL . '�/
USE: MULTI FAMILY II i/,�// / .�/�// L 102
111
co
SHEET# 4 OF29

LEGEND 0 P �a o
DID 7.01.
PROPOSED BUILDING V��� Z
O �Q O O
r POS PROPOSED PRIVATE OPEN saacP ��ni O M
16
L_ J PROPOSED CONCRETE ��
� W
PROPERTYUNEw� Eno.„,rfir,II �°J
A.A. RIGHT-OF-WAYtl V'su9LDT uNe 142- 1 sR nnnn n .10 L a`�— PROPOSED p83- 8AKER 4
ROAD ENTERUNE� RICN30R 3, PG. 243 Q
_ \ D B-j 8 BLOCK 1 VINOTTOSC E I'
a
NOT TO SCALE N C CO
W
ACR ACCESSIBLEOORDRA�NTaOLSPASENENT L-i- 8, HILLS Z a'z
�\ Mg 5, PG. 275 1- J x
1 a o
- 083- 09
VJ
142 DERSON 111
D ANIEL HEN 142 083-142-20 /
GVIN YI
JOII.1_0T 20 SgHOLS 1 + p.g R4049 POCKZ. 588 /�
IsABFSApG, 275 9p'01* ++++ � LOB AZANILL�S V J
��+++++++++TREE SAVE AREA\+�\ / I (n
A' + + + + + 112905E +\+ I
+ + + + + + + + + +\ + - 0B3-142-19 Q LLI w
\ r + + + + + + + +�+ - ARLES WOOD 367
'Jr_ \ '1n, ++++++++++++irk + + - pg. 6831' PG.S 14-2-1B U
G2n\ i/ +++++ 43+ turf /++. +'`++ + + +.. /
MBpSAPGIL275 _I F{ELENg062CPIG51C 51 J w z 0_
\ d Ti \\°'0 Nm9/ ++-a� +Q+��`" + �+++h++1+1++R;��++�\ I DBPLAZA PGILL275 H O H W
\ C) T°°y\ /+ +/✓ + + + + I+ + I+ + +1 +I",ap. M.B. 5' J
f' S +/+ + + + + +I + 1+1 + + I+ 4 TREE SAVE
\ J�n /'/ / \++++++++++++, +++1+++++I+I+r+++ (HnrcHED) '^ CL O CO tW
,4, + + + + + + + + k / + +..- ; ,, + I + f: + + rf" --,-tP'R AR YARD
PROPOSED 6'SIDEWALK �' / + + + Ir +I + + .1 + / + + + ++4 + + + + + f + + + + + +'TIs r-__ 10�REAR YARD I Q
` \ + + + + + + I+ / + + + + + + + + + + + + + + + + + + + +' PROPERTY
PROPOSED B'PLANTING STRI• ,S�% �/ } + + + 1I + ++ // �+ + +++��+I + + + + + + +I + + + + + +�++4 + + + + +. + BOUNDARY /�
PROPOSED
FROMBCOLOFROAD) ��� //'/ +++++I + +I++++VN/I I //+++++++++ +I+�+++++++++++p+i+IF+++++++++++0+I+I +++++++++++++I+(1 111 Q
61
20'SETBACK FROM BACK SW �� -TREE + Ii I+ I I /+ + + + + +-I+ r, + + + + + ,+, + + + + + + +E I+ IF + + + + + + +
PROTECTION `e`'0`P7J:' ll
(PER APPROVED REZONING)\ 3'R + + + '4 + + + + + + + + + + + +d + Ir + + + + + + + + + + + +
FENCE
\ �\ \ /I"+1 + + -TREE 1543SF EA.Ih Ih + + + + + 'WI,, +I + + + + + +'J' k + + + ++ ++++ <
\ 4��, I,,� (TYPICAL) y+ + +♦ 21543 SF + + + + + + v^ + 4 + + + + + + + + + + SAM'S MART LLC
m \ g� �a � 1 --+I + + + + + I+ + + + + + +I +I + + + + + -0+ IF + + + + + +
?�\ \ U i /' _+ + + k + + + + +I + `* .. + + + V + + + + + + + + + + + + ++I DEED BOOK: 27074-824 A/ —
+I I/. 1 PARCEL ID:08314217 Et
- 16'R + + + + +++ + + + + + Ir #, + + + + + + + + + + + ,+ + + + + + + + ZONING:B-1
3'R V USE: COMMERCIAL
+ + + + + + +I I+ + + + + + +1 + + + + + + + + + + + + + +I +,�+1 3 + + + + i
Ili\ W
/ � \ �� /� + + LOT AREA + + I+ + + LOT AREA + +{ +�+ + LOT AREA + + IF + LOT AREA + + + + + LOT AREA + 4
\ /1 + + + + + + + + + Ir + + + + + + + + + +s+
15,017 SF t 13,5755E 12802 SF + 12,4755E IF 13,1305E
ASPHALT C(URBOPLACEMENTA GING TREE ROOTS) L-502\®i \ \� a .\ ��/ �10�Pµ`l Pa _r��T$�-FP-�rP •FP--=T13=�tT T13---T��--Ti# 1 --Y6�-tP�=1'I r TF' IP�T�=�}T-
EXISTING TREES \ \ `RAC- -- I ---
\ 11 P.OS I f P.O.S. 1 1 P.OS. I f P.OS 1 I I P.O.S. P.O.S. I t P.O.S. I f P.OS P.OS P.O.S. I PROPOSED
a n I-4005F� - 4005F-' • 400SF 'I 4005E - 400SF 4005E 4005E 400 SF I II1
I 400 SFI 400 SFI
. I DUPLEXES
\ \ \ \ \\ „ 10)UNITS ENLARGED
\ 1 0Z \ / 3,R I 1 SITE PLAN
147
2• L_ B„G - (NORTH)
%'n.• \� \\ 5 of 6 R 4, \ TP J 56 h 59 59 60 60 61 61 62 CO
N• \ 3'R 2 BV XTEND PROP.CONC.
10'CORNER/SIDEVAR•1/fit SIDEWALK AND TIE INTO
`` FROM BACK SW \ I \ EX.CONC.WALK
Cn •(PER APPROVED REZONING) \ w I ALONG THE PLAZA. 1r I Ii,�
I
'� I I COORDINATE `A•`N rOA/;O�i�
\ + I i y I CONSTRUCTION WITH �Q-,,,,E"',.•</',
cc\• / ' • I �4'CONC. CITY AND SAM'SMART O ' L'�
.�DIRECTIONAL •
® I I I L_- L J - /1 SIDEWALK / '/ 2;' '
. RAMP \ - - i n n '-!— —*n n lam . _// - - ��n� _�:�C-253 *_
---. PROP.EOP ,11u A r�,,
EOP
/
♦ 20'SETBACK FROM BACK SW TYPE 1 RESIDENTIAL33 nX.z•-6• .,NN.C 4/20",,
(PER APPROVED REZONING) 2'SUE 2'-6"STD. 3R TIE CURB INTO :�Q•�'-\OSC•-.</'�
_ - - DRIVEWAY - - K - - CURB$ Q/) 4q• 7,�,
PROPERTY BOUNDARY CURB AND ¢ EXISTING AT CI Q ,;,.,
IIP• GUTTER > GUTTER 0 Q :$:Q 9 f.
�� EX.EOP 14'FROM CLOF ROAD DRUMMOND AVE EX.EOP ��`� / =*�I *�
PROPOSED 6'SIDEWALK
PROPOSED 8'PLANTING STRIP 957 2
IF / PROPOSED BOC 2'-6'C&G
(VARIABLE PUBLIC R/W) w� ?y1Y yo;
f - - - -- -�ao - 8 / NOTES: �%y ?:'S:
W
LL
_, I /"-qV 5lp o / / //, / 1. SEE ROAD IMPROVEMENTS PLAN(L-000)FOR DETAILED ROADWAY IMPROVEMENTS P R'1'S�
19
1 /• PLANS$NOTES.
DAVID L&JANIE H BARKER //
�r I / onRit�R u, npvlfl AA RGRkFR ./ / 6/ /qaa'///
C
CORPORATE CERTIFICATIONS
X.RAMPS TO BE NC PE:V-W39 NC LA:C-2S3
a UPGRADED EX.RAMPS TO BE SC ENG:NO.3599 SC LA:NO.211
5 TO MEET PROWAG AND UPGRADED
u Project Manager: MDL
CITY STANDARDS. TO MEET PROWAG AND
COORDINATE CITY STANDARDS.
CONSTRUCTION COORDINATE
CONSTRUCTION
Drawn By: SJH
0
s Checked By: MDL
0 30 60 120
Q
3 Date: 11/25/19
SCALE:1"=30'
REVISIONS: Project Number: 18021
NaET
Date By Description
1 Sheet Number:
L-103
‘,.„ It
SHEET# 5 OF29

Will need to be DpNiEL NENDLn'' / 2D ,,/w�
single stem variety. \ \_ JDHpg.16305.POCK 42 ERVINiRAINEY5g6 CHARLOTTE URBAN FORESTRY-TREE PLANTING AND PRESERVATION V/ _, .4.
\\ \ LMBLASpP�LL,..75 + 0 P p00i 9ZA HILIs REQUIREMENTS ■■■ia ❑ ro
'/, / PLANT MATERIAL ^
PLANT SCHEDULE \ /'// '\\ MBP5,PG'275 MINIMUM TREE SIZE AT PLANTING IS 2"CALIPER AND 8'TALL FOR SINGLE-STEM TREES. O YfiQ O O
ALL MULTI-STEM PLANTS MUST BE TREE FORM MAXIMUM 3 TO 5 TRUNKS AND MINIMUM 10' n n
TREES QTY BOTANICAL NAME COMMON NAME ROOT CAL SIZE SPACING \\ // « + ++ + F` OTA MULTI STEM TREES ARE SPECIFIED THEN THEY SHALL BEAMINIMUM OF 7 C +'A
* * \* TALL.WHERE 3-SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT
CC 12 Cerc s canadensis Eastern Redbud B&B 2 Cal A*Ell. \ } «*+*+* * 083-T pODARD 12'TALL E 1 TALL,IF - 0 O
+ + 4
+ + +\ .1. + +*+*+� CHpRLE83 WPG 367 2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS
GB2 9 Ginkgo biloba Maidenhair Tree B&B 2'Cal.Min. 8-ht.min. 40 / ** T o.c.min. \i « + + + +
\ \ / •� * * * *i+* * D.B 6AZp HILLS Ogg_ INTACT TO THE TOP OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED.ALL REQUIRED y/
LX 5 Lagerstroemia Indira zhaudei-Tuscarora- Tuscarora Crepe Myrtle B&B 2"Cal 10-ht. 25-a.c. \ \ i +*+ + + ✓ 4 4 + i.+ / g.5,PG'275 ' HELEN B t" P, TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY,HAVE NORMAL GROWTH HABITS, C >
\ i+%++* ++ *1+ y* \F` _ ,A.B.
D.O.9ZA'rytLLS HAVE WELL-DEVELOPED BRANCHES,BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS.TREES y�^:
QL 13 4uercus laurifolia Laurel-leaved Oak B&B 2"Cal.Min. 8'ht.min. 40'o.c.min. \ p J +� +++*+I+*« - PLA PG•275 WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED.TREES WITH CO-DOMINANT BRANCHING C VW
\ q� \ * * * 1 M B 5' WILL NOT BE ACCEPTED.TREES THAT HAVE BEEN SHEARED,TOPPED OR CUT BACK TO J N 0
QS 26 Quemus shumardii Shumard Oak B&B 2"Cal.Min. S'ht min. 40'o.c.min. \ A� ;�\, ® *+*+«+*+ +�++, `Rv'[
\1` MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED.TREES SHALL BE FREE OF
AA''
SHRUBS CITY BOTANICAL NAME COMMON NAME SIZE H&S SPACING V / ++ «++* * ** * **j PP I ABRASIONS,DAMAGE,DISEASE,PESTS AND CRACKS.ALL PRUNING CUTS GREATER THAN% W w +d„
IB 13 Ilex wmuta-Burfardii Nana- Dwarf Burford Holly 10 gal 30"Ht.,24'spd. 4-a.c. >' \ �\� + +++ *+*+ +.++I*+ / YT- L. INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING.NO PRUNING CUT JQ V •�,Q
\T`1 \ e SIDEWALK * + + *+I+ / /* +I+ F_-T+- - rT- �� ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT Q N r
4
���\ ��/ BRIDGE ++ ++++ ++++ �// /++ ++++I. +++ + i +�+ -�- PP" THE HEIGHT WHERE THE CUT WAS MADE.ROOT FLARES SHALL BE LOCATED AT GRADE.TREES a j cc,
\\ `l /i OVERr** ++I« +I /+ +,+ ++.++++++++++ +I{+�-- .- _I WITH MORE THAN 2'OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED c
/ + J+I++ /+ _EAREA +++++++++ v
Q ��' \ \i ROOTS *+++«+ +*+ *�/ TREE SAVE AREA +�+I+4 + + +LP+++ ++I+�+++ 04
(CLDS.40.09). L.7 Q i
Final Comments per Craig \ �� +*«*« ++r /+ +32,703 SF(TYP.) '+*�+ * h * 3. SIZE OF REQUIRED PLANTS,SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN Z
Robinson. \ oG : oz.+ r /+ I+4+++++++++ + +iii+ _ m v
/�y�+ ++I«* ,yv I/+ + k++ •
+ ACCORDANCE WITH ANSI Z60.1(LATEST EDITION)AS PUBLISHED BY THE AMERICAN NURSERY&
++ ++4*****************************
+ ** k ++ ++++ + LANDSCAPE ASSOCIATION,EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY. 'I+ + ++ ++ I, +1*+ +* zS AND CONFIGURA ION 4. ALL REQUIRED S OFAPARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM INV I'.-
5. PERIMETER
EES IN URBAN ZONES SHALL BE 3"IN CALIPER
ND BE FREE
F
* 4 +P+++++++++++1++4+ P USE: 6.P TOA MINIMUM MUM OF Oa OF ROOT CROWN OF NEW TREES (BALL).
(.NATIVE SPECIES,AND SITES WIOTH MORE BRANCHES
---- - ����I�
�ri +I +�+ + +I++: ++J++I+++++++++++1+1+4++++++++++++++ �/�
G i� r I.� +« ++ +1, ++.I+I+1+++++++++ +4*+I«++++++++++++I +I+ + + + + THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE(3 OR MORE)SPECIES PURSUANT VJ
/ \ ili �� i1 I ++ + +* I` �+ +I++ + + TO THE TREE ORDINANCE GUIDELINES. F-
m$ \� TTT}}}*tt =TP`- +'P--�-+T+ P=-='-TP=- _ + ��-=-=-TI' ' DTP L+ +TP-+-+--f'+ 7. 75%OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH
\ • '-'1_,,,_/ SIDEWALK - + OVERHEAD POWER LINE CONFLICTS. I
p8
\ \ p g• SD BRIDGE OVER - I I - PLANTING REQUIREMENTS
1r� ROOTS 8. SEE CLDS 40.01&40.09(ON PLAN)FOR DETAILED TREE PLANTING REQUIREMENTS. �
Change tree a 1 ,� ���` \ P II i I MI 1 9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING.SEE CLDS 40.01 FOR
species when you Sy1,� v\ I APPROVED STAKING METHOD/MATERIALS. W
are on different % a I I I 10. ALL STRAPPING,AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND
REMOVED FROM ROOT BALL WHEN PLANTING. '/�
roads. Use all QS )_._ �1 \ I11. FOR NEW PLANTING AREAS,REMOVE ALL PAVEMENT,GRAVEL SUB-BASE ANDv Jor QL along n 26383 686 \ iL��i" \TP ® ® S El `'y O @ CO ® CONSTRUCTION DEBRIS;REMOVE COMPACTED SOIL AND ADD 18"NEW TOPSOIL,OR TILL AND LLI w
Drummond then G 08J141 2 \ ��I \ ® I - I AMEND THE TOP 18.OF EXISTING SOIL TO MEET TOPSOIL/PLANTING STANDARDS FOR
0:831 1
CIIOSe a different =LE FAMILY \ I I TREES(WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET). -I U 2
I 12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST J
species for Duncan m \ t I I I AND/OR NCDOT. LLI Z 0
6 8 and Lydia. W >ft L- I L 1_ I I J 13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: /� _
L502 L-502 REINFORCED CONCRETE SIDEWALK \� - i�I}) HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES. > L.L 11 I
�'I (BRIDGING TREE ROOTS) \ / 1, •��t , IL 0
in
j ASPHALT CURB PLACEMENT AT --1- !-�I UTIUTYISSUES H H J
L _ - - _ - EXISTING TREES I I - r 14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S)OR TREE SAVE H
_ AREAS CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION.
-- E �- I � �� // 15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25'OF OVERHEAD POWER O
EOP -------- --- __ - _--LE#�E _---- - -� - ��� � DISTRIBUTION OR TRANSMISSION LINES. cr) J w
�� DRUMMOND AVE m �, �, w, W' �, �' �,, �, �, 16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS,CALL URBAN FORESTER TO RESOLVE �/ LLJ
�r (VARIABLE PUBLIC RNV) 5 X 35'SIGHT BEFORE PLANTING.
\)\ d "-- -_��_ - TRIANGLE(TYP.) 17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES.PLANT Z = Q
- - - �_� - _ T 15'FROM ALL UNDERGROUND UTILITIES. /r� Q
3# li•�-i - 1AMM�WrMr-rj-� IAA ,� - - -_ _ _ - -- 18. NO LIGHT POLES,UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS. l/ /
L ( � i�-=�'�� I / •� "� ]�¢� 19. COMMERCIAL SCALE LIGHTING(>15 IN HEIGHT)MUST BEAMINIMUM DISTANCE OF 30' V >
�, �� _ g�_ _ - _ _ _ _ =p=i=�-gam I I / SG FROM ATREE PEDESTRIAN SCALE LIGHTING(s 15 IN HEIGHT)MUST BE A MINIMUM DISTANCE J LLI <
_ l\ DAVID L&JANIE H BARKER / OF 15'FROM A TREE.SHOW SITE LIGHTING ON LANDSCAPE PLAN.
I 0
I 31• 1_ ■_ ■ _ I -r L `` \ I I BARKER&DAVID M BARKER
- ® a ■I■®■.■ ■I■■■■■� �■ Fn\ IA,ai / \ DEED BOOK 05223-022 / /
l%%%i®IIIIIII■ ■1 TREE SAVE AND PRESERVATION Q
2-EXISTIN r t< Q
IIIIIII �� 20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO
REES TO
P� I STARTING ANY CONSTRUCTION ACTIVITY.
REMAIN(TYP.) 1 0) ' I 0 PERIMETER TREE REQUIREMENTS: �/ J_
O llr. © © 1© L7 i9 ® ® t74 .' I (SETBACK ALONG PUBLIC STREET) 21. SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL GRADING AND
IIIIII LANDSCAPE PLAN SHEETS. I- >
® DRUMMOND AVE:=392+395 L.F.=787 L.F.TOTAL FRONTAGE 22. CI_ AS T D A LAH HE Z
TREES REQUIRED:1 TREE/40 L.F.=787 L.F./40 L.F.=19.6=20-LARGE MAT.TREES MECKLENBURGRCI COL UNTREETY REGISTERSAVARE OF MD DEEDSBE BEFORERECOR URBANEDON FORESTRYFINALP HOLDSTWIT CANT BE
C m TREES PROPOSED:20 LARGE MATURING TREES RELEASED.A 10'NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE
41\ 04: . IJJ
‹I‘ a �'' -- -- ! - .-�'--I�-� -`'- -�- DUNCAN AVE:=245+290 L.F.=535 L.F.TOTAL FRONTAGE 23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES.IF AN AREA PROPOSED f ,
e TREES REQUIRED:1 TREE/40 L.F..435L F/40 L F.=10.8=11-LARGE MAT.TREES FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL,SUCH INVASIVE 0
_ r� 1 TREE/30 L.F.=100L.F./30 L.F..3 SMALL MATURING TREES PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.
n ;� o o L v -� - ADA MILL ALLEY '�'� n 5 (OVERHEAD ELECTRICAL LINES)
n ® AM 24. THE AREA OF ANY EASEMENTS(WATER,SEWER,UTILITY,ETC.)CAN NOT BE COUNTED
8 , atm ■ssem - ■ ■ No^ ^!� v TREES PROPOSED:11 LARGE MATURING TREES&3 SMALL MATURING TREES TOWARD THE TREE SAVE REQUIREMENT.
/ © 4 I �, +III, LYDIA AVE:-395 L.F.TOTAL FRONTAGE 25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT CODE
i-� IIIIII W.f �� I� I TREES REQUIRED:1 TREE/40 L.F..395 L.F./40 L.F.9.875 L.F..10-LARGE MAT.TREES MECHANIZED EQUIPMENT.
Q U t Q7 : A . ,,,,,..J ® / TREES PROPOSED: LARGE MAT.TREES&2 EXISTING 26. NO STRUCTURE WILL BE ALLOWED WITHIN 10'OF TREE SAVE AREAS UNLESS APPROVED REQUIRED
\/\ Q m ; 4� w + / BY URBAN FORESTRY.
0 IIIII [ '+:ti'. i, D �J / CATAWBA AVE. 295 L F TOTAL FRONTAGE 27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTEDLANDSCAPE
}a �� '.. I - / TREES REQUIRED:1 SM TREE)30 L.F.(OVERHEAD ELECTRICAL)=295 L.F./30 LF=9.8=10 BY THE CITY ARBORIST(704)336-0262.
J © L/ SMALL MAT.TREES
TREES PROPOSED:10 SMALL MATURING TREES 28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,MACHINERYAND TREE
IIIII © i I" II , OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREE�� I ORDINANCE PROTECTED TREES OR TREE SAVE AREAS,INCLUDING TREES LOCATED IN STREET
4 AINTERNAL TREEREQUIREMENTS(PerTreeOrdnnceSecbon21-96) RIGHT OFWAY.IMPACTSMAYINCLUDEBUTARENOTLIMITEDTO:ENCROACHINGWITHINTREE SAVE PLAN
iøJ1 ' Ui
i TREE PER 10000 S F OF IMPERVIOUS SITEFA REQUIRED DRIP-LINES,EXCAVATION,SOIL COMPACTION,TREE TRIMMING,ERECTING AND DISMANTLING OF
• TOTAL SITE AREA=252198SF.(5.79 AC) CONSTRUCTION CRANESCALVNE MILL WAY PROPOSED IMPERVIOUS SITE AREA=139,392 S.F
4 ..
JTREES REQUIRED=139,392 S.F./10,000 S.F=14 TREES GENERAL.IIII © - J Q//� o ,e
F TREES PROVIDED=X LARGE MAT.TREES 29. SUBMIT REQUIRED CO/HOLD RELEASE FORMAT HTTP://CHARLOTTENC.GOV/LD FOR AN �,`_N rr__ Rp°'
UI ®
( I = `7 J//- (75h MIN.TO BE LARGE MATURING) `��Q-•.• E��yy���tl-III■ J INSPECTION OF TREE PROTECTION/PLANTING AREAS,A MINIMUM OF 5 DAYS BEFORE THE�I \ CO/HOLD RELEASE IS NEEDED. .$:' '',7
I � ® TREE SAVE REQUIREMENTS:4 30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL _*:� *I1. AN AVERAGE OF MINIMUM IO%TREE SAVE REQUIRED(ON DUPLEX&SINGLE FAMILY C-2S3INFORMATION AND URBAN FORESTRY REQUIREMENTS:HTTP://CHARLOTTENC.GOV/LD THEN S:B • a=
ATTACHED)&15h MINIMUM TREE SAVE(ON SINGLE FAMILYATTACHED)=32,614 S.F.OI ; Q CLICK TREES.2. TREE SAVE PROVIDED:32,703 S.F.=0.75 AC ,YJ'® I3. PLANTING AT 3fi TREES/ACRE=(28)TREES PROVIDED(EXISTING) ,,'?; I "11 II . •ATTENTION CONTRACTOR/LANDSCAPER' �c (rNOTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TO
j / ALL METER BANKS AND HVAC/RELATED MECHANICAL EQUIPMENT NOTIFY THE CITY URBAN FORESTER OF ANY SITE CONFLICTS THAT 'I� WILL BE SCREENED FROM ADJOINING PROPERTIES. AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES.• r •'..' CALL THE URBAN FORESTER NAMED ON THE APPROVED PLAN OR' 704-336-6692 FOR ANY CONFLICTS REGARDING SIGHT,SIGNS,ADA MILL ALLEY - V ® _ _ _ _ OVERHEAD POWER LINES OR OTHER AS,„..-, UTILITIES.SEE CHARLOTTE URBAN FORESTRY-TREE PLANTING =*:w AND PRESERVATION REQUIREMENTS SHEETXXX. � . z:
II, �rWaH� :...'712E11•I •,. --fir.•....;.... .I�r�r1111PB :7'in b-'
_ ANTHONY M FUSCO 9
DEED BOOK:118fi8-542 P�A�1)�S/("
c1 ® �.'' ® Ai ® (,) ® ® ® ® ® I PARCEL ID:08314409 Z • / /__ �
USENG:0OFFICE III I o e LEGEND
d I I z N )_ PROPOSED STANDARD DUTY ASPHALT PAVEMENT / \\ �COC R CORPORATE CERTIFICATIONSC�
U C ❑V I \ -253
SC ENG:NO.3599 SC LA:NO.211
z 410
•\ e e e •e •■ •■ •■ r® ..I+ PROPOSED CONCRETE SEGMENTAL UNIT RETAINING ( I REQUIRED 40'PARKING
WALL I TREE RADIUS
Project Manager: MDL
cW - - I I II IA II PROPOSED STANDARD DUTY CONCRETE PAVEMENT \ /
-
V r��A/�_;�it �- is. AS& Via- lt, �Ita ns =�I- -I __ Drawn By: LHC
rin E � llZ� 0" , ---"-� i-,.�M� � p�=.vM� � - -1 r r+ + +� PROPOSED TREE SAVE AREA POS PRIVATE OPEN SPACE
CATAWBA AVE 1 Checked
PROPOSED E \ 10 PROPOSED DUKE By: MDL
RNJ(TVP.) (45'PUBLIC RNV) F F \\\\\ PROPOSED CLASS C BUFFER ENERGY POWER POLE
ik,, a, fat PROPOSED I--i4P \ I 0 40 80 160
-T -sETBACK(TYP.) ^ \\ ASPHAr-T I --_ Date: 11/25/19
3 -IMP- I - - - - l - - - - --� PROPERTY LINE
eSPNN-T RIGHT-OF-WAY
SCALE:1"=40' Project Number: 18021
K ---- SETBACK LINE REVISIONS:
ROAD CENTERLINE Na Date By Description
S -x-x- ALUMINUM FENCE Sheet Number:
TP- PROPOSED TREE
5 PROTECTION FENCE
KA PROPOSED DUKE ENERGY L 10 4 POWER LINE
It _
SHEET# 6 OF29

