SW3110402_APPROVED PLANS_20110922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

CONSTRUCTION
FOR
PLANS
WAXHAW ELEMENTARY / KENSINGTON ELEMENTARY
SAFE ROUTES TO SCHOOL (SRTS)
LOCATION MAP
SIDEWALK PROJECT
WAXHAW, NORTH CAROLINA
NCDOT GRANT #SR5001AG
WSA PROJECT # 104956
PREPARED FOR:
FUNDED BY NCDOT &FHWA
PREPARED BY:
ENGINEERS
II�RNA PLANNERS
%.wrff/ ECONOMISTS
WilburSmith
A S 5 0 C I A T E S
1301 GERVAIS STREET
COLUMBIA, SOUTH CAROLINA 29201
[phone]
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AREA OF DISTURBANCE
3.1 ACRES
DRAWING INDEX
SHEET
TITLE
SITE/CIVIL
01
COVER SHEET
02
GENERAL NOTES
03
KENSINGTON ROAD SECTION PLAN VIEW—1
04
KENSINGTON ROAD SECTION PLAN VIEW 2
05
KENSINGTON ROAD SECTION PLAN VIEW 3
06
WAXHAW MONROE ROAD SECTION PLAN VIEW 1
07
WAXHAW-MONROE ROAD SECTION PLAN VIEW 2
08
WAXHAW-MONROE ROAD SECTION PLAN VIEW 3
09
SHARON DRIVE SECTION PLAN VIEW 1
10
SHARON DRIVE SECTION PLAN VIEW 2
11
SHARON DRIVE SECTION PLAN VIEW 3
12
SHARON DRIVE SECTION PLAN VIEW 4
13
CEMETERY ROAD SECTION PLAN VIEW 1
14
CEMETERY ROAD SECTION PLAN VIEW 2
15
ARBOR ROAD SECTION PLAN VIEW;1
16
ARBOR ROAD SECTION PLAN VIEW 2
17
STANDARD DETAILS-1
18
STANDARD DETAILS-2
1 g
STANDARD DETAILS-3
NO. 01 of 19

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NOTES•
1. ALL SIDEWALK CENT5RL/NE RADII
AROUND OBSTRUCTIONS SHALL BE 25'
MIN. UNLESS OTHERWISE NOTED.
2. PRO14DE PERMANENT SEEDING INSIDE
ENTIRE LIMITS OF D/S7URBANCE.
REVISIONS:
REV. NO. DATE DESCRIPTION OF REVISION
7 7, 1 ___'
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20 0 10 20 40
1 inch — 20 IL.
DESIGNED BY PXVG DATE 09-07-11
DRAWN BY JSK DATE 09-07-11
CHECKED BY BLC DATE 09-07-11
77E PROPOSED GRADE TO
EXISTING GROUND PRIOR �
70 PIPE HEADWALL. a
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20 LF 24 " CUP
om.,vrre 5 Asscc ot;nn No INV. IN = 513, 1 r. rt
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INV. OUT = 513.0
` s STA. 6+51.66
_ 3 RISER STAIR .�
BAGIN ADr4 �i'AMP - ---
PLACE ROCK INLET WEIR LANDING -
AROUND PIPE INLET STA. 6+57 36
AL TERNA TE BID /TEM , 3 - END ADA RAMP
I STA.
RID GEHA VEN ROAD TO V-SHAPED SWALE -
' STABILIZE DISTURBED AREAS k f M/LLBRIDGE ROAD. a 1 SLOPE
WITHIN 30' OF CREEKS WITH
O.0770 FT�FI
4 7EMPORARY EROSION CONTROL ALL WORK BETWEEN
MATrrNG IMMEDL4TELY AFTER STATION I +00 AND 8f83.
FINAL GRADING AND SEEDING, DO NOT INCL UDE COST FOR
AND AT ANY TIME THAT '
l RVNFALL IS EXPECTED THIS WORK IN BASE BID. = -
DURING CONSTRUCTION.
