20180957 Ver 2_03d_DGP4_Utilities_20211217

UTILITY NOTES:
GENERAL NOTES:
CONSTRUCTION SEQUENCE:
DOCUMENTS.
RESTORE TO ORIGINAL CONDITION ALL PROPERTY NOT DESIGNATED FOR ALTERATION BY THE CONTRACT
APPLIANCES, CONSTRUCTION EQUIPMENT AND MACHINERY, SURPLUS MATERIALS, AND DEBRIS AND SHALL
AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL TOOLS, 32.
PATCH IS PROVIDED. EROSION CONTROL SHALL BE PROVIDED AS NECESSARY FOR GRAVEL AREAS.
OF EACH WEEK. TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL PAVEMENT
CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES TO RECEIVE TRAFFIC BY THE END 31.
EACH WORK DAY.
TRENCHES AND EXCAVATIONS SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE END OF 30.
REQUIREMENTS.
LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH CITY OF GREENSBORO AND NCDOT 29.
CITY OF GREENSBORO ALONG CITY STREETS AND PUBLIC PARKING AREAS.
THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE ROADWAYS AND 28.
SHALL BE REMOVED AND NOT REPLANTED.
SHOWN ON THE PLANS OR IN THE CONTRACT DOCUMENTS. CONFLICTING TREES WITHIN THE RIGHT OF WAY
ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY OR PERMANENT EASEMENT UNLESS OTHERWISE
CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS, HEADWALLS, 27.
CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND TENNANTS AT LEAST 7 DAYS PRIOR TO 26.
FOR THAT ENCROACHMENT. SUCH APPROVALS SHALL BE PROVIDED TO THE OWNER AND ENGINEER.
PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL
DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY AND AN EASEMENT HAS NOT BEEN
TO CITY OF GREENSBORO STANDARD DETAIL 207 FOR TRENCH WIDTH REQUIREMENTS. WHERE THE CONTRACTOR
ALL CONSTRUCTION SHALL BE LIMITED TO STREET RIGHTS-OF-WAY AND OBTAINED EASEMENTS. REFER 25.
SHALL BE MAINTAINED AT ALL TIMES.
DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE HYDRANTS 24.
GENERAL BYPASS NOTES:
UC1
APPROPRIATE AWPA COLORING AND TEXT FOR THE APPLICABLE UTILITY.
DETECTABLE WARNING TAPE IS REQUIRED FOR ALL BURIED PIPE AND SHALL BEAR THE 9.
TO ACCOMMODATE THE STANDARD BENDS SHOWN.
DEFLECTION. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT JOINTS AS NECESSARY
PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT OF MANUFACTURER'S RECOMMENDED
PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR PC 350 DUCTILE IRON 8.
RESTRAINED JOINTS FOR THRUST PROTECTION UNLESS OTHERWISE SPECIFIED.
SERIES 1100 OR OWNER-APPROVED EQUAL. ALL BURIED EXTERIOR PRESSURIZED PIPING SHALL HAVE
ALL MECHANICAL JOINTS SHALL BE FITTED WITH RESTRAINING TYPE ACCESSORY KITS MEGA-LUG 7.
SPECIFIED. A THRUST RESTRAINT PRESSURE OF 200 PSI SHALL BE USED FOR THIS PROJECT.
ALL PRESSURIZED FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT, UNLESS OTHERWISE 6.
ALL WATERLINE FOR THIS PROJECT SHALL BE PC350 DUCTILE IRON RESTRAINED JOINT PIPE.5.
GREENSBORO. A 72 HOUR ADVANCE NOTICE SHALL BE PROVIDED TO AFFECTED CUSTOMERS.
BE COORDINATION WITH AND TAKE PLACE AT A TIME AND DATE ACCEPTABLE TO THE CITY OF
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL
CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & 4.
AS SHOWN ON THE DRAWINGS.
TRENCHES SHALL BE IN STRICT ACCORDANCE WITH CITY OF GREENSBORO STANDARD DETAIL 207, 3.
DRAWINGS.
USED AND LESS COVER IS SPECIFICALLY APPROVED BY THE ENGINEER OR SHOWN OTHERWISE ON THE
MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 4 FEET UNLESS DUCTILE IRON PIPE IS 2.
MIN. VERTICAL SEPARATION REQUIRED.
ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" F.
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE).
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CROSSINGS; MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN E.
STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & D.
CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF
WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER C.
OUTSIDE DIAMETER.
THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASUREDFROM OUTSIDE DIAMETER TO
ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN B.
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM
WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE
PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING
DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR A.
UTILITY SEPARATION REQUIREMENTS:1.
72 HOURS PRIOR TO EACH PLANNED INTERRUPTION.
WRITTEN WATER SERVICE INTERRUPTIONS SHALL BE PROVIDED TO ALL AFFECTED USERS AT LEAST 4.
AND SCHEDULED AT TIMES ACCEPTABLE TO THE OWNER.
APPROVED BY THE OWNER/ENGINEER. ALL INTERRUPTIONS OF SERVICES SHALL BE COORDINATED WITH
PLANNED SERVICE INTERRUPTIONS SHALL LAST NO LONGER THAN 8 HOURS UNLESS OTHERWISE 3.
FACITLITIES INVOLVED IN THE INTERRUPTIONS OF SERVICE.
APPROVED BY THE OWNER/ENGINEER. THE OWNER'S PERSONNEL SHALL OPERATE THE OWNER'S EXISTING
NO INTERRUPTION OF SERVICE WILL BE PERMITTED UNTIL THE FOREGOING PLAN HAS BEEN 2.
DISTRIBUTION PIPING AND VALVES, AS REQUIRED BY THE CITY OF GREENSBORO.
B. PROCEDURE FOR FLUSHING, DISINFECTION, AND TESTING OF ALL AFFECTED WATER
A. SEQUENCE OF CONSTRUCTION OPERATIONS FOR EACH RELOCATION.
(7) DAYS PRIOR TO THE RELOCATION. AT A MINIMUM, THIS PLAN SHALL ADDRESS THE FOLLOWING:
A DETAILED WATER SERVICE INTERRUPRTION AND INSTALLATION PLAN FOR APPROVAL AT LEAST SEVEN
FOR EACH WATERLINE RELOCATION, THE CONTRACTOR SHALL PROVIDE THE OWNER/ENGINEER WITH 1.
RUNTIME FOR EACH PUMP AT FULL LOAD WITHOUT REFUELING.K.
A LIST OF PERSONS/COMPANIES ON STANDBY TO HANDLE SPILLSJ.
AT LEAST FOUR (4) 24/7 EMERGENCY RESPONSE CONTACT NAMES AND PHONE NUMBERSI.
SPILL RESPONSE PLANH.
PUMP FAILURE RESPONSE PLANG.
NOISE ORDINANCE
SOUND LEVELS FOR EACH PUMP AT 25FT OR AT DISTANCES AS REQUIRED BY LOCALF.
PUMP OPERATION SEQUENCEE.
DETAILED SCHEDULE FOR BYPASS PUMPINGD.
TELEMETRY SYSTEM DATA SHEETSC.
PUMP CURVES AND DATA SHEETS FOR EACH PROPOSED PUMPB.
SIZE AND MATERIAL OF ALL PIPING.
SKETCHES OF THE PROPOSED LAYOUT, SHOWING ALL VALVES, FITTINGS, SUPPORTS, AND A.
BYPASS PUMPING PLAN SHALL INCLUDE THE FOLLOWING AT AMINIMUM:
CONTRACTOR SHALL PROVIDE A SEPARATE DETAILED BYPASS PUMPING PLAN FOR EACH SITE. THE 11.
BYPASS OPERATIONS.
SEWAGE SHALL NOT BE PERMITTED TO RISE WITHIN 2FT OF ANY UPSTREAM MANHOLE RIM DURING 10.
SHUTDOWN IS APPROVED BY THE ENGINEER AND/OR THE CITY OF GREENSBORO.
PROPOSED WORK HAS BEEN TESTED, APPROVED, PLACED INTO OPERATION, AND UNTIL REMOVAL OR
BYPASS PUMPING SHALL REMAIN ENTIRELY IN PLACE AND FULLY OPERATIONAL UNTIL THE 9.
PER DAY FOR PROPER OPERATIONS.
ALL BYPASS PUMPS AND PIPING SHALL BE INSPECED BY THE CONTRACTOR A MINIMUM OF ONCE 8.
PIPING AND EACH SHALL BE SIZED TO HANDLE THE PEAK FLOW IN THE SYSTEM.
ALL BYPASS SYSTEMS SHALL HAVE 100% REDUNDANCY WITH EQUIVALENT BACKUP PUMPS AND 7.
REMOTE ALARM REPORTING TO THE CONTRACTOR AND BYPASS SUBCONTRACTOR.
BYPASSES SHALL BE EQUIPED WITH CELLULAR PHONE BASED TELEMETRY SYSTEMS PROVIDING 6.
UTILIZED IN ACCORDANCE WITH LOCAL NOISE ORDINANCES.
HANDLE THE PEAK FLOW WITH THE LARGEST PUMP OUT OF SERVICE. SOUND ATTENUATION SHALL BE
ALL BYPASS PUMPING EQUIPMENT SHALL BE SOUND ATTENUATED AND SHALL BE DESIGNED TO 5.
CONTRACTOR SHALL PLAN AND PHASE WORK AS TO MINIMIZE BYPASS OPERATIONS.4.
APPROVED FOR USE BY THE CITY OF GREENSBORO.
