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GENERAL
INFORMATION •WAS TAKEN
FROM
2. ANY DISCREPANCY IN THIy BEREPORTED PRIOR TO
START OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS,
AND
BEFORE BEGINNING CONSTRUCTION.
3THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, ii OR PRIVATE, PRIOR TO
HYDRANTS,WORKING IN THESE AREAS.
4. ACCESS TO UTILITIES, FIRE COORDINATED
RESPECTIVE UTILITY.
5. O NOT SCALEDRAWING REPRODUCTION DISTORTION.
6, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
CULVERTS, CURB AND GUTTERS, ROALSIDE DRAINAGE DITCHES AND
OTHER x DRIVEWAYS,
y
CONSTRUCTION STRUCTURES
REPLACED
OR REPAIRED ACCORDANCE
7. THE CONTRACTOR 'LL NOTE THAT THE DRAWINGSARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET,
TRANSITION, BEREQUIRED FOR A COMPLETE AND WORKING SYS7-M.
8. THE VERIFY a ALL
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE
CONTRACTOR
CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM PRESENCEPIPE DAMAGE a N. +w Y
i s THE 1 O • y, STRUCTURES.
CONTRACTOR
Nxy-`. RESPONSIBLE w CONTACTINGALL i x..
NORTH CAROLINA t 1-800-6,32-4949ASSISTANCE IN LOCATING EXIS7ING UTILITIES. CALL
48
HOURS PRIOR
9ANY AND ALL QUANTITIES SHOWNOR IMPLIEDPLANS
UTILITY NOTES:
1, CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE
SYSTEMS BY THE OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT.
2. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVAT,NS; FINAL RULE 29CFR PART
1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
3. EXCAVATIONS EXCEEDING 20 FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFE""' SYSTEM DESIGNED BY A
REGISTERED PROFESSIONAL ENGINEER.
4. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR SCHENIATIC. THE LOCATIONS ARE
BASED ON ACTUAL FIELD SURVEYS AND AVAILABLE RECORDS, CONTRACTOR SHALL HELD VERIFY LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED COVER AND CLEARANCES
PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER,
5. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 1-500-632-4949 AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SIS ALL CONTACT ANY LOCAL
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF GREENSBORO PUBLIC wTILITIES AND NC DENR AND
REGULATIONS AND STANDARDS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF =LL EXISTING UTILITIES IN
COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY.
6. RELATION OF WATER MAINS TO SEWERS:
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS; WATER MAINS SHALL BE LAID A7 :-EAST 10 FEET LATERALLY
FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL
SEPARATION, IN WHICH CASE:
1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
16 INCHES ABOVE THE TOP OF THE SEWER, OR
2) THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ITS EQUIVALENT A';D THE WATER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN FEET ON
EACH SIDE OF THE POINT OF CROSSING, WITH FULL SECTIONS OF PIPE CENTERED AT THE POINT OF CROSSING.
B. CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WA47R MAIN TO CROSS OVER A
SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 15 INCH
VERTICAL SEPARATION ® IN WHICH CASE THE SEWER LINE SHALL BE CONSTRUCTED OF - JCTILE IRON PIPE OR ITS
EQUIVALENT AND THE WATER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS EQ!. VALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE POINT OF CROSSING, KITH FULL SECTIONS OF PIPE
CENTERED AT THE POINT OF CROSSING.
C, CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER MAIN THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRAN PIPE OR ITS ErUIVALENT AND THE WATER LINE
SHALL BE CONSTRUCTED OF FERROUS MATERIALS EQUIVALENT TO WATER MAIN STANDAF'DS FOR A DISTANCE OF TEN
FEET ON EACH SIDE OF THE POINT OF CROSSING, WITH FULL SECTIONS OF PIPE CENTERED AT THE POINT OF CROSSING,
D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY ®OR A SEWER LINE TO CROSS A
STORM DRAIN PIPE, THE SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE
NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEI-IP SEPARATION DISTANCE, OR
ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHEF SIDE OF THE CROSSING.
9, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND IVAILABILITY OF ALL EXISTING
AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING,
CONTRACTOR NOTES:
NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CU;�l,3, OR TO THE CENTER OF
STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC,, UNLESS OTHERWISE NOTED,
CONTRACTOR TO:
1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR T,SCREPANCIES WITH SITE OR
PROJECT PRIOR TO CONSTRUCTION.
2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH LEVEL OF SAFETY DURING ALL PHASES
OF CONSTRUCTION.
3, CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS, REPORT ANY DISCREPANC:.vS TO THE ENGINEER IN WRITING
PRIOR TO ANY FURTHER CONSTRUCTION.
4, CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDE.~;AL, STATE OR LOCAL
CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOFROLL AND ASPHALT PLACEMENT PROVIDE 24 HOUR NOTICE TO
ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RELATED TO CERTIFICATION OF F'OADWAY, WATER SYSTEM,
PAVEMENT, ETC.
5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MA`ERIALS, ETC., RESPONSIBLE FOR
NOT DAMAGING EXISTING PLANTING TO REMAIN.
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND �_-ILITIES WHETHER SHOWN ON THE
SITE PLAN OR NOT, THOSE SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY "„)T BE ALL INCLUSIVE. CONTACT
UTILITY LOCATION SERVICE OR OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR U” LITY IDENTIFICATION PRIOR TO
ANY WORK, CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN --TYPICAL, CONTACT A._® UTILITY COMPANIES TO INSURE
THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION AND/OR SI®® WORK.
7, PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION OF PplDPOSED UTILITIES,
B. USE CITY OF GREENSBORO STANDARD CONSTRUCTION DETAILS,
1,3 N
NOT O R.Ff
BID DATE® u1
4
0�01
CONTRACT'
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SAN-Irmm"ARY
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"V71("INITY MAP,
NTS
CONTRACTSHEET
1 OF 6
STAIND ATOP 0" SYIMI B OLS
CITY OF GREENSBORO
ENGINEERING DESIGN DIVISION
Mallbox.......................................................
Flared End Section (FES)....... ...... ........
