20210788 Ver 1_2019074_ALL_20210414

CONTRACT SHEET
CITY OF GREENSBORO i1 OF 10
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CONTRACT 2019 074 BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
DIAL '811'
p_609 1 FRIENDWAY ROAD ROADWAY AND S IDEWALK IMPROVEMENTS
STAN DAR D 'TO PO SYMBOLS
CITY OF GREENSBORO
FuQuAy PLACE ROADWAY AND s IDEWALK IMPROVEMENTS ENGINEERING DESIGN DIVISION
Existing Manhole 1/8" (labeled) O
Proposed Manhole 1/8" II
r
Telecommunications Manhole 1/8" (labeled) 0
Exist. Curb Inlet 5/32"-5/64" Ell
Prop. Curb Inlet 5/32"-5/64" OD
Telephone Booth 3/16"-5/16" 111
Exist. Telephone Or Power Pole 3/32" -0-
Prop. Telephone Or Power Pole 3/32" .4
1 City Of Greensboro Signal Pole 3/32" (labeled) Om
Guy Wire 3/32" v
Exist. Hydrant 3/32" fa
Prop. Hydrant 3/32" Alk
Water Valve 3/32" (labeled)
Traffic Engineering Signal Box 5/64" ❑ coe
Gas Valve 3/32"
Grate or Drop Inlet (D.I.) 3/32"
RightIron Of Way Monument 3/32"
Pipe 3/64" 2 em
DB 11Z Meter 5/64"
4441 ,II,
o Electrical Outlet 5/64" (labeled) �. MT.
m Telecommunications Box Or Pedestal 5/64" (labeled) m
o �'
EL LD Exist. Precise Traverse Point 7/64" (labeled)
Z 18" Or Less Tree i/4" (labeled) io
INDEX OF SHEETS a
30 BEGIN CONSTRUCTION) Over 20" Tree 5/16" (labeled)
CONTRACT COVER SHEET 1 OF 10 GIN CONSTRUCTION STA. 0+25.00 Shrub 5/32"
TYPICAL SECTIONS GENERAL STA. 0+18.0o H Clean Out 1/16"-1/32" (labeled) `
/ R L NOTES /DETAILS 2 OF 10 ®c.o.
STANDARD DRAWINGS 3 OF 10 {�j. Light Pole 3/32" (labeled) 0,
EXISTING CONDITIONS 4 OF 10 J Wheelchair Ramp (City Of Greensboro Std. #418) Q
FRIENDWAY RD. PLAN/PROFILE SHEETS 5-6 OF 10 STAA.C3+38 OOTION END CONSTRUCTION Control Of Access Line 5/16"
STA. 7+63.00 I CD
FUQUAY PL. PLAN/PROFILE SHEET 7 OF 10 o Exist. Water Line (labeled) W
DRIVEWAY PROFILES / CLOSEUPS 8 OF 10 ¢ Prop. Water Line (labeled)
FLOOD HAZARD INFORMATION 9 OF 10 •
PAVEMENT MARKINGS & SIGN PLAN 10 OF 10 •� Qom• �` U j Q° Exist. sanitary Sewer (labeled) SS
lvO�P 41 Prop. Sanitary Sewer (labeled) _�•
H v Exist. Right Of Way ---
-J e� Proposed Margin
Easement (labeled)
III
Temporary Construction Easement E
.4
Exist. Dirt Street
Exist. Payment --�---A—
Exist. Curb (labeled)
Exist. Curb & Gutter (labeled)
IJTIL1TIESNOTE Prop. Curb & Gutter (shaded & labeled)
O
Survey Line =o/
ALL UTILITY ADJUSTMENTS ARE TO BE BY pc `. tttto slope Line F
OTHERS UNLESS OTHERWISE SPECIFIED111111111117111111111°)0- �'�� �4',ar®t°' , center Line --
ON THE PLANS OR WITHIN THE CONTRACT a 1 ;;
SPECIFICATIONS. � ` � r 'f /���� Exist. Storm Sewer (line width {ft} labeled) so,..= S = Prop. Storm Sewer (line width {ft} labeled) - -
H �,y 18B59 Gas Line (labeled)
CC ®, ®r. � c - <G►Q�``® Transmission Line & Tower ::::::*®-
1 0 FE�� ®®®!. Underground Telecommunication Cable (labeled) T
J ttlU 111
lUnderground Power Line P
�/ Fence (labeled) X
r--'" Railroad
1 1 1
WATER 56 . 4 LF x $1.50 = $ 0 . 00 Bridge (Prop. Solid & Exist. Broken)
SEWER LF X $1. 50 = $ Box Culvert (Prop. Solid & Exist. Broken) )---"(
RDWAY LF X $1.50 = $ W . MARKET ST .
Guard Rail
TOTAL $
0 • OC) Hedges Or Bushes (labeled) ^^WYYY%
Woods Line
O ROADWAY TO BE PRIVATELY INSPECTED SCALE: 1 "= 500 Exist. House Is
f VICINITY ITY } L Temporary Silt Fence ,��� N
DATE FEE (S) RECEIVED BY CITY OF GREENSBORO 500 250 0 500 Erosion Control Device (COG Std. No. 2i5 & 432)

CONTRACT SHEET
2 OF 10
SENSITIVE INFORMATION
GENERAL NOTES: Not to be copied or
distributed without the
1 . ALL CONSTRUCTION TO CONFORM TO THE LATEST CITY OF GREENSBORO
FRIENDWAY TYPICAL SECTIONS CONSTRUCTION STANDARDS AND SPECIFICATIONS . egress written permission
2 . CONTRACTOR TO HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO Of the City ofGreensboro.
o
o CONSTRUCTION .