'' , r rnlr /�
Drrr','/ k,: I/1111j1j1j1j ma^ (//Q^ a
LEGEND. '���`y��"', / JOHN DA 6305 EPDER 42 111 •/ p83-iRAINEY 1•IIIIIIIIII O e L/L� ❑ ro W
r\,��� ✓' D.B. BLOCK / ERVIN pG.588 111 yi Z v v
PCOCEECT LINE BOUNDARY ,' ,��'� \` \ LM 8 AZA ry1LL5 .' + *** P' D B P AZA LOCK,5 / 1j1j1j 111 O 0 O
����' \ `•t'` \ 5.PG.2,5 �+ + \ \ LOT g ry1LL5 1 j11 Y
-�ccE ,',���� \\ \\\ °� , **********\,�, MB-5.PG.2 1111j1j1 ���'�= L O
PDE PRIVATE STORM EASEMENT ,'����� \ �'\\/ \ - •t **' *` +q+,,,, F / ) 11111j1
550----- EXISTING CONTOUR \ '�\N \ ++ * # + \ / _ Jg 1j`III ✓ w
550 PROPOSED CONTOUR ` \ \\ .•755 *+*+�.*+*i.* *+�< + •
ARRES WOOD3bD7 ( III/IIII MO C�^
STORM DRAINAGE PIPE ,' .\\\ \\`� 'w S \ \ +* # a f\\\�` / C 6'P6PZP PG 275 B1 MCKI55 1 j1 j1 111j a � �VO
\� ++ D. HILL ) 083' ICK II ar^xe^ \\irc, GM` +��+++ / M.B.5.PG. i ryELENgp .PG.5'I 1 1j111 •erS NFLARED END SECTION / \ �\ °y°� \ A s *+�+ +*+ + + I / DBPLAZAPGIL 2,51j� D-30
��D/�/�, �✓ B
FA
W/RIP RAP APRON /' NIMA N MAHER \ `\\ Q'- II ®�1 \" ** * + - __ 3,,.. ( MB.5, - �����,N // / _1 0 V N N
ES TERRYN J WOOD )y), \\` >s+* ▪ * + " \ / •Q
DEED BOOK 32413-48 \ CV%E 1i. 2 7_r` p # + ▪ + + ++ + 4 �._ Q
ICI-10 STRUCTURE LABEL PARCEL D o831411a e �\ \ •` I ******* >PH - L \ . VICINITY MAP a
750.8 ZONING R 5 e; A 0 *** + /\ % -_` _ I I NOT TO SCALE
PROPOSED SPOT ELEVATIONS ,� usE. NI SINGLE FAMILY /\\` 7'� + ��,,Il / /+ - I I' N N
T'N TOP WALL SPOT ELEVATIONS YL\%•''i # +� +I+ /� ++.�+++1++++++1 + 4 .Yt4 1 769Pa Z y Z
Q" PROPOSED .-.�� 17 �< 4++++ / /+ + w 1+ �.a.-'�+3 3 I' v
SW BOTTOM WALL SPOT ELEVATIONS SINGLE m + s��;f++ +:» + +{,+++++ Lp/.+++a+ + ' : Il Q = o
O�5a.9 TOP OF CURB SPOT ELEVATIONS (3)ITS, FAMILY \\M \` \ ©IFI W �4 +PP'K�1/t+++>s�+ +I++�s�++▪++?�+++++I�?s+++++��+ �+3+ �M+-jam±�a*I ` i -_ - In F�R� V n U
O�
rEOP EDGE OF PAVEMENT SPOT ELEVATIONS I� /� 7,.. \� E ,p= ++++++.;v++++ ++_,+++ + + + + ?' +I s++++++ #+ +1 I+ .
O� 50.6 \ \ �/, 'I I`� ++S ; + + +++++v\+ + • +I+11+ SAM'S MART NG •�
-.„°-„°-,,,- EXISTING OVERHEAD UTILITY / KENNETH RAvro6o *r4a. i° i ' I -P +s.+++++++++�:;++++++A+++++�:A++++ P 4; %.\: DEED BOOK:27074-824 aERONICA RAYFORD \'I M >Y ++ +1+++�`w ++ 4,I +1+ `+ ++am++ tl*} I PARCEL ID:0831421] . COv J
-�,-�-�- LIMITS OF GRADING DENUDED LIMITS in
DEED BOOK:07 9 41-2 69 .010
e I ; ; yv ▪ ��S++ + + s�+++++++ 1�.+++++:,+++++.t�+1++ +;s+.i ++� $� ZONING:B-t
( ) PARCEL ID:08314113 `0 ▪ �;++ 1+++++++'.++++
AI +\ USE:COMMERCIAL .
1.
' ZONING:R-5 `' 1 t �t +
USE:SINGLE FAMILY // \vN °s ® r, ` 6 + S1,I� 1 / \ Atl ' `> >Sg L+ +++ i++++++ IRA+ ++) 1
5`
/
++
Ic.
BRAN DHOLDEN --� // \� f/ /N ,t4s b s ! A . �tv't++ J
' 4URA B HOLDEN u
/i ! 0 �l C1���lf lr�rH�ap� iumon� ��! ■III `.• . ,.�s . 4n, _ _ _ I ' LL� -
ZONING:R-5WI
' 6
I USE:SINGLE FAMILY SHEENA PATEL 9 y\ I rj°�� II I��\ II I \ 11 H. I\ 'I 'I)r. LIMITS OF I
/ \ DEED BOOK:2fi303-686 a \ \ i 'a' GRADING : (n
/ \ \ PARCEL ID:08314124 / ,, {i I I I I I j II 1 (TYPICAL) I I I /I\
ZONING R-5 . V LJJ VJ
USE:SINGLE FAMILY . �' I�j�y ' I \' I
PHILIP R MORONI MICHAEL S4T0 WONG 1\ ` I !\I I\� \\' II \ �I 11 i - 11�I/ OEED PaRCEL�D:08354t082 DEED JBOOKF WONG 3]] \ ' \ \ SHEENA PATEL '�� 1 1 /��/a III 1 ) I NE _I /l/ UW/ ZONING:R-5 PACCEL ID:08314152 JOSEPH HUPNGy� DEED BOOK:26383-686. ��n� I I \I®-- ® I ® ®I`I ® ® ' ®I . J LLUSE:SINGLE FAMILY I\ \ PARCEL ID:08314112 1`�eN 1 'n . z O
\= // MICHAEL KORUDA ZONING:R-5 UN ZHU 1\ I I . 11 1 TUSE:SINGLE FAMILY \ It ZONING:R-5 . § I '1 I LLl 1GOLDYN A BESAS I . DEED BOOK.32259-736 USE:SINGLE FAMILY Ili I .
DEED B00K:30151-791 PARCEL ID:06314111 1 \ A >)1j I I .s.a ' I • >�/` PARCEL D:083t 4t09 I ,�, ZONING:R-5 1' � **<�1\ 1 N g I I _ ta e 11I
4 \ \ \11USE OSINGLERF MILY IIUSE SINGLE FAMILY I 9T I I I I - I CB / ,�� /O/ Lyl�� �- --y- \��\ , ill/_ �D�e tiers 3'pl `1 x° A '• r 3d,� �I 1i
l _ _ _ _ 1 '-- - Ire ,���.• �� ..�i I �� �� 0 J u,
ft " -- a In . - - - a A � Y.�j'Tic'wwd om h2 JD
m+ ,m y 55'w ^. DRUMMOND AVE ���,��. e � �-�..-�6�i �� V
• / � - ass �ssss- �o o \\
/` ' [e¢1n. _Pfiz h - 1s'cP (VARIABLE RAN) �� s� /Q /
,=- le �, --' ' a• _� - - _ - - Ya .��.m-.mom n l2o�°Q an >- - -� -rrcs s <� �� i LLJ
- U
Ille �o �. �745Iy - H46 1MrIIId. _ -\� -P yiv" U "675 / _'k - ' I
,` . - q -7
47 -. I •'' airy ...r ,' Y I/ "15. - - - �� -T• � ''h _••. J
G.7 / , ,4s -- �,�f _ comes- $L4 -'�'2'�`smTs-ii.r.®Tli , ;/;� _,59'" .>' -�-,- ;' ., � `' ♦ NOTES: Q
4i'. y �� A -_ __ l6D,,\ - -1MVID LI H BARKER /%
_ I L ° 1 + �as,.�. - i- 2 s I' 1 1- PROPOSED --6 6x'' BARK€R CA RKER _- �•� s/ Q J
�'[Nl! �II EIU. @�-=`L"i Il•YL:. IfbY]. LL•Yi ®' I q I � Il l 7 y�,� EED B Olh 323@ 02 '1 ♦A I tij ,,0 N' 1 .. _.,, i�;n . i "br:ii.C.mm. r----- bele e a Atqc
{I �1 - - DUPLEXES I/ ` ` f; i �'..., .
I PARV OIl li45L 50831453�- ,'��a i�i1a e 1 I EN 'lI l , I .' ---_ - ` / `� (10)UNITS / j \-�` / USE6 CO IMBRCIP 06 / F'/ 1. SEE L-201 FOR STORM SCHEDULE AND ADDITIONAL STORM DRAINAGE NOTES
__ h PARCE3 IO 0 3143,DEED 32205-343,32205-15J J// I �e / \Y �IIIIIIIl� iI1\ �I I. IllI ZONING:R-Jy{ 0 \1 __-_ '1 S,f I i ` ` ' ' TBM#2 2. ALL STREET SPOT ELEVATIONS ARE EDGE OF PAVEMENT(EOP)UNLESS //FUSE:SINGE FAMILY �9� ;q, i l - y _ ^6OTHERWISE NOTED.SEE GRADING LEGEND.
R 0/ywil
1 I q (FH VALVE BOLT)
��(�I �„ 4 i1!II■ I+ra t
I © 116 ��, _ ^�' ® k _ � I I' I n r = // //STORM ELEV:773.71 3. ALL REAR YARD FACING ROOF DRAIN LEADERS SHALL BE DIRECTED TO OR
t/ -7 . ` ,°,I ( O .. II EEE, -=E,1 ,E;m $s,® /i��iN I d ---,WATER TIED INTO STORM DRAINAGE SYSTEM.
i S
A
�� a BMP Inset Table 4 SEE ROADWAY IMPROVEMENTS P ANS(L-0W SERIES)FOR IMPROVEMENTS�• 1 ' Miinl■ ' R 1. WITHIN ROAD RIGHT OF WAYI �� U
,/ el � ,� 1 •1 , . cob l J;�.> Underground Detention
a_I- \4 � }� _�r1i�s,_- _ --- - Pro Lct Name: - Central Living at Villa Heights5. SEE WATER QUALITY PLAN L 205$L 206 FOR UNDERGROUND DETENTION AND
_ t r/SkZN j'rU�' -.L'_ L I 1 - I t I I Sequence ID: 1 OUTLET STRUCTURE DATA AND DETAILS.
mi,
HDGHrs P,koPERTIEs,µc :� °rsri r1� ADA MILL ALLEY ;�r'"60"'--76p--__ C ° 1 r a � ' Surface Area ft. N/A
L ED BOQK`.21060-923 1 N _ !L'_� 7 C 1� r (S9 ) 6. ALL ROOFS WILL HAVE GUTTERS AND DOWNSPOUTS.DOWNSPOUTS WILL BE
V ARCFC 10:08314519' 1 " i ® F- -y °bJ.l Y - 11 �' �� Ili\!1. Drainage Area(acres): N/A CONNECTED WILL
UNDERGROUND STORM DRAIN SYSTEM WITH 4°OR 6"(RDL)
,ZONING:R-22MF/ r Q ,x� •
III%II�® , , ,-�' �" �• , 'A63I.1� a E rR`•Ih3 Land Use/Development Type: s Multi-Family Residential Light ROOF DRAIN LEADERS,TYPICAL.UNDERGROUND DOWNSPOUT CONNECTIONS OVERALL
USE.VACANT, , >4� QI / .. ��� �I i' .IS�_•�
5 ��Iy I • :b4 d ;�-- a, Percent Built-Upon Area: 57% ARE NOT SHOWN ON GRADING PLANS.FOR PRICING,CONTRACTOR SHALL
PROVIDE ALLOWANCE FOR DOWNSPOUT CONNECTORS GRADING
� �'+
,:.�,%I�/ rrrrnllll■ O ' Iw:z�.. Ie11�use m1I'-,' 711111 ..2" a,�> •� Maximum Depth(ft.) 8ft GRADING§ ® tR �� � �� °d Ii' '- 1 PROPOSED Forebay Present(Y/N): Y
' I �Ilil/' Y 1 Jj1r,I P Sr Y. 6j \ I a - TOWNHOMES Flow Diverters Present /N: N/A PLAN
., III n )
/� „Jr.„ �g; 1 �' > • { Regulated B Post Construction Ordinance
I � © a .IF 1 Q� A
I r ''�Ie Is6` I ' (54)UNITS 9 x
,__,/. / I Treatment Effectiveness: Standard
N WOMB /I I p L,y;a ate`� � NC State Plane X(easting): 1460758.42
I 'S'� Y ray.�<I��.r_AsG;• .1 T �® ■ ■ t�-��1�' ,;>ss NC State Plane V(northing): 545753.26
/ VILL..HEIG TS PROPERTIE$,'LL+.{. § G 1h $■0 y i I `�1p•z-i��-. _ -- �r I
D OK:21060�23 , C1 R -11 L� -.u4+Rf �_ rJ5L , O I��......m s IE.. �'l . A I /
ARCEL ID:oa31 aso9 y' s `:' I[ae �,II g i� rl ��� a - /•. 11C�/,,
¢ONING:R-2zMF g F=- ii '•( "��li ,i r aRrT ,es1.1' i� �N R
se vac r in r ■ •ram CALVINE MILL WAY b I',>so GRADING NOTES `0,4�"' E4"'O<''�
4 'Rill s2:' '.�a
Q O 14 MATCHLINE-SEE SHEET L-202 '
TTTI'T a e + �?R �+mrr Tjr+� I. TOTAL AREA DISTURBED=6.9 ACRES :*: *:
����1 �� 1 ' I.I. ����J� �� I Ililil ill Ifllllll L-20 ,� ����_ III III [, ©QI�`�1�.fI �� ,4I�1 2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES,EXCEPT WHERE NOTED OTHERWISE. 28. ANY GRADING BEYOND THE DENUDED LIMITS,SHOWN ON THE PLAN,IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL = i- C-253 :Q=
I •�eo■ MATCHLINE-SEE SHEET L-203 "" .I�I} I \ 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK,AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR ORDINANCE,AND IS SUBJECT TOAFINE. il a Q
y1 I III/ I / ''-L^ :S ■-� r.,.:i nW a' ® �I d a h TO GROUND BREAKING. 29. CONTRACTOR SHALL SUBMIT AS-BBUILT DATA SEALED BY A NC REGISTERED SURVEYOR FOR STORM DRAINAGE WITHIN PUBLIC .;6 .61
."I II '� I/ (1��00 � 1p�'1 4. THE CONSTRUCTION DO IMMEDIATELY REPORT TOO FOR INSTRUCTION DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS STREET RIGHT OF WAYS.
/
I a ,� i J --WEN= I/,)6 •4 •\ AND CONSTRUCTION DOCUMENTS AND SHALL WAIT PRIOR TO PROCEEDING. 30. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. ' S'.• "'. �:
</� w FYI I d�_. �' Q -,63 Itl 2 S. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 31. ALL ROAD IMPROVEMENTS AT DRUMMOND AVE.,DUNCAN AVE., CONSTAAVE.,&LVDIA AVE.ARE TO BE COORDINATED WITH 'ei„ SIGN "
Q �I III h I / tl�J �'W �1mwg i/ 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. JJJnr U1111^``
/ // --� < E •I e J �. r:15^N I 1, D 7. ALL FILL TO BE COMPACTED TO 95%A.A.S.H.T.O.STANDARD COMPACTION. 32. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05(9"SIGNS ONLY)
VILLA SIGHTS PROPERTIES,LLCM
D 55 I• D:21060-923 / Q .� ��/ /'P ^ II (y !• .,� 1 - q( 1 �E N�1 8. LIMITS OF CLEARING SHOWN ARE ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS,OR 33. SIGHT TRIANGLES SHOWN AREA THE MINIMUM REQUIRED. „+U11111rr
CRC ID:08314508 , ,�l0 3. _ ,.Ear., , { W OTHER GRADING REQUIREMENTS. 34. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION AND BASED ON
MAY BE REQUIRED SYA/' CARo^'�
SING:R-22MF y'H 1, �"' `� Q - ® 9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND SIDEWALKS ARE TO FINISHED ELEVATIONS(TOP OF PAVEMENT).REFER TO NEAR INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. AAA•(°• °° ��
USE:VACANT J v I I • ❑ a E W _ PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE 35. THE PURPOSED OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE.BUILDINGS ARE NOT �C Q-F SS '�i�
yI LL�1•eu' U/ ��®Ine�' N.'_'�D I�:g Q�I,'. COMPLETED UNDER THIS CONTRACT. () PERMITTED IN THE EASEMENT AREA ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE =�O /�2°°`r�-
fg9s� t�I ra. 1�!. y 10. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW AWAY FROM BUILDINGS ALSO PROHIBITED 'y
j I: mwm_�� , +.t.<, M A041
_- �H-�764 Ll�i�i1' �Q = AND ACROSSNEW PAVEMENT AND/OR LANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS,DRAINAGE SWALES,OR 36. HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET _ 'a SEA f�1�.,-�/- - -•,� - �h°j ■ '•.V�� -- 765.--- IG % I(.u> OVERLAND SHEETFLOW. RIGHT-OF-WAYMUSTBEAPPROVAL BV THE CITY'S INSPECTOR PRIOR TO ANV BACKFILLBEING PLACED.LI CKFILL MATERIAL AfuI:FT:1
�>r11. ALL•CLDSM STD.•NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-' / 8 / `� I fib" ST - �.,. J •E'1`-'' >= O' - -Z�' 13. IN APPROVATO THIS PLANIS NO AN HUGE KEZ TIONMINIMUM OF GRADE DJ CENT PON ALL ROPER IES.W. WAY.
g / .s,.l, i / ADA MILL ALLEY y o' qI �11� �6 T� ,62, - ram K --- -- 13. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT 37. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. �i� °°°. INE:� ��� �1�
' , / '' IMITS OF 1'/ OFF SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 38. 'AS-BUILT•DRAWINGS AND PLANS OF THE TOSTORMTHECRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED ° �\ ,NA �S
� I. � I'.:-.:•1t " 1aI I' ,'I 1" / . 14. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL PRIOR TO SUBDIVISION FINAL INSPECTION TO CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE /i,„ S "AYY Il
i 5p ;P.er.0 ' u ,.- / ,y�'' GRADING 1 ./ REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER ROJEC,UOTHER ACCLAMATIONS. CITY/COUNTY-STAARDITEIVISION ORDINANCE.
TYPICAL --'
;I I'
-'r 8 % 15. THERE WILL 8E ND ON-SITE OR OFF-SITE BURIAL AREAS OR BORROW SITES FOR THIS PROJECT UNLESS SHOWN ON THE 39. NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS ETC.IN THE RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY
' ENCROA RTATIO)BEFO E INSTALATI CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF
�-II 1I ANTHO ryA,H'^.Gfia x..N4° A( .> ',.� GRADING PLAN.l� 1 6 : i6. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. TRANSPORTATION)BEFORE INSTALLATION.
c . x.. r.:� x.m. . srE.ea. _I DEED BqO0OK:118� `a.°u _ Is 17. GRADING MORETHANONEACREWITHOUTANAPPROVEDEROSION CONTROL PLAN ISA VIOLATION OF THE CITY/COUNTY 40. PRIOR TO PLATRECORDATION,OFFSITE RM/AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TDBE OBTAINED ACCORDINGCORPORATE CERTIFICATIONS
' / ;i I.1.E PARf£L ID:083 - \ / -� NC PE:F2930 NC L4:C-253
C7 I HEIGHTS PItOPERrIES,Lq „ 9 / EROSION CONTROL ORDINANCE AND IS SUBJECT TD A FINE. TO THE GUIDELINES OFE ROAD FSITE RM/ACQUISITION PROCESS"/THESE NEEDED RIW AND CONSTRUCTION LIMITS AREAZ I Q ®/ii: F�i [/ �i 0,, 4/ '4� rr IrIZONING:PI
-� �__ SC ENG:NO.359E SC LA:NO.211
DID BOOK:21060-923' /J, / ® 0' •%' ^�' 1� -, USE:OFFICE-%-e 0_ �If 18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING PER CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
P'(1ZONI IDj 0831450]� ':;f.' - '. CLDSM#30.16. 41. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION TO IDENTIFY ANY CONFLICTS WITH
ZONINGY R-22MF , >E6'- .� 19. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF WAY IF DEEMED NECESSARY BY THE TRAFFIC IBLE F IZATI ON EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE
USE:/VACANT ' RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE ALLOW 7TOR/DE ELOPE I(7 ' -, ,, r� INSPECTOR. Project Manager: MDL
' / ,b[ III 20.SOIL CLASSIFICATION:CECIL&VANCE&APPLING 42. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.ALLOW 7 DAYS PROCESSING
,:. ® •• •i ' ■• ® n/ ■ ./ lBr1Nr - - ��6 21.ANY ADDITIONAL CLEARING OR GRADING REQUIRED FOR STOCKPILES OR BURIAL PITS WILL BE COORDINATED IN THE FIELD FOR PERMIT.FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION(704-336-4025)OR
I �
I I I ' I
I 9
ri I .
m I I / _et1r m&mi r-1.m-g- �N -� �� R 31 E1.[3N f .'I -,yam°' WITH THE EROSION CONTROL OFFICER WHO WILL DETERMINE APPROPRIATE EROSION CONTROL MEASURES FOR SAME. http://www.than`eck.or9/DeparmenWTransporlation/Sireet.Manienance/Home.him.
I I I i •i I I • `�� - '-� L '�■r i rT571-tt( i:J� i- ��'►[.s�il:, • >°I 22.ANY ON-SITE DEMOLITION LANDFILLS OR STUMP HOLES SHALL BEA MINIMUM TERV OF 100'FROM ANY EXTERIOR PROPERTY LINES. Drawn B
/ ■ sC■ H'Y IAI 23.ALL EXISTING AND PROPOSED CONTOURS SHOWN ON PLAN ARE AT 1'INTERVALS. S.l H
8 I i t\ MIMI r ,i III .L/� u� . 5f I U 2/ 24.THE DENUDED AREA LIMIT SHOWN ON THIS PLAN IS THE MAXIMUM AREA TO BE CLEARED.THE SURVEYOR SHALL DETERMINE )/.
U , I . -/ • g" ACTUAL REQUIRED CLEARING LIMITS.
U I n J-' - :� 25. REFER TO EROSION CONTROL NOTES(L-300 SERIES)FOR STABILIZATION REQUIREMENTS. Checked By: M D L
< ■ a d -5-,'
^ - )... .1,'� 26.ANY LAND-DISTURBING ACTIVITY 1 ACRE OR GREATER REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT
O r `� - _ GWV. • TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO.NCG010000).
5, 6I/ y�'`4 ' 9 s• -'m p .d,y -Iq-.m b.m-^6 •m-� -.� !/1 - ANY PERMIT NONCOMPLIANCE ISA VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE
rat U CATAN/BA AVE 5 .P5 rc �6���6 6 ,r -. � 6 ' --A- NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,HEALTH,AND NATURAL RESOURCES.(FOR QUESTIONS CONTACT 0 40' 80' 160' •I•I G •Il1
a -ss- _€t�sp- sz-_ _ _ �„ E, __ __ __-_ _ _ _ �. A MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT(704-663-1699). Date: 1 1/25�1 J
3 �wW) I p 24iRCP so so SDMHIg-R,.-2ERCP �= \ \�/4A, 27.THE CONTRACTOR SHALL MAINTAIN AND MONITOR ALL EROSION CONTROL DEVICES.DEVICES SHALL BE INSPECTED AT LEAST
ONCE PER WEEK AND AFTER EVERY 0.5 INCHES OF RAINFALL TO ENSURE THEIR EFFECTIVENESS.ANY NEEDEED REPAIRS SHALL
PP _ALP ' ��� SCALE:1"=40' Project Number:
LP ` G�i . 3 C� Es\%:" BE PERFORMED IMMEDIATELY.
-_ \ '\ • WALL
Ce' lei"
`r _ T _�.. =� ��� ,,._,,,,, 4- REVISIONS: J 18021
I STEVEN W TRAVELL �
m etc a MG 61c a TBM ��' q0 c No. Date ByDescription
'w' V __ DEED BOOK:20 31 7-2 20 P
t , PARCEL ID.08314901 (FH VALVE BOLT) P /
AO CUSTOM REMODELED HOMES INC I /� DEED BOOK 22201-706 DEED BOOK:: f0 S
S DEED BOOK 25301-822 III / '" I,'/ ZONING:R-22MF PARCEL ID:08314909 I PARCEL ID:I ELEV:774.38 ( 4 ,-j' Sheet Number:
Y USE SINGLE FAMILY
o r Wei? ii�ii !III,iIue it" I�u Ir ill imr �i O) TF 0.., I 000 a^
5 USE:MULTI FAMILY I
KA
L-200
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itt
SHEET# 7 OF29

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STORM DRAINAGE SCHEDULE .10a '
Structure Rim Invert In From Sir Invert Oat Length Size Material Slope To Structure Remarks Structure Rim Invert In Length Size Slope Material To Remarks Vt C N
AD-1 766.50 764.00 44.65 6" @ 8.97% HDPE AD-2 Z Q Z
VI-1 756.30 ---- - 752.00 34.45 8" HDPE 9.30% MH-9A AD-2 766.50 764.00 52.15 6" @ 7.68% HDPE AD-3 - N ai
J
YI-2 755.50 751.00 AD-11 751.00 54.9fl 12" HDPE 1.82% YI-3 AD-3 765.50 760.00 83.15 8" @ 7.22% HDPE AD-4 I� . Q
W
50YI-3 754.00 750.00 VI-2 749.80 26.4fl 12" HDPE 1.89% CI-7 water-ISsli iH AD-4 760.00 754.00 54.00 8" @ 8.33% HDPE MH-20 dukr V .U
CI-4 755.10 ---- 751.10 66.0fl 12" HDPE 1.67% YI-5 water-tightjoint
AD-6A 762.60 762.00 20.05 8" @ 5.00% HDPE AD-6B
YI-5 753.20 750.00 CI-4 750.00 88.6fl 12" HDPE 0.56% YI-6 water-tightjoint '^
AD6B 763.00 761.00 20.05 8" @ 5.00% HDPE AD6C U)
YI-6 755.00 749.50 YI-5 749.50 15.7fl 12" HDPE 1.27% CI-7 water-tightjoint
AD6C 762.80 760.00 50.05 8" @ 6.00% HDPE AD-6
CI-7 754.90 749.30 YI-3&YI6 749.30 92.1fl 15" HDPE 0.54% MH-9A water-tightjoint
AD-6 759.50 757.00 20.05 8" @ 1.00% HDPE AD-7A
CI-8 758.70 ---- - 751.00 24.0fl 12" HDPE 9.17% MH-9A water-tightjoint
AD-7A 760.00 756.60 31.05 8" @ 2.00% HDPE AD-7 /I� f,
MH-9A 757.50 748.80 YI-1,CI-7&CI-8 748.80 19.0fl 15" HDPE 1.05% MH-9B water-tightjnint v V
AD-7 760.00 756.18 30.25 8" @ 2.00% HDPE AD-8 J
MH-9B 751.10 748.60 MH-9A -
AD-8 758.90 755.98 25.25 8" @ 2.00% HDPE AD-9 in J
AD-9 757.00 755.48 20.05 8" @ 2.00% HDPE AD-10
YI-10 753.50 749.00 AD-18 749.00 44.0fl 12" HDPE 1.14% YI-11 water-tigSjoint
AD-10 757.00 755.08 21.05 8" @ 2.00% HDPE AD-11 l^
YI-11 753.30 748.50 YI-10 748.30 22.0 fl 12" HDPE 11.82% MH-26 water-tightjoint J
AD-11 755.80 754.66 42.05 8" @ 8.70% HDPE YI-2 vLJ
YI-12A 751.00 ---- CO-13,CO-14 747.00 18.0fl 12" HDPE 0.56% YI-12B water-tight joint J
YI-12B 750.50 746.90 YI-12A 746.90 25.0fl 12" HDPE 0.60% YI-12C water-tightjoint 1 v O
CO-13 749.50 747.50 75.00 8" @ 0.67% HDPE YI-12 water-tight joint J Lij z
YI-12C 751.00 746.75 YI-12B 746.75 23.0fl 12" HDPE 0.65% CI-13 water-tightjoint
CO-14 752.00 750.00 65.25 8" @ 4.60% HDPE YI-12 water-tight joint > CI
CI-13 752.30 746.60 YI-12C 746.60 32.0fl 12" HDPE 2.19% MH-25 wateriightjoint / CI- 1 I I
Q CL
AD-15 754.40 752.40 41.38 8" @ 0.97% HDPE AD-ifi
YI-14 760.00 ---- - 755.50 34.1 fl 12" HDPE 7.33% CI-15 ~ -IAD-i6 755.30 752.00 28.3ft 8" @ 1.41% HDPE AD-17 0 CI-15 757.50 753.00 VI44 752.80 20.0fl 12" HDPE 1.50% CI-16
AD-17 755.00 751.60 22.4ft 8" @ 3.13% HDPE AD-18 9 CO - w
CI-ifi 757.50 752.50 CI-15 752.30 29.5fl 12" HDPE 1.02% YI-17 V
AD-18 753.70 750.90 20.0ft 8" @ 9.50% HDPE VI-10 water-tight joint
YI-17 756.50 752.00 CI-16 752.00 33.3fl 12" HDPE 0.60% CI-19C 7 i Ct
YI-18 756.50 ---- - 753.50 7.6ft 12" HDPE 3.95% CI-19B Z 2 I o
CI-19A 759.30 ---- - 755.00 20.2fl 12" HDPE 8.91% CI-19B AD-19 755.00 752.50 25.0ft 8" @ 2.00% HDPE AD-20 \ CD /,
AD-20 754.00 752.00 232.08 8" @ 1.98% HDPE CO-31 water-tight joint /_ 111 v >
CI-19B 759.30 753.20 18&19A 753.20 59.8 fl 12" HDPE 2.34% CI-19C I �f
AD-21 753.50 752.00 6.00 6" @ 1%min HDPE 20-31 water-tight joint <l
CI-19C 760.00 751.80 CI-19B 751.80 28.0fl 12" HDPE 1.07% YI-19D I 0
AD-22 753.50 752.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint
YI-19D 756.50 751.50 CI-19C 751.50 20.0fl 12" HDPE 1.50% YI-19E water-tight joint /
AD-23 753.50 752.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint \ J
0M
YI-19E 756.00 751.20 YI-190 751.20 26.0fl 12" HDPE 6.54% MH-20 water-1joint
AD-24 753.50 752.00 6.00 6" @ 1%min HDPE 20-31 water-tight joint _1M H-20 758.00 749.50 19E&AD4
AD-25 752.50 751.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint
YI-21A 756.40 ---- - 751.80 22.10 8" HDPE 0.90% CI-21B AD-26 752.50 751.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint
CI-21B 756.30 751.60 YI-21A 751.60 242.7ft 12" HDPE 1.28% CI-22 water-tight joint AD-27 752.00 750.50 6.05 6" @ 1%min HDPE 20-31 water-tight joint
CI-22 753.30 748.50 CI-21B 748.50 26.0fl 12" HDPE 10.00% MH-25 water-tight joint AD-28 751.50 750.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint IJ_t
DCI-23 750.80 747.00 - 747.00 29.7fl 12" HDPE 2.69% CI-24 water-tight joint AD-29 751.50 750.00 6.05 6" @ 1%min HDPE 20-31 water-tight joint ( )
CI-24 751.10 746.20 DCI-23 746.20 52.5fl 12" HDPE 0.57% MH-25 water-tight joint ADJO 751.50 750.00 6.05 6" @ 1%min HDPE CO-31 water-tight joint v
MH-25 753.30 745.90 13,22,24 745.90 20.0fl 15" HDPE 1.00% MH-26 water-tight joint CO-31 753.00 747.40 46.0ft 12" @ 0.87% HDPE DCI-23 water-tight joint
MH-26 753.70 745.70 MH-25,YI-11
AD-40 762.40 760.00 21.05 8" @ 0.95% HDPE AD-41 STORM
YI-100 757.60 ---- - 753.60 136.0fl 15" HDPE 3.16% YI-101 water-tight joint
AD-41 763.00 759.80 20.05 8" @ 2.00% HDPE AD-42
YI-101 753.50 749.30 YI-100 749.30 103.0fl 18" HDPE 1.07% MH-102 water-tight joint DRAINAGE
AD-42 761.80 759.40 35.05 8" @ 11.14% HDPE YI-14
MH-102 753.50 748.20 YI-101 748.20 68.2fl 18" RCP 1.17% CI-103 water-tight joint
CI-103 751.10 747.40 MH-102 747.40 25.0 fl 18" RCP 1.28% EX CI-104 exist S C H E D U L E
EX CI-104 749.83 747.08 CI-103 747.08
0S-1 753.50 ---- 743.50 117.0fl 15" RCP 1.62% CIJO water-tight joint
CI-30 745.10 741.60 OS-1 741.60 80.0fl 15" RCP 0.50% EX-Cl2 tr t Izzj
EX-CI 2 745.90 741.20 CI-30 741.20 20.0fl 18" RCP 1.00% EX-CI 1 REPLACE EX RCP `'�N rOA Rp z'
o'to. PEAte,X.7
EX-CI 1 745.50 741.00 EX-CI 2 737.49 45.0fl 18" RCP 1.00% EX-CI EXIST RCP(REMAINS) �2.� �.�:
'* �C-253
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SEASS
STORM DRAINAGE NOTES RETAINING WALL NOTES
CORPORATE CERTIFICATIONS
1. CI=CATCH BASIN PER SCOOT STD.840.01 DR 840.02,WITH HOOD AND GRATE STD 840.03. NC PE:C-2930 NC LA:C-253
Z 2. Y1=YARD INLET,PER NCDOT STD 840.14 OR 840.15 OR NYOPLAST. 1. DESIGN OF ALL RETAINING WALLS TO BE PER NC BUILDING SECTION 161.3. SC ENG:NO.3599 SC LA:NO.211
g 3. CO=CLEAN OUT,NYOPLAST BASIN OR SIMILAR. 2. RETAINING WALLS A SFT IN HEIGHT REQUIRE A PERMIT FROM CODE ENFORCEMENT PRIOR TO
4. AD=AREA DRAIN,ADS NYOPLAST OR SIMILAR.8"HDPE TO BE INSTALLED BETWEEN
AREA DRAINS Q 1.0%MIN.SLOPE.SEE STORM SCHEDULE THE WALLS ARE CONSTRUCTED TCONSTRUCTION.THE ENGINEER OO SPECIF FICATD TIIONS PRIOR TO THE ISSUANCE OF THR THE RETAINING WALLS MUST TE COIFY AT Project Manager:
5. CB=DROP INLET PER NCDOT9 MDL
6. FES=PRECAST CONCRETE FLARED END SECTION PER CLDSM.
7. SDMH=MANHOLE PER NCDOT STD.840.52 OR 840.53,WITH FRAME AND COVER PER STD. 3. CONSTRUCTION OF RETAINING WALLS CANNOT BEGIN UNTIL ALL NECESSARY PERMITS ARE
m 840.54 AND DRAINAGE STRUCTURE STEPS PER 840.60 REQUIRED. Drawn B
8. OS=OUTLET STRUCTURE PER DETAILS ON WATER QUALITY PLANS y' SJH
r 9. STORM PIPE SHALL BE HDPE,UNLESS NOTED OTHERWISE IN STORM DRAINAGE CHART. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING RETAINING WALL PERMITS.
oQ 10. CONTRACTOR MAY SUBSTITUTE HDPE IN LIEU OF RCP IN AREAS NOT SERVED BY PUBLIC
RIGHTS-OF-WAY OR EASEMENTS.PRIOR APPROVAL IS REQUIRED BY THE DESIGN
'p ENGINEER AND REVIEWING AGENCY. Checked By: MDL
U 11. ALL ROOFS WILL HAVE GUTTERS AND DOWNSPOUTS.DOWNSPOUTS WILL BE CONNECTED
TO UNDERGROUND STORM DRAIN SYSTEM WITH 4"OR 6"(RDL)ROOF DRAIN LEADERS,
_ TYPICAL.UNDERGROUND DOWNSPOUT CONNECTIONS ARE NOT SHOWN ON GRADING
PLANS.CONNEC FOR F PRICING,CONTRACTOR SHALL PROVIDE ALLOWANCE FOR DOWNSPOUT Date: 11/25/19
a 12. THE FOLLOWING CURB INLET STRUCTURES SHALL BE STANDARD FRAME,GRATE&HOOD;
EX CI-1,EX CI-2,CI-21 B,DCI-23,CI-24,CI-30,CI-103,&EX C14
13. THE FOLLOWING CURB INLET STRUCTURES SHALL BE ROLL-TYPE GRATE FOR 2'-0.VALLEY Project Number: 18021
CURB&GUTTER;CI-4,CI-7,CI-8,CI-13,CI-15,CI-16,CI-19A,CI-19B,CI-19C,&CI-22 REVISIONS:
K
Na Date By Description
o Sheet Number:
L-201
SHEET# 8 OF29

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53
S IIIIIIII I / =L1 -_ ...,� ! t _ -•�-t \ "I w AI Y PROPOSED SPOT ELEVATIONS SC EN FO.3 SO LA N.21
4 ,uY �o�. / p� /1 �]50.6 SC ENG:N0.3598 SC LA:N0.211
❑ I • i -II=�I III• �- .lm I� R� \ 6i > •
s o ' / / I `� �I■YI r I R o z.B MATCHLINE-SEE SHEET L-203 S , I \-' c ,I Q'� a�a TOP WALL SPOT ELEVATIONS
,, / ,�z. I• II. / S 1 i I / o T°P_, 8j=6, _ 0 ,I. S 62A W Project Manager: MDL
,,/��B BOTTOM WALL SPOT ELEVATIONS
UNDERGROUND `� 50'8
i DETENTION SYSTEM
TC TOP OF CURB SPOT ELEVATIONS
2 470'OF96'CMP �50P Drawn By: SJH
i- SEE DETAILS L-205 EDGE OF PAVEMENT SPOT ELEVATIONS
50.8
0
O EXISTING OVERHEAD UTILITY
Checked By: MDL
o ------- LIMITS OF GRADING(DENUDED LIMITS)
0 20' 40' 80' Date: 11/25/19
SCALE:1"=20' Project Number: 18021
REVISIONS:
ET
Na Date By Description
1 Sheet Number:
L-202
NI
SHEET# 9 OF29

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/ / N / •e 55 550 PROPOSED CONTOUR
/ 1' / STORM DRAINAGE PIPE . 16t O IN :��
I r'// // n FEs FLARED END SECTION S114p'�• �R'yS/19
/ /t / W/RIP RAP APRON
c I CI-10I STRUCTURE LABEL CORPORATE CERTIFICATIONS
NC PE:C:-2030 NC LA:C-253
0 0 -750.8 PROPOSED SPOT ELEVATIONS SC ENG:N0.3599 SC LA:NO.211
0
qp- O -T50.8W TOP WALL SPOT ELEVATIONS
WD.6 BOTTOM WALL SPOT ELEVATIONS
Project Manager: MDL
Cr.1
TC TOP OF CURB SPOT ELEVATIONS
�500P Drawn By: SJH
r EDGE OF PAVEMENT SPOT ELEVATIONS
50.8
0
O EXISTING OVERHEAD UTILITY
Checked By: MDL
5 LIMITS OF GRADING(DENUDED LIMITS)
0 20' 40' 80' Date: 11/25/19
''
SCALE:1"=20' Project Number: 18021
REVISIONS:
ET
No. Date By Description
Sheet Number:
L-203
NI
SHEET# 100F29

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\ ��%- + +- + + + + + + +\ + \ I NOT TO SCALE W
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�, SINGLE\ / \` FAMILY --N/J,/ '•'' \+ + +\ �, TREE SAVE + + + 'k + \\ Z Q Z
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v �� + + (HATCHED) + + + v + F 3 142
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\\ \ \� \ / G\\`'-`53.0 \\ \\ HP\\ •
` + + + + + +�+ /+ I+ \\ +\ `\ I B 5, PG - HELEN pG 51
END 2'-6"C&G ,� '' ],o '� \ D ILL
AT PROPERTY LINE TO\ I �G\ I \ \ \\2.' + �/ + +/'`F \+ + 1-+ + + '+� + \ I Pj nZA H
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\ \ 51.9 \ y \ / \E ��.31 + LIMITS OF + + \+ + + +\ + m + + \ pR # \ I ) I
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(14'FROM CL OF ROAD) Epp \\ \ \ ,.`�` \ \ \ \� N j- I I O
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\ 2 TES' i/ \ \Y` I \I+/a I \+ + EXISTING + '+ + I+ I+ +\ + + +\ + +I +I +\ + + + '°+ + +I 4-\ + + + k + *AV11 Q
\ i \ 1' �� TOP=56.9 \` \ I \ - N E + \s ++OVERHEAD \ \ I l'I� \ Q
ELECTRIC A\+I + + t + + -EN\+ I+ I+ +\ + + +\ + +I + t + + + `+-+ + \ SAM'S MART LLC I _
m /i1 Bra=53.s p /�+{ -FT + + + +\1+ I+ + \+ + + + + + + + + + + + I+ + + +
\ Iti
. \ / DEED BOOK: 27074 824 U
T �/� �I I 1 � PARCEL ID: 08314217 J Q
Q\ ^m 53.°�� /1 a + +1 I+ +\ + + + + I + + + +\ + \+ + + - + + + \* + + + \ ZONING: B 1 = 0
\�\\ L\� 7 I ��' /� + + 3BI \+ , \ I \ II TREE SAVE
REINFORCED � N .., `"\' so / �o I ' / < + + + +\ i' + + + +\1+ + + + \+ + \+ + + t + + \+ + + * + ap�+ + + +\ + AREA USE: COMMERCIAL AL
CONCRETE SIDEWALK Mild? \ I� .\.. ) I I ==I//CC` v/l /�j� + + + + + +\ + + + +I + + + + + + + \ + PROPOSED+ + +\ + + + \ 1+ + 1c + + • \\
(BRIDGING TREE ROOTS) )/ 51. \0° \ \ LL \ DUPLEXES \ J 6S PROPERTY :/ J
\li \ \ • S (10)UNITS1. BDUNDARV
15 PDE I \ �b ::XX]]!!��
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NN \ 'n \ E- .\ _ I- 12".RE e' $ • I I < F� �I \ \ \GRADING
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54. 1 ;(TYPICAL)
P Z p \� �� 1168E ..'�• 1 \
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ir fE2.5 .36 \I 1'CW.B .58\\ OPOSED I \ I II \ 1 '1' IPLAN
6'BIDEWALKI I54, \ \ 56.}./ T 20FW 32.0'FW .] y,0'FW 28' 2.0'
\„ �, \ I I \ _ \ I \ ,.0'F\ \ ,.3'FW 2.0'FW ENLARGED
PROPOSED yor,
8'PLANTING STRIP \ \ \ I \ \ \ G \\ •
/ \\. 1\ TREE PROTECTION
O \ 11In% 1 L-502 \ \\ I ) \\
- C, PROP.2'-6" 7 8 FENCE(TVP.) I 3 T / \\ \\ I 1 EAST
C N CURB&G 1\\R r ��� F \ \ / 2.8'FW \ I \ IAohl �-_
•MATCHLINE-SEE SHEET L-202 54 \
8 ,\
TPJJ /I J a 58 59 t�.�- \ 60 60 61 62
REINFORCED L502 \ iP l�/J I I HP� I \ / I •rrCA/////
CONCRETE SIDEWALK \ 15'PDE
11, (BRIDGING TREE ROOTS) O I \ \\ `�] FW / /, 63.4 / 1 EX CONC.WALL ``�.(N R�(
I/ 1 4, \ I \ 1 I \\ /56.: rf3.o'FW I
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\II sin 8 I \ I \ I I I \ / __ �2.7 FW 61. 3� a
�i I I 1 I FFE:757.7 \ FFE:759.7 FFE:762.7 FFE: 6.5 / FFE:767.8 / / EXTEND PROP.CONC. ��Tg'
/ II EXIST. I \ 2R I I I- 2R --� :756.7\ \ / 2R GAR:759.0 3R GAR:762.0 I 3R GAR:76 2 GAR:767.5/ J Cr
\ TOP=55.4 TOP=56fi TOPS8.9 TOP=fitbb TOPxi5.1 TOPS7.4 B
I
OVERHEAD BOTS4.2 °' / \ BOT=5].] 58' �BOT=fiO.B BOT=83.5 I .' •ne,s6.6 / / J EX.CONC.WALK ////,r11i11•\1.4••
\ \ \ 53 BOT-555 \ 5E, \ 6.
�.f/� I \ ELECTRIC O \ :''; I _ \ - ' I I / / ALONG THE PLAZA.
�, 1 \ -- v • I 7114'. .\ I �■ ,II. I.. a`. TIE NEW 2,6"C&G COORDINATE •••r1H1r1////
\ „'° e 54'`.e I -56.]'' \ �al - - a a :]5 INTO EX.C&G AT CONSTRUCTION WITH CA
' I \ - •\ 4' ° \+. :,,\ �L6RA• a ,3d1 ^ i •/ CITY AND SAM'S MART �•.(N RO '
,A�� 1 I \ \ \ o °/ Q EX.INLET.REPLACE �Qe 4SS• •`/
" N ° \ � 1 `II I 3- -EX.HOOD&FRAME. �J�O F Q°•.,
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•• V � --- /•' LOG LOG LO •G •-LOG G--------y LOG LOG L, �p-LOG LOB SOLO LOGZ-OCEOp-L•G LIC LOG- G a LOG-OG , L•G _ _ LOG LOG OG L4SG L•• EOP L� 87 6].3 / CURB& j
c , ]50.] TC TC / 4E TC / 58 se se / TC TC/ TC f• EOP o TC TC T � EO T TC -re �7 - 6].2 Q,
]s,.s 5 752A s3.o / 53.] 753.9 5 ss.fi s5.9 756.2 / R, "> .`� ] Q \ CORPORATE CERTIFICATIONS
EXIST. /'I"" }� y ,� b y1 5].] 5�1 58.5 ]59.1 •o.8.//61.3 61. #.1 64.5 7 1 CURB.$ Gj
h 76�.4 NC PE:D-2930 NC LA:6-253
,,4 / ^ .� n / XEOP) / GUTTER /
/ SC ENG:NO.359E SC LA:NO.211
CURB INLET TO BE EXIST.PP TO REMAIN / _ _ / - - - 7 - / - / - / / _ _ / PROPOSED. BOO /n 1 / y� /
❑ LEGEND. REBUILT TO MATCH GUY WIRE TO BE I \ / ,1 / /
2 PROP C$GLINE Ii RELOCATED. SS SS SS SS SS SS SS SS C I JS -SS FROM PROPOSEDSb �PPp /
m V / / DRUMMONDAVE I I A "/) V A / / / ///
w --�--� PROJECT BOUNDARY \ 1 S E2CP w -ROPERTY BOUNDARY \ \ / / / Project Manager: MDL
/ (VARIABLE RM/) 1 S o .P G _ \ \ N"..-. / O �/g ,tZ /
o „„E PCCE LINE / CB / Si) -I SI1- - -Sfl 1` / r >♦n "ROPOSED 8'PIDEWALK-^ F
-
PDE PRIVATE STORM EASEMENT G U / / CONS W K
/- ~�� O 1-, -ROPOSED BOC 2N6'ING Cg,GTRIP / i W/ i ir�\\ / 00 L� y.
17 / Drawn B SJH
oN EXISTING CONTOUR SD H - - eb/- �/ --- - - (14.FROM CL OF ROAD) -- // ' /
U 550 ///,,,,,,/// /� / / "1ST-- - _-- - - / -- - TBM#2 I� //
o / ,,' I / 5g',� A /� -/ ---' / W (FHVALVEBOLT) - 7// /,j5 Checked By: MDL
550 PROPOSED CONTOUR Q. ,15 T - \. - - -- / - \ \ -•
U V / I / h I / / --T59' --- --- --- --- / -�� \ ELEV:773.71 F �
STORM DRAINAGE PIPE /' XSS / nI I / / / / -BO/ - - - / \/ �f`�
I/I / / EX WATER ` /I I/ / / / - "-16\�� �' - �� -�6&VT LA Jk E H BARKER OONCR t • Date: 11/25/19
3 FLARED END SECTION `-' /- TSAR- X STORM / I I/ / / / /- ��' \62- ,_- ,-- BAR-KtR & /DAVID'ij ARKER - -� //
E3 W/RIP RAP APRON I XRrW/' \ I I p\ �EED B6O 0 223�022 / o// Project Number: 18021
Ce EXIST.CONC.
/ \ / I ° REVISIONS:
ICI-1D STRUCTURE LABEL /- -- SIDEWALK I //I / / \ \\ \\ ^ \ 76 N N �-1 i // // No. Date By Description
h PARCELI ID 0 3143�6
rn 0�750.8 PROPOSED SPOT ELEVATIONS // / / I / I I \ \ /� �b Y ' `
'8 T\"/ TOP WALL SPOT ELEVATIONS I / /'/ /I I f I I j \.' \ \ // // USE: CGYMMORC AL e\ / /
6/ Sheet Number:
0�50.8
�BW BOTTOM WALL SPOT ELEVATIONS O
50.8
TC TOP OF CURB SPOT ELEVATIONS 0 20' 40' 80' lir�
50.8EOPEDGE OF PAVEMENT SPOT ELEVATIONSO 50.6
o„_.._.. EXISTING OVERHEAD UTILITY
--_-_-_ LIMITS OF GRADING(DENUDED LIMITS) SCALE:1"=20'
SHEET# 11 OF 29