Light Pole_ ....... ... __ ... __ ... - ........
Gu Wire.-.... .. .>.>....,,<..,.
Guy
PowerPc,"R..........:.......................:................
Fiber Op#;c Marker..,..
Existing Mcnhole 1/8" .........................<,.
/ (labeled)...
Proposed Manhole 1/8"... ..................................
Telecommunications Manhole 1/8" (labeled).. ... ............
Exist. Curb Inlet 5/32"®5/64. .....................<..,..<..
Prop, Curb Inlet 5/32"-5/64".... .............
Telephone Booth 3/16"®5/16"m ...........................®....
Exist. Telephone Or Pourer Pole 3/32" ........................
Prop. Telephone Or Power Pole 3/32"....> ....................
City Of Greensboro Signal -Pole 3/32" (labeled)... ...........
GuyWire 3/3 " ................>..,.........................,
Exist. Hydrant 3/32'.. ............ - ............ __ ......
Prop. Hydrant 3/32". ......... ........ ......... ... ___
Water Valve 3/32" (labeled)... ........ __...... .... __...
.
Traffic Engineering Signal Box 5/64 ..............
Gas Valve/32............ _ ...............................
Grate or Drop Inlet (D,I.) 3/32' ............................
Right Of Way Monument 3/32" .................................
Iron Pipe 3/64" ................. .....e,...,,...,......,..
Meter5/64" ................................................
Electrical Outlet 5/64" (labeled)...... .........
Telecommunications Box Or Pedestal 5/64" (labeled),..,.,...
Exist. Precise Traverse Point 7/64" (labeled) ...............
18" Or Less Tree 1/4" (labeled) .............................
Over 20" Tree 5/16`® (labeled)::.................,e....,......
Shrub 5/32" ...............................................
Clean Out 1/16"-1/32" (labeled)... ......... ....:.........
Light Pole,, 3/32" (labeled)....... ... ........... - ...__
Wheelchair Romp (City Of Greensboro Std, #415),..0.,...,,.,.
Control 0" Access Line 5/16".
Exist. Wader Line (labeled)....... ...... ...... .... ___
Prop. Water Line(labeled)..................................
Exist. Sar'tary Sewer (labeled) a ...............
Prop. So `tary Sewer (labeled)... ...............>..,....<
Exist. Rig!rt Of Way ... ............... ....e..®.,.....
Proposed Margin ...... __... <...... ....,<.............
Easement (labeled) ......... :.............................
Temporary Construction Easement....,>.<.......<,<<,,..,.....
Exist. Dirt Street .......... ...........................
Exist. Payrnent ......... ............... ,..,........ ..........
Exist. Curb (labeled)., ..... __ ... .... .............
Exist. Cure do Gutter (labeled),....- ......................
Prop. Cum do Gutter (shaded & labeled) ......................
SurveyLir.. «>........>......................<,.,.,,...,.
SlopeLine _ ............................ „>......
CenterLir=e ............................__ ..._...
Exist. Sto-n Sewer (labeled)............................
Prop. Sto-n Sewer (labeled).....,.. ...............
Gas Line '+abeled)... ..... ..<.,,...<. ..............
Transmis"on Line & Tower..... .................. __ ......
Underground Telecommunication Cable (labeled),,,,,,,,,,,,,,
Undergrou7d Power Line......... ..... -......
Fence (lad.Bled).............................................
Railroad- . .. __ ... __... ........ ,............... ........
Bridge (P,op. Solid & Exist, Broken) ........................
Box Culvert (Prop, Solid & Exist. Broken) ...................
GuardRah ..................................................
Hedges Or Bushes (labeled)..,, .................
Woods Lir ....................
Exist. House ................................. ...........
Temporary Silt Fence... ......
DISTURBED
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APPROXIMATE LOCATION
INDICATED ON PLANS.Of
REMOVE
TRASH x D DEBRIS FROMWIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BREDUCED DISTURBED
.O PROPERLY
DISTURBOF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT SHALLR M CONSTRUCT
NECESSARY
REMAIN
i WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE
SLOPE
3. 1f SHALL HAVE A
fI*M i CONFERENCE AND
7 a INSTALLATION
WITH DUKE POWER, AT&T k.
ENSURE INTERRUPTION
rr
TEMPORARY POWER
COMMUNICATIONS r
TOWER WILL PROVIDED BY THE CONTRACTOR.
DISRUPTIONNO
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATEi i CONTACT: STEVE
A MANAGER, J,.
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INV IN (W)a 72.54 oo'
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946
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CONTRACT
T I T
AUTH. DATEJOB
UNITER STATES POSTAL
1101 PlEASAN. RIDGE Ro
T 63OD
CEL 004 7
P N
7957
ROADWAY
LIBERTY PROPERTY LUTED
PARTNERSHIP
15 RIDGE RD
PARCEL{ 0097767
D.B. 6569 PC. 3081
P.B. 173 PG. 78
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REVISIONS
Y
CONTRACT
T I T
AUTH. DATEJOB
NO. P -5537 & 5537A CITY OF GREENSBORO
DESIGNED BY ENGINEERING DIVISION
ENGINEERING
ROADWAY
SEWER
DETAILED BY PLEASANT RIDGE ROAD SEWER LINEI
CHECKED BY LIMITS: EXISTING I OUTFALL,
x,17 LF T 11 L T I
SHEET NO.
WATER
O F 6
SIDEWALKSCALE:

SSMH 22_NOT 5_S-
1. MANHOLE SHALL BE PROVIDED WITH A
WATERTIGHT FRAME AND COVER WITH
GASKET.
2. ALL MANHOLE SEAMS SHALL BE
EXTERNALLY TAPED/SEALED.
3. MANHOLE SHALL BE PROVIDED WITH A FULL
WATERPROOF INTERIOR COATING/LINING.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF A FLEXIBLE
RUBBER BOOT OR COMPRESSION TYPE
CONNECTOR.
5. MANHOLE SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1244 'STANDARD
TEST METHOD FOR CONCRETE SEWER
MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO
BACKFILL".