3 . INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS SHOWN IS Nun'
,
4%4,
ON PLANS AND AS DIRECTED BY FIELD ENGINEER . INSTALL C . O . G
0 11 '-6" 6'-0" APPROX. 23' STD . NO . 431 INLET PROTECTION AT EXISTING AND PROPOSED INLETS . Y� it
INSTALL C . O . G . STD . NO . 450 INLET PROTECTION AT EXISTING CURB
INLETS ADJACENT TO OCCUPIED TRAVEL LANES . % �, .111
��� m 5'-0_ 3'-°" _ 2'-6 4 . SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHEREVj
1 " OVERLAYs9. 5B LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE: BONE-CADICIt
2% 4 CONTACT ON&-CALL MIER
SV�ti 2%
VARIES ARIES A . ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL 1-soa-63a,-asa9OR'sii'
N EXIST. ROADWAY _ SLOPES GREATER THAN 3: 1 SHALL BE PROVIDED WITH TEMPORARY OR
Ctty of Greensboro Underground
PERMANENT STABILIZATION AS SOON AS PRACTICABLE BUT IN ANY Locates Information/Requests
~ ��4A� EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING
SIDEWALK COG Water Resources Oept. . .,373-2033
GRASS STRIP ACTIVITY . COOT Traffic Signal ,.:., ,.373-2606
B .
1 " s9. 58 ALL OTHER DISTURBED AREAS SHALL BE PROVIDED WITH TEMPORARY COG/Guilford Co. Telecom....373-2084
STA 0+25 3+40 OR PERMANENT STABILIZATION AS SOON AS PRACTICABLE BUT IN ANYCOG water supply......: ... 373-5855
1 '-0' L 6" 119. OC Tanks/Treatment Plants
3" 625. 00 EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING GDOT Storm water.. :.:373-2569
ACTIVITY .
0 5 . PROVIDE ADEQUATE PROTECTION FOR ALL EXISTING AND PROPOSED
STORMWATER INLETS WITHIN THE DISTURBED PROJECT LIMITS . NPDES
z 6 . ADJUST ALL VALVES AND MANHOLES IN SIDEWALK AND IN GRASS
STRIP BETWEEN CURB AND SIDEWALK TO PROPOSED GRADE . ANY General Permit
`" WATER METERS AND BACKFLOW PREVENTERS ARE TO BE RELOCATED
11 •-s" 6'-0' APPROX. 23' OUTSIDE OF THE PROPOSED SIDEWALK . Applies
7 . REPLACE ALL EXISTING STANDARD SEWER CLEANOUTS THAT FALL WITHIN
THE PROPOSED SIDEWALK WITH HEAVY DUTY TRAFFIC BEARING TYPE .
��� m 5'-0�� 2'_6 8 . PLACE 1/2 " EXPANSION MATERIAL AROUND ALL POLES, METERS,
I I 1 " OVERLAY S9. 5B
T VALVES AND CURB INLETS . DISTURBED AREA -
2% 4. VARIES 9 . CURB RAMPS SHALL BE BUILT TO AS NOTED ON PLANS . 0.62 Acres
� �vti - 2% vARL�s 10 . DRIVEWAY APRONS�. `� � THAT ARE REPLACED SHALL MEET CURRENT
EXIST. ROADWAY C . O . G . STD . N 0 . 416 .
ti -
SIDEWALK ~ 11 . DO NOT DISTURB MONUMENTS . CITY TO PLACE IN WATER METER
BOXES WHERE NONE EXISTS . GIS DISCLAIMER
GRASS STRIP 12 . CONTRACTOR TO REMOVE SEDIMENT FROM CITY STREETS TO PREVENT Objects on this map shown witha
BUILD-UP AS DIRECTED BY FIELD ENGINEER . dotted i'nestyle were not surveyed,
1 -° 13 . NO DISTURBANCE IS ALLOWED BEYOND TEMPORARY CONSTRUCTION they were compied by
1 " S9. 5B STA 3+40 - 4+ 10
6" I19. oC EASEMENT, CUT/FILL SLOPE LINES, OR EXISTING/PROPOSED RIGHT- photlo0rommehicmethods,
OF-WAYS AS SHOWN ON PLANS . available on the Geographic
3" B25. 0 C hfanxrtion System(G software
14 . SILT FENCE WILL BE INSTALLED WHERE THE PROPOSED FILL SLOPE used by the CIty of Greensboro.
Q IS 1 ' OR GREATER IN ELEVATION .
W
15 . THERE MUST BE A MINIMUM OF 48 " HORIZONTAL CLEARANCE AROUND
o
o ANY OBSTRUCTION THAT CANNOT BE RELOCATED FROM WITHIN THE
SIDEWALK .
16 . EXCAVATED MATERIAL MAY NOT BE PLACED ON THE ROADWAY PAVEMENT
ti
o
APPROX. 2B. 5' ON ALL CITY OF GREENSBORO AND NCDOT ROADWAYS . THE EXISTING
,� 11 '-s" 6•-o"__ ROADWAY PAVEMENT SHOULD BE PROTECTED AT ALL TIMES .
r.
Q 17 . EXISTING DRIVEWAY STORM PIPES / CULVERTS TO BE REMOVED .
0 ' 5'-0" 3'-0_ 2•-6
1 " OVERLAY 59. 5B
2� 4 VARIES
�V 2% VARIESow
® - EXIST. ROADWAY 5.
EXIST. C&G
ti nonnonn nn AA . 'NAA
n
SIDEWALK
1 " OVERLAY S9. 5B
GRASS STRIP PROFILE MILL 5' BESIDE C&G
1 '-0" 1 " S 9. 5 B STA 4+1 0 - 7+2 5 O RTAHVSE PORFO FA TMPE ISR MID6', I19. 00
3" B 25. O C CONTINUE 6"CURB TO THE BACK OF
THE LANDING INSTEAD.
W -Cy- 6"X 12" CONCRETE CURB
ORAMP/LANDING WIDTH SIDEWALK AREA
5' MIN.
Illaa.1°� ���
6"X 12" CONCRETE CURB \\ �\? t5_11
O
11 '-6" �_ 6'-0"� APPROX. 2B. 5' O ",� i ® S� FA �
'll DEPRESSED
V 1...\ I Illli�q D� CONCRETE CURB LANDING WIDTH
5' MIN.
FOR THIS PROJECT, RAMP IS MODIFIED
G� m 1.45 -°- -°„ 2 I_6"= m . © n o,„, ' TO LEAVE OFF ONE OF THE RAMPS,
1 " OVERLAY S9.5B ;, RFpCE DETECTABLE WARNING PLACE 6"CURB TO THE BACK OF
.r I SIDEWALK WIDTH w a
5' MIN. yl�+l�0 $V °\\,:o.\\,,
SURFACE (SEE RSD 848.05) THE LANDING INSTEAD.
