20120497 Ver 1_Site Plan_20120518

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TOWN OF CARRBORO
301 W. MAIN STREET
CARRBORO, NC 27510
JEFF BRUBAKER
919.918.7329
[e-mail]..nc.us
:0110011 :44 0
KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY
CARY, NC 27513
JEFFREY W. MOORiE, P.E.
919.677.2000
[e-mail]
STEWART ENGINEERING, INC.
421 FAYETfEVILLE STREET
SUITE 400
RALEIGH, NC 27601
919.380.8750
Frank G. Mundy, 11, PLS
[e-mail]
MAIA
L• A
HOMESTEAD A' EL HILL HIGH SCHOO
MULTIUSE PATH
r-ROM THE CLAREMONT NEIGHBORHOOD TO CHAPEL HILL HIGH SCHOOL
TIP PROJECT: U-4726DE
PROJECT REFERENCE NO. SHEET NO.
U- 4726DE I
0 1 ")
r
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 CONVENTIONAL SYMBOLS
C -1 TO C -3 MULTI -USE PATH AND DRAINAGE PLANS
CD -1 TO CD -5 PROJECT NOTES, TYPICAL SECTIONS, AND CONSTRUCTION DETAILS
WT -1 TO WT -2 WETLAND PLANS AND DETAILS
EC -1 TO EC4 GRADING AND EROSION CONTROL PLANS
X -1 TO X -8 MULTI -USE PATH CROSS SECTIONS

Note: Not to Scale
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVE,NTIONAL PLAN SHEET SYMBOLS
CSx TRANSPORTATION
O
MILEPOST 35
D
SWITCH
Existing Control of Access —' 4
Proposed Control of Access
Existing Easement Line E
Proposed Easement —E
—
Proposed Temporary Drainage Easement TDE
Proposed Permanent Drainage Easement PDE
Proposed Permanent Utility Easement PUE
1115!51 MUM
;
NI REV. No.: i REVISION: I DATE: DRAWN BY: CHECKED BY:
NThis document, together with t" a concepts and designs presented herein, as on instrument of service, is
C 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 adoption by Kimley -Horn and Associates, Inc.
LO j shall be without liability to Kimley. -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
C
-- F - --
CCF
T T T
" r r r
Vineyard
CONC =
J CONC WW
CONC HW
•
O
2
M
--- -P - - --
TELEPHONE:
BOUNDARIES AND ERT Y:
Existing Telephone Pole
State Line
Proposed Telephone Pole
p
County Line
-- -
Telephone Booth
p
Township Line,
--
Telephone Cell Tower
City Line
HH
Recorded U/G Telephone Cable
O
Designated U/G Telephone Cable (S.U.. *) —
- - - -T- - - -
ecorded U/G Telephone Conduit
Reservation Line
- -
- - - -Tc- - - -
Property Line
T FO
Designated U/G Fiber Optics Cable (S.U.E. *)—
Existing Iron Pin
O
Property Corner
—
Property Monument
EC
Parcel /Sequence Number
i23
Existing Fence Line
-x x x-
Proposed Woven Wire Fence
�-
Proposed Chain Link Fence
Proposed Barbed Wire Fence
�-
Existing Wetland Boundary
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
1713
BUILDINGS
SILT -
Gas Pump Vent or U/G Tank Cap
O
Sign
O
Well
WW
Small Mine
Foundation
Area Outline
Cemetery
M
o
o
Building
NSchool
9
Church
Dam
0
IffDROLOGY:
0
Stream or Body of Water
-
NHydro,
Pool or Reservoir
Jurisdictional Stream
Js —
i
Buffer Zone 1
Bz 1
O C)
Buffer Zone 2
Bz 2
NFlow
Arrow
< -
0
Disappearing Stream
>-- - --
3
o
Spring
0
Swamp Marsh
..
Proposed Lateral, Tail, Head Ditch
Fm
False Sump
CSx TRANSPORTATION
O
MILEPOST 35
D
SWITCH
Existing Control of Access —' 4
Proposed Control of Access
Existing Easement Line E
Proposed Easement —E
—
Proposed Temporary Drainage Easement TDE
Proposed Permanent Drainage Easement PDE
Proposed Permanent Utility Easement PUE
1115!51 MUM
;
NI REV. No.: i REVISION: I DATE: DRAWN BY: CHECKED BY:
NThis document, together with t" a concepts and designs presented herein, as on instrument of service, is
C 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 adoption by Kimley -Horn and Associates, Inc.
LO j shall be without liability to Kimley. -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
C
-- F - --
CCF
T T T
" r r r
Vineyard
CONC =
J CONC WW
CONC HW
•
O
2
M
--- -P - - --
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
p
Telephone Manhole
O
Telephone Booth
p
Telephone Pedestal
M
Telephone Cell Tower
U/G Telephone Cable Hand Hole
HH
Recorded U/G Telephone Cable
T
Designated U/G Telephone Cable (S.U.. *) —
- - - -T- - - -
ecorded U/G Telephone Conduit
TC
Designated U/G Telephone Conduit (S.U.. *)-
- - - -Tc- - - -
Recorded U/G Fiber Optics Cable
T FO
Designated U/G Fiber Optics Cable (S.U.E. *)—
— — — —T FO— — — -
PREPARED IN THE OFFICE OF:
l`(i1&,%1^1ley-HU&ftrn
'Oft
F1 dlid Abbucd^teb, lilu.
® CONVENTIONAL SYMBOLS
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
PHONE: [phone] FAX: [phone]
MM
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
p
Utility Located Object
O
Utility Traffic Signal Box
p
Utility Unknown lJ /G Line
?IffL
U/G Tank; Water, Gas, Oil
AIG Tank; Water, Gas, Oil
U/G Test Hole (S. .E. *)
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.