ssti/H I
LEGEND -
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EX PA�EI1E�Yl 1/2� ��- � 'r J 1 t-�— 1/P�
TYPICAL SECTION
PLANS PREPARED BY
ENGINEERS
ERMSMS PLANNERS
MIWJI ECONOMISTS
IWINi�
WilburSmith
A S S O C I A T E S
5' WIDE CONCRETE SIDEWALK WITH
2 Off' MAX. CROSS SLOPE
ADA RAMP LANDING Wl7?l 2 OX
MAX. SLOPE, ALL DIREC77ONS
RAMP W TH 2.OX MAX. CROSS
®ALA
SLOP& 1:12 MAX, RUNNING SLOPE
000gooago�
DETECTABLE WARNING DOMES
0 0 0 o n
— — —
LIMITS OF D/STUR30CE
-�-�—
8" WIDE WHITE
CROSSWALK STRIPING
—sF--
SILT FENCE
-w-w-N
WATER LINE
5 ---
SEWER LINE
---a--�
GAS UNE
E--e--e
ELECTRIC LINE
- -
COMMUNIC477ON LINE
— - --
RIGHT -OF -WA Y
PS
PERMANENT SEEDING
PLANS PREPARED FOR
SAFE ROUTES TO SCHOOL
TOWN OF WAXHAW, NC
PROJECT NO. (CLIENT) PROJECT NO. (WM)
S R5001 AG 1 104956
r
0
Z
KENSINGTON ROAD SECTION
PLAN VIEW 1
No. 03 OF 19
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SEEDING NOTES
SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW.
PERMANENT SEEDING SPECIFICATIONS - PS
MIX 1
DATES TYPE EAM
MAY 15 - AUG. 15 BROWN TOP MILLET 10 LB/ACRE
APR. 15 - JUNE. 30 BERMUDA GRASS 25 LB/ACRE
MIX 2
!'NINON C _ 1
AUG. 15 - APR. 15 RYE (GRAIN) 40 LB/ACRE
SEPT. 1 - APR. 15 KY 31 TALL FESCUE 100 LB/ACRE
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER.
DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
IN LIEU OF PERMANENT SEEDING, CONTRACTOR MAY SOD DISTURBED AREAS WITH
TALL FESCUE SOD OR OTHER APPROPRIATE LAWN SPECIES AS APPROVED BY
THE ENGINEER.
MP RA -SEEDING SPECIFIQATIONS - TS
DATES
T E
RATE
AMENDMENTS
JAN. 1 - MAY 1
RYE (GRAIN)
120 LB/ACRE
2000 LB ACRE GROUND
ANNUAL LESPEDEZA
50 LB/ACRE
AGRICULTURAL LIME -
STONE AND 750 LB/
OR KLOBE
ACRE OF 10-10-10
FERTILIZER
DATES
TYPE
RAC
AMENDMENTS
MAY 1 - AUG. 15
GERMAN MILLET
40 LB/ACRE
2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 750 _B/
ACRE OF 10-10-10
FERTILIZER
DATES
TYPE
EAE
AMENDMENM
AUG. 15 - DEC. 30 RYE (GRAIN)
120 LB/ACRE
2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 1000 LB/
ACRE OF 10-10-10
FERTILIZER
MULCH SHALL BE
APPLIED AT THE RATE
OF 4000 LB/ACRE STRAW.
STRAW SHALL BE
ANCHORED BY TACKING
WITH ASPHALT.
NETTING OR MULCH
ANCHORING TOOL.
GRADEDND F - THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NOG EATER THAN THE ANGLE WHICH CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON
A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE
CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 21
CALENDAR DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER
ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS
SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR
LATER TO BE INUNDATED.
NARRATIVE
I. NATURE: THE PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 1.7 MILES OF 5 FEET
WIDE CONCRETE SIDEWALK. THE INSTALLATION WILL BE PRIMARILY ACCOMPLISHED WITHIN THE
RIGHT OF WAY OF EXISTING ROADWAYS (OWNED BY THE TOWN OF WAXHAW AND NCDOT), WITH THE
EXCEPTION OF A SHORTSTEEP SECTION AT MILLBRIDGE ROAD AND KENSINGTON ROAD, WHICH WILL BE
INSTALLED ON PRIVATE PROPERTY WITH PERMISSION FROM THE OWNER. THE SIDEWALK WILL BE
PLACED APPROXIMATELY 1 FOOT INSIDE OF THE RIGHT OF WAY LINE. WHILE THE MAJORITY OF THE
SIDEWALK IS OFFSET A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT, SHORT SECTIONS WERE
PLACED IMMEDIATELY AGAINST THE EDGE OF PAVEMENT WHERE NEEDED TO AVOID OBSTACLES. A
GRASS STRIP BETWEEN THE EDGE OF PAVEMENT AND THE SIDEWALK IS PROVIDED FORM OST OF THE
INSTALLATION.
11. PURPOSE: THE SIDEWALK PROJECT ENHANCES THE PEDESTRIAN CONNECTIVITY BETWEEN WAXHAW
ELEMENTARY AND ITS SURROUNDING COMMUNITY AND KENSINGTON ELEMENTARY AND ITS
SURROUNDING COMMUNITY, THE PROJECT IS INTENDED TO ENCOURAGE CHILDREN, INCLUDING
THOSE WITH DISABILITIES TO WALK, BIKE AND TRAVEL TO SCHOOL.