2% 6 � �N 2'-6" CURB 6 GUTTER � O ,``/� VARIES ARIES�,�' 2% ''o'/ 'ram `5. 1 `\ DETECTABLE WARNING 7- n n. EXIST. R0,40WAY ° ,.�/
ti . ononnn . .nnn . nn SURFACE (SEE RSD 84B.05) WIDTH OF LANDINGic 2
SIDEWALK A T WIDTH OF DETECTABLE CURB TO , /O 1
ti . nn n EXIST. &G MATCH OF I ISIDEWALK WIDTH
GRASS STRIP 1 " OVERLAY S9. 5BPEi 3WARNING SURFACE , 5' MIN.
1 ` 1 " S 9. 5 B PROFILE MILL 5' BESIDE C&G
1 '-0" 6" I19. 0C STA 7+25 - 7+62 ��
v■r��i
3" 625. 0C O 8.33% (12.'1) MAX RAMP SLOPE
ZO CROSS SLOPE: 2.00% TYPE 2B
O CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING (DIRECTIONAL APPLICATION ONLY)
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. 2'-6"CURB AND GUTTER 11!!lltp;
SLOPE TO DRAIN TO CURB. CA its
x4,
ar
/4/44:51P>), 477*,
NOT TO SCALE sa85s =
SEAL
-14:94-4;s12"°P6
- . , ,Q (
NOTE ON TYPICAL SECTIONS: .9/ .---
FIELD CONDITIONS MAY REQUIRE ADDITIONAL THICKNESS AND
WIDTH OF ASPHALT OVERLAY OF EXISTING PAVEMENT. ANY REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO P - 6091.
ADDITIONAL ASPHALT SHALL BE PLACED TO THE LINES AND CITY OF GREENSBOROGRADES AS DETERMINED BY THE CITY OF GREENSBORO INSPECTOR. ROADWAY 2019-074 DESIGNED. 3/31/21 BY ELT ENGINEERING DIVISION BY
SEWER CONST. SURVEY BY SM Friendwa Road Sidewalk SHEET NO.
WATER 2019-074 CHECKED BY GHI Y Sidewalk
From Existing Sidewalk Approximately 725 ' OF
SIDEWALK 2019-074 SCALE: NTS North of Fuauay Place to Fuouav Place

GRADE POINT GARDE POINT I
CONTRACT SHEET
(A) 1 1/4" BELOW TOP OF CURB (A) 1 3/4" BELOW TOP OF CURB
(B) LEVEL WITH TOP OF CURBI
(8) 1/2" BELOW TOP OF CURB
Q W(f) �� Oti
a� „„i Q3 W�W 2tiW W�WO
V� Qa?'tiW W�WO tiJ.tiZ000
�Qi��.4)' WQ3o3z�-1.1 yWeW�� � SEN��IVE INFORMAl10N
r�0 GRADE POINT ( ' Qv-.�J3p� Quo V� 0.¢°4, •�QO C/1
J. ptc ! icy W a W .�Qp �^ O> RU•W L.
�' (A) 1 t/4' BELOW GRADE POINT 'B' MAY REDUCE GRADE '� mtoO>WQOW WP J �QC2 11U
v�N�� , \ , TOP OF CURB III
�,J1--0 t, �nae2°OQo0I 1
(B) LEVEL WITH TOP OF CURB IF PT B" ISABOVE tiO
`�m cOWIttittstt I I I 11 I I° Rya 2°Q��Wtoy,��JWJ4¢i� HU2cnZQa v ��ca2ZC�WW� Q kWeW2ZZQQW2YZQ 44 �nWRR�W�3� O.0. �Wh3� ��
w W@ P
i... \ ' // ' a�*ZOC`� /�CQ 5 -O"2%fMAX WALK EY�O�D RAMP A 2$ L -_GRASS STRIP M, in ,t Q
,,' `f'.,.. �""� �iy �DAos,5- _�*-- I 4 0, ..ks;.��SSZION. 6" -.......1-.) " ,Der';' , p IA, a ° ¢ W A00 War p�.-
v.
��" z���� s CT.T B-B 9 x g m WQt° r� �d
!..�� '� M 7V1 DRIVEWAY APRav ©UI vrS to,..
aW� '‹ � �� `"
v c v FLARE WIDTH in o o u'' C3 co-..1 ae nt D W 1, q
SIDEWALK WITH GRASS PLOT re re hQ� ��� ��,
e, ' 5' MAX. (THOROUGHFARES) V�.�p'k.-"' o N II',W ¢ I IV~�, Ppe�,:Z&ZZI , • - ',..*,3-,,,......_ ¢ 2 V ti rW- malt
�'-� ''� V `' ~ Z V Q BEFORE YOU DIG!
ISTRIC VIEW WITH GRASS STRIP ►` `'Q� Q a '"
I
ko¢EXPANSION JOINT fEJ1 MATERIAL TO BE �" .. . ARAMP ( GURB S GUTTER) °�i \U'Q oound
-A" QB SIOEtYALK BEYOND RAMP A 2 °6 �WQ dlei
Locates Inff3RYl�ltion/ReCtuests
1:12 !B%) 1%FT rn. \�� riSO - f
.sc�y \ =�_� �iVP��JQO 2%(MAX..`a� f48 r.. `-~t 4" >qt.f�C1�U 1.r2 t12 i A'• �P��C'�'"' s" • 1 m %W,1 >4 m QWW "" COG Water Resources Dept...,373-2033
a sIGFWALK L fMAxl ( .tMAx1� TOP p `'' �� ��� `- .,_ Q WHO r c��� GDOT Traffic Signal :: .-.373-2606
�/1 f f PO D BACK L6�SIDEWALK PROFILE ! �ci�z2 a I.0 a > ls,c5 COG/Guilford Co. Telecom ..:373-2084
------ - -_-_ _-_ - --- ,i o* SECTION C-C w . W o QOW32
1„, ,,,,,,,, ,
\ .\�a"*c - SIDEWALK @BACK OF CURB WC) o tii � � �-#C s W�2W COG Water Supply.. ..:: ...373-5855
GuntHi f2" -J h �cn 4i �( �'� Tanks/Treatment Plants
��}( �� 1 ABSOLUTE MINIMUM APRON WIDTH DUE TO R/11 RESTRICTIONSC h '� h
-� �rAA;�s. 12" / COact �2 �~ U A a?' L R �e2 c~i �, GDOT Storm Water; .373-2569
ITION rRAnslTION ISOMETRIC VIEWS 1....