SYSTEM SHALL BE REMOVED UNTIL THE BYPASS PUMPING SYSTEM IS OPERATIONAL, TESTED, AND
NO EXISTING PIPING OR STRUCTURES CRITICAL TO THE OPERATION OF THE SANITARY SEWER 3.
PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES.
CITY OF GREENSBORO, 24 HOURS PER DAY FOR EACH DAY OF THE PUMPING OPERATION BY QUALIFIED
PUMPING OPERATIONS SHALL BE MONITORED BY THE CONTRACTOR, WITHOUR RELIANCE ON THE 2.
SHALL BE SIZED TO HANDLE THE PEAK FLOW.
NORTH CAROLINA SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO PUMPING OPERATIONS. PUMPS
A BYPASS PUMPING PLAN SEALED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF 1.
AT ALL TIMES.
CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY, RESIDENCE, AND BUSINESS 23.
GREENSBORO AND THE ENGINEER PRIOR TO WORK.
RESTORED TO ITS ORIGINAL CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED TO THE CITY OF
UTILITY ALIGNMENTS INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE
IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL OBTAIN DIGITALLY RECORDED VIDEO OF THE 22.
DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE.
AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH 21.
SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN THE SOIL AND STONE.
PLACED RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE DIAMETER AND 20.
SHORING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES AND STRUCTURES.
WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING AND/OR ACTIVE
THE INSTALLATION OF THE UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING AND/OR ACTIVE SHORING REQUIRED FOR 19.
CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. TRAFFIC ISLANDS, CURBS AND
TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION 18.
PER CITY OF GREENSBORO REQUIREMENTS. CONCRETE SHALL BE CUT TO THE NEAREST JOINT.
ALL PAVEMENT CUTS SHALL BE SAWCUT OR MILLED ALONG A CONTINUOUS STRAIGHT LINE AND REPAVED 17.
OWNERS WILL FURNISH DESCRIPTIONS OF EASEMENTS UPON REQUEST.16.
CENTERLINE.
UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE PIPE 15.
APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR VICINITY.
THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES AND FOLLOW THE 14.
SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS ANY SUPPORT 13.
THE PROJECT AND NO SPECIFIC OR ADDITIONAL PAYMENT SHALL BE MADE.
PROJECT SCHEDULE. COORDINATION AND PHASING RELATED TO EXISTING UTILITIES ARE INCLUSIVE TO
THE PROPOSED WATER AND SEWER. COORDINATION WITH EXISTING UTILITIES SHALL BE INCLUDED IN THE
ITS WORK WITH CONFLICTING DATA, TELEPHONE, AND CATV CABLES AS NECESSARY FOR INSTALLATION OF
CONVENTIONAL) IS KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE
DEPTH AND LOCATION OF BURIED DATA, TELEPHONE, AND CATV CABLES (FIBER OPTICS AND 12.
EXPENSE.
DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS AT THE CONTRACTOR'S
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL
LOCATED BY "NC 811" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT
1-800-632-4949. THE CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT
PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY "NC 811"
AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN.
PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER
PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE
UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR
CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXISTING UNDERGROUND
LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE 11.
PROFILE BY CITY OF GREENSBORO PRIOR TO CONSTRUCTION.
ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR 10.
SYSTEM (NAD 83), UNLESS OTHERWISE NOTED.
COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE 9.
SHALL NOT BE RELIED UPON BY THE CONTRACTOR.
THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKEOUT OR BENCHMARKS 8.
TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE 7.
CONTRACTOR SHALL COORDINATE ALL WORK WITH CITY OF GREENSBORO.6.
AND TO CURRENT CITY OF GREENSBORO REGULATIONS, STANDARDS, AND SPECIFICATIONS.
ALL POTABLE WATER AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDEQ REGULATIONS, 5.
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS
SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO ENSURE THE
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE 4.
ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE 3.
THEIR REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER OR 2.
OBTAINED BY THE OWNER AND PROVIDED AT THE PRECONSTRUCTION CONFERENCE.
LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS EXPENSE, UNLESS PREVIOUSLY
ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY 1.
STANDARD DETAIL 207, CLASS B.
ALL WATER AND SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF GREENSBORO 14.
PIPE. ALL SANITARY SEWER LATERALS SHALL BE C-900 DR18 PVC SLIP JOINT.
ALL SANITARY SEWER PIPE FOR THIS PROJECT SHALL BE PROTECTO 401 LINED DUCTILE IRON 13.
IS TESTED AND PHASED INTO SERVICE.
EXISTING WATER SERVICES SHALL REMAIN IN SERVICE AT ALL TIMES UNTIL THE PROPOSED MAIN 12.
THE ATTENTION OF THE OWNER.
FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO 11.
WITH CITY OF GREENSBORO STANDARD SPECIFICATIONS AND DETAILS.
COVERS AND VALVE BOX LIDS FOR SEWER SHALL READ "SEWER", AND ALL SHALL BE IN ACCORDANCE
ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER", ALL MANHOLE 10.
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018
DETAILED
$date$K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-1_notes.dgnPREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
UTILITY NOTES
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
NLH
NLH
ZGP
N.T.S.
UC9
2015-003
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
MIN'
12" SEE NOTE'12" MAX6" MINMIN'
6"SEE NOTE'12" MAX6" MINMIN'
6"
OD'
PIPE

14" MIN
'14" MIN
'3' MIN
4' MIN
9' MIN MIN'12"SEE NOTE 3
3' MIN
MAX'1/3 DiDi'2' MIN TO NEAREST PIPE JOINT, TYP '
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
UC2A
PROPOSED PIPELINE OVER EXIST PIPE
SCALE: N.T.S.
1
PROPOSED PIPELINE OVER EXIST PIPE
PROPOSED
PIPELINE
C
PIPE
EXIST
NOTE: NO ENCASEMENT REQUIRED FOR
PIPELINE
PROPOSED
PROPOSED PIPELINE UNDER EXIST PIPE
L
LC CL
LC
FLOWABLE FILL
FULL TRENCH WIDTH
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
PIPE
EXIST
SEPARATION GREATER THAN 12"
2'-0"
RESTRAINED JOINT.WITHIN CASING SHALL BE
GUIDES AT EVERY JOINT WITHIN THE CASING PIPE. SEE DETAIL 5/UC-2A. ALL JOINTS
DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO APPROVED PIPE ALIGNMENT 1.
NOTES:
RESTRAINED JOINT DIP CARRIER
PIPE AS SHOWN ON DRAWINGS
CREEK CHANNEL OR
FLOOD PLAIN
24" STEEL
CASING PIPE
CLASS I RIP-RAP
SLOPE PROTECTION
SEE STANDARD DETAIL 214
SCALE: N.T.S.
2 ENCASED STREAM CROSSING
NOTES:
SIZE AND SPACING
SEE NOTE 2 FOR BAR
SADDLE
PAD ADHERED TO
1/4" X 6" NEOPRENE
AND SPACING
FOR BAR SIZE
SEE NOTE 2
ANSI 304 SST
PWR (IF ENCOUNTERED)
SEE NOTE 3
6" MIN. EMBEDMENT, MIN
SEE NOTE 3
#7 DOWELS 18" INTO ROCK
SEE NOTE 3
PWR (IF ENCOUNTERED)
SEE NOTE 3
6" MIN. EMBEDMENT, MIN
SCALE: N.T.S.
3 PIPE SUPPORT PIER
CONCRETE PIPE SUPPORT PIER
SEE DETAIL 3/UC-2A

4"1/2"1/2"1'-0"3"
R = 1/2
OUTSIDE DIA.PIPE BARRELX
4"1/2"
3"
BOLT DIA. +1/16"
TWO(2) STRAPS REQUIRED PER PIER.4.
STRAP IS PULLED DOWN SNUG.
PROVIDE STAINLESS STEEL WASHERS UNDER STRAP SUCH THAT 3.
STAINLESS STEEL (1" MIN DIA)
ANCHOR BOLTS, NUTS AND WASHERS SHALL BE ANSI 304 2.
STRAPS SHALL BE HOT-DIP GALVANIZED STEEL.1.
NOTES:MINIMUM
SCALE: N.T.S.
4 PIPE STRAP FOR PIERS

3/4" STEEL PLATE, TYP
3/4"x6" STEEL
CASING PIPE
1" R ON ALL CORNERS
61/2
PLATE, TYP
CARRIER PIPE
PIPE JOINT.
MIN 2 ALIGNMENT GUIDES PER 2.
PLATES.
IN LIEU OF SHOP FABRICATED
GUIDES (SPIDERS) CAN BE USED
PREFABRICATED ALIGNMENT 1.
NOTES:
(2 REQ'D EACH SIDE)
1/2" CLEAR, TYP

SCALE: N.T.S.
5 PIPE ALIGNMENT GUIDE

PIPE STRAPS (2)
SEE DETAIL 4/UC-2A
PROVIDE JOINT
RESTRAINT, TYP.
MJ LONG BODY SOLID
SLEEVE WITH PIPE SPACER
TO COMPLETELY FILL VOID
BETWEEN PIPE PLAIN ENDS
PROVIDE TRANSITION
GASKET WHERE
NECESSARY
RESTRAINED MJ SOLID SLEEVE
SCALE: N.T.S.
6
UC-2A UC-2A
UC-2A
UC-2A
UC-2A
UC-2A
PROPOSED P-401 LINED
DI SANITARY SEWER PIPE
SEE NOTE 1
STORM DRAINAGE RCP
SEE NOTE 2
CORED PENETRATION
IN DRAINAGE RCP
SCALE: N.T.S.