III. PERTINENT CONDITIONS OF SITE AND ADJACENT AREAS: SINCE THE SIDEWALK WILL BE PLACED
ADJACENT TO EXISTING ROADS, THE SIDEWALK GRADES WILL GENERALLY FOLLOW THE LONGITUDINAL
PAVEMENT GRADES, ALWAYS MAINTAINING A MAXIMUM 2% CROSS SLOPE. LONGITUDINAL GRADES
FOR THIS PROJECT VARY FROM FLAT TO 10%. DRIVEWAYS WILL BE TIED IN TO THE NEW SIDEWALK TO
REPLICATE THE EXISTING CONDITION AS MUCH AS POSSIBLE.
THE AREAS IN WHICH THE SIDEWALK WILL BE CONSTRUCTED ARETYPICALLY FREE OF WOODY
VEGETATION AND TEND TO BE LAWNS MAINTAINED BY HOMEOWNERS. THE EXISTING DRAINAGE
PATTERNS WILL BE MAINTAINED SUCH THAT AREAS RECEIVING EXISTING SHEET FLOW WILL PASS OVER
THE SIDEWALK AND WHERE CONCENTRATED FLOW 15 CROSSED BY THE SIDEWALK, SMALL DRAINAGE
STRUCTURES WILL BE INSTALLED TO MAINTAIN THAT PATH. IN GENERAL, THE SIDEWALK WILL BE
PLACED AT OR NEAR EXISTING GRADE SOTHERE WILL BE NO IMPACTTO EXISTING DRAINAGE
PATTERNS.
WHERE VERTICAL OBSTRUCTIONS EXIST IN THE RIGHT OR WAY, SUCH AS SIGNS AND POWER POLES, THE
SIDEWALK WILL BE ADJUSTED TO AVOID THE OBSTRUCTION UPON APPROVAL OF THE OWNER. OTHER
ITEMS IN THE RIGHT OF WAY, SUCH AS METER BOXES, CLEANOUTS AND MANHOLES WILL BE ADJUSTED
TO A LEVEL FLUSH WITH THE TRAVELING SURFACE OF THE SIDEWALK SO AS NOT TO IMPEDE TRAVEL OR
CAUSE OBSTRUCTION.
IV. PROPOSED EROSION AND SEDIMENTATION CONTROL MEASURES: NCDNR STANDARD EROSION
CONTROL MEASURES WILL BE IMPLEMENTED WITHIN THE NARROW RIGHTS OF WAY WHERE
APPLICABLE, INCLUDING THE FOLLOWING.
• SILT FENCING
• INLETPROTECTION
• DITCH CHECK DAMS
• SEDIMENT TU BES
• ROCK INLET SEDIMENT TRAPS
• SODDING
• GRASSING
BECAUSE THE RIGHT OF WAY IS LIMITED ALONG THE SIDEWALK ROUTE, SPECIAL LIMITATIONS ARE
PLACED ON STAGING THE WORK AND STOCKPILING EXCAVATED MATERIALS AS DESCRIBED BELOW IN
THE CONSTRUCTION SEQUENCE AND IN THE GENERAL NOTES.
V. DISTURBED AREA: THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE DRAWINGS. FOR SIMPLICITY,
THE DISTURBED ARE FOR THIS PROJECT 15 COMPUTED BY MULTIPLYING THE LENGTH OF SIDEWALK BY
TH REE TIMES TH E WIDTH AS FOLLOWS.
(LENGTH OF SIDEWALK) X (3 X WIDTH) / 43560 =AC DISTURBED.
8936FTX3X5 FT / 43560 = 3.1 AC
TOTAL DISTURBED AREA = 3.1 AC
REVISIONS:C}��
REV. NO. DATE DESCRIPTION OF REVISION
S EAL
DESIGNED BY PXVG DATE 09-07-11 324
DRAWN BY JSK DATE 09-07-11
CHECKED BY BLC DATE 09-07-11
NOTES:
1. THESE NOTES APPLY TO ALL PLAN SHEETS.
2. ASPHALT SHALL SATISFY NCDOT STANDARD SPECIFICATIONS.
3. ALL WORK WILL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS AND DESIGN.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND FEATURES
IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. ALL SURVEYING TO LAYOUT BASELINES
AND STAKE PROJECT WILL BE PROVIDED BY THE CONTRACTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING AND LAYING OUT ALL WORK IN
ACCORDANCE WITH THE PLANS. ONCE THE FORMS ARE PLACED, THE CONTRACTOR WILL
REQUEST APPROVAL PRIOR TO PLACING CONCRETE.
