NCC241529_Site Plan or Location Map_20240520

PROJECT LOCATION
BROOKLYN HILL PACE STREET
Ve a W Peace St 11 VILLAGE Oakwc
Mrr. ,Si r Peace Sr s n Buu^nuy s
r-=ns; OAKWOOD
Pwla, ` GREEN
AMERON PARK r°"""
E b
�°' e+°' ,o.GLENWOOD 1 5,, 6 z
` `''. SOUTH z HISTORIC
�2S', C.epeW %... .y sE_ OAKWOOD
NORTH BOYLAN z r` rI.,,,55c St .sr
r II II _, North Carolina Museum
Pt PROJECT ' II II Yof Natural Sciences DOWNTOWN
LOCATION HUGRY
North Carolina Q E Edenton St NECK NNORTH
Nillsl .
LLINGTON PLACE I Statgg1Capitol nH t
II r•"'II New Bern Ann
ST MARYS Raleigh y `"'
TOWNHOMES I I S 3 COTTON
tral Prison 9 y II v,ran rrdprns a
I Y
Raleigh Union Stauon° � ,, v c
11 MOORE SQUARErN;,i„s
03 AYETTEVILLE
STREET
BOYLAN IRaleilhn a
HEIGHTS ConvenhonCenllr PATTERSON HUP
0 II
`ye'�M .sr 0 Il ,�II II . ' _ GREEN
e�
Heritage Park b ari
. ..r( )���N QUA
e•.rc4�. 11 BWd n _
� i r Luther K.nO�r
..
.Park at Dix Park 9 lus, a SOUTH PARK
j reesi • t;
FULLER HEIGHTS/ �'A°
E Brwps
a
II I h d
ti. I
Roofing Supply Group.`'''...5'

REGION MAP
//
. -
!
a.,
.
1
,,,.• Sr V . .„C"*"
.,.
\ It b 9 1
Carolina Country "° .....„,
• Ifr'
. Skyer.etrr
I..
t.
"4,46..10 N
. ( ..
HAYES OAR TN
.redith ' .. yb-
1 -
WILDERS G
•.',. ,,,i. `,;I'' / AO
..ollege CAMERON : 34'
# . VILLAGE4, ,,
.. :,ST RALEIGH i
GLENWOO PROJECT 4,
LI
SOUTH 1111 ' LOCATION..
.
PL OWN .illen Park 9
I .,,
0 1.10109E:SQUARE r,
, Dorothea •,•j-- other or....rr WO 4..'-'" 4..0 DiiP'ark
,.....
,,, • :!1 I
. 1
-4, •_:::•1•• ....
a• --,i'-'•
• . 1 _
, -
• - 4.21 , , g. z
I__,-..------ --
Nov. , • .7._.
EMI ,
E t
SOUTHEAST
Or,
.
'..? ' RALEIGH
,., II .

r I I I I I I
1
I I 1
I
Phase 1 : East
I
I Civic Tower
I 200 West Hargett
I
Street
D' Raleigh, NC 27601
RIM I
// I I IN V.:329 83 12 IV RCP ,� '
8'CLAY PIPE II Owner
i-—t t o NV.332.26' I City of Raleigh
219 Fayetteville Street,Suite 801
I 919-Rale996-5575h,NC 7601
aoT O� I 4"HW
�� QOT ��� O Architect of Record
e L' asT- o F� � RATIO
/ [ / Ir- 227 Fayetteville Street,Suite 301
_ Di a ` I/ / / / ��� 'i I Raleigh,North Carolina 27601
�� -- — - - __ _ l I
/ L w���j R 919 821-0805
1 _
- i
� - 11 � � / \� , '�II Design Architect
3 1 C ` I Henning Larsen Architecture,PA
1,
I ��� I '- --334'-- -- / DI 43 m 250 West Broadway,2nd Floor
�PK j i �� I New York,NY 10013
III. o13`I EMI I 646-880-9600
M. ... may— R4: Li I 31:14b716" Structural Engineer
W
r �r 1 I a I Lynch Mykins
w> 13a, a
301 N West Street,Suite 105
0 I 2M1vr.333.393 - I I I Raleigh,NC 27603
INv 33068'8 DIP INl I a34 ----- - - 919 782-1833
Z Q INv 33aP9'n Rc P s; T _ 1
Oi I 319 2Rcr LJ �I nh
,,,C �';';. Mechanicalret I dal I Engineer
o a T Barrett,Woodyard&Associates
INLET PROTECTION,TYP. I 1255 Crescent Green,Suite 230
J AREA 1 II Cary,NC 27518
Q� BLOCK AND GRAVEL DROP
asI a /A: 11/ I 1 fi
/ / CI STOCKPILE ! I w 919-747-9884
II I I ( 193 wc2a O� 11 III
SILT FENCE OUTLET,TYP. � I17,
III I Civil Engineer
Tran
"� 1 I / I II I O 1 Glenwood Avenue,Suite 600
H,,, Lu i
�� III I ms
rI,- igi /
'I 3 o Raleigh,NC 27603
I O I
1 11 U u 919 789-9977
11 '11' �m
I
T1,_,.°I.� LOD II I d Fire Protection/Code
I I Q
I� plI I STAGING' / j / II O Carolina Specialty Engineering
I SILT FENCE,TYP. II AREA 8000 Regency Parkway,Suite 580
II �I i� a.(3�_. I® 0 1 I I ,`° Cary,NC 27518
1 919-424-3858
I9 III o A I o AV/Technology
3
. o err I 1 SMBW
�) /o / _
/ __________. t \\ f= III Arlington,nN rt VA122201 Street,Suite 360
11.4 III I / ' / I / \ / ��RENE SL91 \ I I - 703-243-6301
____
III v i/ i // c�oo °�� CONCRETE WASHOUT,TYP. KRM Food Service Design&Consulting
# I oFood Service
I II • UTEMPORARYCONSTRUCTION FENCE,TYP.