INCOMPLETE PLANS
Do NOT u99 FOR ROW ACQUU LYON
PRELIMINARY PLANS
DO NOT USE FOR CONWMUC77ON
PFOJECT:
U- 4726DE
NOT TO SCALE HOMESTEAD-CHAPEL HILL HIGH SCHOOL
ULTI -USE PATH
JOB HUMBER:
012500003
SHEET NUMBER:
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END PROJECT U -4726DE _L_ Sta. 3/+/0.00 END CONSTRUCTION TIE TO EXISTING PATH N STATE', F, ,N010TH CAROLINA 5�A -L- ­PT Sta. 31+OQJ8 t­L - PC Sto. 29 +8227 -SYSTE RETAIN N/F tSTATE OF NORTH CAROLINA C' it-L- POT S6. 31,450.00
C -4 0 1b
,A I(b
RETkN— ittCROSS COUNTRY TRAIL CROSSING Ky WIDE ASPHALT --USE PATH ­L- STA 5+80 MULTI itTAPER SH0UtDERS-`k-Tb CURIE WIDENING tTIE TO EXISTING TRAIL. R=80' (6../ MIN) CQNSTRUCr 6' ONOTH CAROLINA STATE IOF N r tGRASS SHOULDER tOZ 41.4 t­L_ STAL 29+20 TO N 3r
SrA31+/O RT C tN/F
it-L PC Sta. 26+ CHAPEL HILL BOARD
stoo 12D4 PT OF EDUCATION
BZ 2 tIEXISTING CMISS PROPOSED STORMWATER
COUNTRY TRAIL itWETLAND RETROFIT.
itSHALL BE RETAINED_ REFER TO WT-I TO WT -2
FOR WETLAND DESIGN.
-L- PC Sta. .28 +30.84 tL Ze PI Sto .27 +4526 PI Sto 28 +72.46 P1 Sto 30 +57.37
<1 75* 37'27.5 (LT) A 31*00'522' (LT) A 917 04'26.5' (RT)
D 63*39'4-3.r D 38* Ir 49.9' D 76* 2Y 39.7'
T Sta. 27 +9421 L 118.79' L 812(Y L 117.9r
-L- P 7 itT 69B41 T 41.6Z T 75JOI
R 90.00' R 150.W R 71W
.. .......... titiitt........... . .. ....... ......... ... tI.. . ........ . ....... ..... tt4 2
ttit_472 ------ ---- ---------- ------- ---- t..... .. itlitIitI.. . ... .... ... . ...... litP IP] it-------- -- + -- — ----- ­ 27 ittifvc Ititit-EN vc vc t..... .... .. ... .... .. _VD, G itit-- ----------- ---- - -- ----- ---- --- — -- VE --- - -- -- - --- K t tt- --- - -------- - - t.... . . ---- ilittitttititt..... ...... ------- -- ----------- i----- - ----- IIIt464
t64 I.... ....... ------ - -- - _4 - - ---- t.. .. ... .. --- PROPOSED itititIttl.. . ....... .......... 4 .. . ..... ..... GRADE i............... - ------ ---- It-4- tL j 1 f -------------- - ----- ---- -------------- --------
.. .. ....... t. ......... . - ------ ---
3L .... .. ...... ........ . - - - ttitttiti.. . .. .... .... IiIt ............. 6 ...... ..... .. ii9176 4
---- --------- ---- -----
---------- ------------ .......... l------- - Iit...................... .............
.. .......... 9X Iit"4 456 . ....... itiit... .. .. .... ........... tIt-RO Et l. .. ....... 4, N iQ 562 . ... ... ... - --- - -------- - - --- - -------- itilit..... ..... ----------- --- -------- --- itl. ...... . ... . Ln R ........... ...... . . itt.............
------ ----- ----- --- -- ----- 1--L, ------ --- - ---- tL . .. ........ ....... ..... .......... . ----- ----- ......... .. .... ..... . ..... ---------- ---- --- ------- ............ ---- --- ----- ---- Iit.. ...... . ... l. ..... .... ..... ... . .. ...... t4AR
. . . . . . . .. l448 ---- ------ ......... ... f T t----F - - - ---------
---------- -- t.... . .... ... ---------- ----- ..... . .. ... . .. + .. . ........... .. t........... I. ...... ....... tI---------- ............. it-------- ----- ----- ---------- - --- ---- I. .......... l... ..... ... . It....... .. ... ......... ........ . .. ........ .. .........
tIIt4 .. .... . . ..... ..... . ...... ... ........... .......... ......... ...... . --- - ------------- .. .... .... .... .. ...... ..... . .... ..... .. . .. . .... Iti-----­----- .......... -------------- ................ ...... ....... ...... i--- itI--- --------- ----- ----- itI. . ....... . ............. ­4
Iiitt44 t......... 4,40
26 7 2 08 29 30 31
PREPARED IN THE OFF HORIZ PROJECT:
20 0 40
I eym H o rn I I
INCOMPLETE PL"s W%nd!!!!=
1ROULTI -UISE PATH AND DO NOT USS FOR R/W ACCUMMON
></tb
REV. No.: REVISION: I DATE: DRAWN BY: I CHECKED BY- PRELIMMARY PL"S
This document, together with the concepts and designs presented herein, as an Instrument of service, is DO NM USB FOR 00NUMUMON VERT
Intended only for the specific p�j,rpose and client for which It was prepared. Reuse of and Improper al ld Assuokcid#fttes, Inc. 2 0 4
reliance on this document wlthoL-' written authorization and adoption by I(Imley-Horn and Associates,lnc.
shallbe without liability to Klmleyl-lAorn and Associates,lnc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 JOB NUBER- 012500003 SHEET NUMBER: C-3
Copyright Kimley-Horn and Associctes,lnc.,2012 PHONE.- (9 19) 677-2000 FAX: [phone] PE NO.F-0102 M M W T=

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LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY
DESIGN BRANCH -N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO.