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\ I'SI Q¢ O O
:' sD a�.7 H-20 MH-26
0 Fs MH RIM EL=7537f
o
IIIIIIIN\e �1 - MH RIM EL.758.
�75) W. © OREBAY. I ALL ACCESS RISERS AND MANHOLES SHALL BE ALL ACCESS
2OISERS AND BEARING�' SS
,�Ss F'� - / FINISHED GRADE { w
;i SHALL BE H-20 LOAD BEARING WITH \BOLTED MANHOLE COVERS FINISHED GRADE
BOLTED MANHOLE COVERS
`_—
� 1 0
TOP OF PIPE EL.751.94 A'
• ® 1 TOP OF PIPE EL.=751.55 W W N
It N.
a c N
'_ ME N C N
�759 4 Z_
i ,,,,, .,,,
{� \ INV EL.=749.5 ,_ n 6 M I
58
�' 7 S 15"HDPE,12" PERMANENT C N
g `3 �� s FROM YLE,B'HDPE ..0,1/L III'„(, U n f
��` ` • Sa, VI-19E&AD-4 1 HDPE FROM FOREBAY#3
■_ AD-18 1 U Q` MH-25$VI-1
4, AIL I- ''SS - I "' ''\ ACCESS LADDER
ACCESS LADDER
�QI �S> MFOR BAY#27.5' 2.5'CI%II-
I - OREBAY#3 VI-1o'„ I I / _� T /,
'�'jt� STEEL WEIR PLATENV EL=745.70 ^ ^ J- v
,1 S4� YI 11 - ..�m� . V S _ 76' WELD IN PLACE 25 _ STEEL n n '
IIIII
111, I ----_ — _---•—•—-- - WEIR PLATE - N J
dJ� __ �• A S�� 96"CMP DETENTION SYSTEM DETENTION I I I J
96"CMP WELD IN PLACE 2
•--• --- •--• -- "7 I • -- = SYSTEM WATER TIGHT SEAL 85'@0.2%SLOPE WATER TIGHT SEAL ^
����� _, I ��� 7 ® 95.5'@ 0.2%SLOPE f w
�0�(11�—__ _V: S , I �� - INV40 EL.=743.55
STUB OUT 3 OF 15"CM _�(11 / 0 INV EL=743.94 1 - w
@1,0%SLOPE 53 i .._.IS�� 'j _j !1
061 - �� 3 DETAIL AT WEIR AND OUTLET//MH-20` 4 DETAIL AT WEIR AND OUTLET/MH-26``1 —I Li]
�I �Z/ 0
470,95'ALUMINIZED STEEL '_ / ` LU
`��,�IIIrrIIrrI O CMP DETENTION SYSTEM 96"CMP FOREBAY#1 �������" '" ... >
'L SLOPE©0.20% • 1�' ® L-205 SCALE 1"=2' L-205 SCALE 1"=2' 1.0' a LLI
1 D `�L
15"RCP TO CI-30-- -
@1.62%SLOPE - CI-13, ' ^: I—
SEE GRADIN ` ` LL PLAN - II: "` • y 0
// ----- V u) w
/ LnJL/
UNDERGROUND DETENTION PLAN 1.WEIROPENINGEL.=749.8// N z I = 0
SCALE 1"=20' / \ > -— U
ALL ACCESS RISERS AND MANHOLES H-9B / \\ J LLI <
IN TRAVELWAYS SHALL BE H-20 LOAD
660 660 MH RIM EL.757,0 / \ I o
BEARIN WITH BOLTED MANHOLE I 1
COVERS ALL ACCESS RISERS AND MANHOLES J if
SHALL BE H-20 LOAD BEARING WITH J I I J
658 H 9B 658 BOLTED MANHOLE COVERS FINISHED GRADE 9"ORIFICE /�/
CONNECTION NOTE:JOINTS AT ACCESSIBLE 9"DIA.ORIFICE EL.=747.0 I ��OPENING
ANGLES,TEES,AND RISERS LADDER I LJ_
SHALL BE SECURELY WELDED (STEEL) I I— >
656 z AND WATERTIGHT(TYP,) 656 YY \
SELECT GRANULAR BACKFILL,PER TOP OF PIPE EL,=751.83
AASHTO M145 A1,A2,OR A3,OR [FINISHED \ / Z
APPROVED EQUAL.COMPACTED TO 654 GRADE GRADE - 654 \ / w
90%STANDARD DENSITY PER _ II - \ / f ,
AASHTO T99. o°o°o°o°o o°o°o o°o"o°o°o°o°o° _I o \ / �/
25VR 6HR STORM EL.=750.97652 0 0 0°000 - _ o o °o°•0000000 652 \ //
�oaoaa °o�o$�$,°oo°°°°°°°°�° 1 0"DIA.ORIFICE EL.=743.5 I I Oo.og' ° I o ACCESS LADDER \ _ /
000-o.°
o o00000 00
�10YR,6HR STORM EL=749,96 >°o°o°o°o°. o°o°o0 650 TTOM EL.=743.5
^to.°0°. o • �o t HBO WATER
INV EL=748.60Q
5"RCP f
�1YR,6HR STORM EL=747.44648 .1 0 648 FROM MH-9Ac•g 7 DETAIL AT STEEL WEIR PLATE QUALITY
646 �°� 646 DETENTION
GRANULAR BEDDING, L-2O5 SCALE 1'=2'
4"TO 6"DEPTH(MIN.) PERMANENT
644 �+.p 644 STEEL WEIR PLATE SYSTEM
o°Oo°o ° PORTRAY#1 �
}`7,£71F7,£71° ° •�, ! O�' WELD IN PLACE
642 642 _ 7.5'
\111�1117,
"LOP 96"DIA 96"CMP DETENTION
CMPALU DETENTICNZED S1 EEL SYSTEM WATER TIGHT SEAL `JO��.;i °E �?O�
CMP 165'@0.2%SLOPE "ORIFICE ==>•J4'
640 640
e INV EL=743.83 1
/ OPENING *11
➢ m (�'—�3 ..Q
1 SECTION A-A _ 5 DETAIL AT WEIR AND OUTLET(MH-9B) a`
L-205 SCALE I"=4' ,,''77I,,,,1.G11,54`,,,
L-205 SCALE 1"=2'
ALL ACCESS RISERS AND MANHOLES s k CARD",,,
IN TRAVELWAYS SHALL BE H-20 LOAD : SS°• /i,:.
COVERS
BEARING WITH BOLTED MANHOLE :O.b* 70°V
2r2 4°
660 660 - ea SEAL r; B.
INISHED RIM EL.=758.00$ �4 Qa7�_
�-F I � IA")/ GRADE
// ALL ACCESS RISERS AND MANHOLES
658 658 SHALL BE H-20 LOAD BEARING WITH '%,3••••
15"OUTLET N��;p-
BOLTED MANHOLE COVERS \ i"X 2"GALV. PIPE �� I \� ��� 19
656 CONNECTION NOTE:JOINTS AT -. 656 FINISHED GRADE CORNERSBOLT AT 12 (BEYOND) ���i��ly,g1 vJ"`�� tt-y5
ANGLES,TEES,AND RISERS 6 _�—OS-1
ACCESSIBLE - i 1-1/2"ANGLE IRON
LADDER - SHALL BE SECURE_V WELDED _ - - FRAME CORPORATE CERTIFICATIONS
654 (STEEL) AND WATERTIGHT(TYP.) 654 \ NC PE:C-2930 NC LA:C-253
25VR 6HR STORM EL.750.97 i TOP WEIR EL=749.80$ SC ENG:NO.3599 SC LA:NO.211
O 00000p o0000000000040000000000o /
ACCESS LADDER /]�
652 °°°°°°o°o o°o°oo°c°000000000° 652 10VR,6HR STORM EL=749.96 �' �� ROVIDE 3'STUB L \ Ey / / Project Manager: MDL
oogo�°oA000"ooOo°o.o - 25VR STORM EL=750.97 J 9"fd ORIFICE OF 15"CMP PIPE CMP SELECT GRANULAR BACKFILL,PER aoeoe o eo 94.,:,oA�rg00000°0.o.." `°Oc°aO%t'a,ga,ga°'�'
ao o°o°o°o°
o AASHTO M145 A1,A2,OR A3,OR o°o°o° • "'-;o° STEEL WEIR PLATE OPENING DETENTION ORIFICE
m \>°o°°000 10YR,6HRSTORMEL.=749.9fi EL.747.00 PIPE OPENING Drawn B APPROVED EQUAL.COMPACTED TO oo -E6� WELD IN PLACE
ti 90%STANDARDDENSITVPER ° °°O°o• $ RCP PIPE ADAPTER y AHM
U AASHTOT99. .00_ 1YR,6HR STORM EL=747.44 CAST IN PLACE FRONT VIEW
648 �_ 648 CONCRETE ENCASEMENT Checked By: MDL
1VR,6HR STORM EL.747—,44�
v
L 646 .,I. 646 NON-WOVEN GEOTEXTILE 8 TRASH RACK DETAIL Date: 11/25/19
WRAPPED OVER CONNECTION. 1=1
(7..%gg%g.: F:0.
GRANULAR BEDDING, SY CMP STEM DETENTION MAR MAC DP COUPLER OR EQUAL L 205 SECTION C-C
0000000 . o0000000 3.
4"TO 6"DEPTH(MIN) 166'@ 0.2%SLOPE STEEL TRASH RACK
644 fi40. �® +' REVISIONS: Project Number 18021
K .' W-.-.. ,401 o a "!`. 1„ORIFICE @ 743.
°. ° .�_r" •. � a A 15"RCP TO CI-30
_ SEE L-201 FOR No. Date By Description
PROP 96"DIA
a 642 0/ 642 SCHEDULE
ALUMINIZED IOEEL - \ Sheet Number:
CMP DETENTION �' wy" •ry.-",.".!
640 640 ^�
STONE BEDDING L 2 0 5
2 SECTION B-B 6 DETAIL AT WEIR AND OUTLET
L-205 SCALE 1"=4' L-205 SCALE 1"=2'
a
SHEET# 12 OF 29

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EAST PARCEL(DUPLEX N y
fr.`��� 7 AA `iiiiiih r (OP ION 1) R: 49 8 AND SINGLE-FAMILY) VICINITY MAP to >u
,, 745tilli 1NR7446.4- �J t.r, NOT TO SCALE Z Z
y`� 45 , -� 50 -
OUT- A^ J �
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&N/ PROT ION 746 748 ` S RLy O,VD E' , ��'��i i !•.. DUPLEX SINGLE-FAMILYSITE) ��� W t
11;17
M i I
n6 TREE 747 AV 4 1. TOTAL AREA DISTURBED-5.8 ACRES TOTAL(INCLUDES 4.0 ACRES ON WEST TOWNHOME SITE;AND 1.8 ACRES ON EAST
% 749 Alig
__ , 2. ALL'CLDSM STD.NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS
L 50 MANUAL
k,
_�/� ` T•TITTTvw. 751 3. ON SITE BURIAL PITS REQUIRE AN ON SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.(NO PITS
I 75Z �� "� %ice- - ARE PROPOSED FOR THIS SITE) T
I i
�. 4 w.ivr - 4. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY 2
'' ���:-� 9-Y� �j: ' - ��>,�� 5 SION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTYAPPROVED. /^�" �90 749 f NGRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ERO v++si- ���1 ►�� BOUT EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
l3ww•��_=_' _tt -�jq9go' , 1- / ��''' 74g'6 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING PER1 1 I J
III1 �` LLI1111111:
T �� / � � ' ti CLDSM#30.16. Ji� '1i;111�,I - � S2� ' 7. THE ERMINE CTUAL LIMIT SHOWN ON THIS PLAN IS THE MAXIMUM AREA TO BE CLEARED.THE SURVEYOR SHALL = U)LOT 4 n°` ' ' I„� � � DETERMINE ACTUAL REQUIRED CLEARING LIMITS. yvJBLOCK 11 TEMP.OUTLET
PIPE 54 LF of 18' '�' it 8. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 11� ' � 'y I 1 -.30 VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS W_AZA HILLSL ,) CMP�O ,,, , ��_ _/ I Wn �;• �` 75� `8.51 PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM LAST LAND-DISTURBING ACTIVITY.ALL OTHER. 6, P 74 ille41,
- ,,,��% �I � 8,747.95 DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS -I U--_..../;,,,' I OUT.747.85 PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. 1
NSp --_��v�//- literlIMMTh'
�' L,�, 9. THE CONTRACTOR SHALL MAINTAIN AND MONITOR ALL EROSION CONTROL DEVICES.DEVICES SHALL BE INSPECTED AT J= w Z O
Ag I , TEMP.-L.74W/ -�,l�-��las 1,g'�t - ;S LEAST ONCE PER WEEKANDAFTER EVERY I.O INCHES OF RAINFALL TO ENSURE THEIR EFFECTIVENESS.ANY NEEDED ^I / SKIMMER ������,_� - 1itsi.:1
I'hl` REPAIRS SHALL BE PERFORMED IMMEDIATELY. > L.L' / EL.743.0 �I W . I 10. ANY GRADING BEYOND THE DENUDED LIMITS,SHOWN ON THE PLAN,IS AVIOLATION OF THE CITY/COUNTY EROSION O LLI
/ ��=_ ,' S.S . CONTROL ORDINANCE,AND IS SUBJECT TO A FINE. I� r J
�' -� . _ 755 11 ADDITIONAL MEASURES TO
DEPARTMENT.CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BY A REPRESENTATIVE OF THE CITY
7 10- 7. II/-/_.� I , Ott I101
A121 SILT FENCE OPENING ��r///��� J W
5p I' ��irigallWillIl S A:.-4 (OPTION 1 A W
3-145-0r 1 s NO/
, Z i Q
LOT 5 lit/ . • ER BASIN#1
3LOCK :.TOMELEV.=742.01 �' /.�.�'j-� ' STAGE 1 CONSTRUCTION SEQUENCE-WEST TOWNHOMES: > (3 /_1
AZA TOP OFF STORAGE ELEV.=748.� �� �-�-� - U�y3 -- -_ EMERGENCY SPILLWAY; 6' THE CONSTRUCTION SEQUENCE MUST INCLUDE THE FOLLOWING(ADDITIONAL DEPENDING ON SITE CONDITIONS:) -I w
'Ih :�-�■•� CREST ELEV.=749.5 O 11111011p11
1. OBTAIN GRADING/EROSION CONTROL PLAN PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. 2 0
2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR Q
�� li TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.URBAN Q J
�g = �s7 FC FORESTER MUST BE NOTIFIED OF THE PRE-CONSTRUCTIONS MEETING.
�. 3. INSTALL TREE PROTECTION FENCING BEFORE ANY OF THE STAGE 1 EROSION CONTROL MEASURES.WHEN COMPLETE,PROCEED WITH J
1, 5n I/ AND STRUCTURES,AND INSTALLING
ER EROSION CONTROL MTEASURESION AS DEFINED ON THE PLANS NCE SILT FENCE RCLEARING N I ONLY AS TH OUTLETS PIPES
h'L TEMP.-RV 75 75 NECESSARY TO INSTALL THESE DEVICES
7 I, STOCKPI AREA 755 6 3,gT PROTECTION FENCENiiir - ,111411111111111t 4. CALL FOR ON-SITE INSPECTION BY THE CITY INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT Z
AND CLEARING AND GRUBBING MAR BEGIN.
B HOPE - - iii
5. PROCEED WITH DEMOLITION,CLEARING AND GRUBBING,AND GRADING.
j-Qf _ #'HOPE .� 6. INSTALL STAGE 2 EROSION CONTROL DEVICES AS SOON AS FEASIBLE.
1411��_ _ _�` ' � • 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
n'� B. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
•11
1 ��_���������� ���#/!III�_ ' Sy COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
E.
O L ^hh -' 7sz w itgr:-:�:�� jjrll�: -I i O `� 10. PROCEED TO STAGE 2EASAREEROSION CONTROL ROT SEEHT TO ISHED SHEET L 0P).
�'' -�' 11/� �� ��, c� , 11. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
r� I� '� 12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT EROSION
11! 7�• •
^h0 �6ti r��'�y'�-����4 �s cep' , CONTROL PLANNING AND DESIGN MANUAL,U.S.DEPT OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL
4
-- R.' CHECK DAali �, -�'I o ® , ORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL CONTROL
41,
P.) IINIY
TEM-.CONSTRUCTION RANCE �' 6 ,,,, STAGE 1
jl ^h' h�/ ®ill
7.3 if
off.\ ,,;;,;�
r h� CIF
�� �� � LEGEND: WEST•••
© 1� 760TE EWASH �� ,
••.DIVERSION _/5-Q ITCH(TYP.) IOW �/ 751 ® ---- PROJECTBOUNDARY ` Ir7ii7IIN61LIMITSY OF GRADING � , ---550 EXISTING CONTOUR ```` .cN 11�AR0�(DENUDED AREA LIMIT) 4 E"'by 2'.` 1 �i �•I illI 16� 76 _ ® , 550- PROPOSED CONTOUR �2� ..�'H.L74 I�` ^N� " �-iti:41140.7
'4 �� C-253 a€.I P6 7 5 `' I EXISTING STORM DRAINAGE PIPE
1�� ,16h j] � � PROPOSED STORM DRAINAGE PIPE � �
�/ ^60 -�i iii/
FES � S'.
,� , FLARED END SECTION i7 OfS IqJ ``````
t.
STAGE 1 SEDIMENT �61 � �ssl W/RIP RAP APRON i7um uN•"`�
Il BASIN DRAINAGE
ii
/ AREA B OUNDARY= 1 �'
INIV'/, 3.2AC. ICI-10 STRUCTURE LABEL o`,,N1cARo�i'.
`` W T . �ssl 49,„„ -689.87 PROPOSED SPOT ELEVATIONS .�=O OFESS/OiL••7y'��'.
7
_w.
EXISTING OVERHEAD UTILITY _ L
M v ,-
68
q ryh6 �`_ , -LOG- LIMITS OF GRADING(DENUDED LIMITS)
)
s
,if G(DE TS EA fe*�
47.99 ' ,•$
` mmi h6 i SEDIMENT BASIN DRAINAGE AREA '�i SN9
OU 47.95111111111114_ �, �g �6 •.
• R 758.80 �, �68 Pl'166U,nF PROPOOED TEMP.SILT FENCE ii..rrl�lrr.x.
55 6 9 , I \
�� �,�SDM\1g OUT 7 0 6p ------------- i
�`0��6PROPOSED INLET PROTECTION
-SF �"-- � �� CORPORATE CERTIFICATIONS
$ I�lj. 1 --__ r �-``�, 14PROPOSED SILT SACK INLET PROTECTION _� rI s �CAT tl �/o �• �� A ,lb --__ DIVERSION DITC MPORANC PE.F2930 NC L4.0 253ajr
'�' DITCH(TEMPORARY)
SC ENG:NO.359E SC LA:\ NO.211
N BA
\ � �= 0 - ` TP PROPOSED TREE PROTECTION FENCE Project Manager: MDL
0R 758.13
o OUT 755 73/ �n `�_\ u _� ` ROCK CHECK DAM(TEMPORARY)
758.78 N( rn .� /
51S _s
F ozol IN(A):75a-sa ouTnss.13 _ �, _ 770 /� Drawn By: TMM
m IN(B):754.66 ®� x-x BAFFLES(TEMPORARY)
OUT:754.56 \, ��----_-
U -�___i-- -_ 1p MW Checked BY MDL
''' /111(
o' 30' 60' 120' Date: 11/25/19
^ SCALE: 1"=30' Project Number: 18021
REVISIONS:
/ ooeAij,,,,,,,,
Na Date By Description
Sheet Number:
TEMPORARY SEEDING: I
1. SEE SHEET L-302 FOR TEMPORARY SEEDING SCHEDULE. ` 300
a
SHEET# 130F29

< Jaa
\ / HICHARD BAKL SR 1 / / /
. i Zr v
/ 1 D.B. 4053, PG/243 1/ I / / /
�_ °D a0
\ / LOT 8, BLOCK 1 /1 Q p o
I I _ — _� - - / PLAZA HILL I / / / / O O nn
M.B. 5• P 75 / I ( / o: 8'
\ - STAGE I DRAINAGE AREA \
TO SILT FENCE OPENING / I / // // / / / ,1�.1 Y
(STONE).0.65 AC. I v
083-142-0� V /
•\ \ \ OHN DANIEL HEN ERSON III a� / O I / / / 1/ C >
\ �\ I D.B. 16305, P . 142 / / / / 1
� LOT 20, BLppCK 1 I I / I / / _ _ 1 \ �• J
G PLAZA HILLS _/= _ _ _ L / I — — — — — — �_ EROSSEE ION CONTROL NOTES: Vf ° M
\ M.B. 5, P 275 // ' T T �! _ _ _ SOO \ JQ w
, / + +* + / 083-1 L42-20 / < h
* ++ * + I
ERVIN KAINEY / ' \ a =
TO BE REMOVED(SEE 73°� - * * * + * + s+ D.B. 404`,,rJ� PG. 588 I vl C N
DEMOLITION PLAN) \\ Ni /6 A +*+\Sg\*+++++*+++ LOT 9, SLOCK 1 / ' I / —' \ ' Z Q Z
\ESCNGSTRUCTURES
\ r + + +*+ ++++ +* ++ °N PLAZAI HILLS / �. Ir ���' STAGE 1 CONSTRUCTION SEQUENCE-EAST 1- z x
\\\ \ '.;;\ �+ ++. ++ + �G. ��� 1 I I I X� DUPLEXES&SINGLE-FAMILY: _•
a
\ \ \ \ \ \ \• + + ++, + `k��'+ \ I \ / THE CONSTRUCTION SEQUENCE MUST INCLUDE THE FOLLOWING(ADDITIONAL
\� Qx\ I / \ \ I p + + +\++ + * TEMP.DIVERSION DITCH \ I / \ DEPENDING ON SITE CONDITIONS')
:.
I \ I \ I \ �,-++++* +\ *+ + +\� 1 \\ \ I I / / / \ STAGE IA.
\ ` N 1 \ I ` •+\+ ++* +�+++++ 1 + \ \ 083-1 42-1 9I / ' 1. OBTAIN GRADING/EROSION CONTROL PLAN PLAN APPROVAL FROM THE CITY OF
\ \ \ I + + + + +* -�++ *\\ / IR I ' CHARLOTTE ENGINEERING DEPARTMENT.
\ \ \ 9,.E * + + ++k. \* ++ G\ ,, CH ARLES WOODA D / \ I \ 2. SETUP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL
V��a� 5 + + + + + \+ + �.B. 6831, PG. 37 I ' INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION
\ \ V �Ir•��N•�� \ I 155� � * + + !' + + PLAZA HILLS / CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS rn fl
\ 1 ���I�s���� •; �. * + * +\ +I µ'� ++ + ' PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF V LJ
I N\ I a(1,'',91t','� 1 \ fl \\ ++ + + + y+g,+ ++++ ++ \ \M.B. 5, PG. 275\ / I 4 STAGE1 DRAINAGE AREA TO CLEAN
o + + *\+ + THE CITY CODE AND IS SUBJECT TO FINE.URBAN FORESTER MUST BE NOTIFIED J
Ic'j,y I I \� I \ + + TREE SAVE AREA' I + / STAGE IA:INSTALL STORM DRAINAGE PIPES AND INLETS WATER BYPASS PIPE AND INLETS=2.1 ' OF THE PRE-CONSTRUCTIONS MEETING. J
\ \ \ \ + * , * + \+ + DURING STAGE 1,TO PROVIDE CLEAN WATER BYPASS FOR 083-142- 8 AC. 3. INSTALL SILT FENCE WHERE BY-PASS STORM SYSTEM AREAS OCCUR PRIOR TO
1 \I \ I I \ + * * + *�li;+-I- + 7 ''/g° OFF-SITE DRAINAGE HELEN B MCK SICK I INSTALLING BYPASS STRUCTURES AND PIPE;INSTALL TREE PROTECTION
\NOTE PRESERVING 1 \ \ ^' + ***+' -4+ ++ * +\ + F \ D.B. 9062, PG\51 \ , FENCING BEFORE ANY OF THE STAGE 1 EROSION CONTROL MEASURES.WHEN I Cii
THIS 48"OAK IS ""�'. r + + *\ + + � .° N/ COMPLETE,PROCEED WITH INSTALLING THE STAGE 1 CONSTRUCTION
�o ♦- \ + +tJ +++ * *\+ Allis
0.,,,„\ \ PLAZA HILLS I ' ENTRANCE,SILT FENCE,BYPASS STORM PIPE AND STRUCTURES,AND OTHER LL.I OPTIONAL TO THE P11 \ * +
DEVELOPER(NOT II f' \ \ I •+\** + * \+ **++ �'..* + * I M.B. S, PG. 27 EROSION CONTROL MEASURES AS DEFINED ON THE PLANS,CLEARING ONLY AS LL.I
REQUIRED) \ '�,� •('. \ \ \ I .*\ + _* + +.. + I \ + ++ + 1 \ \ II ' NECESSARY TO INSTALL THESE DEVICES. —I I— G
I \ ` + * + +\\ m *+-, + + * 1 S7.. J \ U G
\ �� \ \ I •e\ + + �I +*r ++*++ ++ +I *+*+Ir.l% * �15£ 1 I ' STAGE IB. z O
\\ c \� 53� II I I\ * + + +\+ * ++*+ 'k/+++ + * + *+ * *
\ NL *EC 4 OR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY
CALL FOR ON SITE INSPECTION BY THE CITY INSPECTOR.WHEN APPROVED,
``1y:' I INSPECT
ET PROT TION(TVP)* S 5°AN 15 ' BEGIN.5LU
LL I
�Y�t�1=•�• I /Ia ) I �, + \+ *++* \**+++* + + 1;7'-* +11 4 ** + /* +1, + ' 6. THEE CONTRACTOR SHAROCEED WITH LL DILIGENTLY AND CONTINUOUSLYNG AND I MAI AND NTAIN ALL LL.I
►nitre \ + \+ A * + O
\I Am*
�S / * * + * + * * + * ® y,I + + * + I+ + ' EROSION CONTROL DEVICES AND STRUCTURES. IL _J
\\ \I I �l�t.SS 2� \ Ow cA.i7°' - \ + .5 + +. + * N + + 1 STONE INLET PROTECTION TYP. + I +\ + , * h- 7. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH Q n O
+ + + x + + + \' + + * t— + ' EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
_ e +\ ++ * + + + +\+A. + +\ + * * + * \* + * * + * 15 b5 E / EROSION CONTROL MEASURES. /� J LLI
• \ \I + * * \+ * *+ * ++ + + \ * + + +� +*P °*� 0 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 0 I— LLI
® O \ + .* ++* + \+ + �,I* ++ + TREE SAVE AREA - + + + + ++ +
c \ *\ + + * +I * ++ +\* + * + +\* * + + + * +�* + +I *2 + / 9. PROCEED TO STAGE 2 EROSION CONTROL(SEE SHEET L-303).
TEMP.CONSTRUCTION + + + + + + * 1 + H- +' V' /\/'. 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF 7
1 I •
\ �� \ \ +\ * ** + + *I + ** \+ + * 3 I + * +TREE PROTECTION FENCE + }+ *!J\ `
+ + + + + + *\+ + EROSION CONTROL MEASURES. 2
ENTRANCE ] I�� \ \ ++ + *+� ++ * + * + +� ++ \+ + +\ ��- (TYP) + + -1 I*I \ ' _ _ _� -- 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE /r'1 I
p—
i ) ;_ + + ++ + + +\* + .�', ,�„F' + *, I+ * * '�'�+ + WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN >
I \ 6 I,' I Lw� , e +,-,+ + + I* + +\ + + + TEMP.DIVERSION DITCH * + ��\ v
J\ / ®I �/ I : S\ \ ' MANUAL,U.S.DEPT OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL —
U >
+ * + + * \ + * ++ * ++ * *++*\ + + * + + I+I+ ORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 1 LL,I Q
\ 1\i'
III III I � n , 2°HDPE - .,+\ * J* * + + +� I-, **++ 4*++*+IA\ a I_ J = 0
5 II i I I .� �F s �'M1:. * *. *++ + +++* * ++ * ++ y. +I * \ 083-14 17
c, lI I �' In� 1 �� �� .� I - La�^_ff .• * ** + +\*++ **+*y,**+V4:: \ SAM'S T, LLC Q
1 I © TREE 1 h Mall II I 1 I \ D.B. 2701�4, PG. 824 J
NOTE:PRESERVING THIS I I I I L_ J__I PROTECTION 11 II 6• I F I / / *.--+* 'x +/ NN \ ��
54"OAK IS OPTIONAL To E �\ FENCE(TYP.) I 1 I I I I /� WI ) +• \ I \ ' I— J
THE DEVELOPER(NOT V G I I I) '5 J I \ �+-N I e' \�—_ \ >
\ REQUIRED) I I \ j W 1.I / I - r I I Z `V I ° I I / \ '
1 I \ I I \ 1 STAGE 1 DRAINAGE AREA aj l / \ / I I I -�,S.i awn
;-'-------1,_,
I/II \ O I\ I TO SILT FENCE OPENING C /I \ I / I\ I I� / LLI
-'� I I 1 (STONE)=0.4 AC. m/.-I / \ / I I n F \ i I r l
SILT FENCE 1,,• I / Y^+ / \ / `O I \ // V
r i OPENING- 11. II I 11 F I / �o !'iIL ;
\ I //,I III ` . \ ._ \ \' \ / SILT FENCE OPENING(STONE)= I \\ I \IPI A4_ do \ iti/y \ \ \ II- - •a.1'�' STAGE 1 DRAINAGE AREA TO I i S
/ R.? �� / ,, / EROSION
/ �/ I I SILT FENCE OPENING(STONE).
�., \ day •< ( )- I�'o$^ /
,�. � \ I 4��-� I I 0.4 AC. / / /
•
,�cti�= \ / / 8 7 CONTROL
-L� —LOG �' •-�� r ••tips �� STAGE 1
N,mai GG /LLGG—�'q.`itftii :a L :;:�I /' / LEGEND:
ti:;- •—� _ -.� ��LOG ...foi� -���- ( ►���~I / / / /G S / PROJECT BOUNDARY
_ \ , EAST
N82,. „ y�8 ,I 0G5- / .tt SS�vi/D QN_lo�� \\_a_-��- \r \- aly - // ��B' �:' / �\ / Jj // / / _- EXISTING CONTOUR
I i n to a� -�.� 11111
•( GJ / i i -550-_
154 �I / �' - \ U^: ---
I _..- �aals I - ►��1 ! SS y'// �' PROPOSED CONTOUR
\. 3 - n�" ar - /SOG G•G—Qaar-, Mill // i I j / � 550— �N uCAR���ii
,�, ,-I I� I I"�e � ��J1
I / l _- ,� ., / oG - �t I i EXISTING STORM DRAINAGE PIPE �'( O�
I I SILT SACK INLET - I � - •��� L /�// /✓ �`� �
iAFES
\\ 11 ,/,: / /. / �- - ^ SS ^ -SS� / TLOG - �,---', �/ \ / O E Zi
_ \ Zi,• PROTECTION(TYP.) / -.� - - z ��M LOG LOG Hi) c / PROPOSED STORM DRAINAGE PIPE :Z
111glk - c� V / / FLARED END SECTION S a
\ TEMP.CONSTRUCTION _ -_ II ^ r � ��-' / - -
\- o / ENTRANCE / - -c A. 0, / / / , / / W/RIP RAP APRON ,q 4
7 /I / / / - I— — _ —/,_ — �` ^ 9 / I CI-10I STRUCTURE LABEL D IQS O}°•`,0�,,`
\ ass--- 1 I `I — --- ��� ��� ,, �6 0Z-6%
/ Z�I �/ / j 1 / / 1I \ __ _- / -f��'�-_ / ''^ v \ 689.87 PROPOSED SPOT ELEVATIONS '�LLllllilnl",r•
\ I I � 1 0� / / / / - I I / gh "r/ \ I , EXISTING OVERHEAD UTILITY Cq
I 11 I i i ---5 // / / 4 I SILT FENCE OPENING- 11 / \ \ J / / -/-/ / / I - *`'(N RO<o,�
rFh1 / / I OPTION 1 / / J I \ / / / �1 , LOG— LIMITS OF GRADING(DENUDED LIMITS) $2, FESS j6.a/2`,
I l -------/ --,---
// a 2q
1 \ 57 S // SEDIMENT BASIN DRAINAGE AREA :aQ SEA fQ,:
\ s I / / / \ / \ \ \ // / //77
J"\ / / —SF— PROPSOED TEMP.SILT FENCE �'
PROPOSED INLET PROTECTION 5-
r+rc�axon /f/i. PROPOSED SILT SACK INLET PROTECTION ',,,,,,Ns 11 ,,,,,,,(\�
o //
Q SEE SHEET L-300 FOR 'may, oo ° Ci C.J C C.C`°000000 ono °Oo°o Oo°1 I DIVERSION DITCH(TEMPORARY)
C. STAGE 1 EROSION ""��jf=`_oc CORPORATE CERTIFICATIONS
8 CONTROL-WEST O �I ri°-..1=o TP
_ _ _ III-III I r i i i IIIIII-III-� PROPOSED TREE PROTECTION FENCE NC PE::NO.
NC LA:NO.21
8 Im—°Irl_- -m_-m- f f rI—m-'_ SC ENG:N0.3598 SC LA:N0.211
III —I �I IImI I IF og m _ml l l EXTENSIVE ROCK CHECK DAM(TEMPORARY)
W s HAULING.ILL BE DONE.ED Project Manager: MDL
x— x BAFFLES(TEMPORARY)
ti e� SILT FENCE OPENING-OPTION 1(W/STONE)
TMM
o Drawn By:
o B. ,,,E TO EEo,xE,,,TRAP
Checked By: MDL
U A -/-IN A ONE 0' 30' 60' 120'
x �_ oo N Date: 11/25/19
�s oxE ;oO1aa — SCALE: 1"=30' Project Number: 18021
a' el REVISIONS:
TEMPORARY SEEDING: Alt
No. Date By Description
�' °,.°,.°,.„„„„„„„ _,x°o°o°o°=°°,.°,.°,.°°_� 1. SEE SHEET L-301 FOR TEMPORARY SEEDING SCHEDULE. Sheet Number:
,WATER SUPPLY
1 CONSTRUCTION ENTRANCE TIRE WASH
L-301
L-301 SCALE:NTS CLDSM#30.11B
a
SHEET# 140F29

