NCC240846_Site Plan or Location Map_20240402

1 I2 I3 I4 I5 I6
NOTES:
D Ei ? FLOOD CERTIFICATION: r•r NORTH CAROLINA
S. (59.58) ASPHALT SURFACE< \_ (s9.56) I/PHUT suRFACE cauRs ,�. 1.ALL FILL USED FOR RAISING SITE GRADES OR FOR THIS IS TO CERTIFY THAT THE PROPERTY SHOWN ON THIS PLAT IS LOCATED IN A /." Al85PTrrTT,T*TRAY nun?TECH]Ll `
pSP SPHALT BINDERPHALT suRFACE COURSE REPLACEMENT OF MATERIAL THAT IS UNDERCUT SHOULD BE MINIMAL FLOOD HAZARD AREA AS SHOWN ON MAPS PREPARED BY THE FEDERAL
V\C\ \ \\\ \,,,,,.. (59se) UNIFORMLY COMPACTED IN THIN LIFTS TO AT LEAST 98 EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION,COMMUNITY
E (119.00) .• �rvc9OT C+BCo PE t OR TYPE 2 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY NUMBER 371078400-J, DATED JUNE 18.2007.
ENGINEER CONTACT SITE NOTES: :'•900000981 ttPE1 DR T1PE2 s i COMPACTED TO sax nsrMolssl e DENSITY(ASTM D 698). IN ADDITION,AT LEAST THE UPPER
COMPACTED TO 98%ASTM D1557 •'%' '- 1. CONTRACTOR TO COORDINATE FINAL SIGN LOCATIONS WITH OWNER O j•j•O 18 INCHES OF SUBGRA N FILL BENEATH PAVEMENTS AND
JAMES L.COVINGTON, PE PRIOR TO INSTALLATION.ALL SIGNAGE WILL BE PERMITTED SEPARATELY. O\V✓•0 \G\E�'� \ FLOOR SLABS AND 24 INCHES BELOW PAVEMENTS SUBJECT Department of Housing and Residence Life
1- O y i. 1�r\ -ii\'
w 3 4 s C80VI 11 EUTON LA S&TREETOSUITESB \ \ COMPACTED SUBBASE TO TRUCK TRAFFIC SHOULD BE COMPACTED TO 100 AggieVillage2Office201
rn o,o GREENSBORO. NC 27403 2.ASPHALT PAVEMENT AND CONCRETE PAVEMENT SHALL BE DESIGNED TO HANDLE THE COMPACTED 520855E COMPACTION SPECFCATIONPERCENT OF THE SAME ESFAAREOCOMMENDAN.THE BTIION ONLY,OVE SIGN LEGEND 1601EastMarketStreet
WEIGHT OF A FIRE TRUCK.(80,000 POUNDS MINIMUM) RESERVED PARKING-MAX PENALTY(PER LOCAL CODE)
o m (P)336-210-3098 OFFITE ASPHALT SECTION-(GDP) ONSITE ASPHALT SECTION-(ASP) SPECIFIC PAVEMENT OR FLOOR SLAB DESIGNS MAY REQUIRE a�(MUTCD R7-8&R7-8D) Greensboro,NC27411
o SALEM ST.. fames.covington Ocovingtonassoc.com 3. CONTRACTOR SHALL VERIFY ALL LIGHTING FIXTURES AND LIGHT POLE LOCATIONS WITH A DIFFERENT COMPACTION STANDARD.THE CONTRACTOR IS
���i� (N.T.s.) (N.T.S.) RESPONSIBLE FOR PROVIDING SITE WORK MEASURES IN
z� cccc//d THE CITY OF GREENSBORO PRIOR TO INSTALLATION 40 VAN ACCESSIBLE HANDICAPPED PARKING SIGN
SITE STRICT ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S (MUTCD R7-8, R7-8A,&R7-8D)
4. ROOF TOP EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW ON ALL PUBLIC _(a,000 Psi) RECOMMENDATIONS IN THE PROJECT SOILS REPORT AND/OR Bluford Street Student Housing
ROADS. ON-SITE RECOMMENDATIONS PROVIDED BY A QUALIFIED NO PARKING: DISABLED PASSENGER LOADING SIGN
BLUFORD ST. GEOTECHNICAL ENGINEER DURING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE VERIFY ACTUAL BUILDING DIMENSION WITH THE oRpAN OON N0'VO5VBOOB _©(MUTCD R7-1)
ARCHITECTURAL PLANS. �� 2. PAVEMENT SPECIFICATIONS LISTED ABOVE ARE
1001BlufortlSt
RECOMMENDATIONS ONLY AND ARE SUBJECT TO CHANGE -KW STOP SIGN (30"x30") Greensboro,NC27411
6. PLEASE CONTACT KYM SMITH AT 336-433-7309 REGARDING STREET LIGHT COOT CABC ME 1 OR PIPE 2 \ BASED UPON PROJECT CONDITIONS OR RECOMMENDATIONS (MUTCD R1-1-30)
VICINITY MAP MODIFICATIONS. PACTED TO NON ASrM D1557 CONTAINED WITHIN THE SOILS REPORT.