a c 1 ,..,
FLAREDRIVEWAY Wlr)TH FLAFL� - L�4IVEWAY APRON DETAIL v Q>
SECTION A-A *NOTE a¢ 0 f NPDES
EXPANSION JOINT (E.J.l MATERIAL TO BE 0
1/2" BITUMINOUS FIBRE EXPANSION JOINT MATERIAL A
1:10 (10%J 1 1/4"/FT ��Q
1:12 (B%) 1%FT Veneral Permit
1 of 2of5 3of 5 4of 5
5 of 5
CI TY OF GREENSBORO CITY OF GREENSBORO CITY OF GREENSBOROApplies
CITY OF GREENSBORO CITY Y OF GREENSBORO
DRIVEWAY AND SIDEWALK SECTION FOR STD.NO. REV. DRIVEWAY AND SIDEWALK SECTION FOR STD.NO. REV. DRIVEWAY AND SIDEWALK SECTION FOR STD.NO. REV. DRIVEWAY AND SIDEWALK SECTION FOR STD.NO. REV. DRIVEWAY AND SIDEWALK SECTION FOR STD.NO. REV.
CURB & GUTTER STREETS (RESIDENTIAL) 416 01-96 06-04 01 96 06-04 0i_96 os o4
03-03 03- 0 CURB & GUTTER STREETS (RESIDENTIAL) 416 03-03 03-11 CURB & GUTTER STREETS (RESIDENTIAL) 416 09-03 03-11 CURB & GUTTER STREETS (RESIDENTIAL) 416 0i-03 06-11 CURB & GUTTER STREETS (RESIDENTIAL) 416 01-03 06-11
D3-04 43-?0 03-04 03-20. 03-04 03-20 DISTURBED AREA -
0.62 Acres
K 2'-0" OR ro LIP OF GUTTER, CURB, PAVEMENT PATCH OR - - WIRE SCREEN CONCRETE BLOCK 2 m
EDGE OF PAVEMENT WITHIN 5'-0" OF SECOND SAW CUT g SEDIMENT CONTROL LOG -`� m BLOCK INLET WITH PLYWOOD GIS DISCLAIMER
NOTE: 11 FULL LANE RESURFACING AND/OR MILLING MAY BE REQUIRED MUST EXTEND BEYOND THE 8 .� ` AND SANDBAGS, AS NECESSARY
2) 3'-O" MAY BE REQUIRED AT THE DISCRETION OF THE A-A - INITIAL CUT Z INLET'S OPENING A MINIMUM . it��" TO PREVENT WATER FROM w
CITY ENGINEER OR DESIGNEE. B-B = SECOND SAW CUT OF 12" ON BOTH SIDES. •. LL METAL FENCE POST
'..�, +� LL ENTERING
.1 ___ llai 11 11 �� FLOW Objects on this map shown With a
STANDARD COG CURB .look�.t 1A .!eiN j - g + o WIRE SCREEN they Inestyle
esurveyed, .
B A B a INLET 402f403 0 �il!ll..�+�arSif"+,l4i�is,�i* `, t 61111,/ �. + e by
EXIST. ! a •�•-•R * �+r•• 6: FLOW i FLOW WITH 1/4" OPENINGS
PVM'T I *`2'-0" -` 1" S9.58 l- K2'-0" %`.- '9*,': a•!40110Pl!"11/HR fair•:` + i �+�iiiel0- methods,photogrammetdc
:lei:.:.�� ���i�*�����.
/_ so! fioi►l-.44t*ice•0_, A
�-/ �� •emu•
+ + + �������� r- 5"119.DC ``T'i't���� + + + - :: - •.:< :;_ / \ \\ I r
on the��wY"+Fn ev
GRAVEL FILTER TEA'(5'OA f57 STONE) :����� _ _
+ + + asiaisa» ii isiiiasaaisasaasiaai + + + + + . ������ %�� �, ��� o o .S�IbtelYl( soflWQe
+ + + + + + sisaiaiaaa a aasaai..aaaaasi + + _ 41.Ilk ���
+ + + t + + iaiaiaaaaaiaail►aaai iiaiai'iiiaaiiiiiiiaia+ + FX. BASF - '� �i �,,,,iii I ..../ - f57 STONE
+ + + + + + �iiiaailiaiaaiillaaaii aa044:aiaiiiliaiai + + COURSE + r e- ."�' - • '' 'c•��rr%i�i -..++�^ ( - , by the City of Greensboro.
-•--.-aaa-.-Oa*-o-a-a-.-a-.ai-.a• •• •• 11101410.4101040141.9.101101111
-.•.-.a0-.-la/-.-a.__. �,....•. �kN.`-� WIRE ED W4"�RPENINGS ;Nth, �'i�i�'/��� *� !SCREEN WITH _
it=�=11 it-ll=1 It 16 !i II it #( (,,_ ������ FILTERED AT �!`� is�„!�ii -- + 1
11=11 1( 11=11= IT { 1(TYP.1� .. �Q��\. OVERFLOW �.�°.. ! �\'' o OY t ;i i-
1=�=11 11=11.111 (IIIO".11=1= ..- 39'���� RUNOFF WATER 2.1.It A 2FT MAXIMUM FLOW `FLOW + Ali111/11
�. ea"ffe Q i'�F 30 1 i i _
II 1� 1i-11- �%' > X����� WITH SEDIMENT •• �°j... r" z/G� �%' + + sripr o e q-Ila,,,,,,,,„3 t-! 3-_i! ._._I 11=
COMPACTION REQUIRED lei; m�l a �//������ ¢ d t{tt[ ( {($ !t
' 04%' �� 1 3 1 -1 1 - 1 1-_�. [ �� ' ��`O °7" '�0'�. .,r`�a�`„G�'` t-1 1 -t E f ::ifie� i t, €
�. I.., t O .�!� A .`o oe eke 0 i 1 ' =(I I- �i I__�€� =
AFTER TRENCH FILL & COMPACTION e � - `
BASE COURSE PLACED REQUIRED I ✓ �� / DROP eta 1.* a Qo 00 s-'
AND COMPACTED (TYP.) ON SUBGAAOE l' ����` _ SEDIMENT-/ / € €-I I i e GRATE INLET WITH REMOVE BRICKS OR + �qee, o,e� aaa_,q°' • i`- '
f.� (TYPICAL) •
BLOCKS FOR OUTLET `ri 'rfp°,00•,�,0;"°
_ - SPECIFIC APPLICATION
° SEDIMENT
COMPACTED) ��, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY TRAP MAY BE PLACED BEHIND OR �6
FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS AT END OF INLET TTTT'����
BACKFILL - NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. �----
--1B" NOMINAL
1B" - NOTES: BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER o 7'/ \ / ~\\
INLET
1. SEDIMENT CONTROL LOGS ARE TO BE USED ON EXISTING CURB INLETS WHICH ARE N /V +% ,- \
LOCATED ADJACENT TO OCCUPIED TRAVEL LANES WITHIN THE DISTURBED L IMI TS I I,+ ' \
OF A PROJECT AS SHOWN ON THE PLANS. CURB INLET 1 '+�\ 11� }
I 2. SEDIMENT CONTROL LOGS ARE TO BE INSTALLED AND MAINTAINED PER THE + + + + REQ'D ( " � I.'`��, `tis� 1
MANUFACTURER''S INSTRUCTIONS AND PROPERLY WEIGHTED IN ORDER TO • • !1 ----, 1 "1► . , :►.