7
UC-2A
PROPOSED SEWER PIPE THROUGH STORM PIPE
SEE NOTE 4
GROUT ANNULAR SPACE
APPROVED EQUAL.
CHEMICAL COMPANY; "MASTERFLOW 713" BY MASTER BUILDERS, OR EUCLID
EXTEND 18" MIN INTO PWR AND SHALL BE GROUTED USING "EUCO-N-S" BY THE
THAN 3', BASE OF PIER SHALL BE EMBEDDED MIN 6" INTO PWR. DOWELS SHALL
IF PARTIALLY WEATHERED ROCK (PWR) IS ENCOUNTERED AT A DEPTH LESS 3.
DIRECTION ON EACH FACE.
PIERS SHALL BE REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH 2.
CONCRETE FOR PIERS SHALL BE CLASS A, 4,000PSI.1.
CARRIER PIPE
8" BRICK BULKHEAD AT EACH END
OF CASING PIPE (WATERTIGHT)
PROVIDE 3/4" WEEP HOLE AND PVC
DRAIN IN BULKHEAD AT LOW END
OF CASING PIPE AND 1/4 CY #57
STONE AT WEEP HOLE
PIPE ALIGNMENT GUIDE, TWO PER PIPE
LENGTH (MIN) OR PER
MANUFACTURER'S RECOMMENDATIONS
SEE DETAIL 5/UC-2A
CASING PIPE, SEE SECTION 1036
FOR MATERIAL REQUIREMENTS
CONC CRADLE - EXTEND FROM END
OF CASING TO FIRST JOINT OF
CARRIER PIPE (MIN 2 LF)
SCALE: N.T.S.
8
UC-2A
TRENCHLESS CASING
NOTES:
1.FULL JOINT OF P-401 LINED PC350 DIP SANITARY SEWER, CENTERED ON
CONFLICT PIPE.
2.COAT EXTERIOR OF PROPOSED SANITARY SEWER PIPE WITH MIN 2 COATS
COAL TAR EPOXY, EXTENDING MIN 3FT BEYOND THE RCP WALL IN BOTH
DIRECTIONS.
3.JOINTS IN RCP SHALL BE MIN 2' FROM CENTERLINE OF PROPOSED
SANITARY SEWER PIPE.
4.
5.
ADHERE A CONTINUOUS WRAP OF HYDROPHILIC RUBBER WATERSTOP AROUND
CONTINUOUS WRAP AROUND THE INTERIOR SURFACE OF THE CORED PENETRATION
AT MID-DEPTH PER MANUFACTURER'S INSTRUCTIONS.
COMPLETELY FILLED WITH NON-SHRINK GROUT.
EXTERIOR SURFACE OF SANITARY SEWER PIPE AT THE PENETRATION AND A SECOND
ANNULAR SPACE BETWEEN SANITARY SEWER PIPE AND CORED PENETRATION SHALL BE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018
DETAILED
$date$K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-2A-x_details.dgnP-05645-04/P-05644A-04
NLH
NLH
ZGP
N.T.S.2015-003 UTILITY DETAILS
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
UC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
UC2B
OF GREENSBORO
DESIGNED BY CITY
STANDARD DETAILS
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018
DETAILED
$date$K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-2A-x_details.dgnP-05645-04/P-05644A-04
NLH
NLH
ZGP
N.T.S.2015-003 UTILITY DETAILS
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
UC9
"K"
UC2C
OF GREENSBORO
DESIGNED BY CITY
STANDARD DETAILS
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018
DETAILED
$date$K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-2A-x_details.dgnP-05645-04/P-05644A-04
NLH
NLH
ZGP
N.T.S.2015-003 UTILITY DETAILS
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
UC9
"K"
UC2D
OF GREENSBORO
DESIGNED BY CITY
STANDARD DETAILS
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018
DETAILED
$date$K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-2A-x_details.dgnP-05645-04/P-05644A-04
NLH
NLH
ZGP
N.T.S.2015-003 UTILITY DETAILS
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
UC9
"K"
0104
0103
0101
0102
0105
0106
0107
0108
0113
0114
0115
0116
0109
0112
0117
0122
0120
0124
0123
012102010
0
01 020202TYP0200 0201000101 020102SYSTEM
RETAIN EXIST
42" RCP-III
SYSTEM
RETAIN EXIST
48" FES TO DRAIN
& GRADE NEW
36" PIPE & FES
REMOVE EXIST
RETAIN EXIST COG DI
SHEET T7
SEE DETAIL 3
SPECIAL LATERAL 2' BASE DITCH
RETAINRETAIN
(STD NO 401)
PROP COG MH
RETAIN
RETAIN BLIND JB
GRADE TO DRAIN
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
RETAIN EXIST CI
60" RCP-III
60" RCP-III
15" RCP-III
SYSTEM
RETAIN
RETAINTO EXIST STMH
EXIST 48" RCP
ABANDON
PLUG FILL AND
SHEET T7
SEE DETAIL 14
'V' DITCH
SPECIAL LATERAL
66" RCP-III
& SYSTEM
RETAIN MH
(STD. NO. 840DO2)
PROPOSED NCDOT CB
(STD. NO. 840DO2)
PROPOSED NCDOT CB
54" RCP-III
NCDOT STD. NO. 840.31
W/ MANHOLE COVER
PROPOSED JB RETAINRETAIN 18" RCP
(STD. NO. 840.02)
PROPOSED NCDOT CB
66" RCP-III66" RCP-III
RCP-
I
II66"RCP-III
66"
48" RCP-III
66" RCP-III
66" RCP-III
72" RCP-III
24" RCP-III
15" RCP-III
S5
S4
(SEE DETAIL SHEET T5)
6" PVC MEDIAN UNDERDRAIN
RETAIN
18" RCP-III
48" RCP-III
CI (STD. NO. 402/403)
PROPOSED COG
(STD. NO. 840.31)
EXIST MH W/ NCDOT JB W/ MH COVER
REMOVE AND REPLACE
24" RCP-IV
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
NCDOT STD. NO. 840.02
PROPOSED CB
W/ MH COVER (STD. NO. 840.34)
PROPOSED MH W/ NCDOT JB
SEE
DET
AIL, S
HEET T9
SPECIAL
O
VERSIZE
D CB
SEE
DET
AIL, S
HEET T9
SPECIAL
O
VERSIZE
D C
B
6" PVC MEDIAN UNDERDRAIN
ABOVE SLAB
W/ COG MH 413
(STD. NO. 840.34)
NCDOT JB
REMOVE & REPLACE W/
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
240012805.76SSMHDI-103 DI-104
DI-105

RR
RR
RR
TOP=809.72
IN(NE)=805.34-15"RCP
OUT(S)=804.96-15"RCP
IN(E)=784.30-48"RCPOUT(N)=782.49-48"RCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
12"VCP
36" R
CP
15" RCP
36" RCP
36" RCP 36" RCP18" RCP
15" RCP 15" V
C
P36" RCP
18" RCP 48" RCP48" RCP15" RCP
15" RCP48" RCP
48" RCP
48" RCP
18" HDPE
15" RCP15" RCP15" R
C
P
15" RCP
1
8
" RC
P
15" RCP
18" RCP36" RCP42" RCP 15" RCP24" RCP
15" RCP15" VCP18" RCP
1
8
" RCP
RR
BURIED
AT&T BOX
SIZE
UNKNOWN
12" VCP
ROCK OUTCROP
FOUND
NOT18" RCP8"VCP
SSMH
RIM=806.43
IN(SW)=797.09
IN(SE)=796.94
OUT(NE)=795.59
8"VCP
END OF PIPE NOT FOUND
AND IS UNKNOWN TO THE
CITY OF GREENSBORO15" VCP8"VCP
1
5"
R
C
P
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 844,454.7079 ft.
E=1,764,509.3089 ft.
EL=810.445 ft.(NAVD 1988)
8"VCP
24" RCP
S. CEDAR STREET
S. SPRING STREET
(50' Nominal R/W per PB 72, PG 69)VARIABLE WIDTH R/W DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
W ALKER AVENUEVARIABLE W IDTH R/W MI
LL RDFREEMANE
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
IL
R
O
A
D
R
/W
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
RAILROAD R/W
SPRING GARDEN ST ROAD RAMPFREEMAN MILL EXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550433 SPRING GARDEN, LLC0066a North Carolina limited liability company437-441 SPRING GARDEN ST.GPN 0001419DB 7996, PG 1687PROP RIGHT OF WAY (TYP)30'
AREA (TYP)
MAINTENANCE
GREENWAY
AREA (TYP)
MAINTENANCE
GREENWAY
30'
BUILDING
BUILDING
BUILDING BUILDING
BUILDING
BUILDING
SIGN
TH#1
TH#2
TH#3
TH#3A
TH#4
TH#5
TH#6
TH#7
TO ANOTHER.