NOT TO SCALE
3. UNLESS SPECIFIED/DETAILED WITHIN THE CONTRACT
COMPACTED SUBBASE DRAWINGS,CONTRACTOR SHALL PREPARE A CONCRETE JOINT
ONSITE RIGID PAVEMENT-CONC LAYOUT PLAN w ACCORDANCE WITH ACI 224.3R1s OR ACI
330.1-14 FOR CONCRETE SURFACES AND PROVIDE TO
(ICON) ENGINEER,OWNER AND ARCHITECT FOR SHOP DRAWING SCO ID#:22.25642.01C
APPROVAL PRIOR TO CONCRETE INSTALLATION.
Code:42237
Item:301
u " I roP=;A:
II P INV IN=768.72 GVWit I
II I II I S86'04'28"E -� VIA\/My 3
I� I I' la In 128.14' v 4.24"OAK 586'19'20"E -.� 123.40' ,
-c I „°wu ° JI U illy (*Tk zl F DESIGNER
E II 0 wM 'r ni Ift
I ii a •o'I' I dl i��ii1- 'el II
PARCEL NO. 4/82 „ I I 1 CIF i 0 11.IUI x CLARKNEXSEN
r iH 1 el X
PIN: 7874072521 1 3 : o xl I� 'u�, 1 4
I EXIST.SSW M I a
OWNER: MAE KOONTZ LIVING °WM dl I RIM-796.1' ICI e real •
=792.8, w E 1111 Metropolitan Avenue,Suite 333
n I PARCEL N0. 4783 N I� o'ooE MH of 1I2 a"BIRCH III 'CI M Charlotte, orth Carolina 28204
I� 18"PINOAK F RIM=773.a2 F
TRUST; KOONTZ MAE H ee5 -G WA I �„ IN=767.45 0
'^`� S86- ,1,66 0, I n l Z L-> T:704 377 8800 F:704 358'1037
TRUSTEE;KOONTZ, ALLEN JAMES I zr'MAC. PIN: 7874072571 H gip° V BAR 266.64' 16"WALNUT aNT=763s7 z4' PIN OAK 1;al IM N WWW.0 ARKNEXSEN.COM
k ° a 9"PIN OAK ;I 4 EEr 1 NC Professional Corporation License:C-1028
TRUSTEE;KOONTZ,
OWNER: BURG, GREEN LEE, ETLA F1 WM I ni'`
N I o
ALLISON KEN TRUSTEE t 15"MAG I g I I ; 1 ADA ROUTE 5% x a l',I�I Q I„
wM°" I3 MAIL ADDRESS: 1348 BUCKNELL DR. wM 12"PIN OAK W
'I ' W I I MAX. SLOPE ®N aI I ii OAK al I �
MAIL ADDRESS: 1000 SALEM ST. 6' GASTONIA, NC 28054 F G"OAK A
GREENSBORO, NC 27401 I I PROPERTY ADDRESS: 1002 SALEM ST �G III i Iu�-I 2 HICKORY 7' I�5 {;s CONSULTANTS
E%I .SSMH
PROPERTY ADDRESS: 1000 RIM=.,3.1 „ INV° III M% .m N w I ^,�
ST our=7s s1 R ICI N f ii 18"OAK I y I PROP.BLUE LIGHT EMERGENCY CALL(BLEC) n _ III PROP.BLUE LIGHT EMERGENCY CALL(BLEC) `DPP G Al e
SALEM N EX.CB x,l a F f PEDESTAL ON 6.5'x 10'x 4"THICK I PEDESTAL ON 6.5'x 10'x 4"THICK o
,'I"„f Ya TOP=E101.26 :::iI E%ISL55MH I I r I �� I„I Itl
