20150065 Ver 1_Site Plan_20150115

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The Construction Contractor responsible for the extension of water,
sewer, and /or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at (919) 996 -4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and
require reinstallation of any water or sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion
from future work in the City of Raleigh.
Sewer Collection Z Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
Water Distribution ,/ Extension System
The City of Raleigh consents to the connection and extension of the
City's public water system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City s Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
li'Ll M ■a
PUBLIC IMPROVEMENT QUANTITIES
ITEM
UNIT
QTY
PUBLIC SEWER
LF
2,143
PUBLIC WATER
LF
1,075
0
NO. I DATE I DESCRIPTION
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley —Horn
and Associates, Inc. shall be without liability to Kimley —Horn
and Associates, Inc.
Copyright Kimley —Horn and Associates, Inc., 2014
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ABBREVIATIONS INDEX TO SHEETS PROJECT NOTES:
ABC AGGREGATE BASE COURSE FOC FACE OF CURB RCP REINFORCED CONCRETE PIPE SHEET E L
AC ASBESTOS CEMENT FPS FEET PER SECOND REQD REQUIRED N0, DESCRIPTION 1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL EROSION CONTROL STANDARDS.
ADDL ADDITIONAL FT FEET ROW RIGHT OF WAY NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS 33. EXISTING VEGETATION OUTSIDE OF THE LIMITS OF DISTURBANCE AND CLEARING LIMITS TO
ALT ALTERNATE RR RAILROAD EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE REMAIN SHALL BE PROTECTED FROM DAMAGE.
APPROX APPROXIMATE 1 COVER PRECONSTRUCTION CONFERENCE.
ASPH ASPHALT G NATURAL 3AS 34. ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND OBTAINED
ATTN ATTENTION GAL GALLON S SOUTH 2 IC',IDEX, GENERAL NOTES AND ABBREVIATIONS 2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF THE EASEMENTS. REFER TO DETAIL 0222110 FOR TRENCH WIDTH REQUIREMENTS.
AVG AVERAGE GALV GALVANIZED SAN SANITARY OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE
GOVT GOVERNMENT SCHED SCHEDULE UNACCEPTABLE. 35. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION
GOD GALLONS PER DAY SI INTERNATIONAL SYSTEM OF UNITS 3 OVERALL PLAN CONTROL MEASURES INSTALLED PER THE NORTH CAROLINA SEDIMENT AND EROSION
3. ALL CONSTRUCTION SHALL CONFORM TO NCDENR REGULATIONS, AND TO CURRENT CITY OF CONTROL HANDBOOK.
BFP BACKFLOW PREVENTER GPH GALLONS PER HOUR SLV SLEEVE
BLDG BUILDING GPM GALLONS PER MINUTE SPEC SPECIFICATION RALEIGH PUBLIC UTILITY DEPARTMENT AND TOWN OF GARNER REGULATIONS, STANDARDS,
BM BENCHMARK SQ SQUARE 4 PROJECT AREA #1 BUCK BRANCH DR (W1) AND SPECIFICATIONS. 36. LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH TOWN OF GARNER
REQUIREMENTS.
BO BLOWOFF SS SANITARY SEWER 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF RALEIGH PUBLIC UTILITIES
HDPE HIGH DENSITY POLYETHYLENE SST STAINLESS STEEL 5 PROJECT AREA #1 ROYAL OAK DR (W2) DEPARTMENT. 37. TRENCHES SHALL BE CLOSED AT THE END OF THE WORK DAY.
HH HAND HOLE STA STATION 5. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER 38. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH
C &G CURB AND GUTTER HORIZ HORIZONTAL STD STANDARD 6 PROJECT AREA #2 FOXWOOD DR OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE. WEEK. TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL
o CAP CAPACITY HP HORSEPOWER SURV SURVEY PAVEMENT PATCH IS PROVIDED.
ui
CB CATCH BASIN HYD HYDRANT SW SIDEWALK 7 PROJECT AREA #3 DUPREE ST ( -SS -) 6. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE
o CCW COUNTERCLOCKWISE SYM SYMBOL PLANE COORDINATE SYSTEM (NAD 83). 39. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE
CEM CEMENT HYDRANTS SHALL BE MAINTAINED AT ALL TIMES. NO TEMPORARY STONE WILL ALLOWED IN
wCI CAST IRON INV INVERT 8 PROJECT AREA #3 DUPREE ST ( -S4 -) 7. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY PROJECT AREA #2. INSTALL PLATES, A TEMPORARY SKIN PATCH, OR ANOTHER APPROVED
Cr CI CURB INLET IP IRON PIPE TBM TEMPORARY BENCHMARK EOXISTHNGCUNDERGROUNDOUTILITESI PRIOR TOZCONSTRUCTONTANDL ONTAKOECWHATEVERALL OCCUR( WITHIN 021TDAYS OF INITIAL PROJECT RO ECTFA AREA #21DISTURBANCE. OJECT AREA #2 SHALL
M CIP CAST IRON PIPE TC TERRA COTTA 9 GRADING PLAN STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS
co CL CENTERLINE LF LINEAR FEET (FOOT) TCP TRAFFIC CONTROL PLAN ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE PLANS; HOWEVER, 40. BYPASS PUMPING PLAN SEALED BY A N.C. PROFESSIONAL ENGINEER MUST BE SUBMITTED
o CL CLASS LL LOWER LEVEL TD TRENCH DRAIN THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER TO THE CITY OF RALEIGH PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO
10 STREAM RESTORATION COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO
CO CLEANOUT LN LANE TDH TOTAL DYNAMIC HEAD AND THE OWNER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN
Q
CONC CONCRETE LP LIGHT POLE TEMP TEMPORARY OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE ALL HANDLE A PEAK FLOW OF 500 GPM. THE CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS
,.
W COORD COORDINATE LS LUMP SUIT
TP TELEPHONE POLE 11 STREAM DETAILS UTILITIES LOCATED BY "NC 811" 1 -800- 632 -4949. THE CONTRACTOR SHALL CONTACT MUST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATIONS BY
ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NC 811' FOR EXACT
o CTR CENTER TV TELEVISION QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. 100%
z LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE
CTRL CONTROL TYP TYPICAL 12 WATERLINE STANDARD DETAILS RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND / OR REPLACE ANY AND ALL DAMAGE REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. BACK UP PUMPS SHALL BE
CU FT CUBIC FEET MATL MATERIAL CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON FAILURE OF
CU IN CUBIC INCH MAX MAXIMUM MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S PRIMARY PUMPS.
Li CU YD CUBIC YARD MGD MILLION G -ALLONS PER DAY UGND UNDERGROUND 13 !�'�IATERLINE STANDARD DETAILS EXPENSE. 41. A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE DEPOSITED ON IMPERVIOUS
Li
CW CLOCKWISE MH MANHOLE UTIL UTILITY 8. BURIED TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO SURFACES PRIOR TO THE DEPOSITION OF EXCAVATED MATERIAL TO FACILITATE CLEAN UP.