DESCRIPTION
200.02
METHOD OF CLEARING - METHOD II
225.02
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
300.01
METHOD OF PIPE INSTALLATION - METHOD 'A'
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.14
CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15
BRICK DROP INLET - 12" THRU 30" PIPE
840.16
DROP INLET FRAMEA AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.25
ANCHORAGE FOR FRAMES - BRICK OR CONCRETE OR PRECAST
840.66
DRAINAGE STRUCTURE STEPS
848.01
CONCRETE SIDEWALK
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUM
1135.01
CONES
1145.01
BARRICADES - TYPE III
1150.01
FLAGGING DEVICES
1180.01
SKINNY DRUM
1605.01
TEMPORARY SILT FENCE
1606.01
SPECIAL SEDIMENT CONTROL FENCE
1607.01
GRAVEL CONSTRUCTION ENTRANCE
1632.03
ROCK INLET SEDIMENT TRAP TYPE 'C'
1633.02
TEMPORARY ROCK SILT CHECK TYPE 'B'
G11 -rc! AI 11TCC
ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE,
CENTER TO CENTER ON STRIPES, AND /OR TO FACE OF CURB, UNLESS OTHERWISE
NOTED.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM
WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
CONCRETE: PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF
4" THICKNESS WITH 12" X 12" W1.9 X W1.9 WELDED WIRE FABRIC THROUGHOUT.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL SLOPES AROUND OWASA MANHOLES TO AVOID
PONDING.
ALL RC PIPES SHALL BE CLASS III OR CLASS IV AS SHOWN ON PLANS.
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
1- 800 - 632 -4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NORTH CAROLINA ONE CALL."
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION
OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
ALL UTILIT'iES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
SO THAT TOPS /RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED.
LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN
ON THESE PLANS ARE FROM TOWN AND UTILITY COMPANY RECORDS ONLY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES
AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE TOWN
AND OWASA FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND
SEWER UTILITIES.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL
BE RESPN
OSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND
ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR
ORDERING MATERIALS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY
FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
REV. No.: REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document withou written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -i lorn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
GENERAL NOTES
2012 SPECIFICATIONS
STATEMENT OF CONSTRUCTION
THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE
MULTI -USE PATH AND 14' WIDE BRIDGE OVER BOLIN CREEK. ALL
CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS, DATED 2012.
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE -IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD II.
SUPERELEVATION:
THE MULTI -USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
ORANGE WATER AND SEWER AUTHORITY
DUKE ENERGY
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS.
CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT
INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI -USE PATH.
SAFETY:
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY
ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVISES MAY BE ADJUSTED
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVISES AND OPERATIONS
SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
EXISTING SURVEYS:
SURVEYS HAVE BEEN PROVIDED BY STEWART ENGINEERING, INC.
TREE PRESERVATION:
REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES ON SHEET EC -1 FOR TREE
PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH ALIGNMENT AND
PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE TOWN REPRESENTATIVES
AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. CONTRACTOR AND CLEARING
CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH TOWN REPRESENTATIVES PRIOR
TO TREE CLEARING.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOTIFY THE TOWN OF CARRBORO (919- 918 -7329) AND
THE OWASA CONSTRUCTION INSPECTOR PRIOR TO STARTING WORK.
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE
EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE TOWN OF CARRBORO AND /OR NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS
AND DEBRIS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY
PROVIDER(S).
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION
THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
WITH NEW GRADE.
PHONE: PREPARED IN THE OFFTCE OF:
Kimley-Horn LIST OF ROADWAY
Inc AND GENERAL NOTES
and Associates, I STANDARD DRAWINGS
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
••0
DEMOLITION NOTES (CONTINUED)
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY
OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO
MULCH, AND STOCKPILED FOR FUTURE USE.
TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD
THERMOPLASTIC PAVEMENT MARKINGS.
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION
LIMITS SHOWN.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING
ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE.
CONTRACTOR SHALL RESTORE THE LAY -DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION
AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS
PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED
AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND
DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO
BE REMOVED.
SHEET NOTES
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE,
ARE BASED ON A FIELD SURVEY PERFORMED BY STEWART ENGINEERING, INC AND THE
BEST AVAILABLE RECORD DRAWINGS.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE TOWN OF CARRBORO. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD).
ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND /OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM
OF 3 FEET FROM EDGE OF TRAIL.
OWASA NOTES
MATERIAL STORAGE AND VEHICLE PARKING, OR ANY OTHER ACTIVITY WHICH WOULD
IMPEDE ACCESS TO THE SEWER MAINS AND MANHOLES, CANNOT BE PERMITTED WITHIN
AN EASEMENT. OWASA ASSUMES THAT ALL PUBLIC SEWER MAINS LIE CENTERED WITHIN
A 30 -FT WIDE EASEMENT.
PROVIDE AT LEAST 5 -FT OF HORIZONTAL SEPARATION BETWEEN EDGE OF BOLLARD
FOUNDATIONS AND MANHOLE EDGES.
MAINTAIN 36" MIN COVER OVER ALL EXISTING SANITARY SEWER LINES.