p CONCRETE PAD SEE CONCRETE WALK DETAIL I Iu CONCRETE PAD SEE CONCRETE WALK DETAIL IywTA lINV IN=797.97 RiN_egs.ae X I u 1= FOR CONSTRUCTION&INSTALLATION SPECIFICATION „ �`' lu FOR CONSTRUCTION&INSTALLATION SPECIFICATION �G NI r JrINV OUT=797.92 O IIIIEXIST.SSMH flI G iw N (SEE C-601 FOR DETAIL)
- __________- Our=79a.88giIa (SEE C-601FO:7E6:ocAIL) RIM=795.73 IIN OAK ' � •-----•_ __ N=7e1'B3 {�pC���q NO3'42'25"E I Carrie frye
PROP. W- -____ --- __= WtA°°_ _ our=79I.67 I lu'o 2"MAPLE?a`i161.77' iul interior design
_ c..-,. . � P .. S$URB&OGUTTERSS- ---_ OSW EX.C- - --PPRO%.LOCAl105SF X.6=-==-LINE=W_== 9GI \t• 20 M 111 �.,ts' `p� pIlof I!y'
o HC -W- __ _h' A
- _ I "DIP WATER
Q77 �� I„ _ PR HC �O• EX.-."11-
B RB�Irt SS _w _ - _ AP•IOX= - 6'2400"W= CURB _ =25s50' _ _ - APLE I11'aCI-" G �(+'� a24"PIN OAK30 EPIX.SDM AK III
j _ ��------- RAMP TOP-Ef0129 APPROX.LOCATION OF EXIST.8"HOPE -- IP WATER LINE Ex -- �et52 TOP-772.37 III 1 STOP •� - ' _ I` =79804 w PROP7' N EWER PROP -W _ SALE x O PIN OAK N IN-767 pll
II � �'� -�'_ _ EX. -W _ INv our=767.03
2a a _ _ ----_ - - - -CANTING STRIP PROP 5' R/WS �� 8 A(+R. 7� d4T.ai� � ____�. -�n, r226 / RAMP , _[-' _ SIDEWALK - -�. LOCATIONOFE _
M ST. LocAij a� 263 N 7676D ` ' i o
Fc-Fc - 1 �_ �� ��- - � ¢' oJ1R w- v\ ss^w-=-= zsss�• T T
N85'46'
•
• • $8,6'• .5$'; • _• ••• i N PROPOSED W- APPROX LOCATION OF ��4 =N �- I - w'' 1-
II if m (IYP.) I \ ® a" ` �_Iij
I O ® I �� �, ® ® STOP Ia TJ.Ir����; _------- �✓I ==a -W W 6"CIP WATER LINEX. FRB - V�-f I W co_V __
����,��� ®I , ^ ��. 'MA %� "_ OHP-URB -_ Q. -SS ----- APP LOCATION OF -
II h I A � {�I ,,• - _ - - - ! - ----- o- $$ _-- a HOPE --
.� 2 I I �,7,,,,��R�,�S",� ®® ®� i� 24.1' I�1 ® >� � �_ '' Ig, `� �_ OHP OHP o _ EXIST SS_SAN.SEWER W {�`'a�}
II P S o �_Se �, ® • ® yl FC-FC I 'M> ® �• �. I• _ II - = �.. 196.15'-y �� OHP� __ .`1' NEW CURB&GUTTER --- -SS- ---- 18 l
• • 1 �IG: S86'03'S3" ----- 'LONG ENTIRE SITE DEVELOPMENT =
1 g g �«�. A _
D I II R 5 I `v I ��� ��I�I ®/ ♦ } I( ) 11 �a I•®•( II • am ':'(.7:;-
PR S1p:NlE �E_J SR3 -.,=, OHP f 3r S$ - --- 1 ir° BIRCH
5 2ORI \ 'e�-�i►�'ei�ei® 1 P y, �M ^� Ion :' g QHP _ G S T E W�RT
AN