MIN MINIMUM 14 WATERLINE STANDARD DETAILS VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH THE STREET SHOULD BE SWEPT DAILY TO REMOVE DIRT.
w MSL MEAN SEA, LEVEL CONFLICTING TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE
° DAT DATUM VAR VARIES PROPOSED WATER AND SEWER. UTILITY COORDINATION SHALL BE INCLUDED IN THE 42. ALL DEWATERING DISHARGE SHALL BE FILTERED THROUGH SILT BAGS AND /OR OTHER
Z DBL DOUBLE N NORTH VFD VARIABLE FREQUENCY DRIVE 15 WATERLINE STANDARD DETAILS PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO APPROVED EROSION CONTROL MEASURES.
N DC DIRECT CURRENT NA NOT APPLICABLE VOL VOLUME ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATION. THE
DEG DEGREE NA NATIONAL FIRE CODE 16 SEWER STANDARD DETAILS CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION. 43. THIS PROJECT AREA IS NOT LOCATED IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE
CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM N0. 3720079500J, DATED MAY 2,
DEPT DEPARTMENT NO NUMBER
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD 2006 AND FIRM NO. 3720078500J, DATED MAY 2, 2006.
DET DETAIL NTS NOT TO SALE W WEST 17 SEWER STANDARD DETAILS CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE
DI DROP INLET W/ WITH CONTRACT DOCUMENTS. STANDARD UTILITY NOTES:
DIA DIAMETER W/0 WITHOUT 1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF
o DIP DUCTILE IRON PIPE PCF POUNDS FER CUBIC FOOT WL WATERLINE 1 H �r'IISCELLANEOUS STANDARD DETAILS 10 ANY ADDITIONAL SUPPORT RESPONSIBLE TI IT UTILITY S
SUPPORT OF EXNG UTILITY POLESIOROTHERITEMS AS REQUIRED FOR RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK,
Q DIST DISTANCE PERM PERMANEl)J WM WATER METER )
i DR DRIVE PKWY PARKWAY WT WEIGHT 19 DARNER STANDARD DETAILS TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR. CURRENT EDITICIS
> PL PROPERTY LINE WW WASTE WATER 11. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE 2. UTILITY SEPARATION REQUIREMENTS:
o OLF POUNDS DER LINEAR FOOT ROADWAYS AND THE CITY OF RALEIGH ALONG CITY STREETS. A. DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE
20 �TORMWATER STANDARD DETAILS OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A
co E EAST POLY POLYETHY_ENE (PLASTIC) `� SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE
EA EACH PPM PARTS PER MILLION YI YARD INLET 12. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
o EFF EFFICIENCY PROP PROPERTY 21 iIUTCD STANDARD TRAFFIC CONTROL DETAILS SEWER ALIGNMENT. WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS
6 ESMT EASEMENT PRV PRESSURE RELIEF VALVE 13. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 3 FEET UNLESS DUCTILE IRON PIPE THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
o EXIST EXISTING PSI POUNDS PER SQUARE INCH IS USED AND LESS COVER IS SPECIFICALLY APPROVED BY THE ENGINEER. B. WHEN INSTALLING WATER & /OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
EXT EXTERIOR CONSTRUCTION SCHEDUL UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
14. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH
QA QUALITY ASSURANCE EXCAVATION LIMITS" AS SHOWN ON THE DRAWINGS. WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE
1. .'CONTACT NCDENR LAND QUATLITY SECTION AT (919) 791 -4200 BEFORE WORK BEGINS. FAILURE SEWER & MUST 'BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES
O FDC FIRE DEPARTMENT CONNECTION QC QUALITY CONTROL TO DO SO WILL RESULT IN A NOTICE OF WORK VIOLATION AND POSSIBLE FINES. ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
FH FIRE HYDRANT 15. OWNERS WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST.
`� QTY QUANTITY C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
0 FLG FLANGE
� 2. OBTAIN ALL CONSTRUCTION PERMITS. 16. ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT EDGE. SEWER PASSES OVER A WATERMAIN, .DIP MATERIALS OR STEEL ENCASEMENT EXTENDED
0 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
3. NSTALL TEMPORARY CONSTRUCTION ENTRANCES WHERE INDICATED. 17. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST SPECIFICATIONS.
EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER &
4 INSTALL EROSION CONTROL MEASURES IN RIGHT -OF -WAY AND EASEMENT AREAS WHERE TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING. STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
i NDICATED ON PLANS.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
Q 18. THE CONTRACTOR SHALL REMOVE ALL EXISTING FENCE WITHIN THE CITY EASEMENT AS CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
j 5. CLEAR AND GRUB AREA WHERE INDICATED. CARE SHALL BE TAKEN WHERE CONSTRUCTION REQUIRED FOR PIPE INSTALLATION. STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
ACTIVITIES ARE ADJACENT TO BUFFERED STREAMS. SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER
19. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE CORPUD DETAILS W -41 & S -49),.
6. XCAVATE AND INSTALL PROPOSED UTILITIES. INSTALLATION OF THE UTILITY, ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER &SEWER FACILITIES WITH
EASEMENT WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM.
CITY OF RA
LEIGH 7. ,':INSTALL DITCH LININGS WHERE INDICATED ON PLANS UPON COMPLETION OF UTILITY INSTALLATION. SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES. 18 ,> MIN. VERTICAL SEPARATION REQUIRED.
u
8. PERFORM FINAL GRADING OF ALL DISTURBED AREAS. 20. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT REVIEW &APPROVAL OF AN AMENDED
OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO
All Construction must be in accordance with all Local, PLAN &
DIAMETER AND SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN &/
OR and Federal Rules and Regulations. g_ ;STABILIZE AND SEED ALL DENUDED AREAS ACCORDING TO THE SPECIFICATIONS. THE SOIL AND STONE. CONSTRUCTION.
o TRANSPORTATION SERVICES
PUBLIC UTILITIES 10. '!r-ROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT BUT NO LESS 21. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
REQUENTLY THAT ONCE EVERY WEEK. NEEDED REPAIRS WILL BE PERFORMED IMMEDIATELY. INCONVENIENCE TO THE OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
o SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 72 HOUR ADVANCE NOTICE TO THE
STORMWATER CONTROL AND ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
11. (REMOVE EROSION CONTROL MEASURES. MEASURES SHALL NOT BE REMOVED UNTIL THE ENTIRE SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE
co PLANNING SITE HAS BEEN REESTABLISHED. PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY
OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. 5. 3.0 MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0'
>, FIRE
CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MINIMUM COVER IS REQUIRED ON ALL REUSE S.
6 URBAN FORESTRY "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" BY THE NCDOT. 6. INSTALL WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT.
22. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
U' WORK, WORK, SUCH AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE 7. INSTALL 4" PVC SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
Z
o CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
DISPOSAL SITE.
Q 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
Li MATERIALS S YM B 0 L S SECTION AND DETAIL KEYING LINE TYPES 23. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE THE ALIGNMENT BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.