STATGE 2 CONSTRUCTION SEQUENCE-WEST TOWNHOMES: L a o Ull.1
SEE SHEET L-300 FOR STAGE 1 CONSTRUCTION SEQUENCE AND ADDITIONAL EROSION CONTROL Q
j 7 ,- -' \� 1 A 1 \ 1 STAGE v
/ / 44t,
S5, \743--- CV•• 1 TEMPORARY PIPE STUB OUTLET FROM MH N \ 2. STAGE 2 EROSION CONTROL AND SITE CONSTRUCTION INCLUDES THE INSTALLATION OF ` O C .,
\ �� PROVIDE TEMPORARY TO SKIMMER BASIN: I I UNDERGROUND UTILITIES,STORM DRAINAGE STRUCTURES,UNDERGROUND DETENTION DEVICES, L O
// v WATERTIGHT PLUG AT NORTH IA c-, I CURB AND GUTTER,BUILDING PADS AND DRIVES. 3
50 LF OF 18"CMP @ 0.6%(TO BE PLUGGED I a 3. BRING SITE TO SUBGRADE ELEVATION AS SOON AS POSSIBLE,INSTALLING SITE WALLS WHERE NOT (�'J
C �, -- - \ \ \ _�\ PIPE OUTLET FROM MH,TO AT EACH END AND ABANDONED IN PLACE J 1---7-±::b
/ I'' O v
\. IN DIRECT CONFLICT WITH SKIMMER BASIN.CONTRACTOR SHALL RELOCATE TEMPORARY DIVERSION w
/ / , C S- Tao - DIVERT RUNOFF INTO SKIMMER 'AFTER SITE IS STABILIZED) - I / I I DITCH AS REQUIRED TO DIRECT DISTURBED RUNOFF INTO SKIMMER BASIN. "0 C
_/ / SILT FENCE OPENING- 111k LOG ��/ BASIN UNTIL BASIN IS REMOVED- I \ / I / 4. WHEN BROUGHT TO SUBGRADE,ARMOR PROPOSED BUILDING PADS WITH 2-4 OF STONE(#57,CABC, -
/ OPTION 1(STONE)-- o- ` S ! N / AS APPROPRIATE IN AREAS...._
NOT IMPACTED BY SKIMMER BASIN,STOCKPILING,OR UNDERGROUND J
// � ������� tdc� ' __ ___ - TEMPORARY PIPE STUB OUTLET FROM I 1 /IGA Ae - t ---"' S - - --- SKIMMER BASIN,TO BE PLUGGED AND HDETENTION INSTALATION. O
\ I 1 7 r, oc p 4 - �'� " SEE SHEET L C 5. INSTALL DETENTION SYSTEM AND OUTLET DEVICES,CONTROLLING RUNOFF . NEEDED DURING N• / l 1 - ABANDONED WHEN BASIN IS ' INSTALLATION.INSTALL TEMPORARY PIPE STUB FROM MH TO SKIMMER BASIN,AND TEMPORARY PLUG° - \ - Loc �_ IFOR EAST PCEL N «/ \ I \SLOG \ - _ - REMOVED;REMOVE PIPE STARTING 3' / \I o DUPLEX ANDAT NORTH OUTLET PIPE FROM MH. w �745-- - - e - - 6. INSTALL REMAINDER OF SITE WALLS U :p 11
a5 \�4OD = ---__SOUTH OF RIW UP TO RISER / p// I SINGLE-FAMIL N( I _�� - �L j ro //// I 7. FINALIZE SUBGRADE OF REMAINING BUILDING PADS AND SEED AND STABILIZE REMAINING DISTURBEDs/ I \ \ \ /71 I - - OG_ I _^o< __� �- ///. // AREAS AS SOON AS IS PRACTICAL mopy I ' -T__ -- -746` _ tom. G U^r 1LP E - I O 8. INSTALL STAGE 2 EROSION CONTROL DEVICES AS SOON AS STORM DRAINAGE STRUCTURES ARE U' =/ / P \ J 'I I •h / / 74,-_-- -_ --___ '✓1-NU AVE E \ / -- -0.1 ` INSTALLED L7 >Uo x D �' 1 Z Z9. COMPLETE CURBING AND STONE INSTALLATION FOR VEHICULAR AREAS.��- ?, tOG \ / I `. \ 8. SEED AND STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE./ I M6-! �A: A -- -748- 7 LOG�tOG ��=7a TEMP.SPILL / / -' 9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES I, ~/ �/- 0 p o 11111 /� a ' --�i - --4 7� ---------__ to _ CREST ELEV4 • vaAND STRUCTURES. WJ-OREINFORCED CONCRETESIDEWALK ,1 ��il -/ ,� / �50-751 --- ____G / / �\-- �� 10 EROSION CONCOORDINATE TyROL MEASURES.AFTER SIITH THE CITY EROSION OTETROL IS SUBSTAN IAL Y&TOA ILOIED AND WHEN AUTHORIZED N sl
(BRIDGING TREE ROOTS) ®71 1 ' Illllll� y .�j. - - tOG_ / iiii8 U n U
rtr.
ASPHALT CURB PLACEMENT AT I . 1 1 ly� j - ` 1 =�-. r__ ' \ L - _ L-�� _- ----_� BY CITY INSPECTOR FILL IN SKIMMER BASIN AND RELOCATE SKIMMER TO INTERIOR OF DETENTIONPi' EXISTING TREES a I I► i I A _ _ I I ` L ___ SYSTEM'REMOVE TEMPORARY OUTLET PIPE TO BASIN AT MH AND REMOVE TEMPORARY PLUG AT
/T`' I'/ _ 1� ' 'LC`i�• R".�� '� = �� _ -7 -` NORTH SIDE OF MH.
N ' / I >< 1� �1 1� '� - - -T� 11. SEED AND STABILIZE ALL REMAINING DISTURBED AREAS IMMEDIATELY UPON REMOVAL OF EROSION1 1/ 17114111/ �� II� '. F\so 7-g_-_ --SS�N VJ
i I �� I ti�- F ► ! _ 49 Sp I - CONTROL DEVICES
/ /{" // n / . '1-I. 4 ��� � �L� ,.��, !lit'
Fc T hOi1 / �- 12. WHEN SITE STABILIZATION IS COMPLETE,REMOVE SKIMMER FROM INTERIOR OF DETENTION SYSTEM.
11 / 1 // �,I I/ SI L , f'�1- 'r � �{- �:1111117-rr
1�I - ti _ 13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION T/ / I I I ir / ' a ��, e �',j<f / '^7sz ( 1 �n A _= I n -\ \ -ih- i-_______. AND SEDIMENT CONTROL PLANNINGAND DESIGN MANUAL,U.S.DEPT OFAGRICULTURE,CITE OF1'•1 • __O �� �
I I 38/
OG _� CHARLOTTE EROSION CONTROL ORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS
// \N9/ \I�'. n 71i1� / I 'II 94I /'/� 1 1 /� J/� 8 'j ,"152 //� 'S2 - - MANUAL 0 J
/ / / I �' / ' / R Ii
' 1 // I ►,"-I I I 14. NOTE.FOR INDIVIDUAL BUILDING PAD EROSION CONTROL SILT FENCE AND AND STONE
RELOCATE SKIMMER TO INTERIOR 1 / h>� 1 � ...4 =�"B3 l I/� 1 y"� CONSTRUCTION ENTRANCE WILL BE USED AT EACH BUILDING IF MAIN CONSTRUCTION ENTRANCE IS
;v . .,"•�.n / yy ( 1 I-p REMOVED.SEE DETAIL 1/L-303 FOR INDIVIDUAL LOT EROSION CONTROL. IiiJ
OF DETENTION SYSTEM WHEN �� i
SKIMMER BASIN IS REMOVED - �! I. I 1 -� �T) Y/ �171124al
E' a o I
(SEE SEQUENCE NOTES)) 4` ^� _ X.V./ 11 _i' I-LITeli idillr , / 7 �31 L 'ds-�+/ I --- w
�i 1° I II-.'II ` 4�' \I1� I I/� xs5 FE y _ �� 'sue I I I �h`` W/ I /I�_���llllflp 0 _ / L.- �--_�4I d�° SKIMMER BASIN#1 J ~�/ U/ armrs
/ R' /I\ -BASIN TO REMAIN ACTIVE UNTIL J L.L 0
/ - = I lllll� °, I / �� / I V% -L ��C� :IN'';','
/ EROSION CONTROL INSPECTOR W Z/ - / I / •1 1 / / / ( � \ 1 DEEMS SITE HAS REACHED A ., I
/ p I 1 ', ,
' 1(!� � !� 7/� AD LLALL _ _ �S s \ SOIL NErvGNarva nn
/ • 14 1 I / ®ems \ SUFFICIENT STABILIZATION POINT FOLLOW reEvuMMErvOAT orvs of SOIL TESTS OR APPLvz000 LeracreE GROUND AGRICULTURAL
L.L
/ �llll % 7 ��_ Alvll '-' I LMESTONEANOTwLa:AcreE,am,aEEarUZEre O W/ / ��_� ' . s- __\\ ____ , II FOR REMOVAL.COORDINATEM°LCHUNDERGROUND / yti 7DETENTION SYSTEM// �h - �. , I L v�v - 1 _ CONSTRUCTION ACTIVITY I- LLl
'�� -�'� - p \ SEQUENCE WITH INSPECTORIN THE Too rvc root ADSHw1TNauoss SET rvEARLv snacHT CAN eE ussD ASA MULCHArvcHoawG OI ��� �/ �/;I,I 1FOR LATE WINTER AND nnc"o now BV TAcarvcwTH ASPHUT rvsmNc ORAMutc 10 EARLY SPRING LL
rr II \ 1 \ I FIELD UNITS 13-20 MAY NEED TO BE manrre
I ����� �� ��_ � �`� R BBLaADREaT STRAW.ANCHOR Q
/ -r o I 1 II I
/ / f! J \ \ \ COMPLETED LAST. ANNUALLESEEDE r.,cae REFERwrvteIFGROWTH IS ,ADEQUATE RESEED FERTILIZE IMMEDIATELY
�/•� LLJ
q jaEo leoeel•�Ler Le/..IRE (� W
��.411�i 53 ����1 J� I/d jl n b �i ss I I BEARL SPRING:
oro`E E OT°n°r E `-' 0
�/ ,/ `/ II�y� \ /, lap 1 g' �' / �� it'+� ==e$l I /.I '�y I ���_,h�#'/ 1 TEMPORARY STOCKPILE �`rE W RECOMMENDATIONS OF SOIL TESTS OR LY a,00a Larncne caourvo ncnicuLTunAL Q
I l� 1 / . - FOR BASIN BACKFILL iiNi"ciuv" LMFsnrve ANo zw La:Acne lalo,o Femuzen�wi = 1 �/ �� s / • , 1 I I ' - - ANCHORIN°Tool ApaKwTNCHORSTRLADES WBYT CKINGWNHASPHAT CAN BE Tae°AING,ORS A M UCN�nNa C� _'1 / FOR SUMMER
/ / I I - •1� 11 �.4• I 1 ,� •TEMP.TIRE H ED Tool U/ / ralftwommumpir
- ,im I11I1 teI17 _ill e • � 1 „-J .II © 6���� / \ /' v sH�AH MILS°o�A� MAIry ENArvcE. W Q
la 11 11 .-'�• r71i I� 0 �� FOFmrer�
,/- / ° a " 1` j �u�`r �II`"� j8 sUa,n EaATAa REeE FOLLOWING = 0
. i 1�/iIFl� ® 1 1 - :�"� - �I v �`� OTHER MADE
r - E� 1 w L7➢ Ii - ISI� MA:°"A ;z J
III „/ / - ' . ■ I -TEMP.CONSTRUCTION Q
/ ./ 1,Q I 41� 11 1 y( , y ��� '� t �° o Wei ENTRANCE LMESTONEArvD,000LarACRE,o,oloreRTLZER zoosLwncRE GROUND ACRcuLTURu Q
SOIL
// �' 'Qo 1 �{/s 1 j �� _ 71 � � �� � �!; "\ ��i i�i _� 't I ,all J I \\ -c/%�1� FOR FALL: E/ J
,� �' Fouow rs"iCAO=DAT Orvs or so L TESTS on APPLY
, 4441 / / / �VIl1 1p -_-_ _-V ��i-" � d4.��` 1� � '1 1 ar TIE Tool ANCHORING TOOL ESTR WTW.N.ORSTRAWBYTA K,nACMrKING WITH CAN BE ASPHAT,NEAING,ORMULCH MULCH ANCHOR]. >
TEMPORARY JI fill
1 " ! �I / I ` � _\ 1 �� �������_��_���.' ~~ /� J/ 'sr
/ `�, Auc.,s DEcsonnMEPAi""AnUREFERTszZE DAMAGED AREASMMEOATELV TOPDRESSwTH so LB/ACRE OFNTROGEN IN z
ASPHALTBERM .5� \\� / 11110• 1 @ 1�1/ 1 ' Toil C I,�•��i�����1111P r' I� s. `� La:AcaF re°eE LEsveoEzw iiEz,ENO TEMm°oR E"YAnc°LvvEnna orvo�urvE is ovERSEE°wnrvmTO DIVERT 1 1 I 1 ALV NE MIL •�I 11►.i�.o'�����' p LATE EEareDA W
STORM WATER / d �1'11 1 1 /I`11 / l I \ / LWAV _11�-.i i11���� 1,���� eII � 0YI ryi �..,. I-i�� , uA rvTICOBENa EscPOMsacnorvs„OF
ANoU
INTO INLETS// I 1 -1^e // / \ / ,6 � °�1*�A � / \ 1 =. ' -
/ ' Y I I-I/1 ; / / 2,11 / � ,� 'o THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRABS.
/ (TYPICAL) (11/F JI // / \ / / / M �_a� j CONSTRUCTION ENTRANCE TO REMAIN IN
KINDS OF
-_I v O \ PLACE AND ACTIVELY MAINTAINED UNTIL
/ - i\ / 3 \ 3 J I Soil nsfabilizatio KINDS
be required on any area M assite where LIMESTONE,
activities have temporarily or permanently ceased GRADES
II � -�/� T�1 a �I F eso /© �,/ // �5�./l & 39 I o/ I EROSION CONTROL INSPECTOR DEEMS accordingmthe following schedule:
�' �- �� w \ SITE HAS REACHED ASUFFICIENT
// �/q L' �re'81.gj ® \� ' C�� / I�6 a)All perimeter dikes.swales ditches perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical(3:1)shall be provided EROSION
'7a,a STABILIZATION POINT FOR REMOVAL.
p \ I o - , Mile
alit
/ / \ .j, g _ VIA I \ I temporary or permanent stabilization with ground cover as soon as practicable but n any event within]calendar days from the
�h \•I L Lel
/ / 4 -763- INDIVIDUAL LOT EROSION CONTROL last land-disturbing aMmty.
/� 1� / - • �h0 / \\� I W 40 �v� I UTILIZED TO
DETAIL I/L 303 MAY BE CONTROL
/ / / ADA / -� / -- AL OF y Ent within l4 calendar y from the last land-disturbing ry
UTILIZED TO EXPEDITE THE REMOVAL b)All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in
/ days iactivity.
MI \ THE CONSTRUCTION ENTRANCE.
// Tit =� LLEY / r"/ �Typ �:z _ , 11 444;
�.•_ COORDINATE CONSTRUCTION ACTIVITY
STAGE 2
' .I I -••i , , ,, \ _5_ ��, ��II■_ SEQUENCE WITH INSPECTOR IN THE FIELD. TEMPORARY SEEDING SCHEDULE
s -\ 1 WEST
/ Ir./ I 111111411-----ita.7, / • _.1g2I__- , �l - I `s0 / L-302 SCALE:NTS CLDSM#30.17
/ / �//-
Ie.�. -� p63 - _�Ilit
�_- - :��1 �`",, TEMP.SILT SACK INLET /
/ / ;` \I I/ / _� Aga'/ - ,� T -_ �sxi ® PROTECTION(TYP.)
/ / o ® '�� ___ _ LEGEND:
/ I II 53/ .w�F, / az.a .� y5 _ / �\ ,. .°N rrCA/�
j,i
ail 1 // 0/ / Fe I, / , ,\6 I -_Lc,---'.�_,,4 /6 / PROJECT BOUNDARY O oe re 1 52. :.4....7:1O.:/ ' 0 II'� / / /� ®/ 4 / _ e/ = ra.a / / Ir' -� sS_I / X -_550-_ EXISTING CONTOUR :*:�C-253 :
PROPOSED CONTOUR pp 4
/ ,+- ���' L"/ // / ® //46 ne:,. _/II
irjh TEMP.INLET �\ 550 �, g'> ,/ - IJ / J ___-- ROTECTIO PROPOSED STORM DRAINAGE PIPE// / / w II �`--- \ 1 P N(TYPJ . s ....... %�� r/ toi I^ / / / / /© L \ // / / Fl:s FLARED END SECTION /,, r t\"A`- y 1/ - q ��- _ .�.� / / / / T68 C�� A --I / W/RIP RAP APRON
'/ TE ! / �1 `, / / ®� I- STRUCTURE LABEL/�S c m .�N cARQ�.,\ \ �h� �L�� tp I $ / �- _ �' 89.87 PROPOSED SPOT ELEVATIONS
-. 11 ��I,I■ I{I p \ I g'oQ.FEss '••/2,'toc - �11 n �� s F / s e oaSEA E iE GW - -p59- LOGL�-- a/ 1,� 1614 / \ 1 \\ B�\ / EXISTING OVERHEAD UTILITY (\ :*_
E -� \ Le >, ■ � o �' -LOG- LIMITS OF GRADING(DENUDED LIMITS) 1
E �atoc / ` ti -
1 \�
\ rs �F�6G= �1OG ``$ / �' �s SEDIMENT BASIN DRAINAGE AREA
1
___-------E \ tOc \ 9� „rtrrr Il
/fir
3 ) � / '-___- ATAfq(j3q � - ✓ tDG/ t--- - - - -- -- / PROPOOED TEMP.SILT FENCE(TEMPORARY)
o __
oc
Q / ! /'- - _ AVE d' -F / C / PROPOSED INLET PROTECTION(TEMPORARY)
IAI
zs
�ti 1
/
/�/ J� / -SF
(TE RV) " LL,
/ NICOR CORPORATE CERTIFICATIONS
O
- .Q �+ �L - 7 -------- \ 'p / . PROPOSED PROPOSED SILT SACK INLET PROTECTION :No.3s99 SC LA. O.z11
j / / STAGE 2 SKIMMER I __. _ - . // `/ V� // > DIVERSION DITCH(TEMPORARY)
m'
n, 1 // / I BASIN DRAINAGE P _ �_ i m - Mw Project Manager: MDL
_- - i9 I�'' G TP PROPOSED TREE PROTECTION FENCE
3
C
0 1 AREA BOUNDARY= I _ -- -- �. -1-Ip� S5 /
i -'1' -- -_--ist) - / i ROCK CHECK DAM(TEMPORARY) Drawn By: TMM
U t------ _ _
_
a - - - _ _____L______ I �.//S5 7,.V Checked By: MDL
�� /
I --E-�L i 0' 40' 80' 160'
Date: 11/25/19
i
SCALE:1"=40' Project Number: 18021
11
REVISIONS:
I'
Na Date By Description
Sheet Number:
L-302
a
SHEET# 150F29

Vf< ; o0
_ LOT 8, BLO K 1 /� a
\ _ —� M.B. 5APHL75 / ) I ( / / �a o0
\ I / / I / / / O �
\__________
r 083-1 42-09 / \ / I /STAGE 2 DRAINAGE / 0 0 �'
�� \ \ OHN DANIEL HEN ERSON III a� / ) / / AREA BOUNDARY / / L
In V I D.B. 16305, F . 142 / / / 0.4 AC. ��
>, A LOT 20, BL OK 1 / / / I / ( //
PLAZA H LLS /
/ /
\ M.B. 5, PG- 275 + I I I �' O
\ \ J // //+* ++++* 083-1 42-20 I I
/ 7<.+ + + +** ERVIN AINEY / I w 16 col- °,
\ \ I +++\ *++++++1*-
++++++ D.B.LOT 9, �LOC.K588 I / I � cc
V A \ �._� r + * �,ti * ++** *+/ �r PLAZA HILLS I /
I I / /
/ C co
\ \\ \ \\ \ .':/ \ ,v` * + ++ \++ + '\ + M.B. 5, PG. 275 \ / I
\ \ G I ++++ +++*\*++++* �++ / r I I I OVIDE
® SLTT SACK 1.'
Z
+ + TEMP.DIVERSION J N m
L. + + \ + INLET PROTECTION
\ i 9 ++ r\ ROADWAY W)A\\ \i,' 1 / \ \ I . + + +% +\+* + +++ + \ I / \ \\ / I I / I CURB INLETS __-__ w1 a -
DITCH
AT ADJACENT
V I A a + + + +\ * + + V 6V n U
`\ + + + + 191 /
\ (i� I \ /ID
DARD l I I 7. 3 7 / e OVIT\ \� m' 1I I ®LS 27S o I INLET PROTECTION AT LOW POINT 1
s \ \ * TREE SAVE AREA I* ++ I / / \ / I I ' AT INLETS BEHIND OF SILT FENCE
\ \ I�\ l d+ ' 8\ \ / //7: ////7
A \ * HSK\ * \ .. PROTECTION(TYP.) / \ 1 PROVIDE SILT NW
+ _ I\ I \\ 1 % \\ 1D +*++ + + I 0. HILL
/ \ M.B. 5, PG. 27\ I ®PROPERTY NINES II < vJ
\ \ \ ^+\ + + + +\ + + + STONE INLET PROTECTIONTI (TYP.I
\\ \ "\ I 1 . 1- + * + ++ +\ +:vd(V1-7,+• + *+• ++�+ + �,� A\ I I Ldcl
�r \ \ % I .\ ..� + mI ++#* + +**+ + + ++ + + y�*- + \ \ \ I I ® TEMPORARY - 0 G
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, I + + + + + CONSTRUCTION
r ''•bi�l,'.,'�.1 1vo * + +\* + + ® ENTRANCE
V-- \ \V A +\+*+**+ +**lam\+*I �4.d.�` * + +++*\ , ++',m 0. +++ *\ +*+�*, +\ +*y+��* +++`�*+* + -,:\ +1 +\ * �
)I .n ���\ \\ \ 4 * *+\+ +* + ++++\ ++++++ +II*++ +*+1l_ + +++++1s +TREE SAVE AREA ++,. _A +,, * ++t* P I \ LL.I
iu.
LU
\ % I �� I f� ��1��� e +++4++ ++*+ I+ *+++* + AS ++++ *+ + +*+I+ *`t'k+ * ++++1*I+ \ I /
i Q
\ \®�� a�/,� ���I�1I • I F � •A+ + *++++\++*+ +*+* +�y_**+ +I1+ 1 \ 083-142-17I I
- LIJ U >
TEMP.CONSTRUCTION G N s VALOR ,.-- + * +++*\ + ++++ 'k +* r, 1 SAM'S MART, LLC
ENTRANCE NW �I� ''t\'1 1 Ti, '1 I I `s Iy .''��,_ :) I - .+ .+++ + k + 4. ,, A D.B. 27074, PG. 824 - I 0
/I/ " I Ia I� 11 IF SF--SF ' � I \ NOTES: Q J
Et J
\ 1 Y I I s /�/ / ^ I , / sr / I \ 1. THIS DETAIL SHALL BE USED FOR STAGE 26 EROSION CONTROL AT
I I \ c I`„'>ses 1 I� / ® / I I - ( SF�SF ,','I INDIVIDUAL LOTS,TYPICAL.
SF I
1
--�j/—I— 1 I \ III \\ �I / \ i ss 11 \ z
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I ,' i1-1
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\ o`Il,ti � ti, . \ / / i I STAGE 2B INDIVIDUAL LOT EROSION 0
��y i 1 I�® "�' 1 1 ® 2 1 ✓�
>a /R:i - ��,� �� ��_ vI• � v I I I 62 I CONTROL (TYPICAL DETAIL)
�/ / / 1- °c�� u — _y�� u_ / / 1 NOT TO SCALE
LOG --LOG LG �_ �,� i�1 -'�ti�� '� _ 1�a1 'az . \ CONTROL
NN
k r - -------1,---
Loc I ►��1, 1,► �_ _Y, �•�•( �I :-:. /__'"i 35,
o/ � ,_pry{"v __�r ss�\�� _.��°` �LOG �`:°aS�I,�� ��$`�" —�t��`���1� \ �_ SS_� M //4 .� a 1�9L7 ,.: ;/ \;�s °c ------ - / �"O D Lo��-.StA� ��►►,G-y,�- _ �ti%•ti�� �� EAST
E.
L ' n _ m o-
_ Loc I�J•L / L i o
1 ACI s TLGG ��.� LEGEND: 1
\� ff// PROTECTIONATYP.CK NLET / / �� / / Locr_Loc -}- / `�,o`�N ICA/;�0,,
n MSS-.
/ s
s ( ) / / - - �� .�Y / C�� / PROJECT BOUNDARY l OQ, 's'�r,+��2'q
=.Se,:s>es �5q I __ / / / / �/ ram_ --_- C- - - c In
,�0 Y / /„.---'''''
EXISTING CONTOUR :ry t a
55 - Rh / - ___-_�)_--/ - c /^bp p/// J / 550 PROPOSED CONTOUR �C-2S3 '4
N\ \ / lap,
TEMP.CONSTRUCTION - / - _ �"-_ — _ ,� Le
p I / / ENTRANCE 11 \SILT FENCE(RELOCATED _.� -_-z -- 8 \1/ G /S5 \ / PROPOSED STORM DRAINAGE PIPE
1 I I A / i � / AFTER SIDEWALK a\ \ ___- '1 s s'' .....;•;St�:
(I �s �' I _hy� / ( // / • I 1 I INSTALLATION) \ \' SILT FENCE OPENING // //' /" / Pes FLARED END SECTION 'L,L c1,IN"c„¥"°'.
9 �� S I /- /' I\ \ /' / / 1 ®_(STONE),TYP. "/ _ W/RIP RAP APRON
V, e / i/� uu111nn„
/ .�5T / 1 I I. \ \, \ \, /�/ J , . - �� // �, / / ICI-10I STRUCTURE LABEL J�(N CA(�O�is�i
&R-FESS7*'&/
i-689.67 PROPOSED SPOT ELEVATIONS 2=,QO '4%^7 S
O' EXISTING OVERHEAD UTILITY = 'a SEAL, fa e,*O- '
STAGE 2 CONSTRUCTION SEQUENCE(EAST): —LOG— LIMITS OF GRADING(DENUDED LIMITS)
1. SEE SHEET L-300 FOR STAGE 1 CONSTRUCTION SEQUENCE AND ADDITIONAL • E;\,, S--tI
EROSION CONTROL NOTES. SEDIMENT BASIN DRAINAGE AREA '+-Cly ~aye
2. STAGE 2 EROSION CONTROL AND SITE CONSTRUCTION INCLUDES THE
777.�SIrs�",,,,`((�
o INSTALLATION OF UNDERGROUND UTILITIES,STORM DRAINAGE STRUCTURES, —$F— PROPSOED TEMP.SILT FENCE(TEMPORARY)
UNDERGROUND DETENTION DEVICES,CURB AND GUTTER,BUILDING PADS AND
Q DRIVES. I] PROPOSED INLET PROTECTION(TEMPORARY) CORPORATE CERTIFICATIONS
3. BRING SITE TO SUBGRADE ELEVATION AS SOON AS POSSIBLE. NC PE:G-2530 NC LA:C-253
8 4. WHEN BROUGHT TO SUBGRADE,ARMOR PROPOSED BUILDING PADS WITH 2-4"OF �j. PROPOSED SILT SACK(TEMPORARY) SC ENG:NO.3592 SC LA:NO.211
.E
5 STONE(#57,CABC,AS APPROPRIATE IN AREAS NOT IMPACTED BY SKIMMER \
BASIN,STOCKPILING,OR UNDERGROUND DETENTION INSTALLATION. ) DIVERSION DITCH(TEMPORARY)
5. FINALIZE SUBGRADE OF REMAINING BUILDING PADS AND A / Project Pro Manager:
6. SEED AND STABILIZE REMAINING DISTURBED AREAS AS SOON AS IS PRACTICAL. I 9 MDL
7. INSTALL STAGE 2 EROSION CONTROL DEVICES AS SOON AS STORM DRAINAGE TP PROPOSED TREE PROTECTION FENCE
O STRUCTURES ARE INSTALLED.
i 8. COMPLETE CURBING AND STONE INSTALLATION FOR VEHICULAR AREAS. ROCK CHECK DAM(TEMPORARY) Drawn By: TMM
- 8. SEED AND STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
0o EROSION CONTROL DEVICES AND STRUCTURES. Checked By: MDL
U 10. COORDINATE WITH THE CITY EROSION CONTROL INSPECTOR PRIOR TO REMOVAL
OF STAGE 2 EROSION CONTROL MEASURES. O' 40' BO' 160'
11. SEED AND STABILIZE ALL REMAINING DISTURBED AREAS IMMEDIATELY UPON Date: 11/25/19
REMOVAL OF EROSION CONTROL DEVICES.
i 12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
TEMPORARY SEEDING SCHEDULE MANUAL,U.S.DEPTOFAGRICULTURE,CITYOFCHARLOTTEEROSIONCONTROL SCALE:1"=40' Project Number: 18021
K DARDS MANUAL.
13. NOTE:FOR INDIVIDUAL BUILDING PAD EROSION CORINANC,AND THE CHARLOTTE LANDCONTROLPMENT -STSTAILT FENCE AND AND REVISIONS:
STONE CONSTRUCTION ENTRANCE WILL BE USED AT EACH BUILDING IF MAIN Na Date By Description
�' SEE SHEET L-301 CONSTRUCTION ENTRANCE IS REMOVED.
Sheet Number:
L-303
a
SHEET# 16 OF29