THE UNKNOWN FROM ONE EOI
UKNOWN LINE. THE CREW TRACED
SEWER SHOWN PARALLELING THE
ALONG A DUCTILE IRON SANITARY
BELIEVED THAT THE SIGNAL WAS
STOPPED IN THE PAVEMENT. IT IS
UNKNOWN WAS REMARKED AND
UC 111 NOT EXCAVATED THE
PLPLD
D
D
D
D D
D
D
DS
SDSS
D SD
DD
D
DD
SSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
DS
PREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
T
T
T
T
H
H
12"CIP
12"CIP
8"CIP
12"CIP24"CIP(TS)
(TS)
(TS)
(TS)FOF
OFO
FO FOFO
FO
FO
EOI
NAD 83MATCHLINE -G1- STA 17+85 (SEE SHEET UC4)CROSS PIPE PROFILES
SEE SHEET C15 FOR
INFORMATION
C1 FOR ADDITIONAL
SEE SHEET INT1 AND
10 11
800
796
792
788
784
780
800
796
792
788
784
780-W1- PROFILE
776
780
784
788
792
796
774
10 11 12 13
780
784
788
792
796
-SS2- PROFILE
UC3
800
796
792
788
784
780
10 11
-SS1- PROFILE
SEE SHEET UC4
3' SEPARATION.
RELOCATE FIRE HYDRANT AS SHOWN TO PROVIDE MIN
STRUCTURE 0121. IF LESS THAN 2' OF SEPARATION,
EXISTING FIRE HYDRANT AND PROPOSED DRAINAGE
CONTRACTOR SHALL VERIFY CLEARANCE BETWEEN 4.
TO BE ABANDONED PER STANDARD DETAIL 210.
DETAIL 202. PLUG EXISTING INVERT IN FROM LINE
MANHOLE WITH AN EXTERIOR DROP PER STANDARD
CONNECT PROPOSED SANITARY SEWER TO EXISTING 3.
SEWER PIPE SHALL BE CENTERED ON THE CROSSING.
WITH DETAIL 7/UC-2A. A FULL JOINT OF SANITARY
THROUGH PROPOSED STORM PIPE IN ACCORDANCE
PROPOSED SANITARY SEWER SHALL BE INSTALLED2.
VERTICAL SEPARATION FROM ADJACENT STORM PIPING.
ADJACENT STORM STRUCTURES AND MIN 6"
WITH MIN 36" OF HORIZONTAL SEPARATION FROM
WATERLINE PROFILE. WATERLINE SHALL BE INSTALLED
WITH STANDARD DETAIL 110 AND THE APPLICABLE
WATERLINE SHALL BE INSTALLED IN ACCORDANCE 1.
NOTES:
-W1- STA 10+00.00
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
-W1- STA 10+03.00
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BEND
-W1- STA 10+06.82
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BEND
-W1- STA 10+23.00
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BEND
-W1- STA 10+26.60
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BEND
COVER
3.5' MIN
SEE NOTE 1
PC350 RJ DI WATERLINE
PROPOSED 30 LF 12" PROPOSED WATERLINE
EXISTING GRADE OVER
-W1- STA 10+29.59
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
INV=786.13
PROPOSED 66" RCP
6" MIN
REACTION BLOCKING, TYP
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-3.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
SEE NOTE 3
TO EXISTING SSMH-108
12" SANITARY SEWER
CONNECT PROPOSED
12" DI 271.81 LF @ 0.30%EXST INV OUT=778.42 (N)EXST INV IN=784.28 (E)EXST INV IN=783.24 (W)EXST INV IN=778.46 (S)PROP INV IN=781.40 (S)RIM=788.16-SS2- STA 12+71.81EXISTING SSMH-108EXST INV OUT=782.15 (N)EXST INV IN=782.22 (S)PROP INV OUT=782.15 (N)RIM=786.14-SS2- STA 10+00.00EXISTING SSMH-107INV=776.99
PROPOSED 66" RCP
GRAVITY SEWER
OVER PROPOSED
EXISTING GRADE
INV=778.33
TO BE ABANDONED
REMOVE EXISTING 48" RCP
SEE NOTE 2
THROUGH STORM PIPE
SANITARY SEWER PIPE
CLASS 51 DI GRAVITY
PROPOSED 20 LF 12"
12" UTILITY PIPE
ABANDON 272 LF
GRAVITY SEWER
OVER PROPOSED
EXISTING GRADE
SEE NOTE 2
THROUGH STORM PIPE
SANITARY SEWER PIPE
CLASS 51 DI GRAVITY
PROPOSED 60 LF 8"
GRAVITY SEWER
OVER PROPOSED
PROPOSED GRADE
TO EXISTING SSMH-103
8" SANITARY SEWER
CONNECT PROPOSED
INV=786.22
PROPOSED 66" RCPINV OUT=792.28INV IN(SE)=792.53INV IN(N)=792.53INV IN(E)= 792.58RIM=766.25-SS1- STA 10+60.00EXISTING SSMH-103EXST INV=790.95RIM=797.38-SS1- STA 10+00.00PROPOSED DOGHOUSE SSMH 1.1SS-101
RIM=810.44
IN(SW)=795.34-8"VCP
OUT(NW)=795.21-8VCP
SS-102
RIM=802.10
IN(SE)=793.78-8"VCP
OUT(NW)=793.78-8"VCP
SS-103
RIM=798.18
IN(E)=792.58-8"VCP
IN(N)=792.53-8"VCP
IN(SE)=792.53-8"VCP
OUT(W)=792.28-8"VCP
SS-104
RIM=798.03
IN(N)=793.81-8"VCP
IN(E)=793.81-8"VCP
OUT(S)=793.71-8"VCP
SS-105
RIM=805.76
FILLED WITH ROCKS
SS-106
RIM=787.72
IN(S)=782.60-12"VCP
IN(W)=783.21-8"VCP
OUT(N)=782.60-12"VCP
RIM=786.14
IN(S)=782.22-12" VCP
OUT(N)=782.15-12" VCP
SS-107
SEE NOTE 2
66" RCP STORM
THROUGH PROPOSED
INSTALL PROPOSED 8" SS
SEE NOTE 1
SEE PROFILE -W1-
PC350 RJ DI WATERLINE
PROPOSED 30 LF 12" CEDAR STSPRING GARDEN STSPRING ST
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BENDS
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BENDS
L
O
N
G B
O
D
Y SLEE
VE
RESTR
AI
NE
D 24" MJ
DI
24" WATERLI
NE WIT
H
C
O
N
NECT T
O E
XISTI
N
G
SEE PROFILE -SS2-
LINED DI SANITARY SEWER
PROPOSED 114 LF 12" P-401
PROPOSED GREENWAY
PROPOSED GREENWAY SSEE DETAIL 6/UC-2A
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
SEE DETAIL 6/UC-2A
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
SEE PROFILE -SS1-
MATCH EXISTING SLOPE
LINED DI SANITARY SEWER
PROPOSED 60 LF 8" P-401
ADJUST MANHOLE
ADJUST VALVE BOX
ADJUST VALVE BOX
12" UTILITY PIPE
ABANDON 25 LF RFHSEE NOTE 4
RELOCATE FIRE HYDRANT
EXISTING SSMH-107
CONNECT -SS2- TO
AND ADJUST MANHOLE
EXISTING SSMH-103
CONNECT -SS1- TO
EXST INV=790.95
RIM=797.38
UTILITY MANHOLE SSMH 1.1
PROPOSED 4' DIA DOGHOUSE -SS2--SS1-
020100010212'12'12'TYP02TYP02 0201TYP020204
0205
0202
0209
0210
0203
0207
0206
0211
0212
0216
0214
0217
0213
0215
0218
8
8
8
RETAIN
SYSTEM
RETAIN EXIST
RETAIN
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST CI
SHEET T7
SEE DETAIL 8
EST 45 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
SHEET T7
SEE DETAIL 9
EST 60 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
REMOVE EXIST CI
PROPOSED COG CI (STD. NO. 402)
EST 30 SY GFD
EST 25 TONS
RIP RAP PAD IN CHANNEL
W/ COUNTERSUNK
OUTLET PROTECTION
CLASS II RIP RAP
15" RCP-III
30" RCP-III
COLLAR & EXTEND 18" RCP TO PROP MH
RETAIN EXIST CI
18" RCP. CONTRACTOR TO FIELD VERIFY PIPE LOCATION
PROPOSED COG MH (STD. NO. 400). TIE INTO EXIST
72"
NOTE 10
SEE
8 LF AT 1% SLOPE
COLLAR AND EXTEND 15" CMP
SEE DETAIL 3 SHEET T7
SPECIAL LATERAL BASE DITCH
REMOVE EXIST FALSE SUMP
SHEET T7
SEE DETAIL 4
EST 10 SY
EST 10 TONS
EMBANKMENT PROTECTION
CLASS II RIP RAP
(STD. NO. 402)
PROPOSED COG CI
72" RCP-III
72" RCP-III
RCP-III
24" RCP-III
24" RCP-III
GREENWAY ACCESS
FOR FUTURE
15" RCP-III
54"
RCP-III
RETAIN 18" VCP RETAIN 18"
24" RCP-III
SEE DETAIL, SHEET T9
SPECIAL OVERSIZED CB
SEE DETAIL, SHEET T9
SPECIAL OVERSIZED CB RETAINCLASS II RIP RAP
EMBANKMENT PROTECTION
EST 10 TONS
EST 10 SY
SEE DETAIL 4
SHEET T7
SEE SHEET ST-48
HEADWALL
72" RCP-III
SEE TABLE, SHEET T10
SPECIAL OVERSIZED JB W/MH COVER
RETAIN(STD. NO. 840.26)
PROPOSED NCDOT 2GI
18"RRMH-110
CI-106
CI-107
CI-108
CI-109
CI-110
CI-111
CI-112
CI-113
CI-114
DI-107
DI-108

RR
12"VCP
8"VCP1
2"VCP12"VCP
6"VCP
8"VCP8"DI
P
48" RCP15" R
CP
24" VCP
12" RCP
18" RCP18" RCP18" RCP18" VCP
48" VCP
15" CMP30" VCP30" VCP15" RCP
15" RCP
15" VCP8" VCP15" RCP
15" RCP24" RCP4" RCP12"VCP
18" RCP
GI
GRATE=786.44
OUT(E)=785.10
INV=783.49
RR
ROCK OUTCROP
48" RCP
BC 18" RCP8"DIPCIPP LINED 8"CIPP LINED 8"NOT FOUND
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
McGEE STRAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
EXIST R/W
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
per PB 72, PG 69)
(50' Nominal R/W
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEE100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038
RIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
NORFOLK SOUTHERN CORPORATION
(ALAN B. CARROLL PROPERTY
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
EASEMENT (TYP)
TEMP CONSTRUCTION
30'
AREA (TYP)
MAINTENANCE
GREENWAY
TH#8
TH#9
TH#9A
TH#10
TH#11
TH#12
TH#13
TH#15
TH#14
7
8
0785
780
VERTICAL SEPARATION = 4.18'
CULVERT INV ELEV - 768.70'
8" DIP INV ELEV = 772.88'
HORIZONTAL SEPARATION = 1.13'
8" DIP AND CULVERT WING
NO CONFLICT BETWEEN EXIST FENCE
REMOVE
SEE DETAIL 4/L-504
72" ORNAMENTAL FENCE
CHAIN LINK FENCE WITH
REMOVE AND REPLACE
(TYP)
REMOVE POSTS
REMOVE POSTS (TYP)
PREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102 WVPLPLPLPLPLD
D
D
D
D
D
D
D
D
S
SD
S
D
SS-108
SS-109
SS-110
SS-111
SHHGTS4"CIP6"CIP12"CIP
12"CIP
12"UNK24"CIP
12"CIPEOI
(TS)
(TS)
(TS)
(TS)
END
FOFOFO
EOI
EOI EOI11101110
NAD 83
MATCHLINE -G1- STA 26+00 (SEE SHEET UC5)MATCHLI
NE
-G1-
STA 17+85
(SEE SHEET UC3)
774
778
782
786
790
770
766
CROSS PIPE PROFILES
SEE SHEET C15 FOR
INFORMATION
C2 FOR ADDITIONAL
SEE SHEETS INT2 AND
UC4
-W2- PROFILE
774
778
782
786
790
770
766
774
778
782
786
790
770
766
774
778
782
786
790
770
766 -W4- PROFILE
SEWER PIPE SHALL BE CENTERED ON THE CROSSING.