20'X30' BQRE�IPIT
SSMH 99�
TYPE
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6
FO6.–
CONTRACTOR
COG STD #20®A
AUTH. DATE
RIM: 881.93
JOB NO. P – 5537 CITY OF GREENSBORO "K"
DESIGNED BY ENGINEERING DIVISION
INV IN ($�-872.44
ROADWAY
INV IN (W):872.54
INV 011-P/(N):872.44
v)
1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCM DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVE A
PRE–INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO !NTERRUPTION OF THEIR
SERVICES. 17EMPORARY POWER &
COMMUNICATiONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CON -TRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED,
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER, 336,358.3401
4=110tolowitollilli
LIMIT OF DISTURBANCE Immmm mommmmmmomm
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE 40
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`49 LF 14" STEEL ENCASEMENT 7+46.97
I COG STD #20 9?
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PIPE (0.216" MIN WALL
�9 RIM: 93\2,71
HICKNESS) INSTALLED BY Ss ��\ R
< 0
�BQRE & JACK METHOD INV IN (W): 16.5
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ANY DAMAGE TO PARKING LOT,
CURB, GUTTER, PIPING,
L I p4l�TNEPER TY LM-1ED
Piff,-,FSHIIP SIGNAGE, ETC. SHALL BE
REPAIRED BY THE CONTRACTOR
NT RIDGL
7 ASA
C10 97767 PER COG STANDARD.
SE HT POLE
o, b 6�)69 PG. 3081 RELOCATE EX. LIG
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401 S 'b c� cp, p P3, SHALL BLOCK
1_/ 3 P 78 CONTRACTOR
rn
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OFF PARKING LOT DURING
C-)
CONSTRUCTION & INSTALL
i FF
'S R A TEMP. FENCING AT EDGE OF
_n EASEMENT.
EX TELEDPHONE-
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CONTRACTOR SHALL
COORDINATE RELOCATION OF
AT&T PEDESTAL OUTSIDE OF
EASEMENT AND TO LOCATION ......
AGREED UPON BY PROPERTY
OWNER.
u
\AT&T PEDESTAL
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
MARKS
JOB NO. P – 5537 CITY OF GREENSBORO "K"
DESIGNED BY ENGINEERING DIVISION
ENGINEERING COMMENTS
ROADWAY
-BENCH
SEWER
DETAILED BY PLEASANT RIDGE ROAD SEWER LINE EXTENSION, SHEET N.
CHECKED BY LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 3 OF 6
SCALE: 2,173 LF TO 1138 PLEASANT RIDGE
WATER
SIDEWALK

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1. APPROXIMATE LOCATION OF TREE LINE IS
INDICATED ON PLANS. CONTRACTOR SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASH AND DEBRIS FROM THE ENTIRE WIDTH
OF THE EASEMENT (EXCEPT ASINDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL OFF SITE.
2. CONTRACTOR MAY NOT DISTURB AREA OR
LAY BACK INTO AREAS OUTSIDE THE
EASEMENT AND SHALL UTILIZE METHODS
NECESSARY TO CONSTRUCT THE SEWER AS
NECESSARY TO REMAIN WITHIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAY ACK.
3. CONTRACTOR SHALL HAVE A
PRE -INSTALLATION CONFERENCE AND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION OF THEIR
SERVICES TEMPORARY POWER
COMMUNICATIONS SERVICES TO THE FAA
TOWER WILL PROVIDED BY THE CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TO WILL BE ALLOWED.
COORDINATE WITH FAA CONTACT: STEVE
PIEROTTI, FAA, SSC MANAGER , 336.358.3401
SHEEIII T 4 OF 6
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REVISIONS
TYPE
CONTRAFT--CONTRACTOR-AS-BUILT
ALITH. DATE
BENCH MARKS
JOB NO. P - 51537 & 5537A CITY OF GREENSBORO $PK"
DESIGNED BY ENGINEERING DIVISION K
ENGINEERING COMMENTS
ROADWAY
SEWER
DETAILED BY PLEASANT RIDGE ROAD SEWER LINE EXTENSION, jSHEET NO.
CHECKED ICY LIMITS: EXISTING EAST FORK DEEP RIVER OUTFALL, 0
SCALE: 2,173 LF TO 1138 PLEASANT RIDGE ROAD 4 0 F d6
WATER
SIDEWALK

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�� � �L�" BK.CK HUIDIN{G�
1 r�
i
1
1
ANITARY SEWER SERVICE
COG STD #101 9�0
96,2
LIMIT OF DISTURBANCE
SILT FENCE SF
ROCK OUTLET FOR SILT FENCE 40
SHEET 5 OF
1. APPROXIMATE LOCATION
INDICATED ON PLANS. O . a O• SHALL
REMOVE ALL TREES, STUMPS, SHRUBS.
TRASHAND DEBRIS'.O
OF THE EASEMENT (EXCEPT AS INDICATED
BY REDUCED DISTURBED AREA WITHIN
BORE/JACK LIMITS) & PROPERLY DISPOSE
OF THIS MATERIAL
l 7
2. CONTRACTOR
1r 1 NOT DISTURB 1• 1, OR
LAY
1 AREAS
1. OUTSIDE
EASEMENTAND SHALL
NECESSARY
r,. CONSTRUCT
SEWER 1
NECESSARY
TO REMAIN EASEMENTS,
BUT WITHOUT EXCESSIVE SLOPE LAYBACK.
3. CONTRACTOR SHALL HAVEA
PRE -INSTALLATION CONFE
rAa RAND
COORDINATE INSTALLATION OF SEWER LINE
WITH DUKE POWER, AT&T AND THE FAA TO
ENSURE NO INTERRUPTION
FYi iIY:
SERVICESSERVICES. TEMPORARY POWER &
COMMUNICATIONS TO FAA
TOWER
PROVIDED
IIFD w CONTRACTOR.
NO DISRUPTION OF SERVICE TO THE FAA
TOWER/ANTENNA WILL BE ALLOWED.