M RESTORED TO ITS ORIGINAL CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED TO
Q %\�/ GRADE OR EARTH W EXIST. WATER LINE PROPOSED PIPE DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: PROPOSED ITEMS CORPUD PRIOR TO WORK. 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
\ \\ NCDWQ, USACE & /OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND & /OR FLOODPLAIN
Q(A) A SECTION CUT ON '-SHEET 3 IS IDENTIFIED AS FOLLOWS: 24. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES. IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
W SAND SS EXIST. SANITARY SEWER SANITARY SEWER MANHOLE EXISTING ITEMS
TEMPORARY SECTION LETTER 25. WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS 10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
_ NECESSARY AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL
EXIST. STORM DRAIN -NEW VALVE CONSTRUCTION A PROPERTY /R /W LINE CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT (INCLUDING MAID EXTENSIONS &SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR
z ENTRANCE SHEET WHERE SECTION IS SHOWN TO CONSTRUCTION.
GRAVEL /RIP RAP 6 ENCROACHMENT.
Q STORM DRAINAGE STRUCTURE EASEMENT LINE 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION
E EXIST. ELECTRICAL B THE SECTION SHOWN ON SHEET 6 IS IDENTIFIED AS FOLLOWS: _ _ - - - _ _ _ _ 26 SHALL USED BY THE CIONTRACTORKEOUT SURVEY. ANY EXISTING STAKE OUT SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR
Li CONCRETE REDUCER (� HIDDEN ITEMS TO ISSUANCE 0'. A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 996 -2334 OR
T EXIST. TELEPHONE SECTION LETTER 27. CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION TIMOTHY. BEASLEY ®RALEIGHNC.GOV FOR MORE INFORMATION.
CONC. FILL OR GROUT CENTER LINE THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
x :; ?4.; ; BLOWOFF ASSEMBLY A 12. CROSS - CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF
Li G EXIST. GAS SHEET FROM WHERE SECTION WAS TAKEN 28. CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS, HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC
z PAVEMENT 3 MATCH LINE HEADWALL, ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY. CONFLICTING WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.
BACKFLOW PREVENTER THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
N GRATING REPLACEMENT TREES WITHIN THE RIGHT OF WAY SHALL BE REMOVED AND NOT REPLANTED.
po-t�; FH EXIST FIRE HYDRANT �� EXIST GROUND PROFILE STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE
o vvvvv PROPOSED FIRE HYDRANT 29. CONTRACTOR SHALL CORE DRILL ALL EXISTING MANHOLES FOR CONNECTION OF PROPOSED DEVICES SHALL 3E INSTALLED AND TESTED (80TH INITIAL AND PERIODIC TESTING
> �"�`"w CHECKERED PLATE `�� SEWERS. THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE
y EXIST SAN SEWER MH CREEK / DITCH LOCAL CROSS - CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT
o PROPOSED WATER METER STANDARD DETAILS ARE :REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER 30. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO JOANIE HARTLE`, AT (919) 996 -5923 OR [e-mail] FOR MORE
> I=.1 ROCK -�Q -- EXIST. VALVE AND ARE SHOWN ON THE DRAWINGS BY ONE OF TWO METHODS: EXIST EDGE OF PAV'MT NORTH CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS AND AS DIRECTED BY THE INFORMATION.
o SS TYPICAL PLUG AND REMOVAL ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED.
STONE FILTER REFERENCED ITE� SILT FENCE AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION
2000003
- -- - - -- - -- EXIST. FENCE CONTROL DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION
0 WATER SURFACE SS TYPICAL IN -LINE PLUG IS NO LONGER EVIDENT. REMOVAL OF THE REMAINDER OF THE EROSION CONTROL DEVICES
U- SHAPED INLET OR: / / /TPF COMBINATION SILT FENCE/ SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE EROSION CONTROL
EXIST. WATER METER PROTECTION - TREE PROTECTION FENCE DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
>, WM B01 SOIL BORING /AUGER PROBE SEE 2000003 °-CFERENCED ITE�
® ASPHALT LOD/TPF LIMITS OF DISTURBANCE/
PP 0 EXIST POWER POLE TREE PROTECTION FENCE 31. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
SR SEISMIC LINE STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
(A I I...L. 1-- 1 BRICK THE BACK OF THE DRAW'IINGS. - LOD LIMITS OF DISTURBANCE 32. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE
CO 0 EXIST. SS CLEANOUT PROPOSED PIPE BURSTING SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND
KHA PROJECT(
011063074 , , SHEET NUMBER
o DATE o�� CARpIi �N CARp��
0
Z 12- 12- 201,.4 it �Q��FESS /Op�9 ���pFESS /py I N ru" E X (3i E IN E R A L N`N T E %e J% A N ["J"'
SCALE N! /A PREPARED FOR C__ SEAL SEAL
© 2014 KIMLEY -HORN AND ASSOCIATES, INC. 030001 Q_- 037953 F
M No. REVISIONS DATe BY 3001 WESTON PARKWAY, CARY, NC 27636 DESIGNED BY f1!DR UTILITIES �FNGINE�� �O FNGIN�.�-
a This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: 919 - 677 -2000 FAX: 919 - 677 -2050 DRAWN BY JGB ,q OF Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this docur.ent without R D.
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—CONSTRUCTION
ACCESS #1
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NOW OR FORMERLY
SCHRADER FAMILY LIMITED PARTNERSHIP
DB 12147, PG 2121
PIN: 1701828915
1200 SPRINGVIEW TRAIL
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PROPOSED 8" GATE VALVE
V '
I
STA 10 +42.99 (W1) j I
N: 713181.4215 I
E: 2109108.8963
PROPOSED 8" 45° BEND
STA 10 +30.66 (W1)
N: 713170.0434 I
E: 2109104.1494
PROPOSED 8" 45° BEND
STA 10 +11.05 (W1)
N: 713151.9022
E: 2109111.6098
PROPOSED 8 "X6" REDUCER
STA 10 +05.52 (W1)
N: 713146.8049
E: 2109109.4832 J
CONNECT TO EXISTING
6" GATE VALVE
STA 10 +00 (W1)
N: 713141.7075
E: 2109107.3566
WV= 309.43
TON= 306.18
PAVEMENT REPLACEMENT _
SEE DETAIL 3.02
RESURFACE
MILL AND PER NOTE 1
EXISTING SSMH -1 �WV_ 309.45
STA 10 +36.27 (W1) TON= 306.10
I OFFSET 8.17 RT
RIM = 309.74 TOP = 310.24
IN IN= 303.84 (NE) INV IN= 306.54
INV IN= 303.89 (E) INV OUT= 306.24
INV OUT= 303.64 (W) _
NOW OR FORMERLY
EUGENE RAY SPENCE
MARY W. SPENCE
DB 5071, PG 7
PIN: 1701931075
517 FOREST RIDGE DRIVE
PROPOSED 8" GATE VALVE
STA 10 +47.99 (W1)
OFFSET 5.00 RT
N: 713184.1109
I E: 2109115.4360
I CONNECT TO EXISTI WC
W/ 8" N MJ ,4Z0 SLEEVE
T9 10 +42.99 (W1)
OFFSET 28.26 RT
N: 713170.5413
E: 2109134.9757
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T No. REVISIONS DATE BY
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0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Ifor the specific purpose and client for which it was prepared. Reuse of and improper reliance on) this document without
written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and
Associates, Inc.