INCOMPLETE PLANS
Do NOT IIss mft R/w Acaunr wN
PRELIMINARY PLANS
DO NOT MM FOR CONSTRUCTION
PROJECT:
U- 4726DE
HOMESTEAD- CHAPEL HILL HIGH SCHOOL
NOT TO SCALE MULTI-USE PATH
JOB NUTABER:
012500003
SHEET NUMBER:
CD- I

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Details Proyiaea by APPIAN
CONCRETE PAD
8" THICK
COMPACTED^ ^
STONE
ISOMETRIC SECTION VIEW
W W W.A1`1`IANtNU1NttK5.LUM
ISOMETRIC EXPLODED VIEW
MANHOLE COVER & RING
SEE DETAIL 533.01
PLACE 1/2" GROUT BETWEEN
MH FRAME AND BRICK
4 "x4 "x8" CEMENT BRICK GRADE
RING — 1 COURSE MAXIMUM
(NOTE 1)
-- PLACE 1/2" GROUT BETWEEN
BRICK AND MANHOLE CASTING
EXISTING MANHOLE CASTING
Details Provided by APPIAN Consulting _ngineers – WWW.APPIANENGINEERS.CUM
MANHOLE COVER & R'•IG
SEE DETAIL 533.01
s
12" FROM TOP OF
COVER TO GRADE -
FIELD & WOODS
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4j' DIA'
STREET APPLICATION
SEE DETAIL 532.06
FOR MANHOLE RING AND
COVER GRADE ADJUSTMENT
INFI— SHIELD UNIBAND
EXTERNAL SEALING SYSTEM
PER DETAIL 532.09
PLACE 1/2" GROUT BETWEEN
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NOTE 3
USE ECCENTRIC CONE
NOTE 2
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ALL JOINTS WILL HAVE MASTIC
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INSIDE & OUT WITH MORTAR
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EXTERNAL SEALING SYSTEM ON
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MANHOLE COVER & RING
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PLACE 1/2" GROUT BETWEEN
MH FRAME AND BRICK
4 "x4 "x8" CEMENT BRICK GRADE
RING — 1 COURSE MAXIMUM
(NOTE 1)
PLACE 1/2" GROUT BETWEEN
CONCRETE GRADE RING AND
CEMENT BRICK COURSE
4" CONCRETE GRADE RING
1 RING MAXIMUM
THE IRO NwCASTiNG TO A DEPT'H'
EPT' OF 2" PLACE 1/2" GROUT BETWEEN
BELOW THE TOP OF THE CONE' SECTION, ' : :t•..''' CONCRETE GRADE RING AND
` MANHOLE CASTING
rs Y
NOTES:
.— EXISTING MANHOLE CASTING
1. Mortar seal inside & out on brick course.
2. Install Infi — Shield Uni —Band es manufactured \
by Sealing Systems, Inc. per ,detail 532.09.
400 Jones Ferry Road ORANGE; WATER AND SEWER AUTHORITY Voice
PO Box 366 AX (919) 968 -4464
Carrboro, NC 27510 -0366 'USE WITH THE OWASA STANDARD SPECIFICATIONS ONLY www.owasa.org
SCALE: DETAIL #
�tl di MANHOLE RING AND COVER Not To Scale 2532 06
'Sine 1977Oe GRADE ADJUSTMENT D emI December 1, DATE: 09 2 SHE f 3
Details Provided by APPIAN
WWW.APPIANENGINEERS. COM
PART MANUFACTURER MODEL Cat. No.
SLEEVE BOOTS KOR —N —SEAL or PSX
Details Provided by APPIAN
WWW. APPIANEN GIN EERS.COM
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MANHOLE COVER & RING
----7—SEE DETAIL 533.01
PRECAST CONCRETE a ;
GRADE RINGS
A ° .
NOTE:
PLACE 1/2" PARGE COAT ON INTERIOR �v
OF MANHOLE FROM HALF DEPTH OF PLACE 1/2" GROUT BETWEEN
THE IRON CASTING TO A DEPTH OF 2" CONCRETE GRADE RING AND
BELOW THE TOP OF THE CONE SECTION MANHOLE CASTING
NOTES f-- EXISTING MANHOLE CASTING
1. Install Infi — Shield Uni —Band as manufactured \
by Sealing Systems, Inc. per detail 532.09.
400 Jones O Box 366 Road ORANGE WATER AND SEWER AUTHORITY FAX [phone]
Carrboro, NC 27510 -0366 USE WITH THE OWASA STANDARD SPECIFICATIONS ONLY www.owasa.org
M MANHOLE RING AND COVER DETAIL Not T Too ScS Sc cale z 532.06
Quality Since 1977e GRADE ADJUSTMENT REVISION DATE: SHEET #:
Since 1977 December 1, 2009 3 of 3
Details Provided by APPIAN Consulting Engineers
(2) 4" 90' BENDS
BRONZE SCREEN
LOCATE ABOVE EXISTING
GROUND ELEVATION
AS SHOWN ON DRAWING
100 —YEAR FLOOD ELEVATION
V) SET TOP OF MANHOLE
a 12" ABOVE GRADE.
> EXISTING GROUND
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TOP OF TEE PIPE � iv _
3/8" x 3" STAINLESS STEEL
FLAT BAR BRACKET WITH (2)
5/8" x 4" EXPANSION ANCHOR
BOLTS. WELD BRACKET TO VENT
E 5
FILL BOTTOM OF VENT PIPE �-
WITH CONCRETE
INFI— SHIELD SEAL WRAP
EXTERNAL SEALING SYSTEM ON
ALL BURIED JOINTS
3/8" x 3" FLAT BAR BRACKET WITH
(2) 5/8" x 4" EXPANSION ANCHOR BOLTS
DO NOT WELD BRACKET TO VENT.
BRACKET AND BOLTS SHALL BE
STAINLESS STEEL
4 1/2" O.D. PLATE WELDED
TO BOTTOM
— WWW.APPIANENGINEERS.COM
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PIPE. PAINT
HUNTER GREEN
WATER —TIGHT
FRAME & COVER
(DETAIL 533.02)
INFI— SHIELD
UNIBAND EXTERNAL
SEALING SYSTEM
PER DETAIL 532.09
GROUT THRU HOLE
IN MANHOLE
CORE AND
REVERSE BOOT
VENT
(NOTE 2)
INSPECTION TAB
NOTE 4
INFI— SHIELD
UNIBAND
NOTE 1
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NOTE 3
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SECTION
MANHOLE APPLICATION
INSTALLATION NOTES:
1. Clean casting frame, riser rings and cone section. Spray primer to areas where
attaching non — hardening butyl mastic.
2 Install the Infi— shield External Seal on the oufside surface of the adjustment ring area
covering all grade rings. Remove protective tape and fold back on to the structure.
3. Using a rubber hammer, tap the sealing surface area.
4. Ensure lid and casting is clean. Attach inspection tab to manhole lid and backfill.
5. Contact Sealing Systems Inc, for additional installation
®,■,A�� instructions ® 800-478-2054.