6. NO TREES ARE TO BE DISTURBED OR REMOVED WITHOUT THE EXPRESS APPROVAL OF THE
NCDOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING TREES
WITHIN THE PROJECTS LIMITS. THE VERTICAL GRADE MAY BE ADJUSTED TO PROTECT TREE
ROOTS PROVIDED PROPER SIDEWALK CROSS SLOPES AND DRAINAGE CAN BE MET. ENGINEERS
APPROVAL MUST BE PROVIDED PRIOR TO VERTICAL ADJUSTMENTS.
7. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLES, INLETS AND VALVE
BOXES TO BE FLUSH WITH THE NEW SIDEWALK, ALL MATERIALS SHOULD MEET THE REQUIREMENTS
OF THE SPECIFIC UTILITY OWNER.
8. ANY WORK OUTSIDE OF THE RIGHT OF WAY WILL REQUIRE A GRADING EASEMENT, THE CONTRACTOR
WILL NOT START ANY WORK IN AREAS OUTSIDE THE EXISTING RIGHT OF WAY UNLESS APPROVED
BY THE TOWN OF WAXHAW.
9. ALL STREET SIGNS TO BE RELOCATED WILL BE COORDINATED WITH THE NCDOT.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING TOPSOIL AND UNSUITABLE MATERIAL.
ANY UNSUITABLE MATERIAL WILL BE REPLACED WITH A SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH THE NCDOT SPECIFICATIONS.
11. ALL AREAS ADJACENT TO NEW SIDEWALKS ABOVE SUBGRADE WILL BE BACK FILLED WITH SUITABLE
TOP SOIL TO THE TOP OF THE SIDEWALK. (ACCOUNT FOR SETTLING) ALL DISTURBED AREAS WILL BE
SEEDED WITH A GRASS SEED MIXTURE MEETING THE NCDOT SPECIFICATIONS.
12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER DRAINAGE. ALL AREAS BETWEEN THE
SIDEWALK AND STREET SHALL DRAIN PROPERLY WITH NO LOW SPOTS OR PONDING ALLOWED. FILLING
OF THESE AREAS WITH SUITABLE TOPSOIL MAY 6E NECESSARY TO PROVIDE SUCH POSITIVE DRAINAGE.
13, CONTRACTOR'SHALL PRESSURE WASH THE INTERIOR OF ALL EXISTING STORM DRAINAGE PIPES LOCATED
INSIDE THE LIMITS OF DISTURBANCE UPON COMPLETION OF CONSTRUCTION IN THE IMMEDIATE UPSTREAM
AREA OF EACH PIPE TO REMOVE SEDIMENT.
14. WHERE CONFLICTS ARISE WITH TELEPHONE PEDESTALS. CONTACT THE PHONE COMPANY TO COORDINATE
RELOCATION OF UTILITY OUTSIDE THE LIMITS OF THE SIDEWALK. PROVIDE 30 DAYS NOTICE PRIOR TO
BEGINNING WORK IN THIS AREA. ADVISE ENGINEER FOR DIRECTION IF UTILITY CANNOT BE RELOCATED.
15. CONCRETE TO BE 3000 P.S.I. AT 28 DAYS, AIR ENTRAINED.
16. SUBGRADE SHOULD NOT CONTAIN ORGANIC MATTER OR PLASTIC CLAYS. WHEN FOUND REFER TO
NCDOT SPECIFICATIONS.
17. AREAS OF FILL ARE TO BE COMPACTED TO 95% STANDARD PROCTOR USING NCDOT CLASS III BORROW
OR BETTER. REMOVE TOPSOIL BEFORE PLACING BORROW.
18. CONTRACTOR SHALL COORDINATE WITH TOWN OF WAXHAW PERSONNEL REGARDING THE TRIMMING OF
TREE LIMBS OVERHANGING PROPOSED SIDEWALK. THE CONTRACTOR SHALL NOT TRIM ANY LIMBS
WITHOUT PRIOR APPROVAL FROM THE TOWN OF WAXHAW.
19. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO PROPERTIES THROUGHOUT CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO PROPERTY PRIOR TO ANY DRIVEWAY CLOSURES
ASSOCIATED WITH SIDEWALK INSTALLATION OR DRAINAGE RELOCATION UNLESS ALTERNATE ARRANGEMENTS
CAN BE MADE WITH THE HOMEOWNER.