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a.: ;.:?..... ...::.`: <.:..::: r>. i' :r. ?:-..:.:.:;: -- `:=:=::.: _:.:R?:: { % -=
® o,
/O B ABANDON 441 LF 6" WL
IN PLACE AND FILL WITH GAS LINE LOCAIQN
c T = 309.70 SCA ED FROM DOCUMEN
FLOWABLE FILL
S ` I
emu, nd INV T= 307.00 I PROVIDED BY PSNC
/ TWoN 307.49 PROPO ED 8" 45° BEAD = I '�
STA 10 +47.99 (W1) NOW OR FORMERLY SSMH
OFFSET. 19.26 RT GLORIA M. BEST TOP= 315.83
DB 12474, PG 114 INV IN= 309.23
1 N: 713,178.6211 PIN: 1701932362 INV OUT= 308.73 -
�? N� , E: 210:9128.5947 603 BUCK BRANCH ROAD NOW OR FORMERLY
NOW OR FORMERLY IHp PROPERTY NORTH CAROLINA, LP
C �N DENNIS BUCZIEK I e DB 15377, PG 114
Uv JACLAN BUCZEK BM 1970, PG 99 \
1 �� DB 14209, PG '814 I I PIN: 1701933401 \
PIN: 1701932211 511 ROYAL OAK DRIVE
�' 512 FOREST RIDGE DRIVE \
C) PROPOSED PROTECTION,
PROPOSED 8 45° BEND
STA 10+42.9G (W1) TYP. -
�� OFFSET 24.26 RT
N: 713172.081 * I
E: 21091 11"541
\ SSMH ° l
TOP =315.7
® INV IN= 309.3 PLAN
INV OUT = 308.3 1"=40'
PROPOSED 8" TEE I
STA 14 +11.13 (W1) NOTES:
0 +00 3 1. FOLLOWING PIPELINE INSTALLATION AND
STA 1 (W2) REPLACEMENT, MILL TO 1.5" DEPTH FROM
N: 70+00
E: 210921.179 1 CURB TO CURB AND RESURFACE WITH 1.5"
ASPHALT CONCRETE SURFACE COURSE
PROPOSED 8" GATE VALE (NCDOT TYPE S9.5B).
STA 14 +16.13 (W1)
N: 713525.7940
E: 2109252.5662
PROPOSED 8" 45° BEND
STA 14 +22.37 (W1)
I N: 713531.5497
E: 2109254.9675 I
PROPOSED 8" 45° BEND I
STA 14 +45.37 (W1)
N: 713540.3002
E: 2109276.2459 I
PROPOSED 8 "X6" REDUC R
STA 14 +49.52 (W1) I
I N: 713544.1266
E: 2109277.8422 I SSMH
= 08.53 CONNECT TO EXISTING 6 WL TOP= 314.21
» INV OUT= 308.51
' W/ 6 MJ DI SOLID SLEE E
STA 14 +53.67 W - -
- N: 713547.9529
E: 2109279.4385
r
BUCK BRANCH DRIVE
(50' PUBLIC R /W)
TON= 311.16
PROPOSED SSMH -2
:..::Ii INV OUT= 309.80 STA 14 +26.12 (W1)
INV IN= 309.40 OFFSET 8.33 RT I I
V OUT= 309.38 RIM= 313.00
�I INV IN= 307.20 (E)
=..'` INV IN= 307.69 (N)
INV OUT= 307.00(S)
NOW OR FORMERLY
MAGALENE L. HINES
DB 14571, PG 703
BM 1970, PG 99 I
\\ PIN: 1701933587
508 ROYAL OAK DRIVE I I
SEE SHEET 5 FOR
I
ROYAL OAK DR PLANS
GRAPHIC SCALE IN FEET
0 20 40 80
�yl
NOW OR FORMERLY
.
. .
ROBERT G. MATTHEWS, TRUSTEE
. . . .
. . . .
. . . .
. . . .
DB 13898, PG 1122
. . . .
. . . .
. . . .
. . . .
BM 1970, PG 99
I
II
PIN: 1701930389
602 BUCK BRANCH DRIVE
I�
PROPOSED 8" TEE �9�0 /�
PROPOSED 8" GATE VALVE I
i
STA 10 +47.99 (W1 J \ G� � �
STA 14 +06.13 W1
( )
II I
N: 713186.0360 \ �
N: 713516.5650
n V
E: 2109110.8214
E: 2109248.7159
II '0
NOW OR FORMERLY \� �9S'� \ A", NOW OR FORMERLY
'�i� v
SCH
II I
ADER FAMILY LIMITED PARTNERSHIP / I
DB 12147, PG 2121 2�'\
REYNR R. MENDEZ
DB 9067, PG 2189
/
II N
PIN: 1701930228 x BM 1970, PG 99
PROPOSED 444 LFy PIN: 1701931419
=
600 FOREST RIDGE DRIVE
8" 350 DI WL >
320
I I
IPC
_ _600 BUCK BRANCH DRIVE
7
110
PROPOSED 8" GATE VALVE x/ -mac
\
x
�V
I
1 -STORY
STA 10 +52.99 (W1) BRICK &FRAME \/
1 -STORY
BRICK &FRAME
I I
oC;�
N: 713190.6505 DWELLING \
��' DWELLING
I
\
E: 2109112.7466 \
I
�, \\
I
ABAI`�NDON EXI ITNG WATER \ I r
-
� I
j
SSMH SERVICE IN PUCE AND INSTALL - � %
"TYPE "K "iJ\
� SSMH
\ TOP = 312.33
TOP= 9.74 PROPOSED 3/
w
INV IN(E)= 306.58
PROPOSED
INV 1 303.89 COPPER WATE SERVICE, TYP.