LEGEND
o cna < 0
063-142-09 SON 111 / a Y C
L RENDER 142-20 / i /R ‘,..6' CO ao
720.0 1- \ \ / / JOHN DAN63,5.po K 42 ERVIN RPINEY588 + O YL Z
PROPOSED SPOT ELEV. \\ G\ \� D'B' 25:BL gp49,PG' / O < O O
\ \ \ LOPLAZA HILLS / P D B. gLOCK 1 H.P.
- EXISTING RIGHT-OF-WAY c^\ PG.275 /-h LOT g' HILLS I S�'
M B. �/�� .B,5, 275 �Z
RIGHT-OF-WAY(FUTURE-DEDICATED) \ \N MB_5.PG Q` z 2J L O "
PROPERTY LINE N \ \ \ A I 3_
OE OE EXIST.OVERHEAD ELECTRIC Zc \\ \\ \ XEOP F PROPOSED / pg3_14z I (✓/
END 2,6"C&G 9 \ SINGLE pHPRLEg wpp0 36D7 a- __s
C >
T T EXIST.UNDERGROUND TELEPHONE /AT PROPERTY LINE / FAMILY B.6831.PG' 16 w �k .—]�O/ TIE PROP EOP \\ \\ / - ($)LOTS DPLAZA PGIL 275pg3 i 2CKiS.q't LID�-+True.
GAS GAS— EXISTING GAS LINE TO EXISTING EOP \N G -�F M..5• I HEL'LB. B P pG551 N
D g.9062.HILL A'
NIMA N MAHER \ /// sU 5• 1 V/
W W EXISTING WATER LINE / \ \ ,. ` ® \ M_ PG 275 �nriri,1�/V-7 Q w N
TERRYN J W000 *\ P'/ < N
// DEED BOOK:32413114 �; �` F I
SS EXISTING SANITARY SEWER PIPE PARCEL ID:0831a-4 1 PP L
`"PK'i.
ZONING R-s ♦ VICINITY MAP a
NOT TO SCALE V. C N
SD EXISTING STORM DRAINAGE PIPE / use SINGLE FAMILY
,XA.6 �� � / I 127 Q Z
= PROPOSED STORM DRAINAGE PIPE / va < 41, Zm�� ,4 ov. i/ / I I I I 3 < � oPROPOSED ASPHALT MILLING 80VERLAV / 28 EO \\ I LFWNNIA
o�cPj ®�\ \ 0p, I I R a
PROPOSED ASPHALT PAVEMENT / Z a Y.\ • a -_ I.I V n U
- ��i. SAWS MART LC
y -- P DEED BOOK:27074-824
KEN C RAYFORD 7i c�i ____- I PARCEL ID:08314217
/ VERONICA RAYFORO CT
/ ZONING:B-1
PROPOSED CONCRETE CURB&GUTTER / DEED BOOK:07941 269 y `
PARCEL ID 08314113 �,C VA ; / I I I USE:COMMERCIAL
AND CONCRETE DRIVE USE:SINGLE 0831411 � it
- I
IIa
•
\ ^' / PROPOSED (�
I BRIAN D HOLDEN / `\ \ (L .
aura B HOLDEN PROPOSED \ DUPLEXES J1
GEED BOOK:31663-653 J
PARCEL ID:08314154 6'SIDEWALK1 II L (10)UNITS LLJ ^
/ / ( ZONING:R 5 SHEENA PATEL i
USE:SINGLE FAMILY PROPOSED �\ II
DEED BOOK:26383-686
PARCEL ID:08314124 8'PLANTING STRIP Y - MIFFThillil 11�1 �//��
ZONING:R-5 �� W VJ
/ I I I use SINGLE FAMILY PROP.2,6" r�� %1, O < LL.I
PHILIP R MORONI '_ ��
MICHAEL SATO WONG CURB&GUTTER. ` j*
DEED BOOK:31055-682 _ **
PARCEL ID:083t at OB JUL14 F WONG - \ \ SHEENA PATEL �\ ��� �S. e ® ® ® J N l,J
DEED BOOK:31570-377 yll-\ ii0 L.L ZONING:R-B DEED BOOK:26383-686
USE:SINGLE FAMILY PARCEL ID:08314152 JOSEPH HUANG PARCEL ID:08314112 ® I 1 1 O
MICHAEL KORUDA ZONING:R-5 0 UN ZHU ZONING:R-5 I TIE NEW 2,6"C&G W
GOLDEN A BE545 USE:SINGLE FAMILY N DEED BOOK:32259-736
\ / USE SINGLE FAMILY I INTO EX.C&G AT
DEED BOOK:30181-791 PARCEL ID:08314111 EXIST. I iI I I
\ \ PARCEL ID:0831 a109 I ZONING:R-5 I - \ OVERHEAD I i--EXIST.PP TO REMAIN I EX.INLET.REPLACE w
w41 I ZONING:R 5 USE:SINGLE FAMILY
GUY WIRE EX.HOOD&FRAME. Y
\S \ ` usE:SINGLE FAMILv I EX STORM l ELECTRIC II I RELOCATED
BE I I I 3O
/ S -_ EX.GA 1 II .
DIRECTIONAL 111t //i ,EX EOP- • //1 \\
• wM\`_ - RAMP. EX RAN \ EXIST. L '� �/ \ —../ 1,'_. _ �0—,.�— -�.—.,� — — /"� O LL.I
PROP.STORM EX EOP 4 14 � ,— i EXIST CONC. �
'S v SEE GRADING — \ \ .F- — — — CURB INLET TO BE -j E _ _ / SIDEWALK l�//�' ��// w
EX WM T 333 cREBUILT TO MATCH 1*�''` �I I, /I \ U.:N ! /'�,1 vH J 1.1_
s_4 EXSS-
_ PLANS. WATERELP E PROP C&G LINE- *�Q*�J,i �� _I:\� !I .li FI'�' ile, �i ^'
N' "Al." '"-----..
_ _r����y,:r'`Y!s:..��_ I _ _ _ ----- 1 i������U•�•��`*�*•�•������•�•��j��*,��•j��•���p�-���j ��•�*��*�*�•*�•�*�*� *• ��}y y w............................................. XTEND PROP.CONC. Q
` G ■:**** « _ _ .* *�iet;CieI•r�*i�����i�sitt�.�i�•i.�*�:�i�Qlal* ••.e. ••**j�•j�.�••*v**..":4�1.. � 7 rc F SIDEWALKAND TIE !Il I a
' � o Ash - LJ
1�� � �� **!�**j*G*Ir�'v*pv � , ,- � `a p��� o �� ��s���pip t. �' INTO EX.CONC.WALK
PROPOSED ill a'k ,r I-1�ti�.•••O*A*•�f��*02�**•1•,0•Alar 1�.w>.w.W���*OViir N"obi►•_iA�i•TA*��•��� 'v0*l�avL �/` *�j SS S _ SS SD SS SS - SS w> ALONG THE _ !1
/6 SIDEWALK q '� -� G _ - ����• v _ ��1 DRUMMOND AVE -• - „., , ., , / COORDINATE WITH THE , Q
�IIII�II c ` c c c c c c J�� D w
PROPOSED W s2` - W W_ W_ wry 1*�� yI � _ _ _Im,_ _ _ (VARIABLE R/W) _ _ AW-CUT LINE -NIP CITY AND SAM'S MART I
8'PLANTING STRIP .�• — _- - - - - - - - . 'All
** / -ROP.STORM /
.ALL LOCATED2 D 'S} J'`\ X.2-6' J
■WlY7, r r*I I INSIDE PROP EOP '�,'
!1 I� SEE GRADING CURB$ Q
PROP 2-6° . y �� a Fo III•*� DAVID L&JANIE H BARKER TYPICAL y°.
CURB 8 GUTTER . I I 4% © I I w _ _ _ _ _ _ PROP a / *�1 ! FANS I I \ B DEED BOOK as223 022 R ( ) GUTTER
NOBEL HOUSE REKLTK SOLUTIONS' I 1 'fW IIIL. i 5 DIRECTIONAL ►*�. XSTORM X.GAS PARCEL ID 08314306
DEED BOOK 32205 343,32205 15J Si / II r�� EX.RAMPS TO BE I ZONING.B 1 ��
PARCEL ID:08314530 08314531 I RAMP. UPGRADED EX SS USE:COMMERCIAL rrr���
`�7�1111111 j TO MEET PROWAG AND TBM"
ZONING:R FAME I / 11 �� CITY STANDARDS. I\ EX WATER \ (FH VALVE BOLT) o� �/ EX.RAMPS TO BE
USE.SINGLE FAMILY ;sp
EXIST STREETII 13 ifi is 1© 8 i9 ® 2Q S '*.� 111
COORDINATE \ EX STORM - 2A ELEV:773.71 UPGRADED
TO MEET PROWAG k TREE TO REMAIN w * Ill DEDICATED RAN \ - 77 - ,j/ / CITY STANDARDS.AND
/ BL EXIST. 4 CONSTRUCTION \ XR/W GnE y/// w
10 CURB INLET TO BE 1 t PVMT. \ EXIST.CONC. BIG 8 Lc
E REBUILT TO MATCH -SID ALK DEED ooK:z,5oa3o5] / J'`\ CONSTRUCTION
IIIIll �,�IIL y PROP C&G LINE ti�[II ) EW\ y PARCELNlNc°e3, �'�<
OVERHEAD : pill
I � I' _ '.I 1' 1 1 I r - T�`3 I"�� 1 1 ...1 1 �:`3 :I 1 =1 -. ,..,.. j �/ /_—_......
\ USE:COMMERCIAL \
ELECTRIC 11: IK�' .1 _ _ —~ - EX.RNV \ / �//// ( \\ \\ \ / � / NOTES:
"VIL.HEGHTS PROPERTIES.LC �I Y ADA MILL ALLEY I, I / /
DEED BOOK 21060-923 I �P /\\ \ F
PARCEL ID:08314510 III} 4 1 [n l \ / ri
ZONING:R-22MF I 3 CV ' •1 -;-.. L. - - L., ;.� ��� 11\ // ,2 /�, \\ \ 1. ALL TRANSPORTATION IMPROVEMENTS WILL BE APPROVED AND CONSTRCUTED ROAD
USE:VACANT - 11 r T / �� i/ BEFORE THE SITE'S FIRST CERTIFICATE OF OCCUPANCY IS ISSUED.
CFI ®IIIII. \ /
PROP.2'-6" T �� \ \ \ '' / 2. SEE L-402 FOR GENERAL NOTES AND WORK ZONE TRAFFIC CONTROL NOTES IMPROVEMENT
EXIST.PP III 7 CURB&GUTTER �\ \ 3. THE EXISTING CONCRETE CURB&MONOLITHIC SIDEWALK ENCIRCLING BLOCK
O U /Z .111111M
PROPOSED / / °�TO REMAIN BOUNDED BY DRUMMOND DUNCAN,LYDIA AND CATAWBA TO BE REMOVED.
r o ( I ® /
® I Al TOWNHOMES PROPOSED 2'-6"CURB LINE ENCIRCLING BLOCK SHALL MATCH EXISTING CURB PLAN
B I (54)UNITS LINE AS CLOSELY AS POSSIBLE.
i it
® ) L 4. SEE SITE PLAN FOR INTERNAL ALLEY LAYOUT AND DIMENSIONS.
11®fillll IN 5. SEE L-2DD SERIES FOR GRADING AND STORM DRAINAGE
tt 6. SEE DEMOLITION PLAN L-100 FOR EXISTING UTILITIES AND INFRASTRUCTURE TO
VILLA HOWES PROPERTIES,L-W •ROPOSED F 1 Al 00 FL BE DEMOLISHED OR RELOCATED.
DEED BOOK 21060 923 - [ - ., - \L\� Lelk, TIPARCEL ID:oa31aso9 Q 3 6'SIDEWALK _m =J:. TYPE II EX.ROAD I r4ZONING:R-22MF Q a • Y P Ir@ �', w `� MODIFIED pa'(N ICARO vz�i
uSE:vACANr p o •ROPOSED - -r I _ } CALVINE MILL WAY DRIVEWAY R/W(WIDTH VARIES - SEE R/W DATA BLOCK) Q--.•"-e '�
8'PLANTING STRIP W I-
1 �." �= _1 ENTRANCE ...i2.z .
I _ JAy? EXIST.TRAVEL LN.PROP.2 6' \ >� I :*:� *:
-
CURB&GUTTER - I !, W I C&G G, g ¢
Q \ WIDTH VARIES C- 3
2 1! 7 11[ N JPLANTING STRIP 6'SIDEWALK W,
EXS 28'�' J ® tit Q (2 PROPFULL DEPTH) e WIDTH - -`6 -
DEDICATED RM. a..I IIIIp 3 Z I � S'-- -,
EX EX WA ER 1 II[ 0'PVMT. y \' Q I 1 U- SAW-CUT LINE ...........
J�S IGH �`````
--II ® Z v• I 2'MIN INTO EX.PVMT. SURFACE COURSE ,,'A..... l I IIT\1T44A
VILLA HEIGHTS PROPERTIES,LLC '.I Q FROM PROP EOP
N ® �] 0 ® All 7 1"SF9.5A III DEED BOOK:21060-923 � 111
0 \ FINAL LIFT TO BE APPLIED AFTER 75%DEVELOPMENT
PARCEL G: -22MF08 i [ -.
SLOPE
! S T CA �
PAN V R N YEAR< OPE OCCUPANCY 0 ONE E Rp����
�, 1 4 PER FT.•ING:R-22MF E%.RNJ q ® EX SLOPE / ��N
VACANT 5 Oi. y • PLACEMENT
TYPE II Js m"'�"""""""""" \ 6„ XSL TACK COAT WHICHEVERMOCCURSCFIRST O�OFESS�° /A
2 F SE OiL7 y
MODIFIED 0'i 1 L-503 \ \\\\\\\\\\\�� - � ( )
DRIVEWAY J I - - _-l -.,. :jam . ,;.. ® 5 1 _' '. 0 INTERMEDIATE COURSE -
1
,Z
EA A
PROP.EO' /r - o 1 1/2•'S9.50 OR SF9.5A
° ADA MILL ALLEY ` f *'
.� EXIST.EO• I�I��. �� / / _ _ -� N, PROP. EX.EDP/ ����������N SIN r
rn _ / r END 2'-6"C&G EOP EX.BOC `r 1� BASE COURSE Y\.��II" 5--19
- PROPOSED FUL BRAM -;..I -._,_,y_- � �ID��I�BO� III AT PROPERTY LINE MILL 1.5°DEEP t•�.•L•S g"COMPACTED AGGREGATE BASE COURSE,OR 4"BCBC ,,' S.
snS' 11�
E DEPTH PAVEMEN •� I - INTO EXIST.PVMT.TO CL ``rr•• • I 1
II TIE PROPNG C EOPO�RV Y TYPE EATER,.SHOULD DEVELOPMENT HAVE A CBS OF 6
sl.
EXIST. EXIST R0.
OR GREATER THEN AN ALTERNATIVE BASE COURSE
PROPOSED - CURB INLET TO BE TO EXISTING C&G,EOP y D
> I BOOK:
M Fusco ® 2-6" CURB AND GUTTER •�• DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR
O 2'-6'C& , REBUILT TO MATCH 6 DEED BOOK.11868-542 R Y APPROVAL. CORPORATE CERTIFICATIONS
a �I IL'
. PROP C$G LINE PARCE lo:08314409 — O 4" THICK CONCRETE SIDEWALK NC PE:C-z930 NC LA c-263
t IIFHII�iI-1I
vluA HEIGHTS PROPERTIES,LcZONING:o-z COMPACTED SUBGRADE
SC ENG:NO.359E SC LA:NO.211
0 SUBGRADE DEED BOOK 21060-923 �j - I � © Q� � � Q� � � ® ® ® ;� USE:OFFICE ) � �
Q PARCEL G:ID -22MF07 ■ Project Manager:ZONING:R831MF 1 I . 3
USE:VACANT 1 I , w TYPICAL SECTION PAVEMENT SECTION 1 9 MDL
— XIST.PP _ '__ _ E e e le II! I`
m ASPHALT MILLING --`� 'TO REMAIN, 1 I EXIST.PP - ;I -4 00 Drawn By:
r 80VER OVERLAY
GUYWREE = S _ - - TO REMAIN _ .1
3 IF \p13' TYPICAL ROAD AND PAVEMENT CROSS SECTION SJH
U TO CL OF EX.TRAVEL WAY - • — -«---- - — _ 13® �Q _1S\1 NOT TO SCALE (TYPICAL SECTION FOR WIDENING ON ONE SIDE OF ROAD-SEE PLAN FOR LOCATION)
W w .. `�-w w w w -. F w "" w1 `°"` IU w S��6°F POSTED SPEED=25 MPH Checked By: MDL
d _ 140Vi!i�� _ '2 w / 0' 40' 80' 160'
? I ROAD&RIGHT-OF-WAY DATA: Date: 11/25/19
SAW-CUT LINE_ Allini _ _ Sr ?f F F XEOP 3 F
LP LOCATED 2'-0" Gw awe, CATAWBA AVE DRUMMOND AVE.-MINOR COLLECTOR-28'DEDICATED RAN FROM C/L
a E � �—x— END z'-s c&c_ SCALE:1"=40'
INSIDE PROP EOP �, (45'R/W) v L / I 1 / (EAST OF DUNCAN)-BACK OF CURB-14'FROM CL(115'PVMT) Project Number: 18021
TYPICAL AT PROPERTY LINE WALL E. w REVISIONS:
rr (TYPICAL) EXIST. ALL (WEST OF DUNCAN) BACK OF CURB MATCH EXISTING
OVERHEAD STEVEN W TRAVELL TIE PROP C&G,EOP T'gM No. Date B Description
-' DEED BOOK.zo3n-zzo BIG TO EXISTING C&G,EOP slc a DUNCAN AVE.-LOCAL RESIDENTIAL- Y P
t ELECTRIC PARCEL ID:08314901 FH VALVE BOLT) Fo J5 (NORTH OF DRUMMOND) 28'DEDICATED RAN FROM C/L
CUSTOM REMODELED HOMES INC DEED BOOK ..... DEED BOOK : ( / -
DEED BOOK:25301-822 ZONING:R-22MF PARCEL ID:08314909 PARCEL ID:I ELEV:774.38 / Sheet Number:
PARCEL ID:08314814 USE:SINGLE FAMILY ZONING:R-22MF BACK OF CURB-14'FROM CL(11.5'PVMT) G
N ZONING:R-22MF /t� USE:COMMERCIAL USE:COMMERCIAL / / / C
USE MULTI FAMILY (SOUTH OF DRUMMOND)-28,6"DEDICATED RAN FROM C/L
BACK OF CURB-MATCH EXISTING — I ^ 0 0
co
DRUMMOND AVE. DUNCAN AVE. LYDIA RESIDENTIAL-28
AVE.,CATAWBA AVE. - SITE PLAN LYDIAAVE.-LOCAL '-6"DEDICATEDR/WFROMC/L STOP! L L.F
BACK OF CURB-MATCH EXISTING BEFORE YOU DIG CALL
ON
25 MPH POSTED SPEED LIMIT- C.D.O.T.MAINTAINED CATAWBA AVE.-LOCAL RESIDENTIAL-28'-6"DEDICATED R/W FROM C/L THE N 800E632LL C4E9NTER N
BACK OF CURB-MATCH EXISTING IT'S THE LAW! --__
SHEET# 170F29

- �Q < o 0
TRAFFIC CONTROL&CONSTRUCTION SEQUENCE 0 � a
� v v
STAGE 1: O co W
1A:INSTALL WORK ZONE ADVANCE WARNING SIGNS IN ACCORDANCE WITH CDOT 1 R♦ P L 0_z v v
TRAFFIC CONTROL STANDARDS,"WORK AREA TRAFFIC CONTROL HANDBOOK",& ,� / `O Y r'
M.U.T.C.D,CURRENT EDITION.SEE NOTES FOR ADDITIONAL INFORMATION. QG /� 0 ,.
STAGE 2: a '� .z. J^ ��, L O Y
2A:USING CDOT W.A.T.C.H.,IMPLEMENT LANE CLOSURE USING TRAFFIC CONTROL pN y73
' �✓ >
DEVICES AS SPECIFIED. �j 94 2 w
6
2B:MILL AND ROUGH GRADE,CONSTRUCT BASE AND INTERMEDIATE COURSES UP
TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE FOR PROPOSED m' , a.n 09\ C+�O
EDGE OF PAVEMENT TIE-IN. 114" O 124 m Doo �� S•
A' F
N'tea tl `Rv'[ CD
STAGE 3: �® � «
PLACE THE FINAL SURFACE COURSE.PLACE PAVEMENT MARKINGS AS INDICATED o /\/�// w
ON PLANS FOR FINAL LAYOUT. Fnnn�C ITY MAP��" a .n m
® O W20-7a NOT TO SCALE N
p�� o 48"X48" I Z Z
,e C.I RI
0.0 a ,s,
. .
i 50. 1 M.
MAINTAIN ACCESS TO Exlsre MIN � N H
DRIVEWAYS w S DURING ALL PHASES
RI OF CONSTRUCTION TYPICAL � PROJECT 4L
'I
?'. SITE e '^ U
N
F ioo, DRIVEWAY 0 . 0 EXIST EXIST
m • _ PHASEI
i. 10 �DRIVEWAY =•�� A G
o o/ MIN. I I •��I� / �j�6'CjS!�6'G'C/•o ° o o J\\\ LL z O
F 1U'MOJIMUM TRAVEL LANE WIDTH DRUMMOND AVENUE t �� LU
. . . . . . . . . . . 0 . 0 . 0 . . . . . . . . 0
O ,,,,,,,,, ,,��i/� /`',,O ��• 20 10'MINIMUM TRAVEL LANE WIDTH w
g 10. I nO//
# foo IN AT o/ I I MIN. 1 ` LL ~ J
qB 2GT €8 RSfCTiOry T� / PHASE3 trin/o �y �DRIVEWAV EXIST EXIST i
DRIVEWAY <r� a. O
k�. WZ R0 Z VARIABLE WORK ZONE / CO w
4g'k4B LO m V H
0
"k�a 0 v VE : >DRIvwnr T0 o w
>o
wo a
N
/ �00 18"MIN-24"MAX.
o% 0 we o x NOT TF
— O f�DRIVEWAV 2 i DD H
LU m aw➢Ø:!
j o o K O03 VW20-7a� MIN. 0
�o .111 p$� 24'MAX.
o / A
ev /0Q_ .1-- NONMETALLIC DRUM
10'
Z TRAFFIC
MIN. _—o oZ �DRIVEWAV ,� 1 DRUM DETAIL
NOT TO SCALE CONTROL
DRIVE E,% o L-601
�o/ PLAN
EXIST 0
Pu� tDRIVEWAY�j0 2' OR MORE ` ' ,
- / TRAVELWAY 6'1 SLOP
a 0 -i2 o o \ E(MAX) — rCA r2j
_ N Rp'
r NOTES: _ —=IIIoF- — 1=m m=1Tl :'oe "`E •;.<'2'
DRIVEEXIST WAYS , _ o PHASES 0 ,III— = — I I ....F.': �"'.y S.
IVO _____ —III— E*: /
�• 1. TRAFFIC CONTROL INDICATED IN THIS PLAN IS FOR CLOSING - III III- C-253 :
o� DRIVEw 50 STRUCTURALLY SOUND =�` ap
/ EXIST �" 4 TRAFFIC FLOW FOR TAWBA CONSTRUCTION ON L LYDIA
AVN AVE., BACKFILL MATERIAL �- 4
DRUMMOND AVE.,CATAWBA AVE.AND LVDIA AVE. NOTE:
0 A 2. TRAFFIC CONTROL SHALL CONFORM TO W.A.T.C.H.HANDBOOK. AT THE END OF EACH WORKDAY THE CONTRACTOR SHALL BE ��2TTN1i1n11T�„
ADDITIONAL SIGNING AND/OR TRAFFIC CONTROLS SUCH AS REQUIRED TO BACKFILL UP TO THE EDGE AND ELEVATION OF
i �j/// TURN PROHIBITIONS AND ADDITIONAL FLAGGERS MAY BE EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPEN TRAVEL
1 /�///�/�/��// 0 o - LANE THAT HAVE A DROP-OFF OF MORE THAN 3" ',,, ��� 22
0 0 0 0 0 0 0 —I 20, o 0 0 0 0 0 0 0 o NECESSARY. �`(N.CAR���,
♦ —I oCATAWBA AVENUE g'�Q-.FESS/�.a/ .,--
3. ROAD IMPROVEMENTS TO BE CONSTRUCTED IN INDIVIDUAL =a O 2q
1- 1- F • �� PHASES SO THAT ONLY ONE TRAVEL LANE OF ONE ROAD IS 2 BACKFILL DETAIL ' °ate SEA fyl e�y1�
\\ CLOSED ATATIME.DUNCAN AND ONE
OF ARE TO BE W:
n l o `EXIST EXISTCONSTRUCTED E.THATONLY ONE SIDEOFROAD SHALL BE L-601 NOT TO SCALE
DRIVEWAY PARKING CLOSEDATATIME.
AT W
100' 100' INTERSECTION 100. D ¢w /N
iWZ 4. SEE SUGGESTED PHASE SEQUENCING FOR PHASE AREAS ON ,TTTr S 11�„``A`�R'�'S�L9
TRAFFIC CONTROL PLAN.COORDINATE ALL CONSTRUCTION
w Q J. _ o'x o.V g AND ROAD CLOSURES WITH C.D.O.T.PRIOR TO BEGINNING
01
�g e - V `e CONSTRUCTION.�� O p 2..:?. ,Ie CORPORATE CERTIFICATIONS
} ��/ NC PE:G-2030 NC LA:C-253
'‹ 5. LIMIT ROAD CLOSURES TO ONE ROAD AT A TIME. SC ENG:NO.MOD SC LA:NO.211
o W20-1 W20-4 W20-7a -
p 48"X48' 48'X48" 48.X48" d 6. SEE W.A.T.C.H.DIAGRAM 9 ON SHEET L-402
Project Manager: MDL
a1c vox 0 Iva, 7. TRAFFIC CONTROL PLAN MAY BE MODIFIED DURING
m J. O 3 9 CONSTRUCTION BASED ON FIELD INSPECTIONS BY CITY STAFF
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LEGEND
WORK AREAlitirrirE- SCALE:NOT TO SCALE
Project Number:
/ �`t•.*a NON-METALLIC DRUM NTH TYPE C STOP! REVISIONS: 18021
cl PO O STEADYDY BURN WARNING UGHTS,PER BEFORE YOU DIG CALL
0 NCDOT STD.tt30.Ot FLASHING PANEL 1-THE NC ONE CALL CENTER No. Date By Description
800-632-4949
o 0 0 0�0 ....-1IT'S THE LAW! Sheet Number:
ARROW PANEL F PORTABLE SIGN
DISPLAY
KA
y DIRECTION OF TRAFFIC FLOW _ A� O w
VILLA HEIGHTS - PHASE II -TRAFFIC CONTROL PLAN 1—I TYPE III BARRICADE 4 I
W.A.T.C.H. DIAGRAM 9 «MP ES,RIAN NI
C.D.O.T.MAINTAINED-25 MPH POSTED SPEED LIMIT SHEET# 18 OF29

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CDOT WORK ZONE TRAFFIC CONTROL NOTES TABLE A: BARRICADE WARNING LIGHTS a o 0 r
A. STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED FOR CONSTRUCTION OR M. THE CONTRACTOR,UTILITY COMPANY OR GOVERNMENTAL AGENCY INVOLVED IN THE WORK TYPE A TYPE B TYPE C 0 = < r'O
LOW INTENSITY HIGH INTENSITY STEADY BURN O � I!Y Sg'
MAINTENANCE WORK THAN IS ABSOLUTELY NECESSARY.THROUGH BARRICADING AND SHALL NOTIFY THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OF THE CONSTRUCTION
CHANNELIZATION,THE REMAINING STREET SPACE IS TO BE USED TO CARRY THE TRAFFIC START DATE AND ANY MAJOR WORK WHERE THE NUMBER OF TRAVEL LANES ARE REDUCED LENS DIRECTIONAL O
AROUND THE WORK AREA IN THE BEST WAY POSSIBLE UNDER PREVAILING CONDITIONS. FROM NORMAL CONDITIONS OR THE STREET IS REQUIRED TO BE CLOSED.EXCEPT IN FACES 1 or 2 1 1 or 2
B. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF CONSTRUCTION OR EMERGENCIES,THE FOLLOWING NOTIFICATION IS REQUIRED.
MAINTENANCE OPERATIONS,AND SHALL BE REMOVED OR RELOCATED AS THE WORKS IS "CONSTRUCTION START DATE-5 WORKING DAYS IN ADVANCE FLASH RATE/MIINUTE" 55 TO 75 55 TO 75 CONSTANT MO
W
FINISHED OR WORK CONDITIONS CHANGE.THE AGENCY DOING THE WORK SHALL PATROL THE "CLOSING I OR MORE TRAVEL LANES DURING PEAK TRAVEL TIMES-5 WORKING DAYS PRIOR y.�^>
SITE AS REQUIRED TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND TO THE SCHEDULED WORK FLASH DURATION 10% 6% CONSTANT ^ L.1�4/J
OPERATING AT ALL TIMES. "CLOSING A STREET-10 WORKING DAYS PRIOR TO THE SCHEDULED WORK. MINIMUM EFFECTIVE 4.0 CANDELAS 35 CANDELAS - - �NJWO
C. ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED.THE THIS LEAD TIME IS NECESSARY FOR PLANNING AND NOTIFYING THE PUBLIC OF EXPECTED
REFLECTIVE MATERIALS USED SHALL BE EQUAL TO OR BETTER THAN THE TYPE 1,LEVELA CHANGES IN THE NORMAL TRAFFIC CONDITIONS. INTENSITY"` AA''
REFLECTIVE SHEETING REQUIREMENTS IN SECTION 633 OF THE STANDARD SPECIFICATIONS N. WHERE COMPLETE STREET CLOSURE IS NECESSARY,CDOT WILL COORDINATE CLOSURE AND, W v. 7,
MINIMUM CANDLE BEAM - - 2 CANDELAS '9
FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS(FP-74). IF NECESSARY,FULLY DESIGN AN ACCEPTABLE DETOUR ROUTE 0 V N w
D. AT NIGHT ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED O. THE CITY ENGINEER OR DEPARTMENT OF TRANSPORTATION OR THEIR REPRESENTATIVES ARE POWER"` Q N
TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF OBSTRUCTIONS AND AUTHORIZED TO STOP ANY CONSTRUCTION OR MAINTENANCE ACTIVITY WHICH IS NOT am m
HOURS OF OPERATION DUSK TO DAWN 24 HRS/DAY DUSK TO DAWN Ur c r
HAZARDS. PROPERLY SIGNED AND BARRICADED AS REQUIRED BY THIS STANDARD,THE WATCH AND/OR
E. WHEN NOT IN USE DURING WORK HOURS OR CONSTRUCTION INACTIVITY,EQUIPMENT SHALL BE THE MUTCD,UNTIL SUCH REQUIREMENTS ARE MET. V R Z
PARKED A MINIMUM OF 10'AWAY FROM THE TRAVEL LANE IN SUCH A MANNER AS TO NOT TO P. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS.IT Z m V.
CREATE A SIGHT DISTANCE PROBLEM FOR MOTORISTS. IS INTENDED ONLY TO BE USED AS A GUIDELINE.SPECIFIC SITUATIONS MAY REQUIRE `"LENGTH OF TIME THAT INSTANTANEOUS INTENSITY IS EQUAL TO OR GREATER THAN EFFECTIVE INTENSITY. x
F. THE MINIMUM WIDTH FOR TEMPORARY TRAVEL LANES IN 10';HOWEVER,A 12'LANE IS ENGINEERING JUDGMENT IN THE PLACEMENT OF TRAFFIC CONTROL DEVICES BECAUSE OF Q
ADVISABLE AND SHOULD BE PROVIDED WHENEVER POSSIBLE. LIMITED VERTICAL AND/OR HORIZONTAL SIGHT DISTANCE. `"THESE VALUES MUST BE MAINTAINED WITHIN A FULL 9 DEGREES ON EACH SIDE OF THE VERTICAL AXIS AND ,�II re�+ N
G. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE,THE TWO DIRECTIONS OF Q. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 2'OF THE EDGE OF AN OPEN TRAVEL LANE, 5 DEGREES ABOVE AND 5 DEGREES BELOW THE HORIZONTAL AXIS. m`d� V n U
TRAFFIC MUST BE PHYSICALLY SEPARATED.TRAFFIC CONES CAN BE EFFECTIVELY USED FOR THE CONTRACTOR SHALL REFER TO THE WATCH FOR PROPER LANE CLOSURE.
THIS PURPOSE DURING DAYLIGHT HOURS;REFLECTORIZED DRUMS MUST BE USED AT NIGHT. R. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORT.THESE ARE TYPE C STEADY BURN WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON SEPARATE PORTABLE
H. TRAFFIC CONTROL SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR DRUMS USUALLY USED FOR SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC.ADVANCED SUPPORTS OR ON TYPE I OR TYPE II BARRICADES AND ARE INTENDED TO CONTINUALLY WARN THE DRIVER '^
DURING NON-WORKING HOURS.CONTRACTOR MUST BE ON SITE OR CHANGE PAVEMENT WARNING SIGNS(CONSTRUCTION AHEAD)SHALL BE MOUNTED ON STATIONARY SUPPORTS THAT HE IS APPROACHING OR ADJACENT TO A HAZARD. vJ
MARKINGS APPROPRIATELY. SEVEN DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION OF THE ROADWAY. BARRICADE WARNING LIGHTS ARE PORTABLE,LENS DIRECTED,ENCLOSED LIGHTS.THE COLOR OF THE LIGHT I-
I. GENERALLY,THE PEAK FLOW OF TRAFFIC OCCURS BETWEEN THE HOURS OF 7-9 A.M.AND 4-6 5. ALL DRUMS SHALL BE BALLASTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND EMITTED SHALL BE YELLOW.
P.M.,MONDAY THROUGH FRIDAY.DURING THESE HOURS,CONSTRUCTION ACTIVITY WHICH AND VEHICLE ACTION.BALLASTING SHALL BE DONE WITH SANDBAGS OR OTHER YIELDINGI
INVOLVE A LANE CLOSURE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT IN MATERIAL SITUATED IN THE BASE OF THE DRUMS. BARRICADE WARNING LIGHTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSTITUTE OF r^ f 1
EMERGENCY SITUATIONS OR WITH APPROVAL FROM THE CHARLOTTE DEPARTMENT OF T. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD TRANSPORTATION ENGINEERS(ITE)STANDARD FOR FLASHING AND STEADY BURN BARRICADE WARNING V L.J
TRANSPORTATION. SIMULTANEOUSLY WITHIN THE SAME AREA,UNLESS THE ROADWAY IS MEDIAN DIVIDED. LIGHTS(1971)(SEE TABLE A).
J. THE AGENCY DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POLICE CONTROL WHEN U. AT THE END OF EACH WORK DAY THE CONTRACTORS SHALL BACKFILL UP TO THE EDGE AND
REQUIRED.CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A UNIFORMED OFFICER TO ELEVATION OF THE EXISTING PAVEMENT AREAS WITHIN 2 FEET OF AN OPEN TRAVEL LANE THAT
CONTROL TRAFFIC WHEN WORKING IN AND AROUND A SIGNALIZED INTERSECTION. INCLUDE A DROP OFF OF MORE THAN 3 INCHES IN ACCORDANCE WITH THE'W.A.T.C.H.' '^
K. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE V. PAVEMENT MARKINGS ARE TO BE INSTALLED BY THE CONTRACTOR.PRE-LINES MUST BE (.6
LEAST INCONVENIENCE TO THE TRAVELING PUBLIC. APPROVED BY CDOT PRIOR TO PLACEMENT OF THE PAVEMENT MARKINGS.THE CONTRACTOR L.I..I W
L. IN SITUATIONS NOT COVERED IN THIS DESIGN THE PROTECTION OF THE TRAVELING PUBLIC AND SHALL NOTIFY CDOT 5 WORKING DAYS IN ADVANCE OF PLACING THE PRE-LINES.
THE
K
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D BY CDOT.THE
NTRACTOR SHALL
PROTECTION
WITH THE CITY OF CHARLOTTE WORK AREA TRAFFIC CONTROL HANDBOOKN W.
AT LEAST 60 DAYS IN RADIVANCE OF NEEDEDWORK.IF AO TRAFFIC SIGNAL USES NOTIFY
STEEL
CONSISTENT
J t U C
(WATCH). POLES AND/OR MAST ARMS,AT LEAST 90 DAYS ADVANCE NOTICE IS REQUIRED. J Li] z 0
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ADDITIONAL WORK ZONE TRAFFIC CONTROL NOTES GENERAL NOTES I 0 I- J
1. ANY WORK WITHIN THE CITYS RAN THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS
1. ALL TRAFFIC CONTROL DEVICES,SIGNS,PAVEMENT MARKINGS,AND OPERATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ABOVE 24. EXISTING REGULATORY AND WARNING SIGNS WHICH CONFLICT WITH THE CONSTRUCTION SIGNAGE SHALL BE REMOVED DURING CONSTRUCTION AND THAN 30 DAYS REQUIRES A RNJ USE PERMIT.TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL Q ^ 1i
STANDARD DRAWINGS,THE APPLICABLE CDOT SPECIFICATIONS,THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),AND THE WORK SHALL BE REINSTALLED AS DIRECTED BY CDOT. LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST.TRAFFIC CONTROL L.L 0
ZONE TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.)UNLESS OTHERWISE NOTED HEREIN TRAFFIC CONTROL SHALL CONFORM TO WATCH HANDBOOK. 25. THE SPACING OF SIGNS AND CHANNELIZATION DEVICES MAY BE ADJUSTED TO FIT THE GEOMETRIC CONDITIONS ENCOUNTERED,SUCH AS DRIVEWAYS, PLANS MUST BE IN ACCORDANCE WITH COOTS WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH)AND �/� J LL.I
ADDITIONAL SIGNING AND/OR TRAFFIC CONTROLS SUCH AS TURN PROHIBITIONS AND ADDITIONAL FLAGGERS MAY BE NECESSARY INTERSECTING ROADWAYS,VERTICAL AND HORIZONTAL ALIGNMENT,ETC.,SUBJECT TO CDOT APPROVAL. MUST BE REVIEWED AND APPROVED.CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN 0 A// N LU
2. TYPE III BARRICADE REQUIRED ONLY IF WORK ZONE IS LEFT UNATTENDED OVERNIGHT. 26. A LONG-TERM BUT SPORADIC-USE WARNING SIGN,SUCH AS THE FLAGGER SIGN,MAY REMAIN IN PLACE WHEN NOT REQUIRED,PROVIDED THE SIGN ADVANCE OF BEGINNING OF WORK AT(704)432-1562. H LL
3. WHEN WORKING WITHIN 5'OF ACTIVE TRAVEL LANE,THAT LANE MUST BE CLOSED TO TRAFFIC. FACE IS FULLY COVERED. 2. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE Z I
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THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE
4. WHEN EXCAVATING WITHIN 4'OF THE EDGE OF PAVEMENT,THE ADJACENT LANE SHOULD BE CLOSED TO TRAFFIC USING OTHER APPLICABLE 27. TRAFFIC CONTROL DEVICES SHALL NOT BE DISPLAYED OR ERECTED UNLESS RELATED CONDITIONS ARE PRESENT NECESSITATING WARNING. AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW 5 I o
DIAGRAMS UNLESS BRACING OR SHORING IS USED. 28. USE OF BARRICADES,PORTABLE BARRIER RAILS,VERTICAL PANELS,AND DRUMS SHALL BE TO THE IMMEDIATE AREAS OF CONSTRUCTION WHERE A AND ARE SUBJECT TO REVISIONS.THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF
5. CONTRACTOR SHALL NOTIFY CDOT'S OFFICE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. HAZARD IS PRESENT.THESE DEVICES SHALL NOT BE STORED ALONG THE ROADWAY WITHIN THIRTY(30)FEET OF THE EDGE OF THE TRAVELED WAY THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF RAN CLOSURES.CONTRACTOR >
6. FOR OPERATIONS REQUIRING LANE CLOSURE,DRUMS SHALL BE USED. BEFORE OR AFTER USE UNLESS PROTECTED BY BARRIERS.THESE DEVICES SHALL BE REMOVED FROM THE CONSTRUCTION WORK ZONE WHEN THE SHALL CONTACT COOT AT(704)336-8348.
7. FLASHING ARROW PANELS MAY BE USED FOR DAY AND NIGHT LANE CLOSURES. ENGINEER DETERMINES THEY ARE NO LONGER NEEDED.WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS THIRTY(30)FOOT 3. NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A J Tw <
8. A HORIZONTAL ROW OF BULBS SHALL NOT BE CONSIDERED AN ACCEPTABLE CAUTION MODE OF DISPLAY. SETBACK,THE ENGINEER SHALL APPROVE ALTERNATE LOCATIONS. RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF 0
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.FOR CITY
9. ARROW PANELS SHALL BE LOCATED ON THE SHOULDER(PAVED OR UNPAVED)EXCEPT FOR TEMPORARY RIGHT LANE CLOSURE WHERE NO 29. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK ANY VEHICLES OR CONSTRUCTION EQUIPMENT DURING PERIODS OF INACTIVITY,WITHIN THIRTY OF CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT(704)336-3888.
SHOULDER EXISTS.WHEN THE ARROW PANEL MUST BE PLACED IN THE CLOSED LANE,IT SHALL BE LOCATED JUST BEHIND THE TAPER CREATED BY (30)FEET OF THE EDGE OF PAVEMENT WHEN THE LANE IS OPEN TO TRAFFIC,UNLESS PROTECTED BY BARRIERS INSTALLED FOR OTHER PURPOSES. 4. SIDEWALK WITHIN THE CITVS R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR
Q Q
THE CHANNELIZING DEVICES. PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED TO BE PARKED WITHIN THIRTY(30)FEET OF AN OPEN TRAFFIC LANE AT ANY TIME UNLESS STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH AWAY AS TO MINIMIZE THE DURATION OF THE N
10. THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES IN TAPER OR TRANSITION AREAS SHOULD BE EQUAL IN FEET TO THE POSTED SPEED PROTECTED AS DESCRIBED ABOVE.WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS THIRTY(30)FOOT SETBACK,THE ENGINEER SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE EL
LIMIT. SHALL APPROVE ALTERNATE LOCATIONS. SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL. L•�
11. THE MAXIMUM SPACING BETWEEN CHANNELIZATION DEVICES THROUGH THE WORK AREA SHALL BE APPROXIMATELY EQUAL IN FEET TO TWO(2)TIMES 30. CONTRACTOR SHALL WORK ON ONLY ONE SIDE OF THE ROADWAY AT A TIME UNLESS APPROVED IN WRITING BY CDOT.CONTRACTOR SHALL 5. CONSTRUCTION STAGING WITHIN CITY RNJ LASTING MORE THAN 30 DAYS REQUIRES A RAN LEASE ` >
THE POSTED SPEED LIMIT. COORDINATE ALL SEQUENCE OF CONSTRUCTION AND MAINTENANCE OF TRAFFIC OPERATIONS WITH THE CHARLOTTE DEPARTMENT OF AGREEMENT.CONTRACTOR SHALL CONTACT COOT AT(704)336-8348. 1
12. SIGN NO.W20-7A(FLAGGER AHEAD)SHALL BE DISPLAYED ONLY WHEN FLAGGER IS PRESENT. TRANSPORTATION(CDOT).MAINTENANCE OF TRAFFIC OPERATIONS IN THIS AREA IS SUBJECT TO REVIEW AND APPROVAL BY CDOT. 6. DEVELOPER TO CONTACT COOT(STEPHEN BOLT,704-432-5561)DURING SITE PLAN PREPARATION TO 7
13. FLAGGERS SHALL USE STOP/SLOW PADDLE TO DIRECT TRAFFIC(SEE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,PART 6,SECTION 6F-2 31. CONTRACTOR SHALL REMOVE,SUPPLEMENT AND/OR ADJUST TRAFFIC CONTROL SIGNS AND DEVICES AS NECESSARY AND AS DIRECTED BY THE DISCUSS STREET LIGHTING REQUIREMENTS,IF ANY,FOR THIS PROJECT.COORDINATE WITH DUKE ENERGY L
THRU 6F-5). ENGINEER AND/OR CDOT. AND COOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR 1 1
INSTALLATION. 1
14. FOR TAPER LENGTHS(L)AND STOPPING SIGHT DISTANCE,SEE WATCH MANUAL 32. CONTRACTOR SHALL COORDINATE ALL WORK AND MAINTENANCE OF TRAFFIC WITH ANY AND ALL ADJOINING CONTRACTORS,PROJECTS,AND/OR 7. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,15. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS BY THE END OF EACH WORKDAY. UTILITIES. 704-336-7086)TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE 0
16. ANY SIGNS PLACED ON PAVEMENT SHALL BE PORTABLE MOUNTED,UNLESS OTHERWISE DIRECTED BY THE PLANS OR THE ENGINEER. 33. CONTRACTOR SHALL MAINTAIN ADEQUATE INGRESS AND EGRESS TO ALL PROPERTIES IN THE PROJECT AREA AT ALL TIMES. REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
17. SEE THE TRAFFIC CONTROL PLAN FOR ADDITIONAL DETAILS OF PAVEMENT MARKINGS. 34. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT CONSTRUCTION DEBRIS,DIRT,MUD,ETC.,IS NOT TRACKED ONTO THE EXISTING RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER
18. AT THE END OF EACH WORKDAY,CONTRACTOR SHALL RE-GRADE OR SHAPE ANY CONSTRUCTION AREA ADJACENT TO AN OPEN TRAVEL LANE SUCH TRAVEL WAY,OR ONTO ANY LANE OPEN TO TRAFFIC.SHOULD DEBRIS,MUD,ETC.,ACCUMULATE ON AN OPEN TRAVEL WAY,CONTRACTOR SHALL
THAT THE ELEVATION OF THE CONSTRUCTION AREA IS NO MORE THAN 2"ABOVE OR BELOW THE ELEVATION OF THE ADJACENT TRAVEL WAY. IMMEDIATELY TAKE STEPS TO REMOVE SAID DEBRIS,MUD,ETC.
19. ALL DIMENSIONING SHOWN ARE APPROXIMATE. 35. CONTRACTOR SHALL ROUTINELY INSPECT ALL TRAFFIC CONTROL DEVICES,SIGNS,MARKINGS,ETC.,AND REPAIR OR REPLACE AS NECESSARY.
20. TEMPORARY LANE CLOSURES FOR CONSTRUCTION OF WIDENING AREAS AND RESURFACING SHALL BE IN ACCORDANCE WITH WATCH MANUAL 36. CONSTRUCTION SIGNS SHALL BE FURNISHED BY THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING AND MAINTAINING SIGNS IN TRAFFIC
21. PAINT MAY BE USED FOR TEMPORARY MARKINGS IN ACCORDANCE WITH CDOT STANDARDS. ACCORDANCE WITH CDOT SPECIFICATIONS.
22. THIS TRAFFIC CONTROL PLAN IS TO SERVE AS A GUIDE ONLY.OTHER SIGNS MAY BE REQUIRED DURING CONSTRUCTION AS REQUIRED BY CDOT. CONTROL
23. ANY EXISTING CONFLICTING MARKINGS SHALL BE REMOVED PRIOR TO SHIFTING TRAFFIC.
NOTES
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DIAGRAM 9 O. "',,•.'IA
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S 1I PADING/30a 35 u. ® WORK AREA
' QSFKONOO-AOM.H.OR..A. Date: 11/25/19
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U
S. o' 30' 60' 120' Date: 11/25/19
REVISIONS: SCALE:1"=30' Project Number: 18021
No. Date By Description
Sheet Number:
L-404
SHEET# 21 OF 29