400 Jones Ferry Road st
PO Box 366 ORANGE W A TER D SEWER Ag THO � TY FAX (919
) 9684464
Carrbona, NC 27510 -0366
USE
••YY F1 WITH THE OWASA STANDARD SPECIFICATIONS ONLY www.owasa.org
SCALE: DETAIL #
INH—SHIELD EXTERNAL Not
To Scale 2532.09
Quality Service SELLING DETAIL April REVISION 3, 2007 SHEET #:
Since 1977 April L3, 2007 1 of 1
Details Provided by APPIAN
WWW. APPIANENGINttR5.COM
1" DIA. ANCHOR BOLT.
_ES EQUALLY SPACED.
_T FRAME TO CONE SECTION.
-) STAINLESS STEE
ALTS REQUIRED
x1 "x1" LUG REQUI
l�
25 1Z4" •5 a 5D r 'y`c'
23 1/2"
22' to 22 1/4"
COVER FACE
®z 23 1/2"
24 3/4" to 25" 2 7/8"
1
33" to 33 1 4" "I P� 3/4"
FRAME SECTION A —A COVER SECTION B —B
•
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APPROVED MODELS EAST JORDAN US FOUNDRY CAPITOL FOUNDRY
IRON WORKS 669— KL —BWT MH- 2001 —WT
BOLT —DOWN V -2384
COVER WEIGHT 135 Lbs. 125 Lbs. 120 Lbs.
FRAME WEIGHT 180 Lbs. 190 Lbs. 190 Lbs.
LOAD RATING HEAVY DUTY HEAVY DUTY HEAVY DUTY
MATERIAL ASTM A 48 ASTM A 48 ASTM A 48
ICLASS 358 CLASS 356 CLASS 35B
FINISH UNCOATED UNCOATED UNCOATED
4
COVER BACK
O REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
NThis document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific p�.�pose and. client for which 1t was prepared. Reuse of and improper
� reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Ina.
In shall be without liability to Kimley -F:orn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
PREPARED IN THE OFFIt =E OF:
4
COVER BACK
O REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
NThis document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific p�.�pose and. client for which 1t was prepared. Reuse of and improper
� reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Ina.
In shall be without liability to Kimley -F:orn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
PREPARED IN THE OFFIt =E OF:

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1.1V CONTROE
GENERAE NO TES
ADAPT THE CONSTRUCTION PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CO ±NDITIONS TO PROVIDE
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL 0 :11MENSIONS IN THE
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR :RESULT IN DUPLICATE, OR
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMEfJTING, COVERING OR
REMOVAL OF DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT
WHEN OTHERWISE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER.
TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM
MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM
B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY 'FROM 6 AM TO 9 AM AND
FROM 4 PM TO 7 PM
C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS.
LANE AND SHOULDER CLOSURE REQUIREMENTS
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE
CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENG.11NEER.
E) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVE:IL LANE, CLOSE THE
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED
BY BARRIER OR GUARDRAIL.
F) WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN' UNDIVIDED FACILITY
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL..,
G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON
A TWO -LANE, TWO -WAY ROAD.
PAVEMENT EDGE DROP OFF REQUIREMENTS
H) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
AN OPENED TRAVEL LANE THAT HAS A DROP -OFF AS FOLLOWS:
BACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP -OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS '!LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER.
SIGNING
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM T',HE EDGE OF TRAVEL LANE
AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR ;COVER ALL ADVANCE WORK
ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES
J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED :SPEED LIMIT (MPH),
EXCEPT 10 FT ON- CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, TVHEN LANE
CLOSURES ARE NOT IN EFFECT.
PAVEMENT MARKINGS AND MARKERS
K) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE OF THE MULTI -USE PATH
AND ROADWAYS AS SHOWN IN THE PAVEMENT MARKING AND SIGNING PLANS.
L) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JANUARY 2012 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
M) PLACE AT LEAST TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE ON NEW
ASPHALT PAVEMENT. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRY:zNG TIME, AS
DETERMINED BY THE ENGINEER.
N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
0) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DA"Y'S OPERATION.
PEDESTRIAN AND BICYCLIST SAFETY
P) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
FENCING, AND SIGNAGE.
Q) WHEN CONSTRUCTING NEW SIDEWALK OR MULTI -USE PATH, CLOSE EXISTING WALK WITH TYPE II BARRICADES,
MOUNT "SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT
WORK AREA.
R) MAINTAIN A MINIMUM WALKWAY CLEARANCE OF 5' ON ALL SIDEWALKS THAT ARE OPEN TO THE PUBLIC.
MISCELLANEOUS
S) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING': CONSTRUCTION.
T) INSTALL TYPE III BARRICADE WITH "TRAIL CLOSED" SIGN (R11 -2, 48" X 30 ") AT 'BOTH ENDS OF
THE PROJECT.
REV. No.: REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, 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 adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn ad Associates, Inc., 20 12
JOB NUMBER:
012500003
SHEET NUMBER:
CD -4

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intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document withoL7 written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 2012
0. 2
PRO =JECT:
U- 4726DE
HOMESTEAD- CHAPEL HILL HIGH SCHOOL
NOT TO SCALE MULTI-USE PATH
JOB NUMBER:
012500003
SHEET NUMBER:
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U- 4726DE
HOMESTEAD- CHAPEL HILL HIGH SCHOOL
NOT TO SCALE MULTI-USE PATH
JOB NUMBER:
012500003
SHEET NUMBER:
CD -5
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APPLY ASPHALT PAINT
3 n'
TRUCTURE
:CAST SOLID WALL
iTRUCTURE
IUALITY
TURNDOWN
= 452.00
INVERT TO
T STANDING WATER
SER BOTTOM
_EV. = 451.00
NVERT IN OUTFALL PIPE)
;H ANTI — FLOTATION
E TO RISER STRUCTURE
NOTES: RISER ELEVATIONS
1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 P.S.I. ® 28 DAYS.