- REMAIN SECURELY IN PLACE. INSTALLATION MUST MEET THE CONSTRUCTION ,,, 1" Jr. '�j 1 „,_,I }\ K:, '• \ ))
i INSPECTOR'S APPROVAL. 41 '.t ---- ip , f - -- - \ /
ROADWAY 3. SEDIMENT CONTROL LOGS ARE TO BE CONSTRUCTED OF WOOD FIBERS, SYNTHETIC ,l r !! ' s ^ 1 Nii I'w ^�
FIBERS OR OTHER SUITABLE MATERIAL SUFFICIENT TO RETAIN ITS SHAPE AND `-":i�`#7�:M,4,1�4il 4�/a'+a�_> " I I - ?,' J 1 2': 1 �� �/
Re.�., !.! • �!!•te•• ��Z��.7a ¢ r' :•,',,-
E t ATYPICAL VIEW
INSTALLATION NOTES.• ENCASED IN A UV STABILIZED FILTERING MEDIA OF SUFFICIENT STRENGTH TO e•*ex•"'!!!• •• ` ____ass` ' -1 !i,; 9'�", jj _• - T, 1 k :
RETAIN SEDIMENT. WIRE SCREEN CONCRETE BLOCK 1 5'€ { - -1 I I J-I I _1 0 T_ ( -1 1'-'-1 - t- ~ J
I19.QC INSTALLED IN TWO LIFTS OF 2-1/2". ,3_-1Tt-1 I t"- --
4. SEDIMENT CONTROL LOGS ARE TO BE APPROVED BY THE ENGINEER PRIOR 1^ ''1 1 J 1 - -
MATERIAL DEPTHS SHOULD EQUAL EXISTING PLUS !; OR MINIMUMS SHOWN (WHICH EVER IS GREATER). TO INSTALLATION. GRAVEL FILTER (#5 OR F57 STONE) STONE / WIRE INLET PROTECTION
FILL MATERIAL COMPACTED TO 951 STANDARD PROCTOR LIFTS NOT TO EXCEED B INCHES. 5. SEDIMENT CONTROL LOGS ARE TO BE USED ONLY ON COG 402/403 STANDARD CROSS-SECTION SECTION A-A
PROVIDE TACK COAT TO ALL VERTICAL PAVEMENT SURFACES. CURB INLETS,' THEY ARE NOT AN ADQUATE SEDIMENT CONTROL DEVICE FOR FILTERED WATER YARD DRAIN CURB DRAIN
NCDOT B40.01 CATCH BASINS. OVERFLOW NOTES:
SECOND PAVEMENT REMOVAL LINE B-B TO BE SAW CUT ONLY. RUNOFF WATER g 1 WITH SEDIMENT POST TO BE SET AT EACH CORNER OF INLET. IN ANY CASE THERE IS TO BE
. v -''-
MAY VARY BASED ON FIELD CONDITIONS AT DISCRETION OF FIELD INSPECTOR. a _ .;, NO MORE THAN 6'-0" BETWEEN POSTS.
SEDIMENT 1, . ` t
ADDITIONAL NOTES •. WIRE SCREEN- NOTE.' POST METAL T-POST 5'-0" IN HEIGHT, 4 FT MAXIMUM SPACING
1. TEMPORARY STEEL PLATES ARE ALLOWED TO BE INSTALLED OVER A TRENCH OPENING.
WITH 1/4" 2X4 WIRE SCUD
OPENINGS (THAW BLOCKING) t 1` CURB INLET - WHERE CURB IS IN PLACE, PROVIDE A 1'-0" WIDE OPENING IN THE CURB
2. EDGES OF STEEL PLATE MUST BE MILLED TO ALLOW THE PLATE TO SIT FLUSH WITH THE o OR USE A SANDBAG DAM TO FORCE WATER OVER THE CURB TO THE TRAP. WIRE SCREEN 3'-0" IN WIDTH WITH 1/4" OPENINGS
ADJACENT ASPHALT SURFACE OR ASPHALT COLD PATCH MATERIAL MUST BE PLACED AT °
THE EDGES OF THE PLATE. SPECIFIC APPLICATION - MINIMUM STORAGE VOLUME = 1800 CU.FT PER ACRE DISTURBED
4 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLET WITH MAXIMUM DRAINAGE AREA OF 1 ACRE.
3. ANCHORS ARE REQUIRED TO TEMPORARILY FASTEN THE STEEL PLATE TO THE ASPHALT Q STONE t57 STONE TO BE PLACED 16" DEEP AT WIRE SCREE
TO PREVENT SLIDING OF THE PLATE. • WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE o
4. STEEL PLATE SHALL BE MAINTAINED UNTIL THE AREA IS READY FOR A PERMANENT ASPHALT REPAIR. $ PONDiNG IN FRONT OF THE STRUCTURE. MAXIMUM DRAINAGE AREA = 1 ACRE a
5. STEEL PLATES ARE NOT TO BE USED DURING THE WINTER MONTHS. a - • 3 OF 3
6. ADVANCE WARNING SIGNS INDICATING "BUMP AHEAD" OR "UNEVEN PAVEMENT AHEAD" SHALL BE 2 OF 3 3
UTILIZED WHEN STEEL PLATES ARE USED. BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
CITY OF GREENSBORO CI T Y OF GREENSBORO 1DF3 ICI TY OF GREENSBORQ ICI T Y OF GREENSBQRO
C / T Y O F GREENSBORO E E N S B O R O ISM.NO.1 REV.