(1)a ) aa
STEEL POST 6'MAX. STEEL POST ..S'6 G
1. UNIFORMLY GRADE A SHALLOW �` #5 OR#57 p
DEPRESSION APPROACHING THE NCDOT
INLET. 11111111 WASHED STONE L er.Z
YJ� 7 Y
BAFFLE(TYP. O O
T , PLAN VIEW NOTES: .ovr.•v.00000000000000000❖.0000❖.0000❖.0000❖.0000❖.000<:.. r:Ss' ts-Au HARDWARE CLOTH BAFFLE(TYP.) S Otti�1.•.,tt,..❖.,tt,..❖.,tt,..❖.•.,t,..❖.•.,t,.�.❖.•.,t,.�.❖.•.,t,.�.❖.•.,.;•. - FILTER FaeRIC 2. DRIVE 5-FOOT STEEL POSTS 2 FEET I I I I I I I I I G GE D E CLO h P
SEDIMENT BASIN 0 I ✓S{•�����%' INTO THE GROUND SURROUNDING MESH OPENINGS
DESIGN CRITERIA �I I. REFER TO NCESCPDM WOVEN FILTER FABRIC %:SK 4 S B� I •, - (}- ) 0 O ar
SECTION#661 FOR :' •.ogee\t,• ••• ••• { '!tt.�s*�,�� R eE THE INLET.SPACE POSTS EVENLY -- "-
E
'P ADDITIONAL DESIGN I�••• •0 tI Q �OO� A•s�s AROUND THE PERIMETER OF THE i 0
DRAINAGE _ ( " LF"clH SPECIFICATIONS REGARDING -:,�.���, P. - , :UT IFS° INLET,A MAXIMUM OF 4 FEET APART. ,^
AREA >10 AC. SEDIMENT BASINS. _ I- 4' MAX, . V
(ACRES) <100 AC. 3. SURROUND THE POSTS WITH WIRE
" 2 REFER TO STD#30 19 ( II-�r2r -II-r2r II-LE2r �=L II �pT-�TTT R - W
FOR BAFFLE SPACING AND L III-III III -I III III -I III III III=III III III-III= ll == MESH HARDWARE CLOTH.SECURE
10' �II -fff- fff- fff- off- I f)= THE WIRE MESH TO THE STEEL
MIN. MIN. INSTALLATION.
11'-"'-11 �- �-�1y I -f' I'I POSTS AT THE TOP,MIDDLE,AND }y��/��J
LENGTH TO INFLOW �Ilmlll- llj- Qf SKIRT; r
<IK/OWIDTH RATIO 2:1 I ' 'I" 3. FIRST RUCTEE IS TU BE �II� �' ANCHOR SKI OF THE PLACING A UNFOOT FLAP _ - C� .
f� ARC. CONSTRUCTED OF RIP-RAP. -Tp EXCAVATE OF THE WIRE MESH UNDER THE �A
* F. WITH A MN HEIGHT OF 3' TRENCH GRAVEL FOR ANCHORING IS N -
i I AND MN.TOPw DTH OF 2'. COMPACT
A, RECOMMENDED.
MAX. i ffelfge 4 .... =- - C.FNFRAI NOTES: EMU- ,,,
LENGTH TO 6;1 - 1_ # . RASHBOARD RISER NOT - � Y 2'a 4. PLACE CLEAN GRAVEL(NC DOT#5 .....-..:........-....:.:':.•.: '
WIDTH RATIO RISER PERMITTED FOR USE N 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FORA PERIOD OF V
�4" THE CITY OF CHARLOTTE MORE THAN 30 DAYS. OR#57 STONE)ON A 2:1 SLOPE 1 N
L SKIMMER 5 SKIMMER INVERT ELEVATION WITH A HEIGHT OF 16 INCHES f a:k v'tiJ 4 UN S W
MIN. 1800 AVERAGE AROUND THE WIRE,AND SMOOTH TON
VOLUME (CU.FT. AREA. DEWATERING BASIN BOTTOM+t' 2. STEEL POSTS SHALL BE 5'-0'IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL g,1,� -,-p4.6.•• �,N
AN EVEN GRADE.
..., 16' MIN.
REQUIRED PER AC. WIDTH LENGTH 0: MIN.
DEVICE - - ---- -- V Q Z
DISTURBED) - 6. H-SPILLWAY ELEVATION 3. TURN SILT FENCE UP SLOPE AT ENDS. MAINTENANCE NOTES: 5. ONCE THE CONTRIBUTING DRAINAGE Z y
AREA OF BASIN WATER If'). -SKIMMER INVERT AREA HAS BEEN STABILIZED,REMOVE 4 ,, 2 4S'' L=20' 200
SURFACE AT TOP OF PRIMARY ELEVATION I
SPILLWAY �� MIN. 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY ACCUMULATED SEDIMENT,AND <
435 ADJACENT TO SWIM BUFFERS,STREAMS OR WETLANDS (REFER TO SWIM BUFFER OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING ESTABLISH FINAL GRADING - tp
SURFACE (SQ.FT. GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDMTELY. ELEVATIONS. IK N]
AREA PER CFS ` ENWRONMENTALLY SENSITIVE AREAS. NCDOT#5 OR#57 V REQUIRED 010) 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 6. COMPACT THE AREA PROPERLY AND WASHED STONE- --
n V
L CROSS-SECTION VIEW EE NOTE#3 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. OF THE EXPECTED USABLE UFE AND THE BARRIER STILL IS NECESSARY,THE STABILIZED IT WITH GROUNDCOVER. FILTERED
1' FREEBOARD W FABRIC SHALL BE REPLACED PROMPTLY. WATER
6"MAX. DEPTH OF FLOW 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA COER EMERGENCY SPILLWAY EMBANKMENT EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF \/J
INFLOW \ MIN.1' T THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
PRIMARY SPILLWAY(RISER) 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS,ETCHES,WATERWAYS OR OTHER AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
2'MIN.
BAFFLES AREAS OF CONCENTRATED FLOW. EXISTING GRADE.PREPARED AND SEEDED.
DEWATERING ; rl. Z
ZONE - '=��rr�'�rr= - - H EMERGENCY 4 TEMPORARY SILT FENCE g HARDWARE CLOTH AND GRAVEL INLET PROTECTION
FILTER FABRIC �I"I' I 1 SPILLWAY _ I
""-•� �� L 500 NOT TO SCALE CLDSM#30.06A L-500 SCALE: NTS CLDSM#30.09 J
CLEANOUT } (s xuw.)
DEPTH J ANTI-SEEP
(6/2) : ` MOUND RIP-RAP AS PEDESTAL COLLAR NOT TO SCALE /�
DATA BLOCK (OR APPROVED EQUIVALENT) 100 MIN. V J
BASIN DIENAAGE DENUDED
D BASIN Q. REQUIRED VOLUME BASIN PROVIDED REQUIRED RFACE AREA PROVIDED DEPTH"(FT.) (FEET) (FEET) (FEET) (FEET) (FEET) SKIMMER
ORIFICE
ER (FAIRCLOTH SKIMMER) NOTE: -[ PUBLIC STREET Q w
(ACRES) (ACRES) (CUBIC FT.)(CUBIC FT.) (SQ Fr.) (SQ Fr.) H/2 DIAMETER DIAMETER --- 1
#1 3.3 2.0 16.2 5,940 12,200 5278 5,300 2.0 4.0 6.5 20 1.5 8 2.5" 2.0" 1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. - J /�/ U
FILL SLOPE 2.SILT FENCE MAY BE REQUIRED BEHIND BERM I- _ III " LJ-
(@746.0) EXISTING GROUNDIII-II-II-II-II-III SOIL STABILIZATION FABRIC w^ TO
-III-III-' UNDER 2-3"OF WASHED STONE LL =
2'MIN COMPACTED BERM EX.CONC. LLJ
100 MIN. DRIVEWAY APRON 1 J
FINIS SILT FENCE BACK WITH SOFECURB WALK AT r/
SKIMMER SEDIMENT BASIN NATURALte (SEE NOTE 2) (IF RETAINED DURING C' O \/
1 ND -_ %t ,'f CONSTRUCTION. \ CI-
L-500 NOT TO SCALE CLDSM#30.03A = _ � w r n J w
ARPA ASSEMBLY / e ' WIDTH AND
NqT •t' �" a ` 0
DEPTH TO BE DESIGNED Uq GRONNp •
• . 7 - e > !,
m V
•� ^ BY ENGINEER(1'MIN) >
x x�x"xx1 y III( C"ENCLOSURE LLI Q
l\IUI ISISISIVII"l 5 TEMPORARY DIVERSION DITCH 2 0
% 1111 WATER ENTRY UNIT L-500 NOT TO SCALE CLDSM#30.05 NOTES. Q
PERSPECTIVE VIEW 1. A STABILIZED ENTRANCE PAD OF 2-3"OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER w'
OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. I:
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. H /
PVC VENT SCHEDULE 40
PVC ELBOW PIPE PVC PIPE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
PVC END CAP GENERAL NOTES: OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR
I CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. 4. ANY SEDIMENT SFILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.ANY AGGREGATE LI I
-■.I, r.• WATER SURFACE y �EMIMMEEk 2. CHECK DAMS MAY BE USTr1,170,,PING DITCHES TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
AIMEM=1ME�, = �EE� v
11101'SI D' PVC END CAP •� `U OR CHANNELS TO SLOW OOR TO CREATE 5. WHEN APPROPRIATE,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TA ENTERING A PUBLIC STREET.WHEN WASHING IS
` SEDIMENT TRAPS. _6 REQUIRED,IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIBENT BASIN SEE
3. ENSURE THAT MAXIMUM SBETWEEN DAMS PLACES THE M 0 5 WASHED STORK STD.NO.30.11 B.
PVC PIPE 9 TOE OF THE UPSTREAM D HE SAME ELEVATION AS THE 6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(STD.10.24&10.25)TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS
1/2"HOLES IN N. DOWNSTREAM DAM (SEE BELOW). 2 --_ ON A THOROUGHFARE,OR ON ANY STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
UNDERSIDE 1 ..,ate _
ORIFICE
PVC TEE vENGZC1�5 PVC TEE PLATE CLASS B RIP RAP- �Y�K� gM ROW AT CENTER FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH)FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
A MAXIAc1NG +_......;;.; 9STABILIZED CONSTRUCTION ENTRANCEDETAILS
FLEXIBLE =1JllaIBHDSE SCHEDULE 40 II luI I _ 4'To 6' _
PVC PIPE• 111111111`\\\,` OIII�I_III_I6III_IIR \L-500/ NOT TO SCALE
A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION v NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
END VIEW FRONT VIEW ,-6•M(ry. 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL,MARCH 2000. 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
-- _ THE DIRECTION OF THE ENGINEER. `,,MITI,,,,,,,,
"H'REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. 7 R =10- 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. �1 CA/Z�ot
Nnil _ HOOD 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR :�OQ- pveA ,T��iP
-= 6 R U AIR BASIS(NOT BE MORE THAN HALF FULL AT ANY TIME). ` :..Y y
S.
2 SKIMMER p=nT1_F,==;!,;3`;^N'_'„"_'iJ GRATE / 6 RFILTER OADS.BAGS SHALL NOT BE ALLOWED IN EXISTING CI OR NCDOT _*
,_ = II
1 C-253 Asa=
L-500 NOT TO SCALE CLDSM#30.02B 'a
oLET ZONE'AT PLAN
F suRFaCE AREA '�11. .....
OF SURFACE 2AREa GRATE \ „DESIGN" ,, ,
INLET ZONE �ti,
RFACE
EXPANSION /,,,,,���,,,,,���
INLETOF ZONE ARu GENERAL NOTES: RESTRAINT `` 1"REPAR FOR BAG
_� DRIVE 5•STEEL POST AT LEAST 6
TEMPORARY ROCK CHECK DAM �r\
REMOVAL FROM INLET
OFTSJUT ZONE 15z 24 INTO SOLID GROUND. ' / Sz CA
RFACE AREa L-500 NOT TO SCALE CLDSM#30.10 D0
2. USE STAPLES 1'APART N ` ' N \� O P�.1DS�N.
F 1#I DDEFL ON REX.EMAINTAINEDEN tB y:.7 HORIZONTALLY AND VERTICALLY FILTER BAG�v \ O
\(n 1 TO ATTACH THE FILTER FABRIC :*¢ �:*:
j#II �� TO THE WIRE FENCE. STREETS. - 957 -
Illi'I / DUMP LOOP ��:r S:Z-
1%�I%I// sj`i #I X DEFLECTOR SHALL BE '171 y:A?
I#/III/, #/I// F1jI'l 3. MINIMUM BAFFLE SPACING IS 10'. PLACED SUCH THAT IT WILL `O p3'fps
F W Ijj/lI0 OOP%I'0 III�I I' 4. THE FLOOR OF THE BASIN IN STEEL POST 4 MAX' _ STEEL POST D NOT COMPLETELY OBSTRUCT G<.� ^p
L0 I#//I� , / II III/ X HARDWARE CLOTH N ' STORM WATER FLOW FROM j'` ♦ 11,y�i
it* THE OUTLET ZONE AND BERMS IRE FENCING I' WASHED STONE HARDWARE CLOTH ENTERING VIA THE CURB
AA',Iil� I#lil I�, W ...
,/I511/ #I I// 0II I I SHOULD BE SEEDED (IF APPLICABLE) (NCDOT#5 OR BETWEEN POSTS WASHED STONE p OPENING.ENSURE NO MORE
f�`�,Iff" II I1/ ##pl��l I.' IMMEDIATELY AFTER THE BASIN �I,I'l #57) COVERED BY STOtII (NCDOT#5 OR .. p CATCH BASIP'-� THAN 259,OF CURB
/ �a#„I I/I III IS CONSTRUCTED. � #57) O n OPENING IS OBSTRUCTED.
�,�/ �. !� WOVEN FILTER FABRIC WiPn , CORPORATE CERTIFICATIONS
/ I�l� .: } 5. REFER TO NCESCPDM SECTION >% n OUTLET NC PE:C-2330 NC LA:C-253
f '1X #6.65 FOR ADDITIONAL • SC ENG:NO.3599 SC LA:NO.211
_1 / ',11'' �AWL,:�. SPECIFIATIONS. • - --
r / / v. li t, n m40°. I IIEIII III�II II II III III III IIIIII III II 111 6Y'[I I,
o �r, H II III III 11 1 111m11 11E111 III 1 He II 11n1
/ a d II ll ����W ° 1 1 11 1 1i=1 ° 11 ° 1 Ill SECTION Project Manager: MDL
{Y -0 0'u 1=11At II =11-II II -I II -II II III=11 II III III- ANCHOR SKIRT:
\\\ _o T�� ,L JI 111ll11II Ili 11 1 _= 1 ll 1L=1 11 11 -li -Ill L� ExcnvATE
Q#T u_,,�Il_iITIL 11f1111-TI lu_ -111-LII TRENCH AND NSTAL ATION
i CI./ - - COMPACT Drawn By: SCJ
X
BACKFILL
°•MAX.SPACING X_X/ CATCH BASIN INLET PROTECTION
U
'❑ (TYPIcu) GENERAL NOTES: MAINTENANCE NOTES: 10 Checked By: MDL
S s STEEL POST NOT TO SCALE
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE L-500 CLDSM#30.15
mI. NO TALLER THAN 18 INCHES. PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
DAILY DURING PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE Date: 11/25/19
v FLOW ,� 2.HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING MADE IMMEDIATELY.
APPROPRIATE ANCHORS.HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 8-X 5-TRENCH 12 INCHES IN LENGTH AND BACK FILLED PROPERLY AS SHOWN IN ABOVE DETAIL. 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS
- BKCKFLL AND COMPACT HARDWARE CLOTH TO BE SAME AS STD.#30.09(19 GAUGE, 1/4"SPACING). CLOGGED OR REMOVED F. Project Number: 18021
FENCE AND FABRIC
K BURIED IN TRENCH , 3.POSTS SHALL BE NO MORE THAN 4 FEET APART. 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF REVISIONS:
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN No. Date By Description
w I1l-I1- Ili 4.SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO
2 II�1 -- n AT THE DIRECTION OF THE INSPECTOR. CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED. Sheet Number:
IIL
5 ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
1
3 BAFFLE INSTALLATION STONE OPENING IN SILT FENCE L-500
4. L-500 NOT TO SCALE CLDSM#30.19 L-500 NOT TO SCALE CLDSM#30.06
SHEET# 22 OF29

t.ow B- a
1/B" GENERAL NOTES: V/a
a __
DRIVEWAY WIDTH VARIES
v 1. A GROOVE JOINT 1"DEEP WITH 1/8"RADII SHALL BE REQUIRED IN THE CONCRETE NOTES: ❑
...'";.;._::."..'.:V SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
1 OP OF CONCRETE CURB ALL CONCRETE TO BE 3600 PSI B� 1 �Q 00 INTERVALS OF NOT MORE THAN 45'AND MATCHING EXPANSION/CONSTRUCTION JOINT IN BACK OF CURB 0.
ADJACENT CURB.A SEALED 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THE DETECTABLE WARNING UP TO 7.5%(8.33%MAX) 1/2"EXPANSION JOINT 2.ALL CURB OR CURB AND GUTTER AND SIDEWALKS ARE 0 y
Y. SIDEWALK JOINS ANY RIGID STRUCTURE. SEE DETAIL 10.35B TO BE REMOVED TO THE NEAREST JOINT BEYOND NEW N= c'' 1 g
4^ CONSTRUCTION OR CUT WITH A SAW AND REMOVED. �1/2"EXP JOINT 1/2"EXP.JOINT O
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"THICK ' MIN. _ O
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH • ` SAW Cur OR JOINT TO BE PERPENDICULAR TO EDGE ID ..
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE COOT. k6• sx T w,1 OF EXISTING PAVEMENT.SEE STD.No.1o.n FOR /, ?i
JOINT DETAIL. V
4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL " v� O C W
STREET SECTION,A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT A MATCH �4'•VARIES 4"
3.ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY GROOVE JOINT
INTERSECTING STREETS. REGULATIONS AND NC00T REQUIREMENTS FOR SPACING, PLANTING STRIP•
�� SIDEWALK WIDTH 2"TO 5.0' 6" ` GROOVE 1„�^-
SIGHT DISTANCE AND OFFSETS FROM PROPERTY (VARIES) , J
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. (5' MIN) IF THERE IS AN JOINT OR
GROOVE JOINT IN SIDEWALK 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL , DETECTABLE WARNING INTERSECTING LINES AND INTERSECTIONS. CONSTRUCTION- a'-0"MIN. PUNTING STRIP �.� O
�xx 2'MIN.WIDTH IN RAMP,A TURNING `« JOINT (VARIES)
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. - SEE GUTTER 4,"A"BREAKOVER SHALL BE 8%OR LESS A` N ~
RADIUS`,. 7 DETAIL BELOW DIRECTION OF SPACE/LANDING IS A co //�1�
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY PEDESTRIAN TRAVEL REQUIRED WITH (A=ALGEBRAIC DIFFERENCE). « y/ VI .-
ENGINEER. . . VARIES. III II IIII II II ua lull w
• • • 1.5%(2%MAX.) 5. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES
8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION CONCRETE SECTION A-A CROSS SLOPE AND TAPER CURB DEPTH TO MEET DRIVEWAY
`� Jp „ ,�
RESULTS IN A MAXIMUM OF 1/4"FROM FLUSH. . SIDEWALK (OR RUNNING SLOPE EXCEEDING WHAT ARE SHOWN. 1 1/2"EXP.JOINT 6 N
4
TURNING SPACE 6. **PER NC IFC SECTION D103.2,FIRE APPARATUS ACCESS 1/2"EXP. I� _ pRIVEWAV WIDTH VARIES _ 6
T
)
EX TH ROE CROSMENION PLAN INTERSECTING _ Iwrorsx u r•sx uAx.RAMP°LOCATI°EFOGFAOF ROADS SHALL LOT OUCEED 10 PCEDEFL S WIDTE. JOINT 4-0 (BPLAN SEE EV VIEW 4-0� Q Z
1/8"RADIUS - = = III
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: RAMP) ON 7. JOINT MATERIAL SHOULD BE PLACED FLUSH WITH CONCRETE.
24
1 1/8•TO I/4 q PAVEMENT ,{L.!
3" 1569. �� ELEvnTIOry w J t
5' 1" 1.67% OP TO 7.5% 1/2"EXPANSION JOINT(TYP.)
6' 1-�" 1.56% (6.33% MAX) 1.-N" TOP OF CURB 0. DRIVEWAY WIDTH VARIES 4._0. D_, tg
q" 8' 1 1.56% SLOPE(INCLUDES /// -CONSTRUCTION JOINT(TYP.) (SEE TABLE) III - L
DETECTABLE / 5% TOP MATCH 2'-6' i5-. TOP OF CURB V 1.V
WARNING) (2.0 a)\ RAMP SLOPE r
1 \ R6" CURB AND GUTTER
2'-6" CURB AND GUTTER RAMP DETAIL f
1/2"EXPANSION JOINT ,. �1 MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT RAMPS SECTION A - A
I JOINT FILLER / H
« VARIES /
2' TO / , I� ("A"SEE NOTE 4) v�1ES'
1/2" R6' 1.5% (2.04' NOTES' I
1.50%(2.00%MAX.) __ +149>>'«
TRANSVERSE EXPANSION - _ 1. USE THIS METAL ONLY UNDER THE FOLLOWING CIRCUMSTANCES: DRIVEWAY WIDTH l 6"� 4'-0"MIN. 5•-0"MIN •A"
J 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS �I +6% CD 0
JOINT N SIDEWALK �� -J • 6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS DRIVEWAY TYPE MINIMUM MAXIMUM r 1p%_MAX A" («*SEE NOTE 6)
PROPOSED CURB&GUTTER • 3-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS L -2% -69.
CURB HEIGHT I
VARIES 0"TO 6" 2. DIRECTIONAL RAMPS MAY BE USED WHEN AN B-FOOT PLANTING STRIP IS PROVIDED. DO LOCAL/COLLECTOR 10' 30' .' � ' a 1 "9" w _, 1
NOT USE THIS METAL IF THERE IS HARDSCAPE INSTEAD OF A PLANTING STRIP.
PROPOSED 4"CONCRETE SIDEWALK r�2'-6"---�{ '3R
THOROUGHFARE' 15' 30' fS,
DETAILS SHOWING EXPANSION JOINTS 3. ALL CONCRETE SHALL BE AT LEAST 3600 PS. n-o o-o
PERSPECTIVE 4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION. •MUST PROVIDE ON-SITE TURNAROUND / w w
IN CONCRETE SIDEWALK SECTION B - B C\I
THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS.I NOT TO SCALE J I- C
J_ W -`Z O
DIRECTIONAL ACCESSIBLE RAMP RESIDENTIAL DROP CURB TYPE I > LI_ W }
1 CONCRETE SIDEWALKS DETAIL 4 WITH SMALL/MEDIUM CURB RADII DRIVEWAY WITH PLANTING STRIP 0 w
L-501 SCALE: NTS CLDSM#10.22 L-501 NOT TO SCALE 8 CLDSM#11.19B CL 0
CLDSM#10.40A L-501 (2'-6" CURB AND GUTTER) NOT TO SCALE Q O 1i
1/8"RADIUS T w
H J j1/2"RADIUS r-6" 3"RADIUS 3'1/2•RADIUS �5 3'RADIUS 7
1 1 �T
. 1 �, ^ � 1/a'RAlus /B•RADIUS W \ 1
1/6"RADIUS T .
r r1 L=10 FEET IN LONGITUDINAL SECTION / 0
r SURFACE COURSE -L/4 L/4 L/4 L/4--
1-- Q
• m �- a I 1" SF9.5B (FINAL LIFT TO BE APPLIED -I< > 0
2-6• AFTER SUBSTANTIAL COMPLETION OF m _
1-6 BUILDING CONSTRUCTION, UNLESS m
STANDARD 2'-6" CURB AND GUTTER u A yB yC m BACK OF CURB /
1'-6" STANDARD CURB AND GUTTER 1'-O" RIBBON CURB DIRECTED OTHERWISE BY OWNER) I _ I
INTERMEDIATE COURSE f - _ - I: J
1 1 2" S9.5B, SF9.5B >
25"RADIUS IM./////////////////id _'� o
JOINT SEALER 1/8•RADIUS(TYPICAL) BASE COURSE
6= r� S rS-rS �r r FACE OF CURB] I z
AAVAV,AAAVA AAVA�A�A 8" COMPACTED AGGREGATE BASE I }
e RADws• `���� \//\\//\\\\//\\�\\'�C�\\j�\�( COURSE, OR 4" BCBC TYPE B25.OBS �'4 -B -C LLIP OF GUTTER/EDP ' `
v
' COMPACTED
A SUBGRADE
NOTES: PLAN VIEW
1. THIS DETAIL DOES NOT APPLY TO ANY PAVING WITHIN PUBLIC STREET RIGHT OF WAY.
JOINT FILLER 7 I/O"
2'-0" VALLEY GUTTER TRANSVERSE EXPANSION JOINT
5 STANDARD ASPHALT
NOTES: 8 3/4"I.-
L-501 SCALE:NTS DETAILS
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED.JOINT SPACING MAY BE ALTERED : ' - -)fs :=1. , - I.
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. I 2'-4 1/2• 2•_3•• I-L-2'-1 1/2"
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. 6.0" CONCRETE SECTION A-A SECTION B-B
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. 3,600 PSI MIN. ®28 DAYS
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
1u1C12 ATT22i
#4 BARS ®12" O.C. EA. WAY �,,, Rp'':,,
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. Q- � ,
(3" MIN. FROM BOTTOM) O ; °E 4'`,4.ti
6. TOP 6"OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%STANDARD PROCTOR DENSITY. .2:' .7
• ZIONIM s*1 C-253 ` A g
/ • • • .• .• .••••••••••�1' 4" COMPACTED ABC STONE
2 CURB AND GUTTER RaiR.aiRaRalt .:a.:altaiRa 9 CURB TRANSITION
L-501 NOT TO SCALE MODIFIED CLDSM#10.17A&C EIII-III-III-III-III-III-III-III-III COMPACTED SUBGRADE L-501 SCALE: NTS CLDSM 10.19 DEg�gTcg"'p��`,,`
I I-1 I I=III=1 I I-III-I I I-III-I I I-II I-I '''ZI TTTT111,
0.65" (1.6"TO 2.4")
00000000000000000000000 A1uTMuu12,
O 0000000000000000000000 ?�NCAR0°',
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .O::.P 9/5'�(.��
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 CONCRETE PAVEMENT-DUMPSTER PAD � :p �...�=
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 `1=�� SCALE:NT$ M "0 2
CONTRACTION JOINT *W 9./ *_
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ••)1E"
� L-501 SEE STD. 10.178 GENERAL NOTES �y:sue Y 4O`
BACK OF CURB '.r ,_:
c.
O 0000000000000000000000
n O24•)0000000000000000000000o O0 / ;��,',,� 1o3'y �
•/ . AND
II\\11 yam.......P u�s--,9
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 ` 2'-6"CURB ANOIGUTTER I��
2'-0"VALLEY AND GUTTER
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
_ LIP OF GUTTER/EDGE OF PAVEMENT 1 CORPORATE CERTIFICATIONS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m
O O O O - -- NC PE:C-2930 NCLA:C-253
Vj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SC ENG:NO.3599 SC LA:N0.211
-- _
F _
10'-0•
O 4'-0"MIN.WIDTH COVERED WITH DETECTABLE WARNING MAT @ @ @ @ ¶P NOTES: Project Manager: MDL
N (MATCH WIDTH OF RAMP) E. 1.THE MAXIMUM HEIGHT OF ANY
DETACHED LIGHTING FIXTURES NOTES:
o S TRUNCATED DOME PLAN VIEW ERECTED ON THE SITE SHALL NOT 1. TRANSITION TO BE ALONG BACK OF CURB. PLAN VIEW Drawn By: SCJ
EXCEED 16 FEET MAX.
2.ALL FREESTANDING LIGHTING
NOTES:
U 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING Q FIXTURES INSTALLED WITHIN THE SITE CURB TRANSITION 2�-6T�CURB AND GUTTER TO 2'-0"CURB AND GUTTER
O EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER.RETROFIT MATS WILL ONLY BE ALLOWED ON . SHALL BE SHIELDED WITH FULL 1 0 Checked By: MDL
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION(IE. CUT-OFF FIXTURES,CAPPED,AND
S. RESURFACING). DOWNWARDLY DIRECTED. L-501 NOT TO SCALE CLDSM#10.20
N 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH,BUT NOT LESS THAN 3.WALL-PAK LIGHTING WILL BE 11
iliy THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. PROHIBITED THROUGHOUT THE SITE. Date: 11�25�19
3 DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. 50%-65%OF BASE DIAMETER
4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. 4.DEVELOPER RESERVES THE RIGHT TO
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR ADJUST STYLE OF POLE AND FIXTURE,
i TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING Project Number: 18021
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT,DOME % 0.2• WHILE MAINTAINING COMPLIANCE REVISIONS:
DEORIENTATION IS LESS CRITICAL. -1 WITH NOTES 1-3 ABOVE.
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER,STREET OR HIGHWAY,OR No. Date By Descriptionw PEDESTRIAN ACCESS ROUTE SURFACE;EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.ON THE TRYON STREET O.9•-1.A"
'- MALL,FRENCH GRAY IS TO BE USED. /11\ Sheet Number:
i 7. IF PAVERS ARE TO BE USED,PAVERS SHALL BE MINIMUM 8000 PS CONCRETE WITH A 2-INCH MINIMUM TRUNCATED DOME SECTION
THICKNESS,SET ON A THIN-SET MORTAR ON TOP OF 4"THICK 3600 PSI CONCRETE BASE.
5 8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
D. DIMENSIONS PER NcooT aaa.o6 TYPICAL PEDESTRIAN LIGHTING
TRUNCATED DOMES DETAIL L-501
L-501 SCALE NTS CLDSM#10.35 B L-501 NTS
SHEET# 23 OF29