2. ALL STEEL TO HAVE A MINIMUW 2" CLEARANCE UNLESS OTHERWISE NOTED.
3. STEEL REINFORCEMENT SHALL WEET ASTM SPECIFICATIONS (A -615),
DEFORMED BARS.
4. ALL INLETS TO HAVE FIELD PORED INVERTS TO ELIMINATE STANDING WATER.
QUALITY TURNDOWN AND
' °" OUTLET PIPE
PLAN VIEW
STEEL PLATE ACCESS LID
6" DIA. DIP 45
DEGREE DIP ELBOW.
PROVIDE WATER TIGHT
SEAL AT JOINT
PERMANENT POOL —
ELEVATION 9" MIN.
(SEE TABLE BELOW)
STAINLESS STEEL ORIFICE PLATE
TO CONNECT TO
RISER WALL AND BOLT
ANCHORS WITH STAINLESS
STEEL NUTS AND ANCHOR BOLT
RISER WALL
�- �1
PRIMARY SPILLWAY FOR EW_nA
MOT TO SCALE
4" ORIFICE
NVERT = 452.00
SECTION A -A
RIP RAP LINED SPILLWAY
DESIGN TABLE
TOP OF BERM
455.0
ELEV.
10
TOP OF BERM
10.0•
WIDTH
Panicum virgatum
SPILLWAY ELEV.
454.0
LEVEL SPILLWAY
59.0°
LENGTH
Polygonum pennsyivaricum
SPILLWAY BOTTOM
s,0,
WIDTH
Little Bluestem
NREV. No.: 1 REVISION: I DATE: ( DRAWN BY: ( CHECKED BY:
This document, together with -ie concepts and designs presented herein, as an instrument of service, is
C intended only for the specific purpose and client for which it was prepared. Reuse of and improper
\ reliance on this document witf.out written authorization and adoption by Kimley -Horn and Associates, Inc.
U-) shall be without liability to Kimisy -Horn and Associates, Inc.
Copyright Kimley -Horn and Assc- olates, Inc., 20 12
SECTION B -B
MNLtJJ a atL rLA i L
CUT 4.0" ORIFICE INTO STEEL
PLATE.
RMANENT POOL ELEV. = 452.00
POLYPROPYLENE PLASTIC STEPS
PLACE AS NEEDED BOTH INSIDE
AND OUTSIDE OF RISER STRUCTURE
WALL
CUT CONCRETE, INSERT 18" RCP, AND PROVIDE
WATERTIGHT SEAL AT JOINT WITH HYDRAULIC
CEMENT
58 LF 18" RCP OUTLET BARREL
WITH WATERTIGHT SEAL
TEMPORARY SEEDING FOR WETLAND
FOR LATE WINTER AND EARLY SPRING
(DISTURBED AREAS ABOVE ELEVATION 453.0')
SEEDING MIXTURE
SPECIES RATE (LB /ACRE)
RYE (SECALE CEREALE) 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND
AGRICULTURAL LIMESTONE AND 700 LB /ACRE 10 -10 -10 FERTILIZER.
MULCH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY NETTING, OR A TACKIFIER.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTiLIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
IF VEGETATION DOES NOT GERMINATE WITHIN 30 DAYS OF THE INSTALLATION
AND APPLICATION OF THE FGM WITH SEED MIX TO AN AREA OF SLOPE
SURFACE, THEN THE CONTRACTOR SHALL REAPPLY THE FGM WITH SEED MIX
AND WATER UNTIL PROPER VEGETATION IS 100% ESTABLISHED ON THE SLOPE
SURFACE. CONTRACTOR SHALL REPEAT PROCESS, IN PATCHES, AS NECESSARY
UNTIL 100% STABILIZATION IS ACHIEVED. REFER TO THE EROSION CONTROL
DETAIL SHEETS FOR THE SEEDING SPECIFICATION FOR WINTER AND SUMMER
MONTHS.
NOTE: GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 30
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
WETLAND AREA PLANTINGS
1. MATERIALS:
A) VEGETATION MATERIAL WILL BE PROVIDED BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR
CORRECTiNI'AINSJf,14 NSCV MATION MATERIAL.
B) VEGETATION MATERIAL WILL CONSIST OF SEEDLINGS AND CONTAINERIZED
SHRUBS.
2. PREPARATION:
A) TOPSOIL SHALL BE APPLIED TO PLANTED ZONES IN THE WETLAND.
6" OF TOPSOIL SHALL BE APPLIED. TO MEET FINAL GRADES AS
SHOWN IN PLANS.
B) PLANTING SHALL TAKE PLACE IMMEDIATELY FOLLOWING DELIVERY TO THE
PROJECT SITE, ALL PLANTS WITH BARE ROOTS, IF NOT PROMPTLY
PLANTED, SHALL BE HEELED —IN IN CONSTANTLY MOIST SOIL OR SAWDUST
IN AN ACCEPTABLE MANNER CORRESPONDING TO GENERALLY ACCEPTED
HORTICULTURAL PRACTICES.
C) WHILE PLANTS WITH BARE ROOTS ARE BEING TRANSPORTED TO AND FROM
HEELING —IN BEDS, OR ARE BEING DISTRIBUTED IN PLANTING BEDS, OR ARE
AWAITING PLANTING AFTER DISTRIBUTION, THE CONTRACTOR SHALL PROTECT
THE PLANTS FROM DRYING OUT BY MEANS OF WET CANVAS, BURLAP, OR
STRAW, OR BY OTHER MEANS ACCEPTABLE TO ENGINEER /PROJECT
MANAGER AND APPROPRIATE TO WEATHER CONDITIONS AND THE LENGTH
OF TIME THE ROOTS WILL REMAIN OUT OF THE GROUND.
INSTALLATION:
3. A) SOIL IN THE AREA OF SHRUB PLANTING SHALL BE LOOSENED TO
A DEPTH OF AT LEAST 5 INCHES.