1I v / iza<sa oa'Cu �I� �� 1 9116 Lanigan Street
""" ;i 1®'t�0� �o� CONSTRUCTION ENTRANCE,TYP. 0 V ""� Charlotte,Nc 28277
�-B ��:� R ey _ _________ w c.a DAR oT
�' o.c c - RAIN GAUGE AND RECORD BOX
�I pl __ RCH = __________ , /•� •1 704-724-1045
�- E o•❑� �� ����� --- - - - Vertical Transportation
0 „ . '^ ""'.� �o• :' � ��' w1�FOU TAIN PL� �.ai �. I A
ii it3 — _13$IRT,� �_-...:__ 03 R /F /, 1 w 00 ...ay 30.... ........... ...........
�( �� a Lerch Bates
_ �® I - rfre y,Suite 1300
nl� ceosswA�K mrtal- u.rr-r�-rrr err" === == == - r � e 'I o�. I ® V l Pa*� ��i1 WATT / LETPROTECTIO TYP. Atlanta, Parkway,
—III ifTi7):'
S� __ _ � ( - - fJ °- a !� ' 0 f ,.• 0 0 / Facade/Waterproofing/Roofing
\III '- , s \ _ _ _.__. __...
��m��l1J� ��������� \ ' /� ��� , REI Engineers
_ G 711)
III ,— -1, — x ni s , 6� ��11� � LW "'• _ j1- _ 9121 Anson Way,Suite 100
-r�-— _ r �� ,�= - "�'M"—� o`.I . \ — � rill \ _- t. _ },1 ° Raleigh,NC 27615
i TrF sir - =r -.�. O
li O -To-f ,o �o_ / -,---,� moo° y � —� o s1s-845-1450
Fr ros �
wv III I \ - - i / sna4ibv��o =.r� ro \ / D
_ x T� /-ro Ian 1-/
w— R w —w----- w — y — w u636325.299�xs� o� — ro- ro
9z
�3� _ -- A�/,j�51\ sea- vv L06 v i CF /D /�LOD T('F
I /
G Ir -III o K k\ LQD-- -LOD �oD — -
1 .t �f _ _ ,,,-ems / INV xCp� v v WEST HARGETT STREET \( �" �
crvuH© e�� III sa�� o ., - _- - i v(66'PUBLIC RIGHT-OF-WAY) O
ID I - I .�'k\\\ \ 325.216
vSA — —7_,,,,,_-,-,- \ro1� _ra Sy�BROW_- _, \ 1 O
CTVHH
� �=_ kk INVI L6Y"' � s 33e� �`\ \\ 3 \\\ �� `/,/xd sT r SEAL DATE
III I 0 fo— —_ -- cc 5--�_ xo \ \ \ \ \\ \ ,ii N1,` V, I q
a4111W rvHH _ro E Rrw -_ 17/
ilT „R P lx ,=LAY / ER P RL 1325 x5,B LAY EL —— — _ -r —�— �m
�--.. --- % r _ _ -- PpR,.till .. (/ `� .,......,.1
�',
/.� o ©\ /I// IIIII - -3 _/„ ❑p- -`P\C�:QRpFES510ryq�.2y'�.�_ ��';c�\yPORgpF�9f,''
t IlI2 1 I I I _ _ _ _
i IIIII sEu SEAL
s T IIIII ''all
I = 056p77 = = F-0453 _
ol\ IIIII `i' I �'y G.I . '�\ N;C'
IIIII m h.E'ADR`P\,c
n will = „ ,,,tttt„
IIII IIIII 1� I I 11/29/2023
6 i IIIII I flflfl L
U
I
III IIIII [VAULT
01 gill
SHEET ISSUE
PHASE 1 EROSION&SEDIMENT CONTROL NOTES STOCKPILING NOTES 4 PERMIT REVIEW RESPONSES 12104/2023
1. TOTAL LIMITS OF DISTURBANCE:±65,050 sf/1.49 oc
1. A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL BE ESTABLISHED AROUND ALL PROPOSED
2. PHASE EROSION CONTROL ACCORDINGLY SO THAT EXISTING DI#15&DI#8 WITHIN STOCKPILES.
CONSTRUCTION ENTRANCES ARE REMOVED OR COVERED AND PROTECTED PRIOR TO SITE
WORK. 2. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25'FROM ADJACENT PROPERTY LINES.
3. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS 3. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
ONLY.NO SOIL SAND OR OTHER ERODIBLE,FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE 4. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
OF THE LIMITS OF THE SITE PROTECTED BY EROSION&SEDIMENT CONTROL DEVICES OR
MEASURES. 5. APPROVED SCMs SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
4. SOIL AND OTHER MATERIALS SHALL BE ONLY TEMPORARILY STOCKPILES WITHIN THE 6. STOCKPILING MATERIALS ADJACENT TO A DITCH,DRAINAGE WAY,WATERCOURSE,WETLAND,STREAM BUFFER,OR
CONSTRUCTION LIMITS AND PROTECTED BY EROSION AND SEDIMENT CONTROL DEVICES AND OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS DEMONSTRATED TO BE
MEASURES.STOCKPILES SHALL BE STABILIZED AS NECESSARY,SEE SLOPE&SURFACE STABILIZATION UNAVAILABLE.
NOTES ON SHEET CE-5W.
7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED SCM.
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY AND MAY
BE RELOCATED AS NECESSARY TO COMPLETE CONSTRUCTION ACTIVITIES. 8. OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH WAKE COUNTY UDO AND STATE REGULATIONS. 20' 10' 0 20' 4
ALL SPOIL AREAS OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN.
6. IN ADDITION TO THE MEASURES SHOWN ON THE PLANS,THE CONTRACTOR SHALL USE INTERIM DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE COUNTY OF ANY OFFSITE DISPOSAL OF SOIL,PRIOR TO DISPOSAL. Henning COMIC.'NOPIC THIS
SILT FENCES,DIVERSION DITCHES,BERMS,OR OTHER METHODS AS REQUIRED TO DIRECT FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS OTHERWISE PROVIDED SCALE:1".20' 9 e enxi sonvx AMOR
DRAINAGE AS SHOWN ON THE PLANS AND TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM BY SUBSECTION 14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE(CERTIFICATIONS AND PERMITS NORTH ENGINEERING ,ONAHoo OWNED
- FLOWING ONTO ADJACENT PROPERTIES.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED). Larsen
APPLICABLE STAND AND LOCAL EROSION,CONSERVATION,AND SILTATION ORDINANCES.THE ■�TIO °NSVo xlir 0J Mexr
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES 9. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. PER 2 208o'NOTHE use OF
ONLY AFTER FINAL INSPECTION AND APPROVAL FROM A REPRESENTATIVE OF THE PRESIDING TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. nox oxouaucnnous
PROHIBITED WITHOUME EXPRESS
JURISDICTION. 10. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE(BUILDERS,ETC.),THE FINANCIAL VililirEN
ALCOX0I O cM
7. PUMPING OF WATER OUT OF BASEMENT PIT DURING DEMOLITION AND CONSTRUCTION MAY BE RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THAT STOCKPILE. COPYRIGHT/NW OTHERWISE..
wuen
HEREBY SPECIFICALLY...RV..
NECESSARY FOR EROSION CONTROL.WATER TO BE COLLECTED AND TAKEN OFF SITE. 11. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS
8. TEMPORARY CONSTRUCTION FENCE SHALL BE USED AS SHOWN ON THE PLANS TO INDICATE THE WHILE THE STOCKPILE IS IN USE. PROJECT NO. 19045.000
LIMITS OF DISTURBANCE AND/OR TO SECURE THE CONSTRUCTION SITE AS NECESSARY. 12. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE(WHERE PRACTICAL). SHEET TITLE
9. THE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION EROSION &
WILL BE REQUIRED.
10. REFER TO DETAIL SHEETS CE-500-CE-502 FOR CONSTRUCTION SEQUENCE AND DETAILS. SEDIMENT
i t. REFER TO SHEET CE-130 FOR SEEDING SCHEDULE.
12. ALL EROSION&SEDIMENT CONTROL FENCING,FINAL INLET PROTECTIONS,PIPE INLET/OUTLET CONTROL PHASE 1
PROTECTIONS SHALL REMAIN IN PLACE UNTIL AFTER FINAL STORMWATER./SITE STABILIZATION
INSPECTION AND REMOVAL IS APPROVED.
SHEET NUMBER
CE-100