20. CONTRACTOR SHALL UTILIZE TRAFFIC CONTROL DEVICES AS NECESSARY ALONG ALL NCDOT MAINTAINED
ROADWAYS. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS DIVISION 11 AND MUTCD, LATEST EDITION. CONTRACTOR SHALL SUBMIT A TRAFFIC
CONTROL PLAN TO ENGINEER FOR REVIEW PRIOR TO USE. CONTRACTOR RESPONSIBLE FOR OBTAINING ANY
ADDITIONAL TRAFFIC CONTROL PERMITS.
21. THE CONTRACTOR SHALL FURNISH AND INSTALL PEDESTRIAN CROSSING WARNING SIGNS (W11-2 WITH
W16-7P) AT ALL CROSSINGS IN ACCORDANCE WITH THE LATEST MUTCD GUIDELINES (SECTION 2C.50 AND
OTHER APPLICABLE SECTIONS) AND NCDOT STANDARDS FOR U-CHANNEL SIGN MOUNTING. FINAL
PLACEMENT TO BE APPROVED BY NCDOT PERSONNEL.
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL LIMIT DISTURBED AREA TO NO MORE THAN 1000 LF OF SIDEWALK
INSTALLATION AT ANY TIME (APPROXIMATELY 0.25 AC). ADDITIONAL AREA MAY NOT BE DISTURBED
UNTILTHE PREVIOUSLY OPEN AREA HAS BEEN FINAL GRADED AND STABILIZED.
NOTIFY TOWN OF WAXHAW 48 HOURS IN ADVANCE OF MOVING ONSITE AND HOLD
PREODNSTRUCTION CONFERENCE
1. INSTALL SILT FENCE, SEDIMENTTUBES, INLET PROTECTION AND OTHER SPECIFIED EROSION
CONTROL MEASURES AS SHOWN ON THE PLANS FOR THE SECTION OF WORK UNDER
CONSTRUCTION.
3. CLEAR AND GRUB SIDEWALK AREA.
4. REMOVE AND STORE TOPSOIL AND EXCAVATED MATERIAL TO AN OFFSITE LOCATION FOR RE -USE.
5. INSTALLSTORM DRAINAGE
6. GRADE SIDEWALK SUBGRADE AND INSTALL CONCRETE FORMS, REMOVE OR ADJUST OBSTRUCTIONS.
7. PLACE CONCRETE SIDEWALK, CURE, REMOVE FORMSAND BACKFILL.
8. INSTALL GRASSING AND SITE STABILIZATION AND MAINTAIN ALL EROSION CONTROL MEASURES.
9. REMOVE ALLTEMPORARY EROSION CONTROL MEASURES UPON APPROVAL OF STABILIZATION.
PLANS PREPARED BY
ENGINEERS
(MAO;6tmmAkM-L%�l11 PLANNERS
A♦ ECONOMISTS
i�
WilburSmith
A S S O C I A T E S
__!
BENCHMARK
DATA:
TBM i
NORTHING
EASTING
ELEVATION
DESCRIPTION
TBM #1
439,726.87
1,467,142.61
549.68'
#4 REBAR
TBM #2
439,978.05
1,467,841.35
539.75'
CAPPED REBAR
TBM #3
439.675.51
1,480,088.18
676.29'
#4 REBAR
TBM #4
429,136.33
1,476.844.64
605.37'
#4 REBAR
PLANS PREPARED FOR
SAFE ROUTES TO SCHOOL
TOWN OF WAXHAW, NC
PROJECT NO. (CLVM
SR5001AG
PROJECT NO. (WM)
104956
EMERGENCY 24-HOUR CONTACT INFORMATION
TOWN OF WAXHAW
MR. GREG MAHAR
[phone]
GENERAL NOTES
NO. 02 OF 19

i.---_
311 r-)<X0 2-
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APPLY NCDOT STANDARD - - - - - -
_f - b - - - CROSSWAA MARKINGS, PROVIDE SOD INLET PROTECTION - - - j ----_ --- -- - - /
,,z rl-
I ST�4Na4RD DRAWING jl1 ?05. 07 AROUND YARD INLET WITH SILT
_ FENCE INLET PROTECTION
ngton lDri�le 21'1
R(.S — - - — - _ -
TIEO EXISTING
W `--------- --- 1
� SIDEWALK
s STA. 8483.37
C%^1
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STA. +49�.38 I�0,5
St?. " �R .� / — -� 15 " J �I
Te LAN NQ
AL TERNA TE BID ITE 3
RIDGEHA I /EN ROAD TO I
L�
MILLBRIDGE ROAD.