COORDINATE a a CONTACT:
PIEROTTI, FAA, SSC MANAGER, 336.358.3401
SQALE
HORIZONTAL:
VERTICAL: a
I
i
I
I
.,H{IN
ARY
__IZ _ I_� _ T
IN
SHE
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REVISIONSY
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AS—BUILT
AUTH. T
JOB NO. ._ P — 5537A I !> __
DESIGNED Y ENGINEERING
ENGINEERING ROADWAY
SEWER
DETAILEDY 1115 PLEASANT RIDGE SEWER EXTENSION, LIMITS: A SHEET NO.
CHECKED BY PROPOSED SEWER MANHOLE AT 1138 PLEASANT F
SCALE: I , T % L T
WATER
SIDEWALK

�mam
6°q4q �,
kiE X TT1
$4k)
COG STQ. #432 STONE DITCR Xgwet. t
CHECK TO BE USED FOR SILTvw
FENCE STONE OUTLET;*�
ALL SIDE SLOPES ARE 2:1
STRUCTURAL STONE TO BE °°"$
'CLASS B' RIP -RAP i m p
- i THICK LAYER OF #57 ".'_.•,. •.__
WASHED STONE FOR EROSION °
CONTROL ON FACE w� ar ,)
°
NOTE,:'
1, NDN -EROSIVE OUTLETS ARE TO BE PLACED IN THE MLT FENCE AS SHOWN O
THE PRRojEG"r PLANS° AND AS DIRECTED BY THE CONSTRUCTION 1AISPECTOP-
2, NQN--EROSIVE CIUTLET,S ARE TO BE LOCATED AT ALL NATURAL ORA INA SE
AREAS AND DEPRESSIONS, MI rH THE EXCEPTION OF PERENNIAL ,STREANS.
,S: THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET" muss NOT
81 EXCEED 114 ACRE.
r Y
;:,: R 011M
SILT FENCE DETAIL
R. !G"Vc:,? - M ,,l kr 147 1-I35 ASTH A4,�'-0435
PP M_:- V!4' WT 220 L&S «h AASHT0 Pol ^w=5
.518" LETTERING
RECESSED FLUSH
Q -
�� I � 1 " SPECIAL LETTERING
PECESSED FLUSH
>�: sem.€ s•z,x-°�
X,
SRC},
0
1 " CORED
,0 -: f1S" I - 1f',, HOLE (TYP)
VENT HOL. E
PLAN VIEW
5118 " L ET FERIAIG
REGESSEf? FLt.,SH`
25 114.,
T._
DETAIL-- 23 314 „ � 31-4 .,
-
171
T
1 " CORED
1 1/8 HC7L E (TYR)
-�-- `` 20 .112 "--° - -
e
I
-- 22
25
_.33
SECTION A -A
AC 1171 ME v:SIO,NS AIVO TOLERANCES ARE TO SE CONCEN7HIC AND WILL SUPERSEDE
Arv" ASTM STANDARDS W17H A MAXIMUM VARIATION t 1116" ON ALL DIMENSIONS,
MAVUhOI7 - R11V6 70 BE" ANCHORED WITH 112" REDHEAD S%AINLESS STEEL ANCHORS
AV0 SEALED BETMEEN RING AND CONE WZ7H 9ITUIVASTIC SEALER.
MACHINED BLARING SUS"•AGE
REV.
STANDARD
12-05205
�
05-13
wim
.
"RrCK MASONRY CAN BE
,e
AWON CLAY BRICK, "80
BRICK, OR COACRErE BRICK,
CONCRErE y rTTONS SHALLBE PAID AS "
O
',
BE
COACRErE COVER TO BE PA
ED
X4 1:5 CONCAErE
RD FR
FOR DEPrHS r
STEPS ON -16" DENIERS.
STEPS SHALL BE IN ACCORD-
ANCE WITH
G STD.
FOR PRECAST O 7W ,
rL ITS Loso a?
t' 4 'IrA'IN! .�' DUrSIDIF .!'
COG ,STD. F42E 8' X 6' BRICK PIER
CONC'RE'TE COVER A r EACH conmER TWO
COURSES HIGH
r.1 OPENING
B"
I
I
I
I
.r„ •� .rqtes... R
CLASS B CONCRETE
2500 PSI
SECTION A -A
RING & COVER
TYPE
t
CONTRACTOR
1
r
BENCH MARKS JOB NO. P - 5537
24" 1. D.
Phase of A d Erosion and Sedimentation Control Plan, _-Fake
-----------------
DESIGNED Y�F
Signature tLancloym r, Financiall
or P
`
NOTES:
®
x
DETAILED BY
WATER
r
CHECKED BY
' °
ON NEW INSTALLATION A MAX, OF
TWO GRADE RINGS SHALL BE ; "ED°
'
N to (a In
(O
CONCRETE SHALL BE CLASS AA,
I
FLM
dOQO PSI AS PER ASTM C-4,rB.
COG 5 T
#206
PIPE
STEEL REINFORCING SHALL WET
-
---
-
----
C OR A57W
.0" RI
CSTM
1 ' DIA) •DIA)
JOINT
ASTM C-.361
- -
w
MA OLES OYER .3'-6" IN DEPTH
'
.SHALL BE PROYIDED WITH STEPS
16" ON CENTERS STEPS SHALE BE
C06 STD. 1205
IES:
4-o' r.9. (2oO)
IN ACCORDANCE W/ COS STD, 0206°
5„
5-0" I. D. (0201)
t*a
TMO GRADE RIMUS SHALL BE USED°
MANHOLES
(MAX. PIP . g
_W ---
RICK
- - - - -
M A
H DI
4" DS•FL
90 ' :C EFL
-'
E4 ®I D
4000 PSI AS PER :ASTM C-478.
4 "
.31-J12'
2E-
-
I
I
I
I w
5'
'
39'
ASTM C-185 (4' DIA) ASTM
4 "
C-478 (S' NIA) .
PRECAST INVERT (OPTI '.AL)
4
5'-10" S7D. *9200
6'1,10" S7'D. AVO!
r
PLACE 12" OF e57
6`-o.°'.PRECAS.:r .INVERT
STONE UNDER BASE
`g
SEC rION A -AH
"
"¢ R
SHA LL BE PRO VI D WI TH TEPS
COG STD.