II I� 4.� I I 0)#�,t+��V„ V#4• ♦- , V1�7(�LS7'1�^II a I PROP. - 9 1 / 9f309 �H AlZ;rt
_
II I "•�� �� �, b',I �� N PROP.24" PROPOSED 4' II- HC RAMP D • „. OHP _= pNP
9 0 ��� �,' �, v n v GRASS STRIP 1 - PROPOSED 5 :•+
11 I a Q �� �I �I 1 ?- G/G(TYP.) I I _11.::: v ' m;;
1� '.: 1 I II = • (TYP.) I ,6,„PI„#,, ® II I S. OP-OFF LANE -,.t III
TIE LINE _ ♦ } )0 •1 ',' '' ��,�,�����,� ® I
I ROLL CURBINGR Ir P1 • I
1 q$p �, �,, �, ® I 90 R50' 3 _ PROPOSED THERE SHALL BE „ N -ly � '_"''S 1 -X-X-
O '- �� �, # m „ BLUFORD STREET OR OF PUBLIC
WAY .�I ,�1
1 I o ® o c evaE RACKS PROP-NCATsu P �� EXST.55MH Covington&Associates
0 4 al' m .:�< RM 77342
11 I S • ��� �, 71X ) 1 28 K
5 -s a 1 REPLACED • r I - / N Iry 76745 "Reshaping Reality"
(1YP 1 ryp) I EX.FIRE HYDRANT
NO WORK PERMITTED '' 11 R "x IN 7sa.m
II BSI I ,�� -ON THESE PARCELS ••A 1 1 �' } III
- IX .t 1 :� STUDBUILDING SING �® III;!II ®®® PY°- f� �� s01 'PROP 24' o1/ I
Ii1 I ® I �A� `J �I P.> I mz - 1 , e -.► C/G(T)(P.) ..S PINE Ix
111 UPONINSTALLATION OF PROP. P Oi1 R]S•2.0.15 I ♦ } UPSTREAM STORMSEWER, 0� PQyRSO I TRASH - A'3°, �^O' 1 II 100yII I .±• I DEMOLISH 15 LF „ } '�I - ft\' PROPO ED I •I I ,, BIN - } 1, Ix11 I I Iof 15"HOPE �`' •~4N o f 8'PLANTING • Io„ ___ PROPOSED - I O 9 0 9.0' I�� IT
I I •
II g 0• 1 GOING INTO EX. GI-A, „ 1 PQ 7 PROP.24"N ® STRIP '' N u.+ r TRANSFORME:. O m M
lif
II A$P I IGROUTPLUG I �, ` 3 RNC/G(TYP.) �� R "�I PAD LOCATIO - I 18.0' ��� I O 1• '• �1OII II (ttP.) I THE OPENING t, •I 2 5 u ] 24.0' 1
- - 1 �'��„® °" R°' 1 •
IIII �� engineering
i irl...11.. IO����� ® I 1
.�®® cI Al/� ,��� 1i► 150 Fayetteville St Suite 520 Raleigh NC 27601
I I BOLPgRos I ,1 O 1 I za.o' ryS1 `•-`R 90� 1 1 9 I �X19ZJ5 thT Sty t300 Ch ltte NC 28203
P.II (TYP.) ® PROP. i .��.6 (TYP.) 1 " n I PROPOSED ..� �j 1\5 R RELOCATED I � 1 ^ •• a • GENERATOR 7' 'a• �i R3.S• I xNorth CarolinaLcense Number C0914
•
1I OF SPILL CURB o I ?O POWER POLE___ [, �CJP S84-y98 �,�• 1 F�:u I N • ... 1111111i O f -��pp N �� �� c''O- •'1 I I
II R s• ` 1 X
I P•OP 256 LF ----- _ '
II : PROP.24 II ,y v r (TYP) II I ;.I / .......