NGINEERED SHOP �C^L J p p
sccABOG 0ABP�cs I..L a
DRAWINGS SHALL BE NOTES: PUN L
SUBMITTED SEPARATELY TO Ex1ST.TREE CL^Z 4 4
SAFETY D O ENGINEERING FOR 1. SCARIFY ROOT MASS OF H 4 TITER Q p p
BUILDING PERMIT
FENCE CONTAINERIZED PLANT MATERIAL 2'ON CENTER fi TH SDEWALK ON WASHED STONE
APPROVAL FOR ALL WALLS 0 Y
1 3/4"MAX. + MN Air EXP.JOINT E P.JOINT
WHERE HEIGHT IS 5'-0 2 INSTALL CONTAINERIZED PLANTS AT NOTES
TOOBOTLOM OF� = m OR GREATER. FIN SHED GRADE OF APPROVED
AI _� - 2 i O
RAIL a MULCH irrAramaziims�y�p - B 1. BRIDGING LENGTH IS A 3Y3. TAMP PLANTING MIX FIRMLY Z.x �L s� 1M �� ai®11 1 MINIMUM OF 1 LINEAR FOOT
8+ 55CONCRETE RETAINING WALL BLOCK AS PIT IS FILLED AROUND �. .� ei'V�O1QdV��`..� A OA OF BRIDGING PER INCH OF WFINISHED GRADEI �v��3 SHALL BE FROM RIDGE ROCKEACH PLANT BALL I`l��y ': jwTREE CALIPER BASED ON\ < RETAINING WALL UNITS III �H �� HICKFIELD CONDITIONS MAV BE- (RIDGE ROCK II-STRAIGHT FACED 4. OMIT COLLAR AROUND EACH SHRUB 1 C 6DEWAL%N ELONGER AS NEEDED C.�J
UNITS) WHEN IRRIGATION SYSTEM IS PRESENT. 'sr"Ti NCHPLA AROUNDIIIII III' III IIIIII IIII. ,llu� ��� •
�INp
12"DEPTH I _.� C BED SOAKEACH / RESAT'CHAIRS" A GROOVE JOINT /�
CONC.(MIN.) 5 PIT MMEDIATPLANT BALLTER AND TAMP SOL MIX UNDER
P GROOVE JOINT 2. NTHAN 4'WIDE OT TO BE USED WHEN LESS /N�� F
�;I ti_ PLANTEDGE ING BED BETWEEN SIDEWALK AND BACK W
8"DIAL.CONC. ��1-a�l INSTALLATION. PLANT MEDIA EACH iE PLANT
BALL T B OF CURB. W •w
-'� WHERE WALL HEIGHT i PLAN VIEW 0 V A V)
FOOTING(TVP. f _ ti IS 30"OR SAFETY RAIL ORTER, TYPICAL PLANTING BED DETAIL E ,II a
1_ FENCE SHALL BE EXIST.TREE III II US C N
INSTALLED AT TOP ) �,- '1"' CS )'4
OF WALL Z N Z
6"WASHED STONE(MIN.) 5 D GROOVE JOINT F .d„•
BEHIND WALL •YYy._ 4 REBAR w t
Row HEIGHT
11Y N INCHES TTT _ 12 0 K SODVALK 1
EQUALS MmN 0000 P a � �" f MOTH NFEET
TO H' �1�o . NC-� E%IST.q'THICK S - -- JOINT U t..7
A EKED 2 A4 REBAR N CENTER \ 1 1 LL E%P
MAX FNAL ♦ ♦ ♦ ♦ 1RD BnR CHARS' \ J.Y t A \ K N
SEGMENTAL OR MASONRY ay FINISHED GRADE L rGRADE �A� SIDEWALK YY IX5r a THICK SIDEWALK
•/I,_ t0'(IX) / ♦. JUAIIIIII-11 (MIN 3,1 SLOPE)BAUM, . ?F-r- .IIIIIIq IIII LIT' III IIII IIIIII IIIII [NnOvr .. -__
RETAINING WALL g O1NlOjO _
T _ r -tD'(Ex.)-� -EXISTING DUAL SPAC NG EDGNTOF SURROUND/PROTECT ROOTS PLACE WASHED MS] 11=IIII=11 II IIII-III IIIII III II II IIIII III II IIIII II IIIIII II IIIIII Imo
II IIIIII
OMPACTED GRADE BETWEEN ALL PLANTS G WITH WASHED/5]STONE STONE CAREFULLY T. �. WASHED A5]STONE CO
•II III-III BED AVOID DAMAGE TO
4"PERF.SUB-DRAT 171
_ - SUBGRADE tel- (DEPTH VARIES;ENSURE EXISTING ROOTS DO NOT COMPACT SOIL
II TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN w STONE Is PLACED IN ARE.
BEYOND ROOT ZONE.
NQIE. - - - -II- 2", NOT ON ROOTS.)
SECTION A-A SECTION B-B
CONTRACTOR TO PROVIDE PE SEALED SHOP DRANINGS OF RETAINING WALL TO SECTION ^ I 0 U
DESIGNER FOR REVIEW PRIOR TO INSTALLATION SCALE:1(2'=1'-0 \ - J
I
STRUCTURAL ENGINEER TO DETERMINE TYPE OF WALL SYSTEM TO BE USED. W
J
1 SEGMENTAL RETAINING WALL 4 SHRUB PLANTING BED 8 REINFORCED CONCRETE SIDEWALK(BRIDGING TREE ROOTS) _ co-
L-502 SCALE:NTS L-502 SCALE NTS CMLDS#40.05A L-502 SCALE NTS CLDSM#40.11 Q ULI W
NOTF`z - I..L z O
AND NYLON'HONE FROM BALL AND CANOPY 4 :► ,f1- NOTES: W I
2. SOAK ROOT B S O► i 1i4i:4• > 0- uj }
REOaeo uOIRAALLPTREES EN R.O.W. R UPON TAL�TIGN � •' -ir-ifF-`"1-"1'I-"1-"1 1. PROVIDE 6" MINIMUM 0 w
NOTES: REDu � � T��IIpfspfpf f-`M4 STONE DEPTH J
t. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
SEE APPROVED TREE < LEGAL MANNER.REMOVE EXCESSOS SOIL FROM SITE AND DISPOSE of IN n _ `.7i116.*l's*l's*'l's*l'v..'s''✓..3 2. USE #5 WASHED G/1 Q \'
PRESERVATION PUN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. S. RESEED UNMULCHm DISTURBED AREAS. ' i {' SHEET FLOW DIVERSION \ I 1i1
REQUIRED RADIUS 3. REFER TO CRY OF CHARLOTTE LANDSCAPE TREE
PROUCPON STANDARDS SECTION 01000 '/.xna slew wac wox�xr� Z,� .� .3ilak. (BERM OR DITCH) STONE AND ^ 1 W
OF TREE BARRIER FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. srai� •1
+=� z� � $ RAILROAD BALLAST �.J W
+. �‘ MIX z ~ Q
®.,ow=,..,.wNz ..�...w.4.��w.n, 'T:L �' � � � / 3. INSTALL SOIL = 0
W v STABILIZATION
�z>.�, Al '�,'�-,1� 1�`L FABRIC OR 4" w U
z9 8' COMPACTED ABC J Q
/ STONE UNDER = 0
\ ,fil mi11uu ,/ xLL""°"m vI-'1-'1-'1-'1-'1-1-"1 1 , ENTRANCE
� IIII I�I'1111
lle
n 'x IIIII III IIIII r IIIII u III_I�L.v 'j j�-d� v� 4. ANY AGGREGATE
lum a um��
t TRACKED INTO THE r: J
R .�. 'r -4+4t , 2Xz � ROADWAY MUST BE \
Fiq1Zc•�c-``� SWEPT BACK ONSITE
PLAN VIEW OF ROOT ZONE - 'l ",',,10 7%,`""'m""x ,,,,,`ALL W t ON A NIGHTLY BASIS Z
SILT FENCE ."A`*��Yj��Yj21 jam' 'r CURB
oo tr. me to "grown,bollpia burlap(B&B)prefer.. Mnmim time size.2'oo p r(meas..G oss,root inimum height. i�.�- -+s & GUTTER 5. MINIMUM LENGTH OF w
III
ONE FOOT FOR EACH 2 nz,ure npk. a`�epplrt e`k pot re<rt ppz,ono ztp g re or ope N <g ow g zeozon. 'nerect `, ` r
4
INCH OF TRUNK DIAMETER SLpk� -9 ot '.���d� ENTR'A`NGE 25f ,y. Guy
ot
OR 1/2 HEIGHT OF TREE con a eCukerpnW a v1
FORPRUNING SEEWHICHEVER IS GREATERoq q Irc zna meet Ame standard for ry to ggo Pan I, snaee one Flo g ,� INTERNATIONAL SOCIETY fi'M WIDTH Stock(ALBS 1 Trees.). 1 4'
OF ARBORICULTURE SPECS. FOR 2 CAL TREES
uH>_MaLLtli Fo ALL
TREE
STOCKANDARD FOR NURSERY (ANSI zso.t-zoa)x 18'
TREESANDSCRUBORUNDER": x S SHALL MEET qc ER(wxg[lICAN r uw. Pa u,x. pEPTx
GRAD
SHALLCUT FLUSH WITH-1
GROWTH BE
01
jr �m-te to u n
ADJACENT GRADE. NO GRUBBING
TREE LIMB :'...
3�
REMOvn1 ALLOWED UNDER DRIP LINE. I -'-
6-BARK MULCH. DETAILS
2'x4"STANDARDS+ 1"x4"RAILS 1 \-- PLACE BARK
OR ORANGE SAFETY FENCING / I MULCH AT AREAS 5 TREE PLANTING DETAIL
MAY BE USED. n - -III- I- II1-I NOT
TBPROERTED L-502 SCALE: NTS CLDSM#40.01
L� IIII II I1-III: 11-III- 9 STABILIZED CONSTRUCTION ENTRANCE SINGLE FAMILY LOT
L-502 NOT TO SCALE CLDSM#30.11C
2 TREE PROTECTION DETAIL
L-502 SCALE: NTS CLDSM#40.02
\D4- C io ;z: .vc
GENERAL NOTES: ` -*1 C-253 W:*c
N, L 9 WASHED STU .7 ilry'. a::
1. SEDIMENT SHALL BE REMOVED AND TRAP A'fCa
RESTORED TO ITS ORIGINAL DIMENSIONS =�
WHEN THE SEDIMENT HAS ACCUMULATED , 'TRH
I e TO 1/2 THE DESIGN DEPTH OF THE TRAP. A\ STORAGE ObES1G19.`"...
AREA
2. REMOVED SEDIMENT SHALL BE DEPOSITEDiiiir
u MANNER THALT ITREA WILLAND IN NOT ERODEH A 11 1; `111TCgI/t///
1 _ 11 °Q
w NOTES: 3. THE STRUCTURE SHALL BE INSPECTED BY 1 :O:�P 9,3"!.y
12 THE FINANCIALLY RESPONSIBLE PARTY OR STORAGE 1-=�IM .2.O 7'St
1. CONTRACTOR SHALL USE EXTREME CAUTION WHEN HIS AGENT AFTER EACH STORM EVENT CATCH =* w 957 *=
w WORKING NEAR EXISTING TREES. AND REPAIRS MADE AS NECESSARY. Ne- A. BASIN i�,- _;OZ v a f 2. WHERE EXISTING TREES ARE WITHIN 4'OF THE 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED '111101e= \ iy �`O 03~y Y.
PROPOSED BACK OF CURB.THE PROPOSED CURB OUT IN SUCH A MANNER THAT EROSION AND p� ,�� 1' Gp�, q
tj SHALL END A MINIMUM OF 12"FROM THE TREE'S f`'/ .,,_<, e= P � 5't9
BUTTRESS ROOTS. WATER POLLUTION ARE MINIMIZED. / 1 \ �,1' T 1l
z " 3. CONTRACTOR SHALL COORDINATE WITH THE \ �_ 5. THE SEDIMENT TRAP SHALL BE REMOVED AND .33)
) ,r,
_ INSPECTOR TO IDENTIFY TREES FOR WHICH THIS THE AREA STABILIZED WHEN THE DRAINAGE D `O,,
= u u u u u u u u u u u u u u u u u u j u uuu u u u u u u u DETAIL APPLIES PRIOR TO CONSTRUCTION NEAR BASIN HAS BEEN PROPERLY STABILIZED. \ CORPORATE CERTIFICATIONS
THE TREE S). PLAN VIEW NC PE:C-2930 NC LA:C-253
- III IIF�H II III � _ - - - - A NO TREES SHALL BE REMOVED UNLESS CLEARLY /
•), 6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE. / I 1 SC ENG:No.3599 SC LA:No.211
N III-TT L1-IU�� NII T_IIIm-II C T- III - BUTTRESS ROOTS TYP.
Q I' I ,r I�I1=111 SPECIFIED ON THE PLANS OR IDENTIFIED BY THE
2 ENGINEER.
`��I�1II FINISHED GRADE 117. Ra I -I-
N IIEt - TYPICAL INSTALLATION IN SOIL I � T j 5. AVOID FILL PLACEMENT NEAR TREE. CURB p EO Project Manager: MDL
5 m NOTES:I#4I=I I. 6"0 3000 PSI YS I-III-1 III-III= 6. FOR ADDITIONAL SPECS.,SEE SECTION 1000 PART CURB ` a /
2
CONCRETE FOOTING 03.B AND C _--- - __ -_
i TYPICAL INSTALLATION IN II.12 12 II. 2 MIu1,r - _ Drawn By:
rCONCRETE PAVEMENT 'MINA �MIN1 CATCH `SC'�
U 1 PROVIDE MATCHING GATES WITH 3, ACCEPTABLE MANUFACTURERS: - BASIN
� ACCESSIBLE LATCH.SEE SITE PLAN FORLOCATIONS AND WIDTHS. a.JERITH ORNAMENTAL FENCE c,MERCHANT
W .1 Checked By: MDL
METALS
S.
VT.
3 2 FIELD ARCHTECT&OWNIFY TRPRORTOINSTAION WITH LLATION. N' MASER-HALCOPE M344-2242 A'APPROVED EQUAL
EX ELEVATION ELEV. ATOTREE HHAND AND AT EXIST. 10 STONE INLET PROTECTION
cTON A-A . Date: 11/25/19
29-5615
www.FENCEONLINE.COM
L-502 NOT TO SCALE CLDSM#30.08 Project Number: 18021
REVISIONS:
8 SAFETY FENCE (#11 ORNAMENTAL ALUMINUM FENCE) 6 ASPHALT CURB PLACEMENT AT EXISTING TRESS No. Date By Description
L-502 SCALE: NTS L-502 SCALE NTS CLDSM#40.13 Sheet Number
L-502
SHEET# 24 OF29

a
O 6 O O
p3 VA
NOTES: V
1. CONCRETE To BE}wo P.S.I.COMPRESSIVE STRENGTH. W
P.AT ALL DRIVDPAYS.SIDEWAXS TO BE REMOVED TO THE
wDH TAPER CUB I VARIESENTRANCEI
PERPENDICUUR TO EDGE OF EXISTING PAVEMENT.SEE
EXPANSION JOINT TO ExPANSION JOINT.FROM UP OF ,,.p2 C /z IX SAINT
I'ry C •Y `Q/A/Fri B
CURB TO BOOT OF OREWALx. •_ N OR PAPERS CURB FLUSH WITHSIDEWALK OR PAwrs _ 30'MIN.TO REAR -A.
30'MIN.TO - Q G (W N 3.ALL s`µD MUST
EET REQUIREMENTS ou TS FOR
O un[s Axo CURRENT CRT DRIVEWAY ., s IaL°x nZ YaP OF PARKING PAD REAR INTERIOR WALL
IxLERSEcmns. ~.P.(B•rvulM). (c'MIxJ 13.
S N
NOTE- , , ,` aOlxr /2'EXP..IOIrrt \ TO D3•
SHALL BE e%OR LESS 4.ALGEBRAIC DIFFERENCE IN GRADE CA')eELwEEN HOPES A '.,., .(sEi rvart e) J
S.RADII MUST BE MINIMUM 8 FEET OR THE MOTH OF THE T--esu5e'W a® sFc o �=a°cli5a�cIm w�`` I ' z Q Z
PUNTING STE,WHICHEVER IS...TER.RADII GREATER"MAN THESE miNIMUMS MAY BE REOUIRED BY COOT ON A — _t_ rE 2— — . . 1.5"5-9.SB I. t'r
- 1/2'EXP.JOIN! GROOVE JOINT F — VALLEY TPE RADII ARE TO CONTINUE 0.6%� Q
THROUGH TALE SIDEWALK '�°BAND AT-GRADE cure OrP.)D B t/Y EXP.JOINT GUTTER _MVO
®6.PER NC IFC SECTION 0103.2.FIRE.PARATUS ACCESS PLAN VIEW (�.) 2% — _ I I K
Roos SHALL NOT EXCEED TO PERCENT IN GRADE. _ _ _• --- V I-V
_ "GirT.ir A �
L��' �•.' CONCRETE -w
7.Ixcxes.USED w DRIVEWAY MUST HAVE a THICKNESS aF O —(M_N' ,�oROTR s�wr��vn � (M_N r z GARAGE gr�`,�•''•
srC P(T T E V/1
8.JOINT MATERWL
BE
FLUSH WITH
PREVENT RUNO9.THE DRIVEWAY FUST RISE 6/F FROM ENTERINGmw ATHE _TER PPS�T�CONCRETE. �JII ,—F mGE of IF— ,x.o.CPR, Are _ _ (oPTlorvaL)
LINE TO 6.J B" OMPALTED SUBGRADE
BC
SECTION A-A(ALONG FI OW LINE) KING PEN n\
ALLEY WITH NORMAL CROWN
„-0 U' U
P STRIP(BEYOND) 6" DIA. STEEL
rvc sm ('a'SEE NOTE a) D4•
r DRIVEWAY DIMENSIONS ' MOTH VARIESf FROM EDGE OF WALK �NR� NOTES: POST FOR GATES- PRIME&PAINT
MIrv. 5'(MIN)SIDEWALK— . .A. ,T4x•" A I
OPERATION/RADIUS t T--2 B. •�., ,-'.-• '• .0(z.o=MAX)
-G�i 2. STORM�DRNNAGE(NOT
MINIMUM MAXIMUM -1 1. COMPACTED TO PUBLIC STREET STANDARDS. w J
Mnx (^SEE NOTE e) 2 ADD 6" DIA. STEEL POST
e-Tz n.RANI M. M' r PARKING PAD, SHOWN)SHALL BE PROVIDED AS NECES54RT. TO PREVENT GATE FROM SWINGING � //�
Tin. II LS ZS Vq0,,,,, 3. ALLELS SHALL BE CONSIDERED PRIVATE EASEMENTS AND WILL NOT PAST 9O' V J W
- VALLEY GUTTER OR BE ACCEPTED FOR MNNTENANCE BY THE UN OF CHARLOTTE. 6X6 WOOD POST W
B-TZ n.wpI GE SECTION A-B t'-U"CONCRETE STRIP 4. DRNEWATS SMELL BE SEPARATED BY AT LEAST 5 FEET,OR GREATER SIDING' TO MATCH TOWNHOMES
IF REQUIRED Br PLANNING(LOT SIZE)REQUIREMENTS AND/OR N.C.
"'Fr.R'°" " NOT TO SCALE BUILDING CODE. aD N U
PLAN 5. MINIMUM 20'WIDE PAVEMENT REQUIRED IF ALLEY IS TO BE ' J I..L Z 0
CONSIDERED A•FIRE APPARATUS ACCESS ROAD"PER NC FIRE CODE. FINISHED W
.WITH NO PARKING PAD.DIMENSION D3 IS REQUIRED TO BE MINIMUM S.BUT NO GREATER THAN r.W.
CONC. PAD CI-
,PARKING PAD,DIMENSION D•IS REQUIRED TO E A MINIMUM OF 20. GRADE SLOPE CONC.@ 1 C PER III
FT.MIN. O L.I.J
__ H W//\j .:. 1 1 -I f H J
3 \/// \//\'\//(\'A'((\ T \/r�\\/\ /://///\/! W
1 TYPE II MODIFIED DRIVEWAY RESIDENTIAL ALLEY DESIGN DOUBLE LOADED, TWO-WAY OPERATION f I \i\ \i/ ' rn
L-503 L-503 6" 0 X 24" DEPTH /\%/// \\ \\\ V J W SCALE:NTS CLDSM 1025E SCALE: NTS CLDSM 11.19B
CONC. FTC 6"CONC.WITH #4 \ �\ H
BEYOND ®WOOD POST REBAR 12"O.C.EACH \\ \\\/\ 18" DIA. X 36" Z 2 = 0
(3600psi CONCRETE 0 �/%/jam/%/jam DEEP CONC. FOOTING (^
28 DAYS) —> v /
LU `/ /
SIDE VIEW OF ENCLOSURE -J = o
NOTE)DUMPSTER IS ENCLOSED ON TWO SIDES,PLUS
GATES
Q J
1/2" DIA. GALV. STEEL BOLT A/ J
W/DOUBLE NUTS ON BOTTOM II.� DRILLED HOLE L.L
8" 4"-H H >
8"DIA. Z
STEEL POST W
U
5/16" STEEL PLATES
�_ STEEL ANGLE
O1 O 3/B /•-2 WELDED TO POST AND
TOOLED I(.'1V/•1) FRAME STEEL ANGLES
EDGE z-#3 z #3 (PRIME & PAINT) STEEL PLATE
(TOP.)
SECTION�� ADD
(MIN.) FRONT OOFI GATE POST FRONT VIEW PLAN
END VIEWS DETAILS
C1 CL PARKING STALL 9D0 PREVENT GATE SWINGING PAST HINGE DETAIL
WHEEL STOP 2'-0"TO EDGE OF
PAVEMENT 4- 4'
t SIGN STREET NAME SIGN 20'-0'
POST SQUARE-FIT SLEEVE POST INSTALLATION
(14 GAUGE) (12 GAUGE) 5,,,,,,,,,,,,,,
-PAINTED STRIPES IF SHOWN ON THE + 6" DIA. STEEL POSTS S HO CA/Z�o,�
J
(PRIME AND PAINT) 3" x 3' x 1 4" STEEL ANGLE ����:;6A°E i'�
DRAWINGS OR REO'D BY THE SPECIFICATIONS / .. 0..
W/STEEL CAPS WELDED STEEL FRAME (ON 5...2/ �'.7
ID INSTALLATION PLAN o, r, In INSIDE OF GATES) PRIME & :*1 C_253 *_
Ja PAINT ry 4 e
oe°' -(— SIDING TO MATCH TOWNHOMES
(THICKNESS) ! ! l -I r ' '.......... Q,���,:
1" SPACE BETWEEN DOORS \ / c (COLOR SELECTED BY OWNER) „6E81cN
\ II \ II U % II numSEE"
\ II wuu,un,
I II / II PROVIDE (3) HINGES PER N CA/;''
0 0 KEY TO FASTENERS: �I / ,'( C��•
/ II,= POST, 24" o.c. (SEE DETAIL) $`Q-•.•'NSsc;<.,..
#10-24 x�"HEX HEAD MACHINE,ZINC-DEAD END o o e' \ // O''" 9x{
GROUT HOLE FULL O#10-24 FLANGE NUT,ZINC-DEAD END o o �2W0 ➢:�
6 1/2' 6 1/2 ��#O' o o 2" CLEARANCE FOR GATES :* 9� �:*_
HOLE FOR 1/2'STD.PIPE OR 16 HEX NUT STEEL ///� co o t --- I II MIN. ��TY =,2:
F� A"#16 X 3"CARRIAGE BOLT,ZINC co o CONC. PAD
3/4"DIAM.REINF.ROD B �. co o \ S.y''j y:AOg
O {�"#16 HEX NUT,STEEL _
z _I (OPTIONAL 1"3' HOLE) 5 1 2 I— CLEAMAX'RANCE a"# ( ) i ll/ O CO o `(i• -IL: FIN. GRADE ';:i y?0•`'Gw..
-j �� v2 6 X 2 CORNER BOLT BREAKAWAY.ZINC //���� III—III—III=II 1 1 III—I I—III=III=II III— —IIM1I=III III� �^9
OP
.. DRAINAGE DRAINAGE O o 1 I—III=III—I 1 I—III- , —f i f-III—i I• if I—I I r 11'1-1I ';• I i—I i I—I i I—III I I I 11 I I I `��L
OPENING OPENING ill NOTES: 0 I TP.) CO o — —_ _ _ gIII _ _ _ —_ _— —III I I� -III I
J CENTER ALIGNED ON ALL SIDES AND 2" ,, o o TYP F - =�y •• _ III— = — III— �•rY IIIIII—I CORPORATE CERTIFICATIONS
3/8" Q ,III III III I IIII III I I III III— �•' y _..
1; 1'-0 2'-0' (MIN.) 1'-0" 2•-0"(MIN.) TOOLED 1. POST SHALL BE 14-GAUGE GALVANIZED 2' OVERLAP �� ( ) 11—I III - III— II•• NC PE:C-2930 NC LA:C-253
N EDGE STEEL,OUIK-PUNCH,�g"HOLES,1"ON L _ _ r A.�.• SC ENG:NO.3599 SC LA:NO.211
]'-0" MIN. (TYP.) •\\ O \�/�� ~
(MIN.) SQUARE.10 FEET w LENGTH. i COMPACTED SUBGRADE
LA eq
�I (MAx.) I� O \0.
\\��� \//\//\//�O o •A rr• / CONC. FOOTING FOR STEEL POST Project Manager: MDL
�� 1 2"STEEL RODS
N z. THE SLEEVE SHALL BE 12-GAUGE /o / 2" MIN. CLEARANCE
T' GALVANIZED STEEL,�"HOLES,1"ON )TRP.) 1" DIA. PVC
N 1/2"STD PIPE OR 3/4"REINF.ROD SHALL BE PLACED EMBED 28" \'o0 0 FROM PVMT TO
o N PRIOR TO SURFACING OR IN A HOLE DRILLED IN THE CENTER,ALIGNED ON ALL SIDES.AND 2.25" A -\ BOTTOM OF GATES SLEEVES 6" LONG
m FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN SQUARE,30"IN LENGTH.
S APPROVED METHOD,OR DRIVEN INTO THE SURFACING "OVIK / SQUARE-FIT Drawn By: SCJ
3. ALL STREET NAME SIGNS ARE SUBJECT TO PUNCH" O o SLEEVE
ELEVATION THE APPROVAL OF THE DIRECTOR OF THE HOLES ------
CHARLOTTE
ORTION ENT OF
FRONT VIEW OF GATES By: MDL
❑ TRANSPORTATION AND THE CITY ENGINEER. (NP') Checked
O
2 NOT TO SCALE Date: 11/25/19
3 2 PRECAST CONCRETE WHEELSTOP 4 STREET NAME SIGN 5 DUMPSTER ENCLOSURE WITH GATES
L-503 SCALE:NTS L-503 SCALE: NTS CLDSM 50.05A L-503 SCALE:NTS REVISIONS: Project Number: 18021
No. Date By Description
2 Sheet Number:
L-503
i.
SHEET# 25 OF 29

tna . aa
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WffH EQUIPMENT AND VEHICLE MAINTENANCE CONCRETE wnsxo
o
THE NCGO1 CONSTRUCTION GENERAL PERMIT ssmuCTURE WITH LINER
UT
1. Maintain vehicles and equipment to prevent discharge of fluids. 0_Z
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. a r`. '"- 7 Y
activity being considered compliant with the Ground Stabilization and Materials Handling �^,.,�^'+ I,•`•�-;t� ,,,, O = < O O
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a z Ipp--'�!s O O Ta
project. f'ma !iI li a id
rmittee shall comply with the Erosion and Sediment Control Ian approved b the Ie I n
Pe PY P PPr Y •.d.
delegated authority having jurisdiction.All details and specifications shown on this sheet <. Collect all spent fluids,store in separate containers and properly dispose as ti � j �1�' s.mus L
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). /r'1
5. Remove leaking vehicles and construction equipment from service until the problem u.^- __ � "•""""""°'^' l.•/
SECTION E:GROUND STABILIZATION has been corrected. ��.r.n ,.. """'�"•"° •:. w
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products w.cW ^� y�S,�.//��-
Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. °fti ^^'^'^•°^ "".�. °Act C w�dy/'
Stabilize within this `"'
Site Area Description many calendar Timeframe variations w ow n nor vx= ur mcnurnar P.S.nRw�AA.LAIN.faucrRr ms N ,
days after stating UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE
in g
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. a Q w
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS V Vl'a
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.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface
(h) High Quality Water 7 None waters unless no other alternatives are reasonably available. 2. and
state
soli wreaste settled,nsandataoappovedfarete ciltnaccordancewithlocal � ,I s 5 N
and state solid waste regulations and at an approved facility. .4
(HOW)Zones 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 - Z
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
If slopes are 10'or less in length and am 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 7 [steeper than 2:1,14 days are
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an I IIl w z
-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 V n V
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 _--
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk r^
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 CO
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least ot50her
feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum, V U
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 install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Noce:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone - _I
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 W J
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. I ♦�
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 vJ
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location. 1 I I ///^S
PORTABLE TOILETS 9. Remove leavingsfrom the washout when at approximately 75%ca t to limit r� W V J
GROUND STABILIZATION SPECIFICATION pproxi r y capacity \\\
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the 1. nstall portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace erfunp,sand bags or other temporary structural C
streams or wetlands unless there is no alternative reasonably available.If 50 foot componentsducts, when no longer functional.When utilizing alternative or proprietary L.L G
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. 1 7 0
Temporary Stabilization 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 J in
z
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance \ ^
other mulches and tackifiers other mulches and tackifers foot traffic areas. caused by removal of washout. / 11
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. O III F w
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace �/
without temporary grass seed •Hydroseeding with properly operating unit. \ I..L H J
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES ^^
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label CI- O
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. ���r/!//'--11�t w
sufficient to restrain erosion 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 H �/ t�
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of LL
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control products with grass seed available. 2
2. Protect stockpile with silt fence installed alongtoe of slopewith a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding isI
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile possible or where they may spill or leak into wells,lately.stormwater drains,ground water \ ''I \
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. or surface water.If a spill occurs,clean area immediately. -I
LLJ
construction,selecting from the NC DWR List of Approved PA MS/Flocculonts. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 4. Do not stockpile these materials onsite. .f
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 I 0
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. - Q
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. Ct -I
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures. H >
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 z
W
0
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentarian 1.Ouurrences that must be reported
below.When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: DETAILS
The approved E&SC plan as well as any approved deviation shall be kept on the site.The
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection.In addition,when a storm event of equal to or approved E&SC plan must he kept up-to-date throughout the coverage under this permit.
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner
performed upon the commencement of the next business day.Any time when inspections described: (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
Item to Document Documentation Requirements • They are less than 25 gallons but cannot be cleaned up within 24 hours,
(a)Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy • They cause sheen on surface waters(regardless of volume),or
inspect (during normal inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
busin(1I Rain gauge Daily��urt) locations,dimensions and relative elevations and sign an inspection report that lists each ♦ttrrCggir/iy
▪ rained in a observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC .S`•(N R[]yzz
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 �.Q-
goodworking ,and no individual-day rainfall inommtion is Plan.This documentation is required upon the `� ,.�•,ties
order holiday
a cumulative rain measurement for those um initial installation of the E&SC Measuresr if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
periods,(and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S.143-215.85. :� 2^5C �'y
attended
days
on which no rainfall occurred shall be recorded as installation.
'* C-L.J3
They use another rain-monitoring device = : .a
approved by the Division. g (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC (h) Anticipated bypasses and unanticipated bypasses. _� �, Q::
(2IE At least once per 1.Identification of the measures inspected, Plan or complete,date and sign an inspection
Nreasure, 7calendar days 2. ate and time of the inspection, report to indicate completion of the ..,•, -7&'
and within 24 4.x - inspection,
construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the , OES IGN"„�,`
hours of a rain Indication of whether the measures wee operating
Inch in properly, IR)Ground cover is located and installed Initial and date a copy of the approved E&SC environment. grr/3arrHtr[t"`
24 hours 0 Description of maintenance needsfor the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection
6.Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved 2.Reporting Timefremes and Other Requirements `grtr DrrUrrgvy
(3)flamga ter At least once per 1.Identification of the discharge°Leans inspected, droverspecifications.
pis g quireme Cq
disnarge ]calentlar days 3.Date and time of the inspection, ground ,`.N Rp 22.
After a permitted becomes aware of an occurrence that must be reported,he shall contact S )•.•'Nds�•.•c...
..
°offal's(SDos) and within 24 3.Name amine person performing the inspection, (d)The maintenance and repair Complete,date and sign an inspection report, the appropriate Division regional office within the timeframes and in accordance with the .0..c'' 9b'2 1.
hours°fa ram Evidence of indicators of stormwater pollution such as oil PProP g
D urchin 4sheen,Skatingor suspended soles or discoloration, requirements focal'E&SCMeasures other requirements listed below.Occurrences outside normal business hours may also be �2:0 � �%
have been performed. quiremen ya _*.� y.*_
20 hors 5.Indication of visible sediment leaving the site, reported to the Division's Emergency Response personnel at(800)662-7956,(800) _ �:
D.Description,evidence,and date of corrective actions taken. (e)Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300. =z+w 9� 2=
(4)Peimeter of once per If visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection _y j y;-y`C�
site calendar days of the following shall he made: to indicate the completion of 9�'� 73.OJ
Jwiff 1. lie the sed'mentthat has reportpelono alb )-3.d'``�. qq
corrective action. g ( mama Other Requirements •� •..• P �.Lt�51/tics of the site limits, clean up°r stabilize tort Occurrence Reporting Tfineframes After Discovery)event 2 to anch in 2.Description.evidence,and date of corrective anions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification.
24 hours 3.An explanation as to the action,taken to control future deposition in • Within calendar days,a report that contains a description of the
releases. 2.Additional Doeumentatlon stream or wetland sediment and actions taken to address the cause of the de
co (5)Streams or increased visible sedimentation ors In addition to the E&SC Plan documents above,the following items shall he kept on the position.
wetlands onsite turbidity from the construction Division staff may waive the requirement fora written report on a
9 or offsite and within2a following shall be made: site case-by-case basis. CORPORATE CERTIFICATIONS
n hours of a rains evidence of corrective anions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the NC 303Id)list as lid NC PE:C-2930 NC a:F25a
Q (w eion,evide cm paired for sediment- SC ENG:NO. SC IA:N0.211
F accessible' inch in Records of the required reports to the appropriate Division Divisionprovidesa site-specific exemption based on unique site conditions that make this related causes,the Screquired form additional
34 hours Regional Office per Part ill,Section C,Item khal of this permit requirement not ractlCak m Permitted may quire perform event of this permit regUlr p monitoring,inspections or apply more stringent practice=if staff
(6)Ground After each phase 1.The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance Project stabilization of grading measures,clearing and grubb'n&ostallationofstorm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions. Manager:
MDL
measure, drainage facilities,completion of all and-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification
tit tion°r redevelopment,permanent (b) Records of inspections made during the previous 30 days.The permitted shall record release of shall include information about the date,time,nature,volume and
activity,we`Tuc the required observations on the Inspection Record Form provided by the Division or hazardous location of the spill or release. Drawn By: LHC
2.Documentation that the required ground stabilization substances per Item y
U measures have been provided within the required similar inspection form that includes all the required elements.Use of substances pe
p moms possible.
Dian assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if port of y )ore )e bypass,i)possmfe.
U soon as possible. shown to provide I access and utility the hard-co records. (c)Anticipated • Are least ten days she dote the ProVl equal yas hard-copy recAr bypasses[40 CFR The report shall Include an evaluation of the anticipated quality and Checked By: MDL
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be 122.41ImI13U effect of the bypass.
maintainedale NOTE:
for a period of three years after project completion and made available Id)unanticipated • Within 14 hours,an oral or electronic notification.
w request 40 of.41 bypasses[90 CFR • Within 7 calendar days,a report that includes an evaluation of the Date: 11/25/19
upon I ] 122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 14 hours,an oral or electronic notificatios
a with the conditions • Within 7 calendar cloys,a report that contains a description of the
ccof this permit that noncompliance,and its causes:the period of noncompliance, Project Number: 18021
may endanger including exact dates and times,and if the noncompliance has not
a health or the been corrected,tie anticipated time noncompliance is expected to REVISIONS:NO. Date ByDescription
ienv ronment[40 continue:and steps taken or planned to reduce,eliminate,and P
2CFR 122.41(1)(7)l prevent reoccurrence of the noncompliance.Nye cFR 122.41(i)(6).
• Division staff may waive the requirement for a written report ono Sheet Number:
case-by-case buffs.
L-504
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
a
SHEET#26 OF 29