GJ
srAADARD B 6
" "
acowwrE swvrwy mmwmE wxrH ExPAAcm BAskM1:
111 11-93 08-t
OG -95
�mam
6°q4q �,
kiE X TT1
$4k)
COG STQ. #432 STONE DITCR Xgwet. t
CHECK TO BE USED FOR SILTvw
FENCE STONE OUTLET;*�
ALL SIDE SLOPES ARE 2:1
STRUCTURAL STONE TO BE °°"$
'CLASS B' RIP -RAP i m p
- i THICK LAYER OF #57 ".'_.•,. •.__
WASHED STONE FOR EROSION °
CONTROL ON FACE w� ar ,)
°
NOTE,:'
1, NDN -EROSIVE OUTLETS ARE TO BE PLACED IN THE MLT FENCE AS SHOWN O
THE PRRojEG"r PLANS° AND AS DIRECTED BY THE CONSTRUCTION 1AISPECTOP-
2, NQN--EROSIVE CIUTLET,S ARE TO BE LOCATED AT ALL NATURAL ORA INA SE
AREAS AND DEPRESSIONS, MI rH THE EXCEPTION OF PERENNIAL ,STREANS.
,S: THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET" muss NOT
81 EXCEED 114 ACRE.
r Y
;:,: R 011M
SILT FENCE DETAIL
R. !G"Vc:,? - M ,,l kr 147 1-I35 ASTH A4,�'-0435
PP M_:- V!4' WT 220 L&S «h AASHT0 Pol ^w=5
.518" LETTERING
RECESSED FLUSH
Q -
�� I � 1 " SPECIAL LETTERING
PECESSED FLUSH
>�: sem.€ s•z,x-°�
X,
SRC},
0
1 " CORED
,0 -: f1S" I - 1f',, HOLE (TYP)
VENT HOL. E
PLAN VIEW
5118 " L ET FERIAIG
REGESSEf? FLt.,SH`
25 114.,
T._
DETAIL-- 23 314 „ � 31-4 .,
-
171
T
1 " CORED
1 1/8 HC7L E (TYR)
-�-- `` 20 .112 "--° - -
e
I
-- 22
25
_.33
SECTION A -A
AC 1171 ME v:SIO,NS AIVO TOLERANCES ARE TO SE CONCEN7HIC AND WILL SUPERSEDE
Arv" ASTM STANDARDS W17H A MAXIMUM VARIATION t 1116" ON ALL DIMENSIONS,
MAVUhOI7 - R11V6 70 BE" ANCHORED WITH 112" REDHEAD S%AINLESS STEEL ANCHORS
AV0 SEALED BETMEEN RING AND CONE WZ7H 9ITUIVASTIC SEALER.
MACHINED BLARING SUS"•AGE
REV.
STANDARD
12-05205
�
05-13
wim
.
"RrCK MASONRY CAN BE
,e
AWON CLAY BRICK, "80
BRICK, OR COACRErE BRICK,
CONCRErE y rTTONS SHALLBE PAID AS "
O
',
BE
COACRErE COVER TO BE PA
ED
X4 1:5 CONCAErE
RD FR
FOR DEPrHS r
STEPS ON -16" DENIERS.
STEPS SHALL BE IN ACCORD-
ANCE WITH
G STD.
FOR PRECAST O 7W ,
rL ITS Loso a?
t' 4 'IrA'IN! .�' DUrSIDIF .!'
COG ,STD. F42E 8' X 6' BRICK PIER
CONC'RE'TE COVER A r EACH conmER TWO
COURSES HIGH
r.1 OPENING
B"
I
I
I
I
.r„ •� .rqtes... R
CLASS B CONCRETE
2500 PSI
SECTION A -A
,1111 ,,,•
�I
msd
P+
. r rxEr, r
I
NN
EL EVA Tr ON
COPDL YMER
4 POL YPROPYL
PLASTIC
.3 DEFORMED
a . STEEL ROD
g STop
DEP TH rN rO
_i�0__NCRETE SURFACE
3 112 R
STOP
11"4 "
SIDE EL EVA TIONcomposrrE
r
REQUIRED BY INC 113A-54.1
TYPE
t
CONTRACTOR
1
r
BENCH MARKS JOB NO. P - 5537
ROADWAY
,1111 ,,,•
�I
msd
P+
. r rxEr, r
I
NN
EL EVA Tr ON
COPDL YMER
4 POL YPROPYL
PLASTIC
.3 DEFORMED
a . STEEL ROD
g STop
DEP TH rN rO
_i�0__NCRETE SURFACE
3 112 R
STOP
11"4 "
SIDE EL EVA TIONcomposrrE
r
r r ,w PRECAST 1NwRry
CONCRETE MONOILITNIC
POURED
.;
i R a
Bc° + B' MIN°
1®1X4 Sc
777
J02000 PSI
C CRET...
N
E
Sc
DENSEL Y .
COMPACTED
BACK.FIL L
0
CLASSTj
%pr,
G A NUL.A R FouNDA Tr -o
LOOSE �
SACKF"ILL
Be
..
FLA r 778GRA DE
LEGEND
BC OUTSIDE DIAMETER
H - BACKFILL COVER ABOVE
TOP OF PIPE"
D INSIDE DIAMETER
d - DEPTH OF BEDDING MATERIAL
BELOW PIPE
Tj
USE
s STONE. A (A 14ERICA N RA IL WA Y ENGINEERING
ASSOCZATION) f4 PIPE.
*`` ;'
STAWARD BEDOMSS
Y!