STD.NO. REV. & a STD.NO. REV. 1 STANDARD STORM/A TER INLET
PAVEMENT REPAIR FOR PIPE/UTILITY o3 12 o31s STD.NO. REV. 4 STANDARD STORM/A TER INLET N
PLACED UNDER EXISTING PAVEMENT (ROADWAY) 423 03 15 ! SEDIMENT CONTROL LOG INSTALLATION FOR a3los STANDARD STOAM1trATEA INLET STD.NO. REV. PROTECTION MEASURES 431 DEC Zoos - PROTECTION MEASURES � 1 DEC loos
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P - 6091 CITY OF GREENSBORO 'F'
ROADWAY 2019-074 DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725 '
OF
SIDEWALK 2019-074 _ SCALE: NOT TO SCALE North of Fuquay Place to Fuquay Place

CONTRACT SHEET
/ / 4 OF 10
/
/ / '
R/ — — / SENSITIVE INFORMATION
_ _� — / Not to be copied or
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JUAN FERNANDO � ti _BENTACUR \LINA _ _MARL'FRIEND � ra pgna � �� ;,-,'\',\n.:\, -,A::Jr,,:§?,_
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0 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -6091 CITY OF GREENSBORO 'F'
ROADWAY 2019-074 DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
MEASURE FROM TOP SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
OF STREAM BANK
WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725 '
SIDEWALK 2019-074 � OF
SCALE: 1 " = 40 ' North of Fuquay Place to Fuquay Place

CONTRACT SHEET
FRIENDWAY PLAN/PROFILE SHEET 1 \ 5 OF10
________/
SEE FLOOD HAZARD SENSITIVE INFORMATION
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IZ ! P\-elIN distributed without the
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I N N� PN P \ of the Ctty of Greensboro.
JUAN FERNANDO BENTACUR J��GE S� SA P� �� •
„ .
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TOP ELEV-ess.00 JEFFREY H H . STONE OOP et'
INV IOlUT-862.70 MATTHEW ROCKWOOD 0A BEFORE YOU DIR
604 FRIENDWAY R D . �-- CONTACT ONE-CALL CENTER
PIPEEINTO MANHOLEGE C A R R I E R O C K W O O D 1-800-632-4949OR'811'
606 FRI I \ (�\DS PROPOSED MH 106 5' SIDEWALK WITH 3' E N D W A Y R❑ , _ _- AMAN 'c 0•i•�62 city of Greensi�oro underground
--I COG STD. #400 GRASS STRIP (TYP.) Locates Information/Requests
REMOVE EXIST. FES ALL TREES WITHIN TCE i i5' g OgEO p03
I TO BE REMOVED UNLESS I pAOp pA6E EA PROP s�co. t 9.i3 A•�
BEGIN NEW CURB & GUTTER AND CONNECT EXIST. , � L COG Water Resources Dept... .373-2033
AND SIDEWALK. STA.0+25. PIPE INTO NEW MH. OTHERWISE NOTED I C ` •1
TIE INTO EXISTING TOP ELEV.-NEW MH7E..
PROP. 15' PERMANENT I OA�Z j �'�v5lt . 2. 6 ��
I ` I I C lOV ZNs85 10 �► i GDOT Traffic Signal......,.'.,.373-2606
EXIST. FES-867.31 I DRAINAGE EASEMENT \ 1 ZA• ZN 1N6 6' COG/Guilford Co; Teiecom......373-2084
INV OUT-867.1i c TIE PRIVATE DRAIN I i 06 �-F 2x N` OUS •� COG Water Supply ;.373-5855
== E E ` E PIPE INTO CURB E i45' Q 0.5 ZN - Tanks/Treatment Plants
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THICKNESS AND WIDTH OF ASPHALT OVERLAY COG STD. #403 �'J
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ASPHALT SHALL BE PLACED TO THE LINES AND INV IN-859.45 ,
GRADES DETERMINED BY THE CITY OF INV OUT-859.25 /
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GREENSBORO INSPECTOR. / ; G GCA[: \/ 03 •
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REVISIONS TYPE • CONTRACT CONTRACTOR AS-BUILT AUTH . DATE BENCH MARKS JOB NO. P - 6091 CITY OF GREENSBORO 9
F9
ROADWAY 2019-074 DESIGNED 3/31/21 BY ELT ENGINEERING DON
SEWER _ CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725 ' OF to
SIDEWALK 2019-074 SCALE: 1 "=20 ' H 1 "=2 ' V North of Fuquay Place to Fuquay Place

I OQ Q ' �' �°�, / CONTRACT SHEET
���� FRIENDWAY PLAN/PROFILE SHEET 2 °lam �h 6 10
Q' Q'
JORGE L . HERNANDEZ BALBIN � � � � �/�Q-
DAMILSY SANTANA SANTOS cn /c),<</÷P � ��
��,�z SENSITIVE INFORMATION
602 FRIENDWAY RD . ORTES Q�
J 0 S E G . C ,��, �ti Not to be copied or
M A R A G R C I A D E J E S U S GRADE YARD BEHIND JQ'02 4& /
distributed without the
I 6 0 0 FRIENDWAY R D . FILL SLOPE AS SEE FLOOD HAZARD express wrttten permission
NEEDED TO DRAIN C ' Q INFORMATION O N SHEET of the C of Greensboro.
55 , Cn �� J 9 /
/ 56 LF 18 IO.