/
I iI
INV T= 303.64
INV IN(N)= 307.33
INV OUT= 305.28
+
E
nnlJG1= ._._ ._�i�1�r. t -•�- �� 13 - T= - tlfe
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® o,
/O B ABANDON 441 LF 6" WL
IN PLACE AND FILL WITH GAS LINE LOCAIQN
c T = 309.70 SCA ED FROM DOCUMEN
FLOWABLE FILL
S ` I
emu, nd INV T= 307.00 I PROVIDED BY PSNC
/ TWoN 307.49 PROPO ED 8" 45° BEAD = I '�
STA 10 +47.99 (W1) NOW OR FORMERLY SSMH
OFFSET. 19.26 RT GLORIA M. BEST TOP= 315.83
DB 12474, PG 114 INV IN= 309.23
1 N: 713,178.6211 PIN: 1701932362 INV OUT= 308.73 -
�? N� , E: 210:9128.5947 603 BUCK BRANCH ROAD NOW OR FORMERLY
NOW OR FORMERLY IHp PROPERTY NORTH CAROLINA, LP
C �N DENNIS BUCZIEK I e DB 15377, PG 114
Uv JACLAN BUCZEK BM 1970, PG 99 \
1 �� DB 14209, PG '814 I I PIN: 1701933401 \
PIN: 1701932211 511 ROYAL OAK DRIVE
�' 512 FOREST RIDGE DRIVE \
C) PROPOSED PROTECTION,
PROPOSED 8 45° BEND
STA 10+42.9G (W1) TYP. -
�� OFFSET 24.26 RT
N: 713172.081 * I
E: 21091 11"541
\ SSMH ° l
TOP =315.7
® INV IN= 309.3 PLAN
INV OUT = 308.3 1"=40'
PROPOSED 8" TEE I
STA 14 +11.13 (W1) NOTES:
0 +00 3 1. FOLLOWING PIPELINE INSTALLATION AND
STA 1 (W2) REPLACEMENT, MILL TO 1.5" DEPTH FROM
N: 70+00
E: 210921.179 1 CURB TO CURB AND RESURFACE WITH 1.5"
ASPHALT CONCRETE SURFACE COURSE
PROPOSED 8" GATE VALE (NCDOT TYPE S9.5B).
STA 14 +16.13 (W1)
N: 713525.7940
E: 2109252.5662
PROPOSED 8" 45° BEND
STA 14 +22.37 (W1)
I N: 713531.5497
E: 2109254.9675 I
PROPOSED 8" 45° BEND I
STA 14 +45.37 (W1)
N: 713540.3002
E: 2109276.2459 I
PROPOSED 8 "X6" REDUC R
STA 14 +49.52 (W1) I
I N: 713544.1266
E: 2109277.8422 I SSMH
= 08.53 CONNECT TO EXISTING 6 WL TOP= 314.21
» INV OUT= 308.51
' W/ 6 MJ DI SOLID SLEE E
STA 14 +53.67 W - -
- N: 713547.9529
E: 2109279.4385
r
BUCK BRANCH DRIVE
(50' PUBLIC R /W)
TON= 311.16
PROPOSED SSMH -2
:..::Ii INV OUT= 309.80 STA 14 +26.12 (W1)
INV IN= 309.40 OFFSET 8.33 RT I I
V OUT= 309.38 RIM= 313.00
�I INV IN= 307.20 (E)
=..'` INV IN= 307.69 (N)
INV OUT= 307.00(S)
NOW OR FORMERLY
MAGALENE L. HINES
DB 14571, PG 703
BM 1970, PG 99 I
\\ PIN: 1701933587
508 ROYAL OAK DRIVE I I
SEE SHEET 5 FOR
I
ROYAL OAK DR PLANS
GRAPHIC SCALE IN FEET
0 20 40 80
�yl
9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00
13 +50 14 +00 14 +50 15 +00
.
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
W
v
320
.-
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=
320
=
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NNE
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M
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PROPOSED
8" 45° BEND
o
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0
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+
0i M M
STA
14 +22.37 (W1)
cn
d+-
I 11 � -
OWMZ
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,-WPM
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V
Z
>
PROPOSED
" GATE .VALVE
.0
�.
>.
315
w
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ry Z Z Z
STA
14 +16.13 (W1)
a
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Z z Z
315
EXISTING GRADE
ALONG
PROPOSED ' WL
. . .
PR
POSED 8" TEE-
. . . .
. . .
. . .
. . . . S
A 10 +00. (W2)
PROPOSED 8"
-
- - -
. . . .
. . .
.
. . . .
. . .
PC 350' DI ' WL
_ _
PROPOSED
8" .TEE
PROPOSED
8" GATE VALVE
310
STA 10 +47
99 (W1)
-
.�
ST
14 +06.13 (W1)
310
-�-
` ---- -®
3 MIN.
COVER
-
PROPOSED 8" 45*
BEND
" VALVE
TYP.
--------
12" MIN.
_
STA 10 +30
66 . (W1) (I.
STA :10 +52
99v (W1)
305
382
86 LF a 0:83
8» DI
6"
IN.
305
. .
PROPOSED. 8"
45° BEND
U-
PROPOSED 8"
GATE. VALVE
. . .
PIP
. . . S
LINE CROSSING
E DETAIL - S -49
. . .
STA 14+,1-5.37
(W1)
STA 10 +42.9
(W1)
. . . .
. . . EXISTING
8" RCP -SS
. . . PROPOSED-
8 "X6'
REDUCER
PROPOSED
8" 45 °" BEND.
. .
. . .
. . . (TO BE
ABANDONED)
. . . .
STA 14+
9.52 (W1)
300
STA
0 +11.05 (W1)
300
'--PROPOSED
8 "X6" RE
UCER
CONNECT T
EXISTING
STA
0 +05.52 " (W1)
'6" 'WL - W
6" MJ DI
" - �
�1-
-
� - - SOLID
SLEEVE -
- -
NOTE:
CONNECT
"
TO EXISTIN
PROFILE
STA 14+53.67
(W1)
CORE DRILL 'AN
BOOT 6 GTE
VALVE
EXISTING -MANN
LE" TO STA
10 +00" (W1)
1 " =40' Fi0F2.
. . . .
. . . .
. . . .
. . . .
. . . .
295
MAKE CONNECT
ON.
1"=4' VER.
295
�
(0
0
N
N
M
0
Oi
p
O
C5
•-
�-
N
9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00
13 +50 14 +00 14 +50 15 +00

I
II
I
II
�I
\� O
� \ O
O
\ PROPOSED 8 TEE O
O STA 14 +11.13 (W1) \
\ STA 10 +00 (W2)
N: 713521.1795
E: 2109250.6411
co
\ O
NOW OR FORMERLY O �'
REYNA R. MENDi =Z
DB 9067, PG 2.1189 ABANDON '
BM 1970, PG S9
3 / PIN: 17019314'9 UTILITY
z} O 600 BUCK BRANCH: DRIVE MANHOLE
/ 1 -STORY
BRICK &FRAME
o / DWELLING
NOW OR FORMERLY �k0
Co I �% RO ERT G. MATTHEWS, TRUS IEE
/ DB 13898,1 PG 1122
BM 1970 PG 99 \ f
% PIN. 170 930389
y
/
v
/ /
/ 602 BUCK
B ANCI DRIVE
M
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fff� �5%ff/�/f /fi'�f�IS�'�i�f� �fi' �-f 7171A
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/1
rn 30 ' UTILITY EASEMENT �
� /• .':
,rte
w
Li
30'
o
n / BR CK& RAME
DWELLING F-
SSMH / O �pp6p
r
TOP= 312.33 / Q
SEE SHEET 4 FOR INV IN(E)= 306.56 / " 7 �'��'�° O IH:
3 N = 307.33 `.'�� Q
INV IN( N)=307.33 - :.' :... ... /
BUCK BRANCH DR
i PLANS INV OUT= 305.28 / ��
NOW OR FORMERLY
a, SCHRADER FAMILY LIMITED PARTNERSHIP
s° DB 12147, PG 2121
C PIN: 1701930228`._) :'y ..`::':::�'.: /t NOW OR FORMERLY
n 600 FOREST RIDGE DRIVE .. / GLORIA M. BEST
Y / DB 12474, PG 114
0 �,_:
/ PIN: 1701932362
6 a ./;;.!: / 603 BUCK BRANCH ROAD
NOTES:
1. FOLLOWING PIPELINE INSTALLATION AND
REPLACEMENT, MILL TO 1.5" DEPTH FROM
CURB TO CURB AND RESURFACE WITH 1.5"
ASPHALT CONCRETE SURFACE COURSE
(NCDOT TYPE S9.5B).