WITH DETAIL 7/UC-2A. A FULL JOINT OF SANITARY
THROUGH PROPOSED STORM PIPE IN ACCORDANCE
PROPOSED SANITARY SEWER SHALL BE INSTALLED2.
VERTICAL SEPARATION FROM ADJACENT STORM PIPING.
ADJACENT STORM STRUCTURES AND MIN 6"
WITH MIN 36" OF HORIZONTAL SEPARATION FROM
WATERLINE PROFILE. WATERLINE SHALL BE INSTALLED
WITH STANDARD DETAIL 110 AND THE APPLICABLE
WATERLINE SHALL BE INSTALLED IN ACCORDANCE 1.
NOTES:
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-4.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
-W2- STA 10+96.98
LONG BODY SLEEVE
RESTRAINED 24" MJ DI
24" WATERLINE WITH
CONNECT TO EXISTING
-W2- STA 10+00.00
LONG BODY SLEEVE
RESTRAINED 24" MJ DI
24" WATERLINE WITH
CONNECT TO EXISTING
TO STA 10+36.21
-W2- STA 10+21.51
3' MIN COVER
PROPOSED WATERLINE
EXISTING GRADE OVER
PROPOSED WATERLINE
PROPOSED GRADE OVER
INV=777.58
PROPOSED 72" RCP
-W2- STA 10+11.90
PROPOSED 24" 45° DI RJ BEND
-W2- STA 10+05.00
PROPOSED 24" 45° DI RJ BEND
-W2- STA 10+87.93
PROPOSED 24" 45° DI RJ BEND
-W2- STA 10+91.98
PROPOSED 24" 45° DI RJ BEND
-W2- STA 10+40.72
(ROTATE AS NECESSARY)
VERTICAL BEND
PROPOSED 24" 45° DI RJ
-W2- STA 10+36.20
(ROTATE AS NECESSARY)
VERTICAL BEND
PROPOSED 24" 45° DI RJ
-W2- STA 10+21.51
VERTICAL BEND
PROPOSED 24" 45° DI RJ
-W2- STA 10+16.90
VERTICAL BEND
PROPOSED 24" 45° DI RJ
1/UC-2A
SEE DETAIL
6" MIN
REACTION BLOCKING, TYP
SS-110
SS-109
SS-108
SS-111
OUT(N)=778.42-12" VCP
IN(E)=784.28-8" HDPE
IN(W)=783.24-8" VCP
IN(S)=778.46-12" VCP
RIM=788.18
RIM=784.43
IN(S)=775.83-6"PVC
IN(N)=775.36-8"DIP
IN(W)=781.67-8"DIP
IN(SW)=774.88-8"DIP
IN(S)=778.05-8"DIP
OUT(E)=774.20-8"DIPOUT(N)=771.09-12" VCP
IN(SE)=776.56-6" PVC
IN(E)=771.49-8" VCP
IN(SW)=771.44-8" DIP
IN(S)=771.26-12" VCP
RIM=780.69
OUT(N)=775.14-12" VCP
IN(S)=775.27-12" VCP
RIM=782.06McGEE STCEDAR ST
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
ADJUST VALVE BOXES (2)
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BENDS
(ROTATE AS NECESSARY)
PROPOSED 12" 45° DI RJ BENDS
SEE NOTE 1
SEE PROFILE -W2-
PC250 RJ DI WATERLINE
PROPOSED 97 LF 24"
LONG BODY SLEEVE
RESTRAINED 24" MJ DI
24" WATERLINE WITH
CONNECT TO EXISTING
LONG BODY SLEEVE
RESTRAINED 24" MJ DI
24" WATERLINE WITH
CONNECT TO EXISTING
ADJUST VALVE BOX
ON SHEET UC-3
SEE PROFILE -SS2-
LINED DI SANITARY SEWER
PROPOSED 158 LF 12" P-401
DI RJ BENDS
PROPOSED 24" 45°
DI RJ BENDS
PROPOSED 24" 45°
S
LESS THAN 12".
DETAIL 1/UC-2A IF SEPARATION IS
PROVIDE PIPELINE CROSSING PER
SEPARATION WITH WATER/STORM.
CONTRACTOR TO VERITY 6" MIN
PROPOSED GREENWAY
SEE NOTE 1
SEE PROFILE -W4-
PC350 RJ DI WATERLINE
PROPOSED 75 LF 12"
AND ADJUST MANHOLE
DROP PER STANDARD DETAIL 202
SSMH-108 WITH OUTSIDE
CONNECT -SS2- TO EXISTING
ADJUST VALVE BOX
24" UTILITY PIPE
ABANDON 84 LF
12" UTILITY PIPE
ABANDON 60 LFSEE NOTE 2
PROPOSED STORM PIPE
INSTALL SS THROUGH
MATCH EXISTING SLOPE
ON PROPOSED STORM PIPE
DI SANITARY SEWER CENTERED
INSTALL 20 LF 8" P-401 LINED
-SS2-
INV=776.18
PROPOSED 72" RCP
INV=781.05
TO BE ABANDONED
REMOVE EXISTING 48" RCP
INV=782.56
TO REMAIN
EXISTING 18" RCP
INV=779.53
TO BE ABANDONED
EXISTING 18" RCP
18" MIN
12" MIN
-W4- STA 10+74.47
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
(ROTATE AS NECESSARY)
-W4- STA 10+69.47
PROPOSED 12" 45° DI RJ BEND
(ROTATE AS NECESSARY)
-W4- STA 10+58.05
PROPOSED 12" 45° DI RJ BEND
-W4- STA 10+51.03
VERTICAL BEND
PROPOSED 12" 45° DI RJ
-W4- STA 10+47.00
VERTICAL BEND
PROPOSED 12" 45° DI RJ
-W4- STA 10+12.80
PROPOSED 12" 45° DI RJ BEND
-W4- STA 10+05.00
PROPOSED 12" 45° DI RJ BEND
-W4- STA 10+00.00
LONG BODY SLEEVE
RESTRAINED 12" MJ DI
12" WATERLINE WITH
CONNECT TO EXISTING
PROPOSED WATERLINE
PROPOSED GRADE OVER
PROPOSED WATERLINE
EXISTING GRADE OVER
REACTION BLOCKING, TYP
02TYP
12'12'1
2'TYP02 02
10'10'6'4'12'10'
0311
0310
0301
0309
0306
0305
0308
0316
0314
0313
0312
0317
0318
0319
0321
0320
0315
0303
0304
0322
0302
O
O
8
8
8
CI
RCBC
RETAIN EXIST
EXIST CURB
RETAIN
CI (STD. NO. 402)
PROPOSED COG
(STD. NO. 400)
PROPOSED COG MH
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
DI (STD. NO. 435)
PROPOSED COG
(STD. NO. 400)
PROPOSED COG MH
PROP 6" X 18" CURB
REMOVE 12" RCP AND CI
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
15" RCP-III
24" RCP-III
15" RCP-III
18" RCP-III
(STD. NO. 400)
PROPOSED COG MH
EST 10 SY GFD
EST 4 TONS
EMBANKMENT PROTECTION
INTO CLASS I RIP RAP AS
OUTSIDE OF EXISTING HEADWALL
OPEN END PIPE OUTLET
SEE DETAIL 4 SHEET T7
EST 40 SY GFD
EST 35 TONS
CLASS I RIP-RAP
EMBANKMENT PROTECTION
FLARED END SECTION W/
RETAIN EXIST CURB
18" RCP-III
15" RCP-III
15" RCP-III
18" RCP-III
15" RCP-III
18" RCP-III
24" RCP-III
15" RCP-III
24" RCP-III 24" RCP-III
18" RCP-III
15" RCP-III
15" RCP-III
W/ELBOWS
18" HDPE
15" RCP-III
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
15" HDPE W/ELBOWS
RETAINRRRRMH-114
CI-115
CI-116
CI-118
CI-117
CI-119

8"DIP8"DIP15"VCP
15"VCP
6"VCP4" CPP4" CPP12" RCP 12" VCP
15" RCP15" RCP12" RCP 12" RCP18" VCP18" CIP4
"
P
VC15" RCP
1
2
" RC
P
ELECTRIC VAULT
DI-109
MH-113
ROOF DRAINS
CPP4"6
" DI
P 4" DIP10"VCP 4"VCP4"V
CP1
2
"D
IP
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD
R
/W
RAILROAD R/W EXIST R/WEXIST R/WDB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
EXIST R/WEXIST R/WS
.