RSED O.I.107 Q
RCP 61/0.54%1 . PROPOSED CURB RAMP /OP - 48:.0.00 NCDOT TYPE 3 MODIFIED I /INV 'UT-= -.7.00 STA. 7+47 / fe00, 11-rrYTA
/ PROP.15' PERMANEINT ( I / Q� eill.Z:
PROP.15' PERMANENT DRAINAGE EASEMENT 5' SIDEWALK WITH 3' AURA nA r
�� DRAINAGE EASEMENT GRASS STRIP (TYP.) f ��`✓ � �O ,"I q n T 447
► 1 I r� o �-f lTO ci) / -. F,q jEN NEZ
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TOP ELEV-859.73I A. �` f • /
CONTACT'ONE-CALL CBNTER
: , z RCP 10.52X INV IN-856.32(24") E E •,. A'�' "` i'' I 1-800-632-49490R 811
,", INVCIN856.70(18 ) I 'p A � A ,♦ Ai, ,�y, 18 / /
V-0sw k IV"' • C of Greensboro Underground
`, .ii��!�.� �� IN UT�856.12 E A 11• ; C•. --mama �+=- �� �,�_i, I „Y
s -4 `---r I r - �.s� '.� ''' z,h Ill ; :£;; 1 .t�� Information/Requests_,......„. _ � c �w Locates
a � - r 23'� Z ( fiill- / COG Water Resources Dept,,_:,,.. ,373-2033
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P -6091 CITY OF GREENSBORO 'F'
ROADWAY 2019 074 DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
•
SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
• WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725' L V OF 10
H
- SIDEWALK 2019-074 SCALE: 1 "=20 ' 1 "=2 ' V North of Fuquay Place to Fuquay Place

I 1
I CONTRACT SHEET
L.... GUILFORD CO . BOARD OF EDUCATION, , 7 OF 10
,
\
409 FRIENDWAY RD . FUQUAY PLAN/PROFILE
( 1 9. I cr) .
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a ,---I SENSITIVE INFORMATION
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cc Not to be copied or
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INFORMATION ON SHEET 9 NOTE:
FIELD CONDITIONS MAY REQUIRE ADDITIONAL
THICKNESS AND WIDTH OF ASPHALT OVERLAY
OF EXISTING PAVEMENT. ANY ADDITIONAL distributed without the
express wrtiten permission
)...\ cr) ASPHALT SHALL BE PLACED TO THE LINES AND of the Ctly of Greensboro.
< Lu >-.., I N(5/N)) 0 .. 0 GRADES DETERMINED BY THE CITY OF
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\ 1 (FRAIENDpi.b)1AY RD
NOTE: NEW CURB ON FUQUAY GREENSBORO INSPECTOR. Nusr
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SitTA04.0. 70+.
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\ COG Water Resources Dept....373-2033
.. ... ••••• MM.
RCP 12.55%
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GOOT Storm Water:, - ,:- 373-2569
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,
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ra• :IIT6 a
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DETAIL___\ SHEET 7.
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REVISIONS . TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P - 6091 CITY OF GREENSBORO I 'F'
ROADWAY 2019-074 DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION ,
SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725 7 OF 10
SIDEWALK 2019-074 SCALE: 1n=20 ' H 1 "=-2 . V North of Fuquay Place to Fuquay Place
•

CONTRACT SHEET
8 OF 10
868 868 857
867
86J 8 6 c
SENSITIVE INFORMATION
871 871 / Not to be copied
872 872 � �
/ diSMbuted without or
IIIIIII
866 865 the
/ egress wrtiten permission
10
FM. / ry 8 6 L / of the City of Greensboro.
FM / _
/ / in
869 2% 8 6 c % A �h J
•-867 867 64 4 A
0 00 50 NW*
O + C 0 + 50 B
ffi+ORE YOU DIG!
DRIVEWAY STA . 1+20 + 0 0 + 5j C 61. cox�,AcrOr!> ,u,c�lr�DRIVEWAY STA . 1+588 61 2% 8 61 1^ -632-49490R'811'
DRIVEWAYS T A . 2+4 4 + City of Greensboro underground
0 0 0 + 5 08 5 9 8 5 9 Locates Information/Requests
COG Water Resources Dept..'..373-2033
GDOT Traffic Signal..::,-,..-., .373-2606
DRIVEWAY STA . 3+45 + + COG/Guilford Co. Telecom..:.373-2084
COG Water Supply. ....>i........373-5855
NOTE' BECAUSE OF TOPOGRAPHY,
GDOT S Tanks/Treatment Storm Water:
Plants 373-2569
NCDOT MAXIMUM ALLOWABLE GRADES DRIVEWAY STA . 4+33
WERE USED PER NCDOT 848 . 03 NPDE
S
867 867
General Permit
/
Applies
, /
/ DISTURBED AREA =
864
86 4
� �.-� 0.62 Acres
"0„,,,, :
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r: r
FA
/
k� GIS DISCLAIMER
�» Y
Objects on ibis map shown v.4th a
W'
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'9 ,Y��;;.;::' 11 dottedty19 were not
E3 they were compiled by
phorogrammetric methods,
.; .:, . / au-
w B-� �,, y� ::Geographicms)
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+ k1fO1�Y1Cf10�1
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DRIVEWAY STA . 4+556 + 0 0 RELoc
A 45 Deg . HORIZ . BEND
n B 45 Deg . HORIZ . BEND
C 45 Deg . VERT . BEND
D 45 Deg . VERT . BEND
E 45 Deg . VERT . BEND
..----- \ ___---) F 45 Deg . VERT . BEND
G 90 Deg . HORIZ . BEND
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© 1885E
-4110,0010-
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REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH. DATE BENCH MARKS JOB NO. P -6091 CITY OF GREENSBORO Fi•
� '
DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
ROADWAY 2019-074
SEWER CONST. SURVEY BY SM FriendwayRoad Sidewalk SHEET NO.
•
WATER 201E-074 _ CHECKED BY GHI
From Existing Sidewalk Approximately 725 ' 8 OF ja
SIDEWALK 201E-074 SCALE: 1 "=20 ' H 1 "=2 ' V North of Fuquav Place to Fuquav Place

CONTRACT SHEET
i ----______
9 Of 10
-\, SENSITIVE INFORMATION
I — c Not to be copied or
�� / distributed without the
'
— Q / express written permission
/ I
of the Ct y of Greensboro.