ALL WORK BETWEEN �� t
STATION 1 +00 AND 8f83.
r
DO NOT INCL UDE COSTi `v FOR
THIS WORK IN BASE BID. ' 1
REV. NO
NO�E�
1. ALL SIDEWALK CENTERLINE RADII
AROUND OBS RUC7TONS SHALL BE 25'
MIN. UNLESS OTHERWISE NOTED,
2. PROVIDE PERM4NENT SEEDING INSIDE
ENTIRE LIMITS OF D/STURB'4NCE•
REVISIONS:
DATE DESCRIPTION OF REVISION
EX PA�EIIIEIVr I
20 0 10 20 40
1 inch — 20 ll..
DESIGNED BY
PXVG
DATE
09-07-11
DRAWN BY
JSK
DATE
09-07-11
CHECKED BY
BLC
DATE
09-07-11
\_�_ � -' � �.r .\ .!!l1 -- 1 r i yam•=. •:• ,,. .
•5 / r `r - --S
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p 5fa5e
till � ab _
610
II ti
h Foie Cab
plot
_ PROPOSED CONTOUR (TYP.)
r-
j "'MY/6ridr,• : Hom�t /V� p/�
S r Now or F- '�sscciot;on
� OOmmo
1 nO 3J,"'- ✓ 5.S
�h
per
Space 9 292 / P Cab p, '��'e
vo J
Fire 226 � dq Ha'rie ��'; `2--5
� or ers fsso.,
\ Cof �L/2_96�k
got s�8
1
r
LEGEND �
5' WIDE CONCRETE SIDEWALK WITH
2.OX MAX. CROSS SLOPE
ADA RAMP LANDING WITH 2.0X
MAX. SLOPE, ALL DIREC77ONS
®ADA RAMP WITH 2.0x MAX, cRoss
SLOPE, 1:12 MAX. RUNNING SLOPE
0
ogooaoo DETECTABLE WARNING DOMES
o,00000000
TYPICAL SECTION
ww
r r�u � •_ --
r-
8'YA1r1
PLANS PREPARED BY
"' 11,0101111k ENGINEERS
<I1m11 PLANNERS
LUIMB ECONOMISTS
,m»
WilburSmith
A S S O C I A T E S
--- — LIMITS OF DISTURBANCE
�.. 8" WIDE WHITE
CROSSWALK STRIPING
I —SF-•Y Sk T FENCE
w-w-w-w WATER LINE
-5 - 5 5 SEWER LINE
q ._q__;, GAS LINE
E--e--f' ELECTRIC LINE
c- -r COMMUN/CA77ON LINE
I--- RIGHT-OF-WAY
PS PERMANENT SEEDING
PLANS PREPARED FOR
SAFE ROUTES TO SCHOOL
TOVIN OF WAXHAW, NC
PROJECT NO. (CLIENT) PROJECT NO. (WM)
SR5001AG 104956
KENSINGTON ROAD SECTION
PLAN VIEW 2
NO. 04 OF 19
��IYf .r•sf
l�.,
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1
1
SEE INSET J1, THIS SHEET,
FOR CONTINUATION AND
TBM TIE—IN LOCATIONS /
.G) ADD DE7FC7ABLE WARNING
DOMES TD EXISTING SIDEWALK
AT EDGE OF PAVEMENT
APPLY NCDOT STANDARD
CROSSWALK MARKINGS
o STANDARD DRAWING if 1205.07
START CONSMUC770N
o STA. 21.1r00
�7 /L,
v
r • • a o �� a PROPOSED CONTOUR (TYP.) ;;
S d e W p c
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mw
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it
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r krt�' — ~-;- _ —
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7
25� DD --
�,,:�� ��- � �27
�_,re11
-
PLACE ROCK INLET WEIR -- Old �d/axh a w — Mo n r-o e Road (s R./ 1110-
-- ` AROUND PIPE INLET
r-
- -- — — — — — _ EXIS77NO STORM DRAINAGE PIPE TO - -
- - - - - - - - - - - - - - - - - Riw — - - -
p L
G
r6to
one
I9 —
G- L
o a -
-h % / _OLD WAXHAW-MONROE RD.
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1
—
" Ic
rr Ci.�1
! 1 a
c
a
a c'o "
INSET #1
z SCALE.- 1 " = 20'
REVISIONS:
REV. NO. DATE DESCRIPTION OF REVISION
a Pw�lrr I
1 �
20 0 10 20 40
1 inch 20 EL.