PROPOSED MO -2 I ® 1
STA 14 +26.12 `'if,)
Q OFFSET 8.33 RT _
/ ®J ` RIM = 313.00
INV IN_307.20 (!-) / EXISTING SSMH -6 I 1
INV IN- 307.69 (,w9) I I
I STA 16 +30.75 (W2) 1 ( 1
/ INV OUT= 307.00 (SW) NOW OR FORMERLY I NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY C -ri I OFFSET 6.05 LT
/ NOW OR FORMERLY
to JOYCE HOPPER CHARLOTTE H. PROVOST I MICHAEL McCONNELL FOXWOOD 1701 TRUST O O RIM = 333.08 1 1
MAGALENE L. HINES X
DB 6545, PG 826 DB 8401, PG 16 TRACEY McCONNELL DB 14093, PG 2230
DB 14571, PG 703 BM 1970, PG 99 BM 1970, PG 99 DB 13406, PG 1224 1 BM 1969, PG 264 I C:O INV IN= 326.86 (E) 1
/ 0 BM 1970, PG 99 PIN: 1701934598 PIN: 1701935682 BM 1970, PG 99 PIN: 1701937665 O
PIN: 1701933587 ' I ai INV IN= 327.03 (S)
508 ROYAL OAK DRIVE 506 ROYAL OAK DRIVE 504 ROYAL OAK DRIVE PIN: 1701936663 1701 FOXWOOD DRIVE r ® INV OUT- 326.66 W
502 ROYAL OAK DRIVE 00
OUT=
326.66
8" GATE VALVE ABANDON gXISITNG WATER -
STA 10 +05 (W2) SERVICE IN PLACE AND INSTALL PROPOSED SSMH -4 v I �- 1O' RAINAGE
PROPOS D SSMH -3 » p PROPOSED SSMH -5 �
713519.2543 PROPOSED 13/4 TYPE K ISTA 13 +62.66 (W2) I STA 16 +01.60 W2 TON- 330.01 EASTENT
\� STA 11+ 3.47 (W2) COPPER W ER SERVICE, TYP. OFFSET 10.00 LT ( ) I' I / sSMH NOW OR FORMERL'
E: 2109255.2556 OFFSET 09 LT I �, BRENDA JOYCE McN'EI'L
OFFSET 8.39 LT i r �y /TOP= 333.08 1
ssMH RIM =3=7 )A RIM= 333.00 DB 8277, PG 820 1 I
RIM =319 50 INV IN= 324.50 (E) f���� , ^�"' INV IN(E} =326.86 BM 1969, PG 264
ABANDON UTILITY TOP =3 9.88 INV IN= 326.38 (E) /i INV IN(s) =327.03 PIN: 1701939634
�.. . ' ~' ..... ®® INV IN =11.67 (E) INV TOP; Y9.88 INV OUT= 324.30 (W) -
:4` MANH LE
INV OUT 310.47 (W INV UT= 323.68 INV OUT= 326.32 (W) 11 INV OUT= 326.66 1700 FOXWOOD DRk, %E
I / I SSMH 1
TOP =334 31
•xE;� � - I I I
/
-
- n
- - -
d
INV IN 32/.26
'J
N nu
3:. . Li.
N
i
NV oU T= 327.06
^J
2.
vJ
o�.r`? .
/
PC 350 - DI
WATERLINE.
J o M
to O U1. d
.
m -� M co
.- .M O tD . .
7
V) dam-. rn
/
.34
EXISTING GRADE
ALONG
° oM M
T ITY SEM T
CO
CD °' M
/7
/
V °
TON= 330.34
�'- to II 0
W M Z
335
325
��
_
325
335
,+�,
{
-- - -
`
V)
C4
�
i �-0'
O
o
WZ O
-MII
TON 330.53
/
1
Ss H /
/ �'
�
-ABANDON 645 LF 8"
PAVEMENT REPLACEMENT
PROPOSED 8" 45' BEND
I^�a
�
1
TOP IN=30 3 / ABANDON 939 LF r+ °'
/
PROPOSED 8'° PC 350
WATERLINE IN PLACE
AND SEE DETAIL 3.02
STA 16 +08.97 (W2)
� � �
I
-
�O�z
I
INV IN= 309.23
INV OUT= 308.73
SANITARY SEWER INI
DI WATERLINE
FILL WITH FLOWABLE
FILL MILL AND RESURFACE
N: 713587.6148
1
I NOW OR FORMERLY
HARVEY DENTON
I
ABANDON UTILITY
PLACE AND FILL WI ITH
LLJ
. +0JO� Q (
PER NOTE 1
E: 2109843.5731
C�
I EDNA DENTON
I
MANHOLE
/ FLOWABLE FILL I
I
I I
®
WV= 334.18 DB 10474, 1939
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY I
I
NOW OR FORMERLY
I
BM 1969, PG 264
TON= 331.76
PIN: 1701939545
I
PROPERTY NORTH CAROLINA, LP
SARAH N. WHITLOCK I
PHYLLIS S. MITCHINER
I GOODINGS, LLC
MATTHEW SCHNURBUSCH
DEBBIE P. BUTTRUM
N
1604 FOXWOOD DRIVE
PROPOSED' 8'
DB 15377, PG 114
DB 08 -E -, PG 2284
DB 3298, PG 848
DB 14680, PG 1996
DINA SCHNURBUSCH
DB 1798, PG 0 -E-
I 1
Q > >
.�
EXISTING GR
BM 1970, PG 99
BM 1970, PG 99
BM 1970, PG 99
BM 1970, PG 99
DB 9735, PG 1021
BM 1969, PG 264
�!'"
PIN: 1701933401
PIN: 1701934329
PIN: 1701935411
PIN: 1701936403
BM 1970, PG 99
PIN: 1701937497
320
511 ROYAL OAK DRIVE ,
509 ROYAL OAK DRIVE
507 ROYAL OAK DRIVE
505 ROYAL OAK DRIVE
PIN: 1701936495
1603 FOXWOOD DRIVE
3
330
/
PROPOSED 8
503 ROYAL OAK DRIVE
I.