II 7s•2-O'Pv5' c/c(rvP) a 'o.� 1" II YARD --► so
1. R
PROP.BERM CON - R
JCHEPH w. ., I u o Rx , ^ I Ano - SEALS
/MOREL ESTATE 1 A P II ♦� - O•' 'S „
D.B.28a7 '1 I� I
a i' P;3, N^� A ry �� au 9.0'I 9.0' w,i •R �N `V24' C/GP) - y PROP6"® X21R® JII! _ R. X I Low CURB ,____________
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x \11111111/J7PROPOSED.3' CAR /ZPROP 24" � • wi E• GI I: i
24.0' O 1 I '--- PROP 24' . • N°°°°o O72,,;tJT14tTY,,:.• C/G(TYP. X I11 I 1 I RETAINING WALL RLOCATE EX 12'GATE s -:CI �- �� E ° �'����
• STEPS
_X_ o°°S 5 o°o
C C/c(rvp.) i1 e ` P (Tr) 111 IN-so�a3 FC-Fc u 'I TO BE OC OF CENTER <I I x� ?�� y°9�=
II e- '`r- I ' oIIII 1 1 11 „ `i ALIGNMENT OF PROPOSED a.. x ° ,
N'S v _ (TYP.) 1 8'WIDE TRAIL ¢� ' I =-^ 157 •1 t�'c
il 1 2.0' P S, n 3 OAK f, EX x
ii
® 11
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11 Fc-Fc s.o' I a � ®�► - Inu 4
1 (ttP) '} 1II' . I \, SUB-STATION X X A=X_
5
EXISTING , .,
zc SII' ADA ACCESSIBLE -X_
24.1' �g 1 FC FC
5f 'DOTE 5%
FENCED IN i X o X ,.,/ i JJt r\\Z 21 2
,,
` '-:A -------___i FC-FC _ MAXIMUM SLOPE
JJ o
9.09.0'�90p1 o'.y,.,' L I x PO EN X, �I itIL.:
x i=e
,�� •• -"" i :�4,R4F.^G`tsfDEyMFI:K 1 ----- --PROP.24' --------- ® •��II I '• - J - PROP.BLUE LIGHT EMERGENCY CALL(BLEC)5 x ,a /%r„;-/. . __= ===«<e ___ - - C G TYP.) u •� PEDESTAL ON 6 5'x 10'x 4"THICKNI ' • < � " „ f -I I N MHI 1SEE
WALK DETAIL
TA. o - `�'_ __«__===m % . ..:pRQP' ... 1 I►I� FORCONSTRUCTION&Cr�} 1�• u D INSTALLLTIIONE SPECFICATION ..a 66�6P' PROPHC q --- J/�• ® -N86'2237WwALK- s On 601 T IE 778 t2EHi
AMP = •` -¢- •• .•fL.= ----- 13�- - STEPS 766.35sJ •�:i11�/IVSEX.R/W R o -__________ = _AS WM �` �r�Od - - XXli. � ..- � � "�� PROP. (SEE C FOR DE AIL)Ex=«=z__-==_>___ _ __�___ ..I_� sssa' PRop 3 - SUBMITTAL
ss- star:gT_KL_ �___�= N8603'27"W ef'.::, I_____���===zz==>==_ '" V , _ INV-76631
• i_ xwPROP.HC SS------ ;_.f- .a . ia'EX 78'R X EX.LE.o n7.6� B .E //_ -- $s_- G G F.�•_ �, ;:; 3 - EcI 6�-, %z TOP CONSTRUCTION DOCUMENT SUBMITTAL#2
_ - _� EIP "'• '' �. - 42 EX CB 7DMHI76 05S ,I 1' I I0.67 i TOP 776.06TOP 806.92 _ HOP -yyS_ _WS$ (-I_5S_-�- _________ _ - 429.13'TOTAL 135.0' �� L -/ �� ' INV-77.56
INV IN 80435 \\ , ---- EX.CURB HC RAMPIx' - - ._. -_�--== 'g nE uNE • •• v 6 '''-' ' 1 GP FEBRUARY 21,2024