B) BARE ROOT VEGETATION MAY BE PLANTED IN HOLE MADE BY A MATTOCK,
OR OTHER MEANS APPROVED BY ENGINEER /PROJECT MANAGER.
ROOTSTOCK SHALL BE PLANTED IN A VERTICAL POSITION WITH THE ROOT
COLLAR APPROXIMATELY k INCH BELOW SOIL SURFACE. THE PLANTING
TRENCH OR HOLE SHALL BE DEEP AND WIDE ENOUGH TO PERMIT THE
ROOTS TO SPREAD OUT AND DOWN WITHOUT J— ROOTING. THE PLANT STEM
SHALL REMAIN UPRIGHT.
C) SOIL SHALL BE REPLACED AROUND THE THE TRANSPLANTED VEGETATION
AND TAMPED AROUND THE SHRUB OR TREE FIRMLY TO ELIMINATE AIR
POCKETS.
NOTS UNLESS OTHERWISE NOTED ON RMS OR DEI'AILS°ALL DMRBW
AV-AS WILL NEED TO BE SL: -M IN AOO =AWE W ?H NADOT STANDARD
PRWLSIM FM TEMPORARY AND PERMANENT SEEDING. SEE CONTRACT
DOCUMENTS POR AOIOOTI'ONAL SEWNS INFMAMV.
ENTERING SLOPE 4 TO 1 MAX. FOR
SLOPE STABILIZATION AND PLANT
MATERIAL.
AQUATIC PLANT MATERIAL (TYP.).
SEE LANDSCAPE PLAN.
TOP OF ROOT BALL SHALL BE 8"
MAX. TO SURFACE OF WATER.
NORMAL WATER LEVEL.
SIDE SLOPES 4 TO 1 MAX.
PLANT ALL AQUATIC MATERIAL IN
EXISTING SOIL TILLED TO 12"
DEPTH.
EXISTING UNDISTURBED SUBGRADE.
OPEN WATER WETLAND AREA PLANT DETAIL
N.T.S.
IN
AM I
PERMANENT SEEDING FOR WETLAND
(BELOW ELEVATION 453.0')
A RIPARIAN SEED MIX AT THE RATE OF X LB PER 1,000 SO FT OR 10 LEIS
PER ACRE SHALL. BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"
SCIENTIFIC NAME
COMMON NAME
PER CENT COMPOSITION
Agrostis albs
Red Top
10
Elymus virginicus
Virginia Wild Rye
15
Panicum virgatum
Switchgross
15
Tripsicum doctyloides
Gamma Gross
5
Polygonum pennsyivaricum
Pennsylvania Smartweed
5
Schizachyrium scoposium
Little Bluestem
5
Juncus effusus
Soft Rush
5
Bidens aristoso
Tickseed
10
Coreopsis lanceoloto
Lance — leaved coreopsis
10
Panicim clandestinum.
Deer Tongue
10
Andropogon gerardii
Big Bluestem
5
Sorgastrum nutans
indiongrass
5
WETLAND AREA PLANT SCHEDULE
WETLAND PLANT MT
BOTANICAL NAME
COMMON NAME
SPACING
TYPE
QUANTITY
EMERGENT /HERBACEOUS PLANTS
CAREX SPP.
SEDGES
30"
LARGE PLUG OR BARE ROOT
148
EUPATORIUM FISTULOSUM
,'OE PYE WEED
30"
LARGE PLUG OR BARE ROOT
64
IRUS VIRGINICA
BLUE FLAG IRIS
30"
LARGE PLUG OR BARE ROOT
137
PELTANDRA VIRGINICA
ARROW ARUM
30"
LARGE PLUG OR BARE ROOT
193
PONTEDERIA CORDATA
PICKEREL WEED
30"
LARGE PLUG OR BARE ROOT
22
SAGITTARIA LATIFIOLIA
DUCK POTATO
30"
LARGE PLUG OR BARE ROOT
SAGITTARIA LONGILOBA
ARROWHEAD
30"
LARGE PLUG OR BARE ROOT
124
SAURURUS CERNUUS
?_IZARDS TAIL
30"
LARGE PLUG OR BARE ROOT
SHRUBS
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
30"
1 GALLON
118
CEPHALANTHUS OCCIDENTALIS
COMMON BUTTON BUSH
30"
1 GALLON
141
CORNUS AMOMUM
SILKY DOGWOOD
30"
1 GALLON
103
L /!iE" STAKES
CORNUS AMOMUM SILKY DOGWOOD 24" T LIVE STAKES 162
NOTE: LARGE PLUG CONTAINERS SHALL BE NARROW AND DEEP AND HOLD 4.9 TO 6.7 CUBIC INCHES OF ROOTS AND MEDIA.
INCOMP%ETS PLANS
DO NOT UM FOR R/ W Acaunr 40N
PRBLIM 4ARY PLANS
DO NOT USE FOR OONIPMUCPION
PROJECT:
•D
HOMESTEAD-CHAPEL
NOT TO SCALE MULTI-USE PATH
JOB NUMBER:
012500003
SHEET NUMBER:
WT -2

NM
N
Rw
l'ri
1
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v 1
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1
r
RETAIN STORM
SYSTEM (TYP)
N
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
e intended only for the specific pu: -pose and client for which it was prepared. Reuse of and improper
l jreliance on this document withou written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -4orn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
CONSTRUCTION SPECIFICATIONS:
I. CONTR�ICTOR TO USE EXTREME CARE WHEN USING THE ORLANDO
PLACE PARKING LOT FOR ACCESS PARKING LOT AND SIDEWALK AREA
WILL BE EVALUATED BEFORE CONSTRUCTION IN ORDER TO ENSURE
THAT SIT IS LEFT IN PRE - CONSTRUCTION COND/TION.ANY
IMPERFECTIONS CAUSED BY THE CONTRACTOR IN THIS AREA WILL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE (I.E. PAVEMENT,
CURB !WALLS.SIDEWALK.GRASSETCJ
2 THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW, ONLY PICK UP AND DROP OFF WILL BE PERMITTED.
MATCHLINE -L- STA 17 +00
(SEE SHEET EC--2)
STATE OF NORTH CAROLINA
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:
I. BEFORE BEGINNING WORK THE CONTRACTOR IS REQUIRED TO MEET WITH THE CONSULTANT AT THE SITE TO REVIEW ALL WORK PROCEDURES,
ACCESS ROVTES.STORAGE AREAS.AND TREE PROTECTION MEASURES.