I
I
CONNECT TO EXISTING
1 n
-�I ET PROTECTION, 1
PROPO
»
ED 8 " TEE -
I I
PROPOSED 8" 45° BEND
I
8" GATE VALVE W/
TYP.
I
I
I
STA 16 +13 (W2)
I
I
8" DI MJ SOLID SLEEVE
I
I
I
N: 713585.5209
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- written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and
0 Associates, Inc.
© 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27636
PHONE: [phone] FAX: 919 - 677 -2050
NC LICENSE #F -0102 WWW.KiMLEY- HORN.COM
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No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
- written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and
0 Associates, Inc.
© 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27636
PHONE: [phone] FAX: 919 - 677 -2050
NC LICENSE #F -0102 WWW.KiMLEY- HORN.COM
16+50 17+00
CAR00[\
�O �pFESS /D„��y
SEAL
037953
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1
1

?3 RY /1 I / \ Z NOTES:
NOW OR FORMERLY NOW OR FORMERLY 1. EROSION CONTROL MEASURES SHALL REMAIN
NOW1 OR FORMERLY WAKE PROPERTY INVESTMENTS, LLC IRENE P. PEACOCK HEIRS I IN PLACE DURING ALL UTILITY INSTALLATIONS.
WAKE PROPI =:RTY INVESTMENTS, LLC DB 11203 PG 1399 DB 1157 00 -E-
/ n DB Ti2322 PG 2081 BM 1986 PG 886 DB 1590 PG 458 ° PAYMENT FOR SUCH DEVICES WILL BE MADE
BW 1986 PG 886 PIN: 1711321871 PIN: 1711329347
PINt: 1711324232 \ 556 VILLAGE COURT 0 DUPREE STREET ONE TIME ONLY.
0 �u- gILLAGE COURT �
2. ALL MANHOLE COVERS IN PROJECT AREA #3
SHALL BE WATERTIGHT PER DETAIL S -26.
ABANDON 11 LF 8 » SS
FEMA ZONE A
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PROPOSED SSMH -08
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TOP= 322.55 EASEMENT / / / !/ / ) \ / INV IN= 317.39 \ PROPOSED SSMH -11
INV IN= 315.60 BM 1986 PG 886 / / PROPOSED SSMH -10 \ STA 14 +26.01 REMOVE EXISTING SSMH � ' ° �-
/ / INV IN= 317.39 STA 12 +54.81 _
\ 212 SF CLASS A ! / i ,K �, INV OUT = 317.19 RIM = 328.08 W V IN3 320.52 t,
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CAP EXISTING SS JAMES CARTER N 190 SF CLASS A NOW OR FORMERLY
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owritten authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability o Kimley -Horn and
a.
Associates, Inc.
© 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27636
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM
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owritten authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability o Kimley -Horn and
a.
Associates, Inc.
© 2014 KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27636
PHONE: [phone] FAX: [phone]
NC LICENSE #F -0102 WWW.KIMLEY- HORN.COM

NOTES:
1. ON DISTURBED SLOPES 3:1 AND STEEPER,
CONTRACTOR SHALL PLACE COIR FIBER
\ Ilk z MATTING PER DETAIL 3/10 ON SHEET 11 AND
\ //I ///
/ / /� / // � // / INSTALL LIVE STAKING PER DETAIL 4/10 ON
If SHEET 11.
J// NOW OR FORMERLY / NOW OR FORMERLY
NOW OR FORMERLY WAKE PROPERTY INVESTMENTS, LLC / IRENE P. PEACOCK HEIRS i
WAKE PROPERTY INVESTMENTS, LLC \ DB 11203 PG 1399 DB 1157 00 -E-
\ DB 12322 PG 2081 BM 1986 PG 886 DB 1590 PG 458 1
BM 1986 PG 886 PIN: 1711321871 PIN: 1711329347
PIN: 1711324232 556 VILLAGE COURT 0 DUPREE STREET
0 VILLAGE COURT � Ile
/ / 1
E A
v
a
20 SANITARY SEINER
EASEMENT I /
BM 1986 PG 886 / , o :
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PROPOSED 2:1 SLOPE E 2 ZONE
v 20' STORM DRAIN , ' \° \ g E
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\ BM 1986 PG 886 \� / / \ \ \ TOP= 330.54 70HE
- \\ 2 INV INS = 323.19 zO+E
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INV OUT =32Z 0 E1\\� .. / / 4 1 \�I��1 \I1
\ \ �s i 2� \ \_° y \ _ 65 CONSERVATION BUFFER E ZOPb
'�fM- 1986 PG 886 ZONE 1 i
TRANSI ION FROM'-2:1 TO 3:1 5 OPE zoNE � � � � \ / �
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SS S M � C/ D S
ONE 2 ZONE LOD 7
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zoruE
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/ ZONE ___— __ _
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NOW OR FORMERLY NOW OR FORMERLY
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/ DB 15551 PG 8 \ /�/ ( PIN: 1711329347 PC DB 5969 PG 1�6 0 DUPREE STREET
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No. REVISIONS DATE BY
-0 This document, together with the concepts and designs presented herein, as an instrument of serti'ce, is intended only
0 for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and
n_
Associates, Inc.
cfl
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© 2014 KIMLEY —HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY, CARY, NC 27636
PHONE: [phone] FAX: 919 - 677 -2050
ONE — — —
NC LICENSE #F 0102 WWW.KIMLEY HORN.COM
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10 +50
KHA PROJECT
011063074
DATE
12 -12 -2014
SCALE 1 " = 10,
DESIGNED BY NDR
DRAWN B:`Y JGB
CHECKED BY
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PROPOSED LEGEND
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SS — — — — — — SS SANITARY SEWER LINE
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PROPOSED STREAM
INVERT
— PROFILE EXISTING
STREAM INVERT
GRAPHIC SCALE IN FEET
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PRi
;EE: TABLE FOR MIN. BOULDER
IIMENSIONS
LL MATERIAL
>TE:D POOL
YPICAL FOR
)EPTH)
/--FILTER FABRIC ON BACK OF
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TOP OF BANK
Bw
TOP OF BANK
TOP OF BANK
TOP C!- BANK
FABRIC MAT, TYP.
D
SECTION B-B
WELL GRADED MIX
SEE TABLE BELOW
HEADER BOULDER, TYP.
— SEE PROFILE FOR ELEVATION
I— BMD TYP. FLOW
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM
BOULDER SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDER SILLS MAY OVERLAP AND ANCHOR THE BOULDER SILL
DIRECTLY UPSTREAM.
3. THE BOULDER SILL SHAT ALL BE CONSTRUCTED TO BE
SUBMERGED OR COVERED AT LOW FLOWS.
UCAVATED POOL
FILTER FABRIC, TYP.
FILTER FABRIC ON BACK
OF ALL SILLS, SEE
PROJECT SPECIAL
PROVISIONS
SECTION A-A
01
BOULDER ROCK AND ROLL RIFFLE
0 NOT TO SCALE 10
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FABRIC MAT, TYP.
TYP.
1/2 BMD TYP.