C
E
D
A
R

S
T
RAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W CONTEMPORARY LANDSCAPES INC.
0040C
D.B. 6708, PG. 159313.50' ALLEY PER(SR 3841)W.MARKET STREET99.88'N85° 32' 11"WS85° 32' 11"E42.33'N
0
4
° 0
9' 3
3
"E
9
0.1
5'
N
0
4
° 04' 1
3
"E
8
2.3
0'
N
0
4
° 04' 13"E
1
3.5
2'60.14'N85° 36' 41"W42.19'N85° 36' 41"WPB 199, PG 17
DB 8096, PG 2676
GCPN 0003945
708 W MARKET ST.
and wife SYLVIA ALEXIOU
ODIS ALECK ALEXIOU
0040E
SS EASEMENT
SS EASE
MENT
SS EASEMENT
EASEMENT (TYP)
TEMP CONSTRUCTION
30'
AREA (TYP)
MAINTENANCE
GREENWAY
TH#18
TH#19
TH#16
TH#17
TH#20
TH#21
TH#22
TH#23 TH#24
DOES NOT CONTINUE. CLEAR TO 3'.
TO VERIFY THAT THE UNKNOWN
PAST END OF INFORMATION
TRUCK, HAND DIG IN GRASS
UNABLE TO ACCESS WITH VACUUM
UC304
CUT AT GROUND LEVEL
1/4" CABLE (POSSIBLE ELECTRIC)
UC304A
REPLACE WATER VALVES
ADJUST MANHOLES
FENCE
REMOVE
CMU BLOCKS (TYP)
MSE WALL WITH
770
775
775
775
775775780
780
785
85
80
85
85 85
80
80
80
769769
765775
770
770
770
770
765
765765
7
7
0WVPLPLPL
PLD
D
D
D
D
D
S
S
S
S
SS-112
SS-113
SS-114
SS-115
SS-116
S
S
SS-157
MAIN = 761.3'
SS-158
SS-159
FOFOFOFOFOS
INV(NW)=765.51'-15"RCP
INV(S)=765.53'-12"DIP
INV(E)=768.70'-12"PVC
INV(NE)=766.20'-6"PVC
TOP=779.90'
SSMH
S
S
PREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
THH EOI8"CIP8"CIP(TS)(TS)(TS)FOFOFOFOFOFO(3)INNERDUCT6
"6"6"CIP
6"C
IPEO
IEO
IEOI
NAD
83
MATCHLINE -G1- STA 26+00 (SEE SHEET UC4)MATCHLINE -G2- STA 36+00 (SEE SHEET UC6)CROSS PIPE PROFILES
SEE SHEET C16 FOR
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
ADDITIONAL INFORMATION
SEE SHEET INT3 AND C3 FOR
UC5
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-5.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
SS-113 SS-114 SS-115 SS-116
SSMH
RIM=789.52
IN(W)=784.16-8"DIP
IN(SE)=784.24-8"DIP
OUT(NW)=784.11-8"DIP
SSMH
RIM=789.22
IN(S)=781.17-8"DIP
IN(SE)=781.51-10"VCP
OUT(N)=781.12-8"DIP
SSMH
RIM=774.71
IN(S)=762.49-15" VCP
OUT(N)=762.41-15" VCP
SSMH
RIM=775.92
IN(NE)=772.29-4"PVC
OUT(W)=772.19-6"VCP
SSMH
RIM=779.13
IN(S)=765.30-12" VCP
IN(W)=765.22-15" VCP
OUT(NW)=765.19-15" VCP
SS-112 SS-157
SSMH
RIM=791.02
IN(NW)=786.72-4"DIP
IN(SW)=786.62-6"DIP
OUT(N)=786.42-8"DIP
SS-158
OUT(NW)=763.8-15"VCP
LATERAL
IN(SW)=764.4-8"DIP
SS-159
BLIND JUNCTION
IN(SE)=761.3-15"VCP
PROVIDED BY CITY
PROVIDED BY CITY
ADJUST VALVE BOX
MARKET STPROPOSED GREENWAY
0401
0402
0403
0404
0405
0501
0406
0407OO02010002TYP
12'
TYP
12'01TYP
12'TYP02TYP
5'
0
2
TYP
02TY
P5'6'6'2GI
MH
DRAIN
GRADE TO
R
E
T
A
IN
GRADE TO DRAIN
GRADE TO DRAIN
MH (STD. NO 400)
PROPOSED COG MH (STD. NO 400)
PROPOSED COG
SHEET T7
DETAIL 6
SPECIAL BERM DITCH
SHEET T7
SEE DETAIL 11
EST 30 SY GFD
EST 40 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
ABOVE)
(SEE NOTE
OUTLET
ROOF DRAIN
18" RCP
1
8" R
C
P
SEE DETAIL 2 SHEET T7
135 SY GFD
60 TONS CLASS 'B' RIP RAP
TOE PROTECTION
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
TIE INTO EXIST 18" VCP
(STD. NO 400)
PROPOSED COG MH
SYSTEM
EXIST
RETAIN
GRADE TO DRAIN
15" RCP-III
15" RCP-III
15" RCP-III
18"
RCP-III
W/ ELBOWS
15" HDPE
SEE DETAIL 2 SHEET T7
60 SY GFD
25 TONS CL 'B' RIP RAP
TOE PROTECTION
SHEET T7
SEE DETAIL 10
EST 40 SY GFD
EST 55 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
INV OUT = 761.0'
18" RCP-III
PROPOSED FLARED END
BUILDING FACE
DRAINS INTO PROPOSED DITCH ALONG
6" HDPE PIPE TO EXTEND ROOF
ROOF DRAINS AND UTILIZE FLEXIBLE
SLOPE FAILURE AREA BELOW BUILDING
CONTRACTOR TO REPAIR AND STABILIZE
INV OUT = 760.0'
TIE INTO CHANNEL IMPROVEMENTS
PROPOSED OPEN END 18" RCP-III 2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25MH-115
DI-110

TREE
DECIDUOUS
DEAD
15"VCP 15"VCP15"VCP12"DIP8"VCP
8"V
CP
15"DIP15"DIP 8"DIP8
"D
IP
15"DIP
18" VCP8"VCP8"DIP18" VCPRETAINING
WALL 300132
785.49
wall
300133
785.52
wall
300134
785.63
wall
300135
779.16
wall
300136
779.70wall
6"VCP6" PVCLATERAL TO BUILDING
6
"
P
VCUNKNOWN END OF PIPE12"DIPFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND 12"DIP18" RCP12" RCP15"TCNOT FOUND
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WAVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
RAILROAD R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
SS EASEMENT SS EASEMENTSS
E
A
SE
M
E
N
TSS EASEMENT
SS EASEMENT
30'
AREA (TYP)
MAINTENANCE
GREENWAY
EASEMENT
PERMANENT SIDEWALK
EASEMENT
(TYP)
TEMPORARY
CONSTRUCTION
TH#25PL
S
S
D
S S
SD
SS-119
SS-123
SS-122
SS-120
SS-121
SS-118
SS-117
S
S
SS-156
S
S 6"EN
DEOI
6" CIPTOP=773.92'
SSMH
S
S
SS C/O
TOP=766.12 6"EN
DEOI
6" CIP6"CIPPREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
NAD
83
MATCHLINE -G2- STA 44+00 (SEE SHEET UC7)MATCHLINE -G2- STA 36+00 (SEE SHEET UC5)CROSS PIPE PROFILES
SEE SHEET C17 FOR
ADDITIONAL INFORMATION
SEE SHEET C4 FOR
UC6
-SS4- PROFILE
10 11 12
758
762
766
770
774
778
754
764
768
772
776
780
10 11 12 13
784-SS6- PROFILE
760
764
768
772
776
780
784
756754
758
762
766
770
774
778
LATERAL AT ITS EXISTING ELEVATION TO PROPOSED DOGHOUSE MANHOLE 5.1.
DOGHOUSE MANHOLE 5.1. IF PRESENT, CONTRACTOR SHALL CONNECT THE
CONTRACTOR SHALL FIELD VERIFY EXISTING SS LATERAL AT PROPOSED4.