5
d 0Ln�
1 Z3
ct
I
METAL FENCE PQSr
14 GAUGE MINIMUM
HOG MIRE (OPTIONAL)
EROSION CONTROL FABRIC
I
MAINTAIN ADEOOA rE DISTANCE FOR
SEDIMENT REMOVAL & MAINrENANCE
rgG®PEII -4
I e
EX, EARTH
- BACKFILL AND
COMPACT THOROUGHLY
SIL T FENCE MUSr BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
q "SLICING MrHOD" MAY ALSO BE USED
t -+ TO .INSTALL SIL r FENCE (SEE =51VAI
'EROSION AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL ' SECTION 6.6°2)
USE COG ST00432 SrONF DITCH CHECK
FOR FENCE OUTLETS Ar A MAXIMUM tO0 Fr
SPACING AND A r ALL NA rURAL DRAINAGE
AREAS. (SEE ;S°HEEr 2 OF 2)
t
NOTES'
-SPACING OF POSrS USING HOG MIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 8'-0" ON CENTER.
SPACING OF POSTS WITH Ur HOG !VIRE USING APPROVED EROSION
CONrROL FABRICS rO BE 5'-0" ON CENTER.
POST, METAL r- posy 5'-O" OR 5,-o, IN HEIGHT DEPENDING ON ,FILL
SLOPE (MIN° J. 33 LBIL F STEEL CONS rRVCTIONI .
FABRIC., 3°-0" IN NrDrH (MUST BE STA ARD SPECIFICATIONS
FOR SIL r FENCE - ASTM D Wr7N 12" BURIED IN rRENC
) D H
STONE° (IF USED) 04 MASHED 5 r0AF PLACED 1 '- 0 " DEEP AT SIL T FENCE.
SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 Fr.
MAXI DRAINAGE AREA 114' ACRE PER 100 Fr OF FENCE FOR 2X OR LESS ,SLOPE.
®SIL T FENCE TO RE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
rHE CONSTRUC rION IN.SPE'C rOR.
PA ®®
1 OF 2
b
rt:. 1111 ! t...NO.
SILT FENCE DETAIL 1 66
216 03/05
l
03/09
EROSION CON TRQLSEEDING SIDE IFI ATI
A. GRASS:
APPLY 4,000lbs. AGRICULTURAL LIMESTONE PER ACRE.
APPLY 1,0001b . 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDING,
LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
LATER WINTER - EARLY SPRING
(1 . G ° FESCUE--101bs. PER ACRE,
B. GRASS -LEGUME MIXTURE
(1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARFIED)- 601bs. PER ACRE.
() TALL FESCUE®10ibs. PER ACRE PLUS CRO ICH- 251s. PER ACRE.
- G
I� 1 j . G FESCUE-1501bs. PER ACRE.
�2) TALL FESCUE-1001bs. PER ACRE PLUS WEEPING LO GRASS-51bs, PER ACRE
B. GRASS -LEGUME MIXTURE
Z�LUW (1) TALL FESCUE-1001bs° PER ACRE PLUS SERECIA LESPEDEZA(SCARIFIED)-601bs. PER ACRE,
(1�. G FESCUE- 1501bs. PER ACRE PLUS WEEPING LOVEGRASS-51bs. PER ACRE.
P°I` " -":wl. z 2) WEEPING LOVEGRASS-51b . PER ACRE PLUS BRO TOP MILLET OR SORGHAM-SUDAN HYBRIDS-501bs.
c.o-
Di � � � Q3 B. GRASS -LEGUME MIXTURE:
L (1)EPING LO GRASS-51bs< PER ACRE PLUS SERECIA LESPEDEZA(SCARIGIES)-601bs. PER ACRE.
�® "8��
LA SUMMED Y N R
Zz
1) TALL FESCUE-1501bs. PER ACRE.
®� 2) TALL FESCUE-1001bs. PER ACRE PLUS ANNUAL R GRAIN-251bs. PER ACRE.
B. GRASS -LEGUME MIXTURE:
D,� U111�OIL CUE--°100ibs, PER ACRE PLUS SERECIA LESPEDEZA(UNSCARIFIED)-601bs. PER ACRE.
'�'�� 2 TALL FESCUE-1001bs. PER ACRE PLUS CROWNVETCH-251bs. PER ACRE
F w',w�'
TALL 9rESUE_-751bs. PER ACRE PLUS ANNUA R -
L GRAIN 251bs, PER ACRE PLSE
US RECTA LESPEDEZA
UNSCA IFIED-601bs. PER ACRE.
o W
`'r4� AFTER SEEDING, THE AREA IS TO BE ROLLED OR CULTIPA K
, CED TO INSURE THAT THE SEED IS PRESSED INTO CONTAC
NTH ALL SEEDED AREAS ARE TO BE MULCHED NTH STRAW MULCH AT THE RATE OF 3,000Ibs. PER ACRE.(APPX.
m " 41Q 'K 100 BALES PER ACRE.)
y K -_4 APPLY ASPHALT EMULSION TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE.
k1;wU-4 Ct THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A VEGETATIVE COVER
SUITABLE FOR SOIL EROSION CONTROL IN THE GREENSBORO AREA,
AREA SOIL TYPES, CLIMATIC CONDITIONS, SEED AVAILIBILITY AND INDIVIDUAL PLANT CHARACTERISTICS ARE ALL TAKEN
w� INTO ACCOUNT IN THE ABOVE RECOMMENDATIONS. DUE TO DENSITY, UNIFORMITY AND TEXTURAL QUILITY REASONS,
wcaq THE ABOVE SELECTIONS ARE NOT RECOMMENDED FOR LAWN AREA USE
SHIMT 2 OF 3
/TV OF GREENSBORO
HYDRANTHOUSE CONNECTION AND
09-95 12-12
SETTING DETAIL 101 06-02 03-15
SELF -INSPECTION REPORT FOR LA AS
REQUIRED BY INC 113A-54.1
TYPE
t
CONTRACTOR
AS-BUILTT.
r
BENCH MARKS JOB NO. P - 5537
ROADWAY
Phase of A d Erosion and Sedimentation Control Plan, _-Fake
-----------------
DESIGNED Y�F
Signature tLancloym r, Financiall
or P
x
DETAILED BY
WATER
r
CHECKED BY
Sr.