DESIGNED BY PXVG DATE 09-07-11
DRAWN BY JSK DATE 09-07-11
CHECKED BY BLC DATE 09-07-11
REMAIN /N PLACE AND IN SERVICE — —
\ THROUGHOUT CONSTRUCTION (TYP)
r
-- - - - - - T—
p U
lj
/
r r
R/11
' r (WNJ
OR►
FE f 114 ►/E `
SUBMW
TYPICAL SECTION
• ,G,Cjr.� r �i
c FA L
32.1
PLANS PREPARED BY
ENGINEERS
PLANNERS
ECONOMISTS
Wi l bu rSm it h
A S S O C I A T E S
NO
1. ALL SIDEWALK CENTERLINE RADII
AROUND OBSTRUCTIONS SHALL BE 25'
MIN. UNLESS OTHERWISE N07FD.
2. PROKDE PERMANENT SEEDING INSIDE
EN77RE LIMITS OF DIVURBWEL
PLANS PREPARED FOR
SAFE ROUTES TO SCHOOL
TOWN OF WAXHAW, NC
PROJECT NO. (CLIEMj PROJECT NO. (1MSA)
SR5001AG 104956
5' WIDE CONCRETE SIDEWALK WITH
2 OX MAX. CROSS SLOPE
p
oaogog0000
DEMICTABLE WARNING DOMES
pOOOpppp
— — —
LIMITS OF D/SR)RO ANCE
8" WIDE WHITE
CROSSWALK STRIPING
—SF—
SILT FENCE
---W
WATER LINE
- - -
SEWER LINE
--�--g
CAS UNE
ELECTRIC LINE
-- --
COMMUNICABON LINE
— - —
RIGHT—OF—WAY
PS
PERMANENT SEEDING
WAXHAW MONROE ROAD SECTION
PLAN VIEW 1
NO. 06 OF 19
,T.W -F T�iY, ... .. 't i.. ...iT7TiT:�-7t�-F rr T�IZTr=ems c.:s:szc: r.r. L-r
S^,
}•h"

} r T t- I T. Y i_._._t 1 t 7 4 -� Ti
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io i V

+
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i
North
1
CONTRACTOR SHALL RELOCATE, AT THE DIREV70N 1
1 poi f'or 40'
J /� J OF THE PROPERTY OWNERS, THE (2) 7" CREPE I 1
,
MYRTLES AND (1) 5' PAMPAS GRASS. I �
7
qj
�p �8/ C,09C DecY y "o /may" /7C�`�� =✓,� �'`""' c:'�k �r� p°J'
/.,. � 39 'e/;) hones; - _ � �k `'e i �•�>�1
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p 0
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J4 +po
13
r 1 , 687 - - h ' � ' '' �Id waxhaw—Monroe Road 1
(s R. 1111) 1 n1
Z
_--------------
-- PROPOSED CONTOUR (iYP.) �-- � PLACE ROCK INLET WEIR
AROUND PIPE INLET I REMOVE AND SALVAGE EXISTING 15" RCP. RELAY ( }
PIPE AS SHOWN. INV&TS Tiff MATCH EXIST]NG.
1 _ _ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -�l - - - - - - - - - - - - - - - - - 41 -
�l EXISTING STORM DRAINAGE PIPE TO
REMAIN IN PLACE AND IN SER14CE �
1 „ THROUGHOUT CONSTRUCTION 0-YP) �
".
1
1 L
\\ O
C
I
1 f
1 I
+
1 I�
L r
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2.O
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X MAX. CROSS SLOPE
f� s�z�6 merry' p'kor
DETECTABLE WARNING DOMES
• / X oPOOO
`o
LIMITS OF DISTURBANCE
V� *z40
B WIDE WHITE
Y� `y : y- '1�� r --- CROSSWALK STRIPING
_- - - � _ TOWN � �� � � � � � � r r�wwu ,--
--- ---==— —J �g v ., -
-- —SF— SILT FENCE
QQ — _ LIMIT —
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685 - r�P
EX Pavaarr 1��- �[oe�
unE
—,, .
� � - � armed � �nrfe Lines "`�h � `' a -iu WATER LINE
1 Lou = W Lines
(/JYA�SfLiaED
SUBMIX
--s SEWER LINE
END CONSTRUCRON TYPICAL SECTION
GAS LINE
1 _ STA. 404-12.40
_ --- +a„ ELECTRIC LINE
- COMMUNIC4 T/ON LINE
1 1. ALL SIDEWALK CENT SAINE RADII
1 AROUND OBSTRUCTIONS SHALL BE 25' — - — RIGHT-OF-WAY
MIN. UNLESS OTHERWISE NOTED.
I
2. PROVIDE PERMANENTSEEDING INSIDE PS PERMANENT SEEDING
ENTIRE LIMITS OF DIS7MANCE.