PROPERTY AND SHALL UTILIZE ACTIVE SHORING AS NECESSARY.
CONTRACTOR SHALL PROTECT ADJACENT UTILITIES, STRUCTURES, AND 3.
MANHOLES 3.5-FEET ABOVE FINISHED GRADE.
CONTRACTOR SHALL SET RIM ELEVATION FOR ALL OTHER PROPOSED 2.
SURROUNDING PAVEMENT. COVERS SHALL BE WATERTIGHT.
PAVEMENT AND WITHIN 3-FEET OF PAVEMENT EDGES FLUSH WITH
CONTRACTOR SHALL SET RIM ELEVATION FOR ALL PROPOSED MANHOLES IN 1.
NOTES:
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-6.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE-SS4- STA 10+11.43START CASING-SS4- STA 10+35.11END CASINGINV=760.38
18" RCP
PROPOSED INV OUT=756.62INV IN=756.82RIM=767.59-SS4- STA 10+39.11PROPOSED SSMH 4.2INV OUT=756.30INV IN=756.50RIM=767.36-SS4- STA 11+23.68PROPOSED SSMH 4.384.57 LF 15" P-401 LINED DIP @ 0.14%
@ 0.14%
15" P-401 LINED DIP
58.34 LF
MIN THICKNESS 0.375"
STEEL CASING
PROPOSED 24 LF 24"
GRAVITY SEWER
ALONG PROPOSED
EXISTING GRADE
MIN.
18"
DIP @ 0.15%
15" P-401 LINED
39.11 LF INV OUT=756.88INV IN(N)=757.08EXST INV IN(S)=757.08RIM=767.56-SS6- STA 10+33.17-SS4- STA 10+00.00PROPOSED SSMH 4.1/6.1EXST INV=756.02PROP INV IN=756.22RIM=766.25-SS4- STA 11+82.02PROPOSED DOGHOUSE SSMH 4.4@ 0.36%
15" P-401 LINED DIP
146.77 LF
@ 5.48%
15" P-401 LINED DIP
122.4 LF
INV=761.15
18" RCP
PROPOSED
PROPOSED GRAVITY SEWER
EXISTING GRADE ALONG INV OUT=757.94INV IN=758.14RIM=764.38-SS6- STA 12+16.13PROPOSED SSMH 6.3INV OUT=757.21INV IN=757.41RIM=767.27-SS6- STA 10+69.36PROPOSED SSMH 6.2INV OUT(N)=757.20INV OUT(W)=757.20INV IN(S)=757.76RIM=767.62-SS6- STA 10+00.00EXISTING SS-117MIN.
18"
CL OF FRIENDLY AVENUE
RECEIVING PIT
PROPOSED 20'x20'
BORE PIT
PROPOSED 20'x40'
OF TRAVEL LANE
1:1 SLOPE FROM EDGE OF TRAVEL LANE
1:1 SLOPE FROM EDGE
DIP @ 0.36%
15" P-401 LINED
36.20 LF
DIP @ 0.36%
15" P-401 LINED
33.17 LF
INV OUT(NE)=764.85INV IN(W)=757.43RIM=781.28-SS6- STA 13+38.54EXISITING SSMH-119-SS6- STA 13+22.20END CASING-SS6- STA 12+22.20START CASINGINV OUT=756.88INV IN(N)=757.08INV IN(S)=757.08RIM=767.56-SS4- STA 10+00.00-SS6- STA 10+33.17PROPOSED SSMH 6.1/4.1PLUG EXISTING INV OUT
TO EXISTING SSMH-119
15" SANITARY SEWER
CONNECT PROPOSED
TO EXISTING SSMH-117
15" SANITARY SEWER
CONNECT PROPOSED
MIN THICKNESS 0.375"
STEEL CASING
PROPOSED 100 LF 30"
PROPOSED GRAVITY SEWER
PROPOSED GRADE ALONG
SS-117 SS-118 SS-119 SS-120
IN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=781.28
IN(W)=764.93-18"VCP
OUT(NE)=764.85-18"VCP
RIM=764.28
IN(S)=755.86-15" DIP
RIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.69
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.74-12" DIP
OUT(N)=757.31-VCP
SS-156
RIM=773.87
IN(SW)=771.27-6" PVC
IN(E)=770.68-6" PVC
OUT(NE)=770.32-6" VCP
FRIENDLY AVEPROPOSED GREENWAY
SEE DETAIL 2/UC-2A
MIN THICKNESS 0.375"
STEEL CASING
PROPOSED 24 LF 24"
SEE PROFILE -SS6-
LINED DI SANITARY SEWER
PROPOSED 339 LF 15" P-401
15" UTILITY PIPE
ABANDON 29 LF
15" UTILITY PIPE
ABANDON 144 LF
-SS4-
-SS6-
BORE PIT
PROPOSED 20'x40'
SIDEWALK
PROPOSED
SEE DETAIL 8/UC-2A
MIN THICKNESS 0.375"
OF 30" STEEL CASING PIPE
PROPOSED 100 LF JACK & BORE
18" UTILITY PIPE
ABANDON 175 LF
PLUG EXISTING INV OUT
EXISTING SSMH-119
CONNECT -SS6- TO
INV OUT=757.94
INV IN=758.14
RIM=764.38
MANHOLE SSMH 6.3
PROPOSED 4- DIA UTILITY
INV OUT=757.21
INV IN=757.41
RIM=767.27
MANHOLE SSMH 6.2
PROPOSED 4' DIA UTILITY
PROP INV IN=756.12
EXST INV=756.02
RIM=766.25
PLUG EXISTING INV IN
DOGHOUSE MANHOLE SSMH 4.4
PROPOSED 4' DIA UTILITY
INV OUT=756.21
INV IN=756.31
RIM=767.36
MANHOLE SSMH 4.3
PROPOSED 4' DIA UTILITY
INV OUT=756.42
INV IN=756.52
RIM=767.59
MANHOLE SSMH 4.2
PROPOSED 4' DIA UTILITY
INV OUT=756.58
INV IN(N)=757.08
INV IN(S)=757.08
RIM=767.56
MANHOLE SSMH 4.1/6.1
PROPOSED 4' DIA UTILITY
SSMH-118
REMOVE EXISTING
SEE PROFILE -SS4-
LINED DI SANITARY SEWER
PROPOSED 184 LF 15" P-401
SEE NOTE 3
RECEIVING PIT
PROPOSED 20'x20'
SSCO
SANITARY SEWER CLEANOUT
PROPOSED 6" PVC
SERVICE LINE
38 LF 6" PVC SEWER
EXISTING SS-117
CONNECT -SS6- AND 6" SS SERVICE TO
0202 02TYP02TYP12'
TYP
12'4'12'4'5'0100010285'R85'R
0502
0504
0505
0506
0509
0511
0507O 1% ANNUAL CHANCE FLOOD (BFE)
CI
24" RCP-IV
PROPOSED WING WALL
GRADE TO DRAIN AROUND
RETAIN
RETAINSYSTEM
RETAIN EXIST
18" RCP
RETAIN
CI (STD. NO. 402)
EXIST CI W/ COG
REMOVE AND REPLACE
CI (STD. NO. 402)
PROPOSED COG
SHEET T7
SEE DETAIL 2
120 SY PSRM
40 TONS CLASS 'B' RIP RAP
TOE PROTECTION
SHEET T7
SEE DETAIL 13
EST 55 SY GFD
EST 95 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
SHEET T7
SEE DETAIL 12
EST 35 SY GFD
EST 35 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
RETAINGRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
(STD. NO 400)
PROPOSED COG MH
INV OUT = 750.00'
18" RCP-III TIE INTO CULVERT
PROPOSED OPEN END
1% ANNUAL CHANCE FLOOD (FUTURE)
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
EST 100 SY GFD
EST 100 TON
CLASS II RIP RAP
PIPE OUTLET
REPAIR EXISTING2402754.77END BOX CULVERT 11'X 5'CI-120
CI-121
CI-122
CI-123
DI-111
APPROXIMATE
BLIND JUNCTION
11'W x 5'H BOX CULVERT
INV=750.51
10"PVC8"VCP12"DIP8"VCP8"VCP15" VCP1 5 " VCP
15" RCP15" RCP 15" RCP15" HDPE10" CIP10" CIP18" RCP18" RCPNOT FOUND
INV=754.08
54" RCPRR
RR
15"15" DIP DIP
(APPROX LOCATION)
24" CIP
PRESCOTT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
RAILROAD R/W
RAILROAD R/W
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
RAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/WGUILFORD AVEDB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
30'
AREA (TYP)
MAINTENANCE
GREENWAY
EASEMENT (TYP)
TEMPORARY CONSTRUCTION
TH#26A
TH#26
TH#27
D
D
D
D
S
S
S SSS-124
SS-125
SS-127 SS-128
D
TOP=755.97
SS C\O
PREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-010216"CIP16"CIP(TS)(T
S
)(TS)(TS)10 11 12 13
NAD 83
MATCHLINE -G2- STA 44+00 (SEE SHEET UC6)744
748
752
756
760
764
CROSS PIPE PROFILES
SEE SHEET C17 FOR
INFORMATION
C5 FOR ADDITIONAL
SEE SHEET INT4 AND
768
744
748
752
756
760
764
768
-SS7- PROFILE
UC7
DETAIL 210.
IN FROM LINE TO BE ABANDONED PER STANDARD
TO EXISTING SSMH-127. PLUG EXISTING INVERT
CONNECT PROPOSED 16" SANITARY SEWER 1.