2 TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
J. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES.
4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. iF LINES MUST TRAVERSE
THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE.
5. NO MATERIALS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.
6. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY
CONSTRUCTION PERSONNEL
7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE SAFE AND NOT EASILY TRANSPORTED BY WATER
8. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT
APPROPRIATE TREATMENTS CAN BE APPLIED.
9. ANY GRADING,CONSTRUCTION.DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
CONSULTING ARBORIST.
l0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCT /ON SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
ll. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6 -INCH DEPTH.
GRADING AND
• • �•
PROJECT:
C
STORM DRAIN INLET PROTECTION ❑
(NCOOT STD. 163?-03)
SPECIAL SEDIMENT CONTROL
FENCE (NCDOT STD. 1606A11
PROPOSED CONTOUR 45
EXISTING CONTOUR
*D
HOMESTEAD-CHAPEL SCHOOL
EROSION CONTROL PLAN
PATH
JOB NUMBER:
012500003
SHEET NUMBER:
EC- I
I 4
N
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
e intended only for the specific pu: -pose and client for which it was prepared. Reuse of and improper
l jreliance on this document withou written authorization and adoption by Kimley -Horn and Associates, Inc.
shall be without liability to Kimley -4orn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 20 12
CONSTRUCTION SPECIFICATIONS:
I. CONTR�ICTOR TO USE EXTREME CARE WHEN USING THE ORLANDO
PLACE PARKING LOT FOR ACCESS PARKING LOT AND SIDEWALK AREA
WILL BE EVALUATED BEFORE CONSTRUCTION IN ORDER TO ENSURE
THAT SIT IS LEFT IN PRE - CONSTRUCTION COND/TION.ANY
IMPERFECTIONS CAUSED BY THE CONTRACTOR IN THIS AREA WILL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE (I.E. PAVEMENT,
CURB !WALLS.SIDEWALK.GRASSETCJ
2 THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW, ONLY PICK UP AND DROP OFF WILL BE PERMITTED.
MATCHLINE -L- STA 17 +00
(SEE SHEET EC--2)
STATE OF NORTH CAROLINA
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:
I. BEFORE BEGINNING WORK THE CONTRACTOR IS REQUIRED TO MEET WITH THE CONSULTANT AT THE SITE TO REVIEW ALL WORK PROCEDURES,
ACCESS ROVTES.STORAGE AREAS.AND TREE PROTECTION MEASURES.
2 TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
J. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES.
4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. iF LINES MUST TRAVERSE
THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE.
5. NO MATERIALS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.
6. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY
CONSTRUCTION PERSONNEL
7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE SAFE AND NOT EASILY TRANSPORTED BY WATER
8. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT
APPROPRIATE TREATMENTS CAN BE APPLIED.
9. ANY GRADING,CONSTRUCTION.DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
CONSULTING ARBORIST.
l0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCT /ON SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
ll. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6 -INCH DEPTH.
GRADING AND
• • �•
PROJECT:
C
STORM DRAIN INLET PROTECTION ❑
(NCOOT STD. 163?-03)
SPECIAL SEDIMENT CONTROL
FENCE (NCDOT STD. 1606A11
PROPOSED CONTOUR 45
EXISTING CONTOUR
*D
HOMESTEAD-CHAPEL SCHOOL
EROSION CONTROL PLAN
PATH
JOB NUMBER:
012500003
SHEET NUMBER:
EC- I

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MATCHLINE L— S %,q �¢ \ ' –L– STA 21+57,15' LT
00 (SEE SHE' INV = 440.89'
ET EC ��
z ;n �
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151 RCP CLASS IV
30 L 1.0%
t 1
\Y`cp
lb, F f
is
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i',/Y DC-M/ ' irA/7' , � . _. �\ - � >pb„= _ n .n ._ �, _ , ... s a � Mz3 • � ^�:.. >v :�.., . _� a =e, „�a_. sm}<: �.��,�� R
0
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STATE OF NORTH CAROLINA
,
–L– STA 22+66,.,-!T-LT
INV 443.44' ; Ja
15' RCP – CLASS IV
26 LF
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4 t
, 3 �
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µ.
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:
0 REV. No.: REVISION: DATE: DRAWN BY: =CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
e intended only for the specific ;urpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley -Horn and Associates, Inc.
l j shall be without liability to Kimle, = -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 2012
INSTALL TREE
PROTECTION FENCE
INSTALL SILT FENCE 2' FROM CONSTRUCTION
2' FROM CONSTRUCTION LIMITS (TYP)
LIM/TS (TYP)
V
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L
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5
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1N5�7'atl1,EClAL –L t `STA 22+63,131 RT Q
;SDIMENT CONTROL INV = 443.18'
FENCE- r VP)
OUTLET PROTECTION
-L- STA 21 +63; 15' RT CLASS B RIP RAP
INV = 440.58' NCDOT STD DWG 876.02
EST 2 TONS
L— OUTLET PROTECTION EST 7 SY FF
CLASS B RIP RAP TIE TO EXIST SWALE
ESTT02 TONS DWG 876.02 GRADE TO DRAIN
EST 7 SY FF
2' BASE TAIL DITCH °V/F
SEE DETAIL 3 /CD -2 STATE OF NORTH CAROLINA
16 L 0.5% f ;
EST 4 CY DDE
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