/' . ' / / \ Ilk \ \ / / �Q J as
/ / // �- z� I
\ EXISTING 4'SS LAT. °Ail" / CL l C
/ // \//\ CO
\ \\ / C/0i� ® PROPOSED /'\ Z v v
\\ \ r a PROJECT AREA. / Yf Q p p
/ / / /'/oq�"ER""ayH eta \\ i PROPOSED SEE NOTES.
/ /- \ E„�eel:u�R ,,,,,„,....\ SINGLE / 0 0 v
/ se - I FAMILY J / O
/ x / _j i C� w
/ EXISTING 1 /At
/ L•�.i14/J
:'0 / / / / WTR.SVC. 1 /� 0
\ / EXISTING / / \ - \ ' vrR�o G TO REMAIN �®1�1 1•,- - PROPOSED I II III \ w/ I-
/ 8XISTINPUBLIC SS / l -� 1 °0�. n SI 'v SINGLE 1 fa) M
FAMILY -- I 1 w
eye o�� � 't,��� =,I3 �� JD
cLL F 1 EXISTING -^t
ttn qwa a+aR�. ® x oe3w '" �!. 0 , �� I a
/ PROPOSED / sE yy o'R-s'� 1\ 1 .7 70-ftift.___,
NC NIP FIRE HYDRANT EXISTING / EX PUBLIC MH \ ' 1\ C $ _ W
�� / Ai
NEID#W
18505 oro PUBLICL) -$TA 0+0000 hY 8'PUBLIC SS AI„111 ^ II ` I --- Z y\ NEW LOCATION aa,(TYPICAL) M oEtD eoo" z _ P
/ 1D'E OF RP,X BOG R EL 3ea_68, 1 T BACKFLOW PREVENTION NOTES x
/K�.�� `\ a''3o,tasl4s a oes 3n PROPOSED I oe3 1 I > I -- I I I n11,�- III \% I I I ®® _
/// was\� _ / ory xp W'i'a,oy I / sxxLL r^wLy pVT MH 2•TAP -'sE' xcltiy 1 I - * \ 1. THERE SHALL BE NO TAPS,PIPING BRANCHES,UNAPPROVED BYPASS PIPING,HYDRANTS,FIRE DEPT.CONNECTION POINTS,OR 1� a
WITH METER \ I \ Z d Lip .It1� \% OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS d. N IC
`/ / swcLE Faaur (TYPICAL) o I ql -==� AL____(;z_______,, I I W L
4) N (6)SV OLD 1 DOPOSED I Ip �t�.'� CMUD REQUIRED BACKFLOW PREVENTER !W V n U
EXISTING �� . / •a I G SINGLE j r- _ � I I I oEE ep 2. EACH CLTWATER-REQUIRED BACKFLOW PREVENTER IS REQUIRED TO BE TESTED BV ACLTWATER-APPROVED CERTIFIED
FIRE HYDRANT \\'®'' \ / 3aI EXISTING p cft S,,,A. 3° _ 1 m a FAMILY I I �, m� 1 I LA TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.ID#018505 /A it MT 3>.ee JJ WE�sxraE rgwrIfi'WATER MAIN �tZN5I5°23lNII2 'CII FI I ogs�a.i. ta POSED 1 m eRR is,o�'�'. '^
1 TO BE RELOCATED p-_�ss - #538-00.171 a "✓ 15'PRIVATE TWIN HOMES - iP�m I• st-��u„�'� VJ
// ry -tt : 2'TAP Tv ( )' rm� GENERAL NOTES: I-
• JO o / I - tt 'WITH METER SEWER EASEMENT 5TOTAL UNITS PROP.CLEANOUT ON I m�iP
/ I I.I W �. tt-_ 1 �� / ..EXISTING LATERAL. I 1. NO PUBLIC WATER OR PUBLIC SANITARY SEWER MAIN CONSTRUCTION MAY TAKE PLACE ON THIS PROJECT UNTIL THE UTILITY
` 1 -+a-' I \ MANIFOLD ® CONTRACTOR HAS REQUESTED,SCHEDULED,AND ATTENDEDAPRE-CONSTRUCTION CONFERENCE WITH THE CHARLOTTE WATER,. I ' EXTEND SERVICE TO UNIT
- SVC.6() CONTRACTOR HAS EQUES ED,ASSIGNED UL D,AND ATTENDED
PRE-CONSTRUCTION
PRIOR CONFERENCE
CONSTRUCTION
�/ I `a _ j AS SHOWN TYP PROP.CLEANOUT ON
2"TAP / / d � � \ I ,� j a / ® ( ) Iz�EXISTING LATERAL CONFERENCE SHALL NOT BE ACCEPTED BY CHARLOTTE WATER AND SHALL BE REMOVED AND REPLACED WITH NEW MATERIALS. fn I
/
_ \ 4S.00LF-8'DIP I
.0v V WITH METER 'I Nausf ,
RBOUR R 34 se ; N14°17'36'w . L / / I AS SHOWN
HO TO UNIT 2. APPROVAL FORBACKFLOW TALVIA PREVENTION REQUIREMENTSENTS IS NOTENFORCEMENT T OF THIS
PERMW.-RING
KFLOW AT THE ION TIME OF
1
MANIFOLD _30j 3U/IIpVs , , - - ICe IIIBR� . . /I I ® AS SHOWN(TYP) ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF J1
(6)SVC. x� ,RaSSZBp431 ,s> ` - - - , I j[. APPLICATION FOR BUILDING PERMITS BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT w J
4N7Ly I '9i;: ,- 1f'�. �y - -_- 48,„ J 1 I' ' HTTP//CHARLOTTENCGOVNJATERIPAGESIHACKFLOWCONSTRUCTIONGUIDELINES.ASPX.PLEASE CONTACT MARK KROUSE AT
EX.METERS(4) I I 1 � ®F v e .__S- DRUNIM A I �" ■ '_' , ]04-432-5800 FOR MORE INFORMATION.
I $ ■ -� _-_.=t 1 Nfd) s rr..-. .a) I 4SS LAT&C/O w-
eft
TO BEABANDONED �/ ND 1 r' I�
' $ II ' � 1/j_ -•--�`4._ I_ _' (TYPICAL) 3 ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A RESUBMITTAL TO BACKFLOW FOR
PER CLT WATER I O -, ' ■ , 4 SS LATE ■
REQUIREMENTS -- _ I � -■ F ..�' 1 �'�=■i�I��I'�� -W'::':. _ °1. I-.fAl L C/O(TYP) a•'�1 1��! _/ , REVIEW. W
EX.METERS(2) X P �1k LL ■ ■��� _� '1 S -=�-'�tt - a���� , ' yyTRPMETE 4 CONSTRUCTION AND MATERIALS SHALL BE ACCORDANCE WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS PER 0 C
Lt 1-y F PROP PVT MH-1 ~ '�W _ .. 1 CONWEBSITETRUCTION
AT W W W D MATERIALS SHALL
ORE IN
TO BE ABANDONED - � I 1 $ I ■ �,,�I F c' n n • -.e_ tt *ma I ■ R O
YY Y I STA.0-148.00 ■r ----
PER CLT WATER oi'a LL �I/. �,r ■i t III L,41 . t I n _ ice'_ I� ,�_ W
_ 'WTR SVC 5 ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE REQUIRED TO OWN ACOPY OF THE DESIGN MANUAL ANp
REQUIREMENTS •,o ���' ' I III •
0 / -�rLI n_-__ , �� {TYPICAL) SHALL KEEP COPY ON THE JOB SITE AT ALL TIMES
SS 1 _: � .( � E%ISTING _ _ �� `_g►�- ,,:.y
131jROP PVTMH-2�. l ~'�- �-!4 ��A., 'tt ;';�>'-_�1 !`~ ///.� 6. CONTRACTOR IS FULLY RESPONSIBLE FORCONTACTING ALL APPROPRIATE PARTIES ANDASSURINGTHAT UTILITIES MELOCATED W
ABANDONED STA.'1+18.00 )' •up F'D.�P PROP PVT MH-6 - 1 I 8'PUBLIC SS / / ], --�, !_ vP u°->R_i� ,:e� / e"°°+> PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.CALL NC811 AT 1-800-fi3239M190R 811 FOR UTILITY LOCATING SERVICEs]2 O
EXISTING , I „-. 011 3Q'45 , STA.0+55.00 1`I` ,1 �\'® _' 0. ,// /�Sr"os`•' HOURS PRIOR TO COMMENCEMENT OF ANV WORK.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES J
.
a LL 2'WATER °VV -� � I / ��, _ PRIOR TO CONSTRUCTION
u�■ 1 _ �. ' i I L PROP PVT H-7 / / '���y, - _ ,
moo.■ A.
_� iy I p 41 n
_ y,l■'I I/ -__� _ rv+ STA.2+70.00 I D4N EXISTING W , i' ] IF THE PROPOSED WATER ANp/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12"IN ANY DIRECTION RTICALLV OR �+
EXISTING �� O' I I '^r�yyr®r��-____ --� � �' l IsR M fl HORIZONTALL FROM NATURAL GAS MAINS,THE CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS COMPANY AT 704 W
�'13 11' � I_ Otto 0^�'Ic u FIRE HYDRANT ( )
6'WATER MAIN p,■ I ---,�,- • EXISTING I \ aWa & / 525-5585. l/°1 ,L•yL
.. ' II 1 �!1 ����,� r�rrg 21 �� ' 6'WATER MAIN nnac ID#-020002 �'' ��// LLI
#538-00-7 ;■ r S.00LF.° ' 1 \ USZ oa31+3,
y3800-1 slpgp ll3,LL�; ® © / PROPOSED BPVC■. ,R 1 #538-00-71 / \ •Z ,/ / '� / 8. SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. J L
uy0�,�033 �� l� I TOWNHOMES � ' �I / ASSUMED LOCATION OF EXISTING LATERAL / L
.C'R-22MFR / �° �' 1 I 9. J - �}, I / - SHOWN LOCATION IS APPPROXMMATE \ /,e'/ 9. SANITARY SEWER LATERALS ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN FIVE(5)FEET WHERE PRACTICAL AT THE I
2"TAP II Q 8 I �I (54 TOTAL UNITS)�,. / LLC , //� /Rl /'/ PROPERTY LINE UNLESS INDICATED ON THE PLANS TO BE INSTALLED AT"MINIMUM SLOPE°. \ (r1 a
WITH METER , E 1� 1 n I Q % EX.METERS(4) °e4 '%Y.0_zj / /i / LJ '` \
_ MANIFOLD 1 I a �/; ' -' T08EABANDONEO \\ E xc,Ug�3os .Ys a° 10 MINIMUM COVER OF 36'FOR WATER MAINS. I11 LJ
5 m �a ■ ■ I c: ( , U us.CONUERc X q `� 11 /// Ly
�� (6)SVC �/' tl ''t� I1 , I PER CLT WATER \ uy / ,ry'
11 i al j� ■� F 1 REQUIREMENTS \ \\\ / / i@ orsp xoru!TA
eoo T
_ 1 i /, 4Q op` �„ ��j'�ji■��j ■ '.) q I �� \ \\\ / i9 ( SPOPTIpU°0°Z 11 DUCTILE IRONPIPE(REDBRASSFOR2°WATER PIPE)REQUIRED FOR BOTH WATER&SANITARY SEWER LINES IF THE FOLLOWING = 0
1 "�I �I -- n _ ��j■ Q I - \ \ '% / USE xwuMERry, •
CLEARANCES ARE NOT MET.
v I " y '■ �' y I 2"TAP \ \ NNTT.,,--// • WATER LINE CROSSING UNDER SEWER LINE FOR ANY CLEARANCE
SEE TYPICAL WATER I .;} �' - ■, 1 ■ I \ `w/ (FOR
■ • / WITH METER \/ �� \
SERVICE CONNECTION - I _ II e ■ __ - .° I $ C • 18"VERTICAL FOR WATER LINE INSTALLED ABOVE SEWER LINE. Q
�'�' 11■�IIII■ rII 1 �rr_�= �I _ ,' al�j' � _' I I MANIFOLD �\ \\ \\ �/ • 10'HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE(OR 18"VERTICAL SEPARATION IN SEPPRATE DITCHES). J
DETAIL BELOW 11- E I (9)SVC. \ / • FOR WATER LINES 12°CLEARANCE WITH STORM DRAINS,GAS MAINS,TELEPHONE DUCTS,AND UNDERGROUND CABLES.
q '1 O x _;■ I �1 -PROPOSED CMP ' CALVIN 11 1 \/ / �� \ / / /
I UNDERGROUND _ \ ,,,LONE
�/ 12.RECORDED PLATS ARE REQUIRED FOR ACTIVATION OF WATER MAINS,EASEMENTS ARE NOT ACCEPTABLE.--_-_- PROP PVTMH 8■ F ■ rE�
3 # _� O Y 0 rI WAY j'r11� 1� / /
A.0+55.00 I - DETENTION ■ PROPOSED PROP
c
I� ' 1
ST 7 I R PROP SE p MH-5 za i�okaj ao rvcs \/ //// 4 ,' 13.ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER I2-GAUGE TRACER WIRE,30 MILS BLUE HOPE
■ g3 I _ /co, /
-� --7'-- I xll� gI F��1 `E' (TYPICAL) acct 1p UasiD1p � / / j INSULATION CONDUCTIVITY TEST REQUIRED DURING FINAL INSPECTION CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT Z
-- 1 �1 J -�'STA.5+73.00 I a+w ,sa3 > +�/
__� --� �a r' C /,,„ _"bil■, I I roM RCy� E /4 //�/ 14 ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12 GAUGE TRACER WIRE 30 MILS GREEN HOPE LLI
�i� �� (� �I ti ® �.' I \ /� INSULATION.CONDUCTIVITY TEST REQUIRED DURING FINAL INSPECTION.CONTRACTS SHALL PROVIDE ALL TEST EQUIPMENT.
`� {f l / LALL I \ A. (; --",,,,-.{. -"
3�� U
S' E NgQ^ �r' ` {'(\\ i 15. COMPLETE TRENCH BACKFILL SHALL BE IN PLACE 30 CALENDAR DAYS PRIOR TO SCHEDULING PVC PIPE MANDREL TESTING.'Ip dw \ \eS 3 A 7 axs.� °°1sosE1s•osw= �Lr l��,,.,,r��� e �` ilefIB h ��\nLLn xt - �<9/--- 185.00 L���� �ri• $ \tlr ' y • 4 1fi CURB AND GUTTER SHALL BE CONSTRUCTED PRIOR TO WATER MAIN INSTALLATION.
osm aaoa `RI lF-8"PVC �1 8 i- ° 3�aLLaac. eao uc i ali_._ - ■,��� I r hh ��i' \' / i4 / ,S
'4R31A50>3 3 ""-�� 1�,.` a N 17 SEPARATE PLAN SUBMITTAL REQUIRED TO BACKFLOW PREVENTION FOR REVIEW/APPROVAL PERTAINING TO AM/APPLICABLE
CAMF ��� e�p�,y�Oa*OM J r® tl��Y. oifrROPOSED
TAP \ BACKFLOW DEVICES.
-`_111111
- I ��J�'1� �' MANIFOLDWITH ME ERY \ /�' ,V' 18.WATER MAIN EXTENSIONS WITHOUT SERVICES SHALL INCLUDE AIR RELEASE AT ALL HIGH POINTS IN WATER MAINS OR EVERY 1000
Q PROP PVT MH-3 I � � - :I I (4)SVC. , i / '
LF PRIVATE
__ I PROP PVTMH-0 � 1 I •. �J�I \�// 4� /�\\
STA.3+28.00 g I \\/ /
---- } STA.5+13.00 I £ /' 19 EXISTING MANHOLES MAY HAVE TO BE REPAIRED OR REPLACED,DEPENDING ON THE CONDITION,AS DETERMINED BY THE
-- ��I■ J ��_ 1I CHARLOTTE WATER INSPECTOR.�_. _ s,, ✓ UTILITY PLAN
xv 1' 1-_ ■ ■, a(TYPICAL) 1 q `` J� 20.ALL VALVE ASSEMBLIES SHALL BE COMPLETELY OUTSIDE OF ADA HANDICAP RAMPS.FIRE HYDRANTS SHALL BE COMPLETELY■ Qv / NOTES: OUTSIDE SIDEWALKS AND RAMPS.
tt _ _ p�_ Ui'FlC I
II n ___ _-* tA1i'Ig- ( I ■ t ■ EII1 / II / ce www ,( ,p r21.NET 15'WATER MAIN EASEMENT REQUIRED UNLESS APPROVED BV ENGINEER.
lL_ S0 -a_-__ '�. ��� �lr'�I I I / I esh 1. THERE ARE NO BACKFLOW PREVENTION DEVICE$PROPOSED WITH THISYr3 ����Il f:l I / ` I 22.ANY NEW METERS OR IRRIGATION METERS INSTALLED/RELOCATED AFTER THE BACTERIAL AND PRESSURE TEST SHALL REQUIRE
- // SD aca °^�[y;N■��,i� p I I I ,(L ' p/ TREATEDCONNECTIONSTOTHEEXISTING UTILITY SYSTEM WILL BEyl_.-G, �� -�_- CII ��' te/ AppITIONAL BACTERIAL TEST.ACLTWATER INSPECTOR SHALL WITNESS THE TAP UNCOVERED UNDER STATIC CONDITIONS TOf--_� m..,RR ly I' 1 3 VERIFY IF LEAKS ARE PRESENT.
� TREATED AS INDIVIDUAL RESIDENTIAL CONNECTIONS.
� I '� / 2. TOWNHOME UNITS ARE PROPOSED(2)STORY HOMES AND WILL REQUIRE A
Da Rt...to x ,eSe *�. W- - I'� r 1 1 MINIMUM OF 1500 GPM FOR FIRE PROTECTION PER NC CODE. `°y1T11CA
IV
�� ,z3so,eiz we I 8 -10 _ '�_ ® I , -c ''/ ".‘12".`CN •Ro''7•
_ \ 3. ALL DUPLEX FLOWD SINGLE FAMILY SITES WILL UTILIZE PER NC ODE. OFN /'�
x owx.'0e31es W . :y'Erjci•'•C
sE uuin Fuau,a 18 UEsRYtx w3�n _ CA -/-- W v.•I.
, EXISTING AND PROPOSED SERVICE TAPS TO ESTABLISH WATER&SEWER `O o FE,2
_� WBA � _:, 9..9:
I p1 j L K 03, t _� AVEE - / `t SERVICE.SEE UTILITY MASTER PLANS WITH NC PE SEAL DATE OF 6/13/2019 _ -
I _' I r°Ns �ura'ar"o I �� g ,at �`�\ \\,.� FOR VILLA HEIGHTS PREVIOUSLY SUBMITTED TO CHARLOTTE WATER FOR -* w C-2930 NI Q
I I
wE Fu lrr Eoroe zz I_Zo° - REFERENCE. An C'D8(?C BSiE✓✓a`LE/'F/OWS y Q..?
- �j�
PROPOSED I - s. 2��TAP 1 sE ro 02 TAP orso eoro..._ _ � �"......•"•°
aueq°Olp EXISTING is
/ 1\/ Villa Heights-PH2 Towle 8 Duplexe LDG Job 18021 BY:SJH Date:2-18-2019 S bES I� w�,,
DEVELOPMENT - WITH METER WITH METER 5'+w FIRE HYDRANT / - =F. MDL QC:SSW 7j]]Fi„IHH11111RY``
(PHASE I) EXISTING MANIFOLD MANIFOLD x E cwai �' /
6'WATER MAIN (8)SVC. (10)SVC. ID#-020003 ........!,,,..0
i
#538-00-171 _---_ //�SO //// ':,__..Y_..�_ 54TownhomeUn Rs Q190 gx1/uit = iQ2fi0 gptl R\1HCA ,,,,
/ Q190 gpdfurit 3,040 gpd w.�OQ�FESS O4,
s �� OMiiii, 3SInJIe Famuy Q190gdfurit = 570gpd O 0•°°'1'�4,
// / , , Total = 13.870 gpd a SEA re*�
,, w w w ii,,,
w w w w
`A' I IPeak Hourly Flow 13,870/24.2.5 Total = 1,445 gph(safety factor 2.5) E,.:° w. pp' EXISTING Peak Demand per NCDENR T15A:18C.0800 = 115 gpm ...V4\. R,,#-\/�YYiFIRE HYDRANT TEST FLOW DATA: FIRE HYDRANT TEST FLOW DATA: FIRE HYDRANT TEST FLOW DATA: 6"WATERMAN .,,,,1j111tt1.HYDRANT ID#: 018505 HYDRANT ID#: 020002 HYDRANT ID#: 020003 I $ tt PROP a°K2'TAPPING SADDLE&2" 35LFt-2"COPPER CORPORATE CERTIFICATIONS
ADDRESS: 1100DRUMMONDAVE. ADDRESS: 2609THEPLAZA TEST DATE: 03/29/19 BALLCORPSTOPPERCLT TO MANIFOLD LEGENDNC PE:F2930 rvc1A:c-zs3
PROJECT ENGINEERTEST DATE: 03/29/19 TEST DATE: 03/29/19 ADDRESS: 2433 THE PLAZAWATER DETL'S'&'J' INSTALLED 8V OPEN CUT. sC ENG:N0.3598 sC LA:NQ.211
' BV CLT WATERv SD EXISTING STORM DRAIN
E AT CONTRACTOR'S EXPENSE PRESSURE: PRESSURE: PRESSURE: I
w- --tt- EXISTING SANITARY SEWER STEVEN S.WILSON,PE
- -
Project Manager: MDL
N STATIC: 50 psi STATIC: 40 psi STATIC: 42 psi _a --13'PLANTING STRIP a: EOP a. -w w- EXISTING WATER LINE(PUBLIC) 704-841-1604 EXT.702
o RESIDUAL: 44 psi RESIDUAL: 34 psi RESIDUAL: 38 psi f_ �� BOC EXISTING FIRE HYDRANT [e-mail]
t -INSTALL METER MANIFOLD(6) - PROPOSED STORM DRAIN TAX PARCEL ID#083-144-01 THRU Drawn By:
H FLOW: FLOW: FLOW: BEHINDR/WPERCLTWATER SJH
Le: RESIDUAL: 949.16 GPM RESIDUAL: 855.56 GPM RESIDUAL: 887.86 GPM ' -e'SIDEWALK �F DET'L(2IL-X02)8V CLT WATER AT -aa-a 083-144-08 AND 083-142-10 THRU
o @20psi: 2263.52 GPM @20psi: 1639.11 GPM @2opsi: 2229.16 GPM 'w A w w w w PROPOSED SANITARY SEWER
'CONTRACTOR'S EXPENSE 083-142-16
o -4 e E o ° v 2w-2W- PROPOSED 2"WATER LINE
By: MDL
Checked
U -
`J ° PROPOSED FIRE HYDRANT
,a, pv v ABANDONED o v D 0 50 100 200
s EXISTING v v Date: 11/25/19
' 2°WATER v .A .Ap 'SETBACK, a
S"i (6)w WM i Y 44 D Q RnN
REVISIONS: SCALE:1"=50' Project Number: 18021
z D No. Date By Description
�2'WATER LINE TO TOWNHOUSE Sheet Number:
- ♦ -
TYPICAL WATER SERVICE CONNECTION DETAIL GOO
SCALE:1"=10' = _V
a
SHEET# 270F29

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g o AND COVER (RECESSED CAP) IL
a r 5 ti (FLUSH WITH FINISHED GRADE) 1v L
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765 a r 765 �„ �' U P.U
, ...._...4101/4..
, ....._ EC?81 O' 'I,I' '� U)
I
20i_
rm 2'5266-6ROH-40(TYPE I E)
+ (SOLVENT CEMENTED JOINTS)
PROPOSED a,-?if2 ',
GRADE F OR 4'DIP
760 anJ O: 8"HDPE - 760 PVC LATERAL-DWV-ASTM
- f 2665-68 SCH-40(TYPE W J
EXISTING / (SOLVENT CEMENTED JOINTS)
(AROUND _li L 60.00'd 8'55= I OR4'DIP �:..,
PLUG UNTIL SERVICE I '^
2 o ' / CONNECTION IS MAD V�J l^
5 c`o sl LI..I
+n 5 n ` 0'DI INV OUT:756.90
aon n n2.?yb II. . 'I 'I— J
75s O O¢ �8..p - INV IN:.756.30(MH 5) 755 J
EC?y Z a 18900' INV OUT:756.10 ::::.'::.':':...'..': I 16 ..:,II Z O
/ INV IN:751.60(MH 4) BARREL OF PIPE TO 1
.. .'F..'... .p.. i LLI
INV IN:751.60(MH 8)1 REST ON UNDISTURBED SOIL > O
COMBINATION LONG
PROP.,' _ INV OUT:751.40 ',' TURN PATTERN w
HIGH WALL 1 I� I— O I— LLI
TOTE: N
THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LL
750— - 750 LAYERS WITH MECHANICAL TAMP.GUARD STAKE REQUIRED AT D- 0
Uo / a3-"b AI,. : ". CLEAN-OUT LOCATION UNTIL POURING OF DRIVEWAY CONCRETE BEGINS. (I',.,1 LLI
ao& , 12'HOPE 110N0 p1• _ 15•HOPE 19"MN. �./ 1 N LLI
W N i ,/12"MN. CLEAR. 1 SANITARY SEWER LATERAL AND CLEAN OUT DETAIL r LL
/ ,CLEAR. DIP
L-601 SCALE:NTS I
Q
745 _� • / 745 J uJ U Q�••�
WEE .o — = IJ
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DIP ASS @ a71% DROP reeru.awi n,s.,�. ..,use. 1 I I..1_
740 740ck ! I i.
INV IN;739.70(MH 2) INV IN:744.40(MH 3) — ••••0 ••••
— INV OUT:739.50 INV IN:740.40(MH 6) -
INV OUT:740.20 ray { yF re r.0020.7.0,777.ww 0.777707 i,- 1 1 I
s-iINV IN:739.13(MH 1) '. -J�j � � .+*.•..o'.n g f 1
INV OUT:738.93 _ �• Ca t,J
EX MH -MH-5 1.` °^� 'aE
735 735 j �� F�
0+00 1+0 2+00 3+00 4+00 5+00 6+00 `j
o Y�L� _ _- � z �� r ` ��P =E PRIVATE
o m ■■■■_r ■■■■■■■■■■■■■■ ..
■■■■,7�m■■■ m ■■■■■■■■ y u l P SEWER
760 'O _ o a E.,,-?2'
760 ,11. I - 7: e o ,—,...,...n•�•��
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- 8 76D■■■■a�'■■■ s 5 ■■■■■■■■766 ,MAW
a "'; ,_. ,° n PROFILES
—
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75s■MEMO .■■,M� EMEM■■■■■755ESI
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■MEMO O■■■■m■■■■■■■■■ " " ——— `*`w C-2930 *-
....I u■■■■r i■■■■■■■■■ r • ti •...� "'.d
750 -L - 5 H 750 ....I .W-- I■■■■■■■■■ • . • .. ' S'..........:•D �.
OPE ®�' t�ICYfI • • • • n •
15'HDPE 40°h _ ■FEED ������ INV OUT:757.90MEM. ,'2...rI1i H111t1�```
2.so6 EMMEN INV IN:751.60(MH 4) MEM■ 2 3/4 INCH MANIFOLD WATER METER ASSEMBLY AND PRECAST CONCRETE VAULT
INV OUT:749.40 750 750 t1r1M1rrI,
15'HOPE ii _ ■■■■■INV OUT:751.40 H 8) MMMMMMMME L-601 NOT TO SCALE �`qN,CAR04,,'
■■■■■ ■■■■■■■■■ FEss,40
I 15"HDPE od ■■■■■■■■■■■■■■■■■■■■
745 �' INV HJ:T:746.(MH 7) —745 ■■■■■■■■■■■■■■■■■■■■ SEA 8 *11
INV OUT:745.90- 74s■EEEEEEEEEEEEEEEEEE■745 �'
d �'a�fi SNE � n�s tJ
yy. DIP ■EEEEEEEEEEEEEEEEEE■ Tnmm�n,o
■■■■■■■1111!■1l.w■■■■■■■
740 740 742■FEE■■■uuiisNIWgl■■■■■■■742 CORPORATE CERTIFICATIONS
PROJECT ENGINEER NC PE:C-2930 NCLA:c-253
INV IN:744.40(MH 3) 0+00 1+00 1+O SC ENG:NO.3599 SC LA:NO.211
INV IN:740.40(MH 6)
5 INV OUT:740.20 -- M H-2- H-7 STEVEN S.WILSON,PE
11111 Project Manager: MDL
737— 1737 704-841-1604 EXT.702
0+00 1+50 2+00 3+00 [e-mail]
F1. TAX PARCEL ID#083-144-01 THRU Drawn By: SJH
083-144-08 AND 083-142-10 THRU
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0 083-142-16 Checked By: MDL
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0 50 100 200 Date: 11/25/19
SCALE:1"=50' Project Number: 18021
REVISIONS:
No. Date By Description
1 Sheet Number:
L-601
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SHEET# 270F29

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014152 JANG PARMICHAEL KOR81 ZONING: UFA8
GOLDYN A BESDA USE: SINGLE FAMILY DEED BOOK: 32259-736 8 2z `/
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DEED BOOK: 30181-791 PARCEL ID: 08314111 USE: SINGLE FAMILY ✓ -0 >
/ PARCEL ID: 08314109 ZONING: R-5 6
ZONING: R-5 USE SINGLE FAMILY
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PARCEL ID: 08314510 ,3 ���.. �\ The RP.a Awcu NC 2a22e LLI
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DEED BOOK: 21060-923 • I PROPOSED ���/
PARCEL ID: 08314509 LLI \. ���''�• � TIRE PATH z
ZONING:vACA2MF �., i TOWNHOMES �� �`%:
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DEED BOOK 21060-923 :�� �� W ���'�� �'NC ll�Po4aysxlm
PARCEL ID: 08314508 I `O .. Q � a MOVEMENTS
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aMr Mtge 1M.Low ao.Avemon 9 ,��SOfSIGN� ANTHONY M FUSCO TW.Renalu '2'2„Pr1i1n,,DEED BOOK: 11868-542wMuuna nr.anVILLA HEIGHTS PROPERTIES LLC o. PARCEL ID: 08314409 yyya Onneemand taA�owLn^2e2zeyy,P1R1PP222:I:
ZONING: 0-2 , 2Q""*AwsyaMl„CLyMC2a22c N RODEED BOOK: 21060-923 o. 54 53 5 51 50 49 QD ® 46 ® 44 ® USE: OFFICE �uosot �<,..C •. �
PARCEL ID: 08314507 s�ppyy,, nyµ1-yeoy ��` -.e.{CSj••.,•�
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WALL , NC LIFC-253
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FIRE TRUCK Project Manager: MDL
SEE PROFILE FOR DETAILS CATAWBA AVE.
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i_ Drawn By: SJH
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o WALL WALL t. ,`'e Checked By: MDL
i.S STEVEN W TRAVELL EXISTING
DEED BOOK: 20317-220 BIG 8 LLC BIG 8 LLC FIRE HYDRANT W.,,
CUSTOM REMODELED HOMES INC PARCEL ID: 08314901 DEED BOOK: 22201-706 DEED BOOK: 22201-706 IDN-0P0003 HYDRANT TEST RESULTS Date: 11/25/19
DEED BOOK: 25301-822 ZONING: R-22MF PARCEL ID: 08314909 PARCEL ID: 08314908
'' PARCEL ID: 08314814 USE: SINGLE FAMILY ZONING: R-22MF ZONING: R-22MF NO SCALE
ZONING: R-22MF '®3 USE: COMMERCIAL USE: COMMERCIAL
USE: MULTI FAMILY Project Number: 18021
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REVISIONS:
NOTES: Na Date By Description
1 1. THERE ARE NO BACKFLOW PREVENTION Sheet Number:
DEVICES PROPOSED WITH THIS PROJECT.
CONNECTIONS TO THE EXISTING UTILITY
SYSTEM WILL BE TREATED AS INDIVIDUAL 7
RESIDENTIAL CONNECTIONS. I o 0
2. TOWNHOME UNITS ARE PROPOSED(2)STORY 0 30' 60' 120'
HOMES AND WILL REQUIRE A MINIMUM FLOW OF —
1500 GPM FOR FIRE PROTECTION PER NC CODE.
SCALE:1"=30' SHEET# 29 OF 29