NOTES:
PROPOSED GRAVITY SEWER
EXISTING GRADE OVER
-SS5- STA 10+14.41START CASING-SS5- STA 10+38.41END CASINGEXST INV OUT=747.67 (N)EXST INV IN=748.30 (E)EXST INV IN=747.53 (S)PROP INV IN=747.87 (S)RIM=756.20-SS7- STA 12+00.57EXISTING SSMH-127SEE NOTE 1
TO EXISTING SSMH-127
15" SANITARY SEWER
CONNECT PROPOSEDINV OUT=748.36EXST INV=749.70RIM=759.28-SS7- STA 10+00.00PROPOSED DOGHOUSE SSMH 7.1INV OUT=748.10INV IN=748.30RIM=758.92-SS7- STA 10+42.41PROPOSED SSMH 7.2@ 0.14%
15" P-401 LINED DIP
42.41 LF
158.34 LF 16" P-401 LINED DIP @ 0.14%
MIN THICKNESS 0.375"
STEEL CASING
PROPOSED 24 LF 24"
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-7.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
SEE PROFILE -SS7-
LINED DI SANITARY SEWER
PROPOSED 201 LF 15" P-401
SS-125 SS-126 SS-127 SS-128SS-124
RIM=760.47
IN(W)=755.33-10" PVC
IN(S)=752.84-15" DIP
IN(E)=755.07-12" DIP
OUT(N)=752.72-15" DIP
RIM=763.27
IN(NW)=758.35-6"DIP
IN(S)=758.07-6"DIP
IN(W)=759.74-8"VCP
OUT(E)=757.74-8"VCP
RIM=772.48
IN(SE)=769.00-8"DIP
IN(E)=764.83-12"VCP
OUT(W)=764.83-12"VCP
RIM=756.20
IN(E)=748.30-6"
IN(S)=747.53-15" DIP
OUT(N)=747.67-15" DIP
RIM=754.29
IN(S)=745.92-15" DIP
IN(W)=746.85-8" VCP
OUT(N)=745.91-15" DIP
ADJUST MANHOLE
ADJUST VALVE BOX
GUILFORD AVEPROPOSED GREENWAY
SEE DETAIL 2/UC-2A
MIN THICKNESS 0.375"
STEEL CASING
PROPOSED 24 LF 24"
15" UTILITY PIPE
ABANDON 188 LF
PLUG EXISTING 15" INV IN
EXISTING SSMH-127
CONNECT -SS7- TO
PROP INV OUT=748.36
EXST INV=749.70
RIM=759.28
PLUG EXISTING INV OUT
DOGHOUSE MANHOLE SSMH 7.1
PROPOSED 4' DIA UTILITY
INV OUT=748.10
INV IN=748.30
RIM=758.92
MANHOLE SSMH 7.2
PROPOSED 4' UTILITY
-SS7
-
TYP0202TYP
12'
29.5
'12
'TYP0228'14'11'10'-G3-
0705
0702
0701
0704
0703
OTH#30TH#29
GGGGGGGGMH-119
MH-120
MH-121
CI-128
CI-129
CI-130
CI-131
CI-132
CI-133
CI-134
CI-135
CI-136
CI-137
DI-113
DI-112
YI-101
COG
COGCOG
RR
RR RR
COG
24
"RCP
12"VCP
24"RCP
24
"D
IP
24"DIP
15"VCP10"VCP
15" RCP
18" R C P
1
8
" RCP
18" RCP18" RCP15" RCP15" RCP30" RCP15" RCP
1
8"
R
C
P15" RCP15" RCP
15" RCP
18" RCP18" RCP1
0
" VCP36" RCP10"VCP4" DIP18" RCP15" RCP
8"VCP
30" RCP
GUY WIRE
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
EX
IS
T
R
/W
E
X
IS
T
R
/W
E
X
IST R
/W
EXIST R/WEXIST R/WEXIST R/W
EXIST R/W
HILL STREETper COG F-1965)(70'
Nomi
nal
R/WDB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
EXIST R/W
HILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE
CITY OF GREENSBORO
0056
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055EXI
S
T R/WEXI
S
T R/W (AP
P
ROX)
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
FLOODWAY1% ANNUAL CHANCE FLOOD (BFE)RETAIN CI
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
CI (STD. NO. 402)
PROPOSED COG
COG MH
RETAIN
RETAINING WALL
EXIST 15" RCP BEHIND
MH (STD. NO. 400) INTO
TIE PROPOSED COG
RETAIN
SHEET T7
SEE DETAIL 2
60 SY GFD
55 TONS CLASS 'B' RIP RAP
TOE PROTECTIONCHANCE FLOOD (FUTURE)1% ANNUAL4" PIPE SHOULDER DRAIN
TIE TO PROPOSED DRAINAGE STRUCTURE
4" OUTLET PIPE FOR SHOULDER DRAIN
COG CI
EXIST
RETAIN
15" RCP-III
18" RCP-III
RE
T
AI
NSHH24"CIP
6"CI
P6"CIP(TS)(TS)
(
T
S)
6
" PVC
ABAND
D
D
D
DDSSSD
SD
D SD
D
SD
SS
D
SS-136
SS-137
SS-138
SS-139
SS-144
SS-145
SS-146
PL
PL
PL
PL
SS-133 DSTS
WRS
STSWR
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
PREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
NAD 83
MATCHLINE -G3- STA 70+00 (SEE SHEET UC9)CROSS PIPE PROFILES
SEE SHEET C17 FOR
INFORMATION
C7 FOR ADDITIONAL
SEE SHEET INT5 AND
UC8
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-8.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
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STEEL CASING
PROPOSED 10 LF 12"
LONG BODY SLEEVE
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6" WATERLINE WITH
CONNECT TO EXISTING
LONG BODY SLEEVE
RESTRAINED 6" MJ DI
6" WATERLINE WITH
CONNECT TO EXISTING
PROPOSED GREENWAY
PROPOSED GREENWAY
OF 28 LF 6" PC350 RJ DI WATERLINE
PROPOSED REPLACE-IN-PLACE
0100000102020202TYP
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RETAIN
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST 18" RCP
EXISTING 18" PIPE
CI (STD. NO. 402) INTO
TIE PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
COG CI
RETAIN EXIST
CI (STD. NO. 402)
PROPOSED COG
(STD. NO. 402)
PROPOSED COG CI
ABANDON
(STD. NO. 402)
COG CI
PROPOSED402)
(STD. NO.
COG CI
PROPOSED
COG MH
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TIE INTO
RETAIN EXIST COG DI
6 SY GFD
3 TONS
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OUTLET PROTECTION
GRADE TO DRAIN
GRATE 434)
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PROPOSED COG
18" RCP-III
18" RCP-III
(STD. NO. 402)
EXIST COG CI
EXIST CI WITH
REMOVE AND REPLACE
15" RCP-III
18" RCP-III
OEP
COG CI
ADJUST EXIST
(STD. NO. 435 GRATE 434)
PROPOSED COG DI
WATER VALVE
ADJUST
(STD. NO. 402)
EXIST CI WITH EXIST COG CI
REMOVE AND REPLACE
CI (STD. NO. 402)
PROPOSED COG
TO DRAIN TO CI
ENSURE CURB
18" RCP-III
18" RCP-III
18" RCP-
III
18" RCP-III
18" RCP-III
RCP-IV
15"
15" RCP-III
REMOVE AND REPLACE 18" RCP-III
ENSURE CURB TO DRAIN AWAY
18" RCP-III
COG CI W/ MH (STD. NO. 402)
REMOVE AND REPLACE
RR
COG
RR
COG
COG
RR
RR
MH-124
MH-123
CI-139
CI-140
CI-141
CI-142
CI-143
CI-144
CI-145
CI-146
MH-122
YI-102

24"RCP
54"RCP
54"RCP54"RCP18" RCP24" RCP
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18" RCP
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15" RCP10" VCP12" CIP24" RCP60" RCP
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12" CIP
12" VCP
12" V
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10" VCP15" RCP
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R/WEXIST R/WCITY OF GREENSBORO
0056
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BATTLEGROUND BENJAMIN PKWYDB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
CREEKNORTH BUFFALO (APPROX)EXIST R/WSS EASEMENTTH#37
TH#31
TH#36
TH#32
TH#33
TH#34
TH#35
SSD
D
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D
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SS-148
SS-149
SS-150
PL
300001744.52gps2 300003744.57gps2 2nd shotPREPARED IN THE OFFICE OF:
C 2018
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102 SSSSSW
W
W
W
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GTS 20"
20"CIP36"PCCP36"PCCP20"CIP 36"PCCP(TS)
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PNAD 83
MATCHLINE -G3- STA 70+00 (SEE SHEET UC8)CROSS PIPE PROFILES
SEE SHEET C17 FOR
MATCHLINE -G3- STA 78+25INFORMATION
C8 FOR ADDITIONAL
SEE SHEET INT6 AND
UC9
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2018K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Utilities\UC\PlanSheets\DGP4_UC-9.dgnDETAILED
$date$A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
P-05645-04/P-05644A-04
NLH
NLH
ZGP
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTUC9
"K"NAT
HA
NIEL L. HARV EYLIN
NAL
A
O
ESSI
SEAL
ORT
PROF
H CAR
ON
R
GINE
045249E
NE
ADJUST MANHOLE
ADJUST MANHOLE
ADJUST MANHOLE PKWYBENJAMINBATTLEGROUND AVE
SM
ITH
ST
PROPOSED GREENWAY
ADJUST MANHOLE
ADJUST MANHOLE