IN- STREAM STRUCTURE DATA TABLE1
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1,
PRESS INTO BANK (TYP.)
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BACKFILL MATERIAL*
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PROJECT REACH
SL
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ZW
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AS
(DEGREES)
DIAMETER
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BMW
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BOULDER AND ROCK TOE
WELL GRADED MIX
PROTECTION WHERE
NORMAL WATER MEETS
{FT}
THZE BANKS
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(IN)
(FT)
(FT)
0
0
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TOP OF BANK
Bw
TOP OF BANK
TOP OF BANK
TOP C!- BANK
FABRIC MAT, TYP.
D
SECTION B-B
WELL GRADED MIX
SEE TABLE BELOW
HEADER BOULDER, TYP.
— SEE PROFILE FOR ELEVATION
I— BMD TYP. FLOW
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM
BOULDER SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDER SILLS MAY OVERLAP AND ANCHOR THE BOULDER SILL
DIRECTLY UPSTREAM.
3. THE BOULDER SILL SHAT ALL BE CONSTRUCTED TO BE
SUBMERGED OR COVERED AT LOW FLOWS.
UCAVATED POOL
FILTER FABRIC, TYP.
FILTER FABRIC ON BACK
OF ALL SILLS, SEE
PROJECT SPECIAL
PROVISIONS
SECTION A-A
01
BOULDER ROCK AND ROLL RIFFLE
0 NOT TO SCALE 10
U)
J
Q
w
0
s
Q
Li
I--
0
0
_j
FABRIC MAT, TYP.
TYP.
1/2 BMD TYP.
IN- STREAM STRUCTURE DATA TABLE1
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(1 OF 1)
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BOULDER MEAN
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BACKFILL MATERIAL*
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PROJECT REACH
SL
OW
ZW
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AS
(DEGREES)
DIAMETER
BMD
BMW
MATERIAL
WELL GRADED MIX
% :OMP.Z
(FT)
{FT}
?
{ )
(FT )
( %)
(IN)
(FT)
(FT)
12 " -18" STONE
60
SEE PLAN
BOULDER SILLS 0.5
0-10 FOR
36 FOR SILLS
STONE 2 " -12"
30
ALL
2 2
_� 9
4
2
2
SHEETS
LOG VANE ARMS 1.0 -2.0
BOULDERS SILLS
12- 18 FOR BANK TOE
BANK (NATIVE) SOIL MATERIAL
10
1. DIAMTETER PROVIDED WITHIN THE IN- STREAM STRUCTURE DATA TABLE APPLYTO ALL DETAILS ON THIS SHEET.
2. % COMPOSITION = PERCENT COMPOSITION BY VOLUIVE OF MATERIAL.
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No. REVISIONS DATE BY
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0 This document, together with the concepts and designs presented herein, as an instrument of ser,Sce, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on ris document without
written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability <o Kimley —Horn and
Associates, Inc.
KHA PROJECT
011063074
DATE
12 -12 -2014
SCALE 1 " = 40'
DESIGNED BY NDR
DRAWN BY JGB
CHECKED BY
1/2 BMW TYP.
BOULDER, TYP.
CUT TOP END FLAT,--
AND CLIP OFF HAMMER
DAMAGE.
LATERAL BUD
FACING UPWARD
BARK RIDGE;
UNDAMAGED BARK
SIDE BRANCH
REMOVED
LIVE STAKE DRIVEN
AT RIGHT ANGLE TO
– 1 1 4" SURFACE SLOPE.
J
�10 GROUND
n SURFACE
1 I'
LIVE STAKE NOTES:
SEE SPECIAL PROVISIONS FOR INSTALLATION AND
CARE OF LIVE STAKES AND LIVE CUTTING'S,
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
FIBER MATTING DETAIL
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
�INSTALL WOODEN STAKES
SECURE TO
MATTINGDE AIL FIBER
LONGER STAKES SHOULD BE
PLACED HIGHER ON THE BANK TO /���UNDISTURBED
HELP WITH PENETRATION INTO THE % / SOIL
WATER TABLE.
BOULDER SILL
EXISTING STREAM BED
BOULDEF
TOP OF BANK
CONSTRUCT I
BACKFILL MA
TYP.
SEE PLAN AND PROFILE
SHEETS FOR ELEVATION
BACKFILL MATERIAL
CONSTRUCT POOL W/
BACKFILL MATERIAL
-SEE PLAN AND
PROFILE FOR DEPTH
PLAN VIEW
C
--R SILL
:TAIL
FILTER FABRIC
I��'
RITIAN
.. W W.
ANCHOR TRENCH ON 1' CENTERS
MATTING IN
TRENCH ANCHORS ON OVERLAP
ON 1' CENTERS
DIRECTION
OF FLOW
COIR FIBER MATTING
ANCHORS ON 3' CENTERS
EXTEND MATTING
TO NWSEL
STREAM BED
SEAL SEAL
030001 037953
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SEAL:
ANCHORS ON
V CENTERS
— ANCHORS
6" OVERLAY (MIN.)
PLAN MEN
1.5' TYP.
BACKFILL
FLOODPLAIN/
EXISTING GROUND
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. REBAR OR STAPLES MAY BE USED IN PLACE OF
WOODEN STAKES AS DIRECTED BY THE ENGINEER.
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LIVE STAKE NOTES:
SEE SPECIAL PROVISIONS FOR INSTALLATION AND
CARE OF LIVE STAKES AND LIVE CUTTING'S,
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
FIBER MATTING DETAIL
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
�INSTALL WOODEN STAKES
SECURE TO
MATTINGDE AIL FIBER
LONGER STAKES SHOULD BE
PLACED HIGHER ON THE BANK TO /���UNDISTURBED
HELP WITH PENETRATION INTO THE % / SOIL
WATER TABLE.
BOULDER SILL
EXISTING STREAM BED
BOULDEF
TOP OF BANK
CONSTRUCT I
BACKFILL MA
TYP.
SEE PLAN AND PROFILE
SHEETS FOR ELEVATION
BACKFILL MATERIAL
CONSTRUCT POOL W/
BACKFILL MATERIAL
-SEE PLAN AND
PROFILE FOR DEPTH
PLAN VIEW
C
--R SILL
:TAIL
FILTER FABRIC
I��'
RITIAN
.. W W.
ANCHOR TRENCH ON 1' CENTERS
MATTING IN
TRENCH ANCHORS ON OVERLAP
ON 1' CENTERS
DIRECTION
OF FLOW
COIR FIBER MATTING
ANCHORS ON 3' CENTERS
EXTEND MATTING
TO NWSEL
STREAM BED
SEAL SEAL
030001 037953
FNV I NE��
D
SEAL:
ANCHORS ON
V CENTERS
— ANCHORS
6" OVERLAY (MIN.)
PLAN MEN
1.5' TYP.
BACKFILL
FLOODPLAIN/
EXISTING GROUND
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. REBAR OR STAPLES MAY BE USED IN PLACE OF
WOODEN STAKES AS DIRECTED BY THE ENGINEER.