PIPE
I
FLM
PIPE
-
---
-
----
C06 STD. 1205
IES:
RING & COVER
ON NEW INSTALLATION A MAX, OF
TMO GRADE RIMUS SHALL BE USED°
(ECEPr ON OUTFALLS USE
NA TED TIGHr RING & COVER)
- - - - -
qqwqRErE SHALL BE CLASS AA,
7'
E4 ®I D
4000 PSI AS PER :ASTM C-478.
-
,STEEL REINFORCI ALL ET
ASTM C-185 (4' DIA) ASTM
4 "
C-478 (S' NIA) .
r
MANHOLES OVER 3'®6" IN DEPTY
"
"¢ R
SHA LL BE PRO VI D WI TH TEPS
COG STD.
GJ
146' ON CENTERS STEPS LL BE
X206
IN ACCORDANCE M/ COO STD. #6°
-0- RING
8' CLASS 'AA" CaMCRETE 0VER
amrM°
M.H. PORTIO OF T INVERT
ASTM C-.361
_ _ __ • . �
CAN BE POURED AT THE SA
TrAE. BorTOM SHOULD EXTE
A MIN. OF 6' BEYO M° H° BASE
4'-0" 10 D. ( 0)
6
VACt#JM TEST REQUIRED ON
6°®O" I.D. (0201)
ALL INSTALLATIONS PRIOR rO
PUrrING MANHOLE INTO SERVICE
---------. -
.'�
7ROUGW FOR
Y'
R"IST.
.
(MAX- PrPE O.D.)
P
r r ,w PRECAST 1NwRry
CONCRETE MONOILITNIC
POURED
.;
i R a
Bc° + B' MIN°
1®1X4 Sc
777
J02000 PSI
C CRET...
N
E
Sc
DENSEL Y .
COMPACTED
BACK.FIL L
0
CLASSTj
%pr,
G A NUL.A R FouNDA Tr -o
LOOSE �
SACKF"ILL
Be
..
FLA r 778GRA DE
LEGEND
BC OUTSIDE DIAMETER
H - BACKFILL COVER ABOVE
TOP OF PIPE"
D INSIDE DIAMETER
d - DEPTH OF BEDDING MATERIAL
BELOW PIPE
Tj
USE
s STONE. A (A 14ERICA N RA IL WA Y ENGINEERING
ASSOCZATION) f4 PIPE.
*`` ;'
STAWARD BEDOMSS
Y!
5
d 0Ln�
1 Z3
ct
I
METAL FENCE PQSr
14 GAUGE MINIMUM
HOG MIRE (OPTIONAL)
EROSION CONTROL FABRIC
I
MAINTAIN ADEOOA rE DISTANCE FOR
SEDIMENT REMOVAL & MAINrENANCE
rgG®PEII -4
I e
EX, EARTH
- BACKFILL AND
COMPACT THOROUGHLY
SIL T FENCE MUSr BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
q "SLICING MrHOD" MAY ALSO BE USED
t -+ TO .INSTALL SIL r FENCE (SEE =51VAI
'EROSION AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL ' SECTION 6.6°2)
USE COG ST00432 SrONF DITCH CHECK
FOR FENCE OUTLETS Ar A MAXIMUM tO0 Fr
SPACING AND A r ALL NA rURAL DRAINAGE
AREAS. (SEE ;S°HEEr 2 OF 2)
t
NOTES'
-SPACING OF POSrS USING HOG MIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 8'-0" ON CENTER.
SPACING OF POSTS WITH Ur HOG !VIRE USING APPROVED EROSION
CONrROL FABRICS rO BE 5'-0" ON CENTER.
POST, METAL r- posy 5'-O" OR 5,-o, IN HEIGHT DEPENDING ON ,FILL
SLOPE (MIN° J. 33 LBIL F STEEL CONS rRVCTIONI .
FABRIC., 3°-0" IN NrDrH (MUST BE STA ARD SPECIFICATIONS
FOR SIL r FENCE - ASTM D Wr7N 12" BURIED IN rRENC
) D H
STONE° (IF USED) 04 MASHED 5 r0AF PLACED 1 '- 0 " DEEP AT SIL T FENCE.
SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 Fr.
MAXI DRAINAGE AREA 114' ACRE PER 100 Fr OF FENCE FOR 2X OR LESS ,SLOPE.
®SIL T FENCE TO RE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
rHE CONSTRUC rION IN.SPE'C rOR.
PA ®®
1 OF 2
b
rt:. 1111 ! t...NO.
SILT FENCE DETAIL 1 66
216 03/05
l
03/09
EROSION CON TRQLSEEDING SIDE IFI ATI
A. GRASS:
APPLY 4,000lbs. AGRICULTURAL LIMESTONE PER ACRE.
APPLY 1,0001b . 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDING,
LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
LATER WINTER - EARLY SPRING
(1 . G ° FESCUE--101bs. PER ACRE,
B. GRASS -LEGUME MIXTURE
(1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARFIED)- 601bs. PER ACRE.
() TALL FESCUE®10ibs. PER ACRE PLUS CRO ICH- 251s. PER ACRE.
- G
I� 1 j . G FESCUE-1501bs. PER ACRE.
�2) TALL FESCUE-1001bs. PER ACRE PLUS WEEPING LO GRASS-51bs, PER ACRE
B. GRASS -LEGUME MIXTURE
Z�LUW (1) TALL FESCUE-1001bs° PER ACRE PLUS SERECIA LESPEDEZA(SCARIFIED)-601bs. PER ACRE,
(1�. G FESCUE- 1501bs. PER ACRE PLUS WEEPING LOVEGRASS-51bs. PER ACRE.
P°I` " -":wl. z 2) WEEPING LOVEGRASS-51b . PER ACRE PLUS BRO TOP MILLET OR SORGHAM-SUDAN HYBRIDS-501bs.
c.o-
Di � � � Q3 B. GRASS -LEGUME MIXTURE:
L (1)EPING LO GRASS-51bs< PER ACRE PLUS SERECIA LESPEDEZA(SCARIGIES)-601bs. PER ACRE.
�® "8��
LA SUMMED Y N R
Zz
1) TALL FESCUE-1501bs. PER ACRE.
®� 2) TALL FESCUE-1001bs. PER ACRE PLUS ANNUAL R GRAIN-251bs. PER ACRE.