� o tiz
o /' / \ � musr
\ /
% A \ \ UAL. CA \ CIQuif - o
FLOOD HAZA � � AREA tip . �` A
\ J� o v r — coNTA� �Vj ,
,,,40 l
fI
BLURB YOU DICiI
w' Qo
W // / AURA MART I NEZ ( 1-800-632-4949° gib
I �l�� SUS C of Greensboro Underground
I IN G • C� �� J 5 0 0 FRIENDWAY R D . Locates Intormatton/Requests
LB E
NDEZ 8 A ��S G. P W A� �D . I / I — - COG Water Resources. Dept 373-2033
• HERN A S ANC DS M A�A ^�ED , .�••••r'- "' '�}��' , i , f — GDOT Traffic Signal...,M . ,373_2606
rr E TA "A o , / COG/Guilford Co Telecom..: 373 2084
J 01w \/ S AN i 60 i / /� i COG Water Supply....... :...,373-5855
AA ILS 1 `A� n 1�D , Tanks/Treatment Plants
D A RIEND V`� h \ , '� V �� ' GDOT Storm Water..... ' ...373-2569
2
R E Y H . r L -�-
�` — I 1 � _ - - -- NPDES
STONE / ,
I 604 FRIENDWAY RD 1 - . . _
1' , ' ` - �_ i General Permit
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l I opt � � ��
E --I ' f CO #000010.1 Fft ND r4
DISTURBED AREA -
� I � Js� � ' , �.� , � � ., ISTU BED -
D , �.�
.6 Acres
/\------- E - E _i_ ' ` 09
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o c GIS DISCLAIMER
milmr_.„, ''=-------__c E / r :. _ �-- co obi on map shown wlrt,a
— - dotted were not surveyed
�,i ' , _,„;,' ''''"-'L''-. .- / 4:1 + C��,.. O01 -� � O they were compiled by
�::>
`--'- , , al it , I � � � Geographic
,,, :�- � _ �"' s I �`",�. J._ � � � '� ;ea'
hotograrnmetric methods,
\`>. �: �� � fHrl � available on the
_ ;,� � ...� . , _N �s / ,:: : Information System<C sottwaa�e
�� — — _ --.�- — _ - ` A ��—� % � �� ,)\ T I used by the Mot Greensboro.
eensbor�o.
+0 , �_, 30 ' UFO ' •co ro Q
CO
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RIENDWAY ROAD o
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. P - 6091 CITY OF GREENSBORO 'F'
MEASURE FROM TOP ROADWAY 2019-074 DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
OF STREAM BANK SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
_ WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725' OF
SIDEWALK 2019-074 _ SCALE: 1 "=20 ' North of Fuquay Place to Fuquay Place _IL

CONTRACT SHEET
10 OF 10
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the Clay of Greensboro.
itessit4 musr 01.
`ram
• 4ift IN IA
.466 4
BEFORE YOU DIM
CONTACT ONE-CALL CENTER
1-800-632-4949 OR'811'
' City of Greensboro Underground
Locates Inforrnatton/Requests
COG Water Resources, Dept ...373-2033
GDOT Traffic Signa1......:. `373-2606
COG/Guilford Co. Telecom....373-2084
INSTALL NEW 36"x36" SCHOOL COG Water Supply.: :. 373-5855
HOUSE SIGN AND NEW 24"x12"
?oIke . INSTALL NEW 36"x36" W16-2a (200 FT) PLAGUE ON Tanks/Treatment Plants
''N SCHOOL HOUSE SIGN GDOT Storm Water.; ...373-2569
AND NEW 24"x12„ NEW CHANNEL POST
W16-7p PLAGUE ON
NEW CHANNEL POST
akli
T2 - WHITE STOPBAR 24 120 MIL fT \ NPDES
T3 - WHITE CROSSWALK LINE (24 " ; 120 MIL) i `, General Permit
TI - YELLOW DOUBLE CENTER (4 " ; 120 MIL) p TO - WHITE CROSSWALK LINE (8 " ; 120 MIL) g� 4 : 1
/ 1 lies
_ _ __ __ / _r-� 0441 U 1 - PAVEMENT MARKING CHARACTERS ( 120 MIL) ti (.1% �� i _ _....._......_._...__....__.._..---_.------.___...._.._.______________
4111)
- Cit 4 - —�'�� DISTURBED AREA =
0+00 N �;0° i, »+oo NDwAY A AD __ __
I '— ' i, FAZE ,,, _ - — _ _ 0.62 Acres
111:1111111
H / / — _ ° o E1011k GAS DISCLAIMER
-� _ 6+o FAI — 11 on this shown with
j 1-� - _-� _ ► ► _ ��-� �C dotted Were not
_ _ 3+° - InestYle surveyed,
- ''` - ° 5+00 _ _ J.- Q they were compled by
i ---4 - -'TTTTRIEWAY
_ 4+°O 0P J.-i �' \ methods.
available on the Geographic
- -� sr---__
J - ��= k ROAD _ - `
r '
- ''� - ' - - -_�- - _ �- - - - = i used by the City of Greensboro.
REMOVE EXISTING SIGNS \ El)
,� ':
\)
------.Z'
1::
AND CHANNEL POST GI
, +
"AHEAD" PLAQUE GETS o 1
RELOCATED TO STA.2+58 1,
AND MAIN SIGN GETS _ ICHOOLL OUS 3S SCHOOL HOUSE SIGN "N6
RELOCATED TO STA. 5+90
AND NEW 24"x12" 1
INSTALL "AHEAD" PLAGUE RE-INSTALL EXISTING SCHOOL HOUSE SIGN W16-7p PLAQUE ON NEW
FROM REMOVED CHANNEL POST AND CHANNEL POST FROM NORTH CHANNEL POST I
AND ASSEMBLY FROM NORTH AND INSTALL NEW 24"x12" W16-2a
(150 FT) PLAGUE
I
1
MULTI-LANE WIDTH " SCHOOL "
I
PER NCDOT STD 1205 . 08 1
(2 . 5 ' BETWEEN EACH LETTER)
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REVISIONS TYPE CONTRACT 'CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB NO. p - 6091 CITY OF GREENSBORO IF
ROADWAY 2019-074 �.,
DESIGNED 3/31/21 BY ELT ENGINEERING DIVISION
SEWER CONST. SURVEY BY SM Friendway Road Sidewalk SHEET NO.
WATER 2019-074 CHECKED BY GHI From Existing Sidewalk Approximately 725 '
2019-074 la OF
111
SIDEWALK SCALE: 1 "=40 ' North of Fuquay Place to Fuquay Place