INV OUT=804.31 EX CB P _ _
TOP=806.78 -•- - `
INV=804.24 SJ' EX. 1 Ir -w- $$ �i---SS SS 4HP_-Ojg- 0 ,RarQ> ..:
TOP=808.05 II D-2_ Ra , _T-T-EX-1"RCP= =__ -
\ INV IN=806 805 Ii EXIST
OHP •+•X' s$- \F `�-�/ /
BLUFO w- ss=_ oHP o vxP�-_
Ex.cups RD ST.(LOCAL) -W- - - -w SS �+ 1 ; 8I OP=776.32
\ INV OUT=806.1 II IN=798.98 -� -L=--- - •9-SI---$$-_I I --
\ ouT=798 as a�a Q� Ex. SIDEWALK = `_ • _ �� n w-I�pi 14 DESIGN: JLC
\ II EX.HVAC \„ X �- WIZN EXIST.POWER I= -w- T ©- - DRAWN WDP
y •••II- - •• POLE TO BE jig; x REVIEW: BKA
II PROP.BLUE LIGHT EMERGENCY CALL(BLEC) L• - I TOP= s.o6 p^T`
SSMH \ II II A �FD EX.SIDEWALK ••1 9_ __ _RELOCATED
1 jW I INv IN=7:11
TOP=809.4o Wp\.K PEDESTAL ON 6.5'x 10'x 4"THICK , `-pHp �____-__ _� I=-IN9 oMTno.7s 1 - REVISIONS
INV IN=801.98 EX.5\DE CONCRETE PAD SEE CONCRETE WALK DETAIL �/ Iq == I •1
Legend OUT=8o1.88 ®® •
FOR CONSTRUCTION&INSTALLATION SPECIFICATION I„ EX. ii 12"MAPLE 151 W il_ 3 _ i._ EX.15 •_=__t-r__ •_• __--.-- ___-------_
g \ E• * (SEE C-601 FOR DETAIL) 91 ASPHALT IW _.,,,-"2--"'"--
Ex.soMH r• • N0: DATE: DESCRIPTION:
\ m PI q Ti,t} _ _ -ELICI15"MAPLE TOP=ne.6o O I y�q
B 800 801 \ EX Re HP Mi /i ,,,,__„1,-_,------. e X '2 INV IN=774.1 / II O
MAJOR CONTOUR MINOR CONTOUR \ `�A EXIST.55MH „i /n 16" WMS o ttn>J I
EX'/ IF,-,1I INV OUT-774.02 I
EIP EXISTING IRON PIPE P POWER LINE
U Im r„) RiN=iei.4i • 7E ui iuAl 4 BFPCV o° u I �EX.SIGN i I
NIP NEW IRON PIPE G GAS LINE O I 0 Our 76726 III
- - ill
E%.GTI
GENERAL NOTES: wv ns:oaa i ( I EX.GTI
LIGHT POLE W WATER LINE 1.CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING Z EX.SIGN " I EX.BUILDING OVERHANG -_ ( I I i 0O07za<a
-SS- SANITARY SEWER LINE CONSTRUCTION. I u I IN- t ' I I
OS SAN.SEWER MANHOLE 0 In EXIST.55MN ^F 1 i I I
2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START NC MAT HARRISSON AUDITORIUM _ I EX.SOMH I
caL POWER POLE II RIN 779.33 P TOP=779.a2 I OF CONSTRUCTION.ANY DISCREPANCY IN LOCATION,SIZE, OR DESCRIPTION OF EXISTING II 3
MBL MINIMUM BUILDING LINE 3.33 1 INV IN=767.6 I
WM WATER METER FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE it ON.on ;„ __
R/W RIGHT-OF-WAY ENGINEER IMMEDIATELY. TOP-7a2.73 5 I I --
Nv=777.]3 NC A&T Hines Hall I I
❑GTI GRATE TOP INLET A II } 1 I I I I
fTbSl®O DROPCATCH
INLETS,JUNCTION BOX