B. GRASS -LEGUME MIXTURE:
D,� U111�OIL CUE--°100ibs, PER ACRE PLUS SERECIA LESPEDEZA(UNSCARIFIED)-601bs. PER ACRE.
'�'�� 2 TALL FESCUE-1001bs. PER ACRE PLUS CROWNVETCH-251bs. PER ACRE
F w',w�'
TALL 9rESUE_-751bs. PER ACRE PLUS ANNUA R -
L GRAIN 251bs, PER ACRE PLSE
US RECTA LESPEDEZA
UNSCA IFIED-601bs. PER ACRE.
o W
`'r4� AFTER SEEDING, THE AREA IS TO BE ROLLED OR CULTIPA K
, CED TO INSURE THAT THE SEED IS PRESSED INTO CONTAC
NTH ALL SEEDED AREAS ARE TO BE MULCHED NTH STRAW MULCH AT THE RATE OF 3,000Ibs. PER ACRE.(APPX.
m " 41Q 'K 100 BALES PER ACRE.)
y K -_4 APPLY ASPHALT EMULSION TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE.
k1;wU-4 Ct THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A VEGETATIVE COVER
SUITABLE FOR SOIL EROSION CONTROL IN THE GREENSBORO AREA,
AREA SOIL TYPES, CLIMATIC CONDITIONS, SEED AVAILIBILITY AND INDIVIDUAL PLANT CHARACTERISTICS ARE ALL TAKEN
w� INTO ACCOUNT IN THE ABOVE RECOMMENDATIONS. DUE TO DENSITY, UNIFORMITY AND TEXTURAL QUILITY REASONS,
wcaq THE ABOVE SELECTIONS ARE NOT RECOMMENDED FOR LAWN AREA USE
SHIMT 2 OF 3
/TV OF GREENSBORO
HYDRANTHOUSE CONNECTION AND
09-95 12-12
SETTING DETAIL 101 06-02 03-15
SELF -INSPECTION REPORT FOR LA AS
REQUIRED BY INC 113A-54.1
TYPE
CONTRACT
CONTRACTOR
AS-BUILTT.
DATE
BENCH MARKS JOB NO. P - 5537
ROADWAY
Phase of A d Erosion and Sedimentation Control Plan, _-Fake
-----------------
DESIGNED Y�F
Signature tLancloym r, Financiall
or P
x
DETAILED BY
WATER
r
CHECKED BY
CONSTRUCTION
1. OBTAIN GRADING
2. CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT SILT FENCE AND ROCK
3. CLEARING D GRUBBING.
EROSION4.
5. DEVICES
BE INSTALLED AND DILIGENTLY
MAINTAINED THROUGHOUT CONSTRUCTION.DEVICES
AND REPAIRED AFTER EACH SIGNIFICANT RAINFALL.
6. SEED OR OTHERWISE STABILIZE ALL DENUDED AREAS AS REQUIRED ON
STABILIZATIONATTACHED NEW r
PROPERLY STABILIZED WITH GROUND COVER AND EROSION CONTROL OFFICE
HAS ISSUED
APPROVAL TO REMOVE.BE
STABILIZED PRIOR TO REMOVAL OF EROSION CONTROL DEVICES. ONCE THIS
OCCURS, rIMENT, GRADE TO FINAL ELEVATIONSAND
"
. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE EROSION CONTROL
MAINTENANCE DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR
SHALL BE RESPONSIBLE O. KEEPING ITEMS/RECORDS
THE NATIONAL POLLUTANT DISCHARGE ELIMINATION•r
PERMIT.
9. THE CONTRACTOR ON • REMOVE
SEDIMENT R ;/ THE STREET. IF COND11IONSREQUIRE,
EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO
ENTERING STREET.
10. FINAL CLEAN UP.
11. CHECKOUT BY CITY AND THEIR ENGINEER.
CITY OF GREENSBORO
ENGINEERING DIVISION
PLEASANT RIDGE ROAD SEWER LINE EXTENSION
LIMITS: EXISTING EAST FORK • RIVER
2,173 LF TO 1138 PLEASANT RIDGE OA
REVISIONS
_ ENGINEERING - � T
M"- MINARY
O ' I _ ',, (_..',.(.')NSTRUCT10N
TYPE
CONTRACT
CONTRACTOR
AS-BUILTT.
DATE
BENCH MARKS JOB NO. P - 5537
ROADWAY
DESIGNED Y�F
SEWER
DETAILED BY
WATER
CHECKED BY
CONSTRUCTION
1. OBTAIN GRADING
2. CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT SILT FENCE AND ROCK
3. CLEARING D GRUBBING.
EROSION4.
5. DEVICES
BE INSTALLED AND DILIGENTLY
MAINTAINED THROUGHOUT CONSTRUCTION.DEVICES
AND REPAIRED AFTER EACH SIGNIFICANT RAINFALL.
6. SEED OR OTHERWISE STABILIZE ALL DENUDED AREAS AS REQUIRED ON
STABILIZATIONATTACHED NEW r
PROPERLY STABILIZED WITH GROUND COVER AND EROSION CONTROL OFFICE
HAS ISSUED
APPROVAL TO REMOVE.BE
STABILIZED PRIOR TO REMOVAL OF EROSION CONTROL DEVICES. ONCE THIS
OCCURS, rIMENT, GRADE TO FINAL ELEVATIONSAND
"
. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE EROSION CONTROL
MAINTENANCE DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR
SHALL BE RESPONSIBLE O. KEEPING ITEMS/RECORDS
THE NATIONAL POLLUTANT DISCHARGE ELIMINATION•r
PERMIT.
9. THE CONTRACTOR ON • REMOVE
SEDIMENT R ;/ THE STREET. IF COND11IONSREQUIRE,
EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO
ENTERING STREET.
10. FINAL CLEAN UP.
11. CHECKOUT BY CITY AND THEIR ENGINEER.
CITY OF GREENSBORO
ENGINEERING DIVISION
PLEASANT RIDGE ROAD SEWER LINE EXTENSION
LIMITS: EXISTING EAST FORK • RIVER
2,173 LF TO 1138 PLEASANT RIDGE OA