INLETS,JUNCTION BOO • CLEAN OUT SUITABLE 3.THE CONTRACTOR
CNONNECTIO CONNECTIONS WIL THALLREQSTORM UIRED 7DRAINSO DO AAND LL WORK
UTILITIES EFORRTHIS PROJECT. Y Y TO PROVIDE ii I5 //
o 11 Oct II
HC HANDICAP 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING,AVOIDING,AND PROTECTING m II EXIST.SSMH ' / 1 SHEET
FIRE HYDRANT O DRAIN MANHOLE ALL EXISTING UTILITIES ON SITE. III ex RIM-779.84 I / , I
4'y0 WV I NLLOOF DEBRIS OU�=76694 / N Z / , I
WATER VALVE 5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLES,VALVE BOXES, II 1 y / / ' SITE PLAN
❑ EB ELECTRICAL BOX FIRE HYDRANTS, ETC.WITHIN THE PROJECT LIMITS SUCH THAT THEY ARE FLUSH WITH
CP CALCULATED POINT PROPOSED GRADES AND TO DETAIL AND SPECIFIED STANDARDS. II )'ro I // ' I II
• CABLE BOX x-x- EX. FENCE 6.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.G.AND NCDEQ STANDARDS, I I II I
I
AS APPLICABLE TO THE SITE AND UTILITY CONSTRUCTION. BID NOTE: ® ) w '
N/F NOW OR FORMERLY ITEMS TO BE REMOVED,TYP.
7.ALL PRIVATE ON-SITE WATER AND SEWER TO BE MAINTAINED BY OWNER. BASE BID:
NO REALIGNMENT WORK OF STEWART STREET AS THE BASE BID. THERE IS TO BE NO
I^ -,. .I PROP. CONC. SIDEWALK PROP.GDOT PAVEMENT 8 THE CONTRACTOR SHALL CONTACT DUKE ENERGY TO RELOCATE ANY EXISTING POWER REALIGNMENT WORK OF STEWART STREET AS THE BASE BID; HOWEVER,THE BASE BID ISLI:I C 1 0 1
POLES.ALL UTILITIES THAT ARE TO BE RELOCATED DUE TO THE DEVELOPMENT OF THIS TO INCLUDE THE LABOR AND MATERIALS REQUIRED TO INSTALL UTILITIES IN THE AREA. _
' :� PROP.CONC. PAVEMENT SITE WILL BE RELOCATED AT THE OWNER/DEVELOPER'S EXPENSE. ALTERNATE BID:
N
PROP.ONSITE PAVEMENT ' DELETE"NO REALIGNMENT WORK OF STEWART STREET." STEWART STREET IS TO BE
9.THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND
PROP. CURB AND GUTTER AND OVERHEAD UTILITIES. REALIGNED, GRADED,AND PAVED AS INDICATED ON THE PLANS AS THE ALTERNATE BID.
0 INLET PROTECTION EX. FENCE AND UTILITIES 10.ALL DIMENSIONS SHOWN UNLESS OTHERWISE NOTED ARE TO THE BACK OF CURB.
xX
SF SILT FENCE 11. ELIMINATE DOMESTIC WATER AND SEWER SERVICES TO THE MAIN.
ITEMS TO BE DEMOLISHED
� 12. COMPACT THE SUB-BASE AROUND EX.GI-B AND PROVIDE A 6"WIDE AND 6"THICK 0 30 60
`saB' EXIST.TREES COLLAR AROUND THE GRATE INLET FRAMED OPENING.
SCALE:1"=30'
CN
A X"TREE TREE PROTECTION FENCE