``1���111sllsr'�!rh
CARO
REVISIONS: 20 0 10 20 40 \�� to , 'vFGss;�; , 9
QF PLANS PREPARED BY 'LANS PREPARED FOR
REV. NO. DATE DESCRIPTION OF REVISION
S E A.L
1 inch - 20 r�. 3.24La3 iii i ENGINEERS NERS SAFE FOUTES TO SCHOOL WAXHAW MONROE ROAD SECTION
-�;'\- ���u� ECONOMISTS TON OF WAXHAW, NC _
DESIGNED BY PXVG DATE 09-07-11 ���jF,�P�`\� PLAN VIEW 3
DRAWN BY JSK DATE 09-07-11 Wi I burSm it h
PROJECT N0. (CLIENT) PROJECT NO. (W3Aj
�� /� !� A S S O C E A T E S
CHECKED BY BLC DATE 09-a7-11 [ ! S R5001 AG 104956 NO08 OF 9
SI
• i � - 1 r � � 1 J I 'Y � � � I Str-I . r � � . 1 L � . ' j - r � �.: r ,? (r�
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PROPOSED CONTOUR (iYP.) !"1�
� m \ 4 — - { —
— — --�—-----..� — — — —
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_ - S- SF
F !
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64
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- 64 + 00 �J
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r _ Sh aron DrI ve
PCs
1 � LU
o
EXISTING STORM DRAINAGE PIPE TO REMOVE AND SALVAGE EXISTING 12" RCP. RELAY
J REMAIN IN PLACE AND IN SEROCE PIPE AS SHOWN. INVERTS TO MATCH EXISTING. TT�
1 THROUGHOUT CONSTRUCTION (TYP) 1
v1---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_1
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C
1 �o 6J
y J 6 5 WIDE CONCRETE SIDEWALK WITH
2.OX MAX. CROSS SLOPE
DETECTABLE WARNING DOMES
O°O°Oo4°O
LIMITS OF'DISTURBANCE
END CONSTRUCTION vacs r IM
_ - 8 WIDE WHITE
STA. 66+44.82 _ i "
66
CROSSWALK STRIPING
lix,--sF— SILT FENCE
suagAw
ti y WA7E'R LINE
TYPICAL SECTION
f 3-
SEWER LI NE
_ _ GAS UNE
E _ - ELECTRIC LINE
1
f - COMMUNICATION LINE
1 NOTES•
1. ALL SIDEWALK CENTERLINE RADII
I AROUND OBST ?11077ONS SHALL BE 25' — - — RIGHT -OF --WAY
MIN. UNLESS OTtIERWISE NOTED.
2. PROWDE PER9 4NEIVT SEEDING INSIDE
EN77RE LIMITS OF DIS7IlRH4NCE. PS PERMANENT SEEDING
t411?tE1?7:i;tr
20 0 10 20 40 �t� n�✓� i,;
`. �Q*,,.• _S4r„ PLANS PREPARED BY PLANS PREPARED FOR
REV. NO. DATE DESCRIPTION OF REVISION ��
Q i ` = ��a� ENGINEERS SAFE ROUTES TO SCHOOL SHARON D
l inch - �� r�. = SEAS RIVE SECTION
t Iz•a1� PLANNERS
DESIGNED BY PXVG DATE 09-07-11 ' ■t1�11 ECONOMISTS
TOWN OF WAXHAW, NC PLAN VIEW 4
DRAWN BY JSK DATE 09-07-11
' WilburSmith
PROJECT NO. (CLIEMj PROJECT NO. (wsA) N0. OF
11J�1�"j1`,1A S S O C I A T E S
CHECKED BY BLC DATE 09-07-11 -�-!/ SR5001AG 104956 12 19
_ -- - -- - 7i7 ,+ i�r7r •,1 i M !°� �, l;r �r t' Y ,T i1 {��t' y Tc E t i -t• ry �`i •. F� _ _
t�!�rl

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L
I
i
3 0
Arb
Drive
30
41
�.,�ox x
CONSTRUCAON I • / / � n
7+00
cob
APPLY NCDOT STANDARD r
CROSSWALK MARKINGS, Pe°
STANDARD DRAWING ,/1205.07
/ P
�j
i
N01L�5
1. ALL SIDEWALK CENTERLINE RADII
AROUND O8S7RUC770N5 SHALL BE 25'
MIN. UNLESS OTHERWISE NO7ED
2. PROKDE PERMANENT SEEDING INSIDE
£N77RE UUMS OF DISTURBANCE.
REVISIONS:
REV. NO. DATE DESCRIPTION OF REVISION
/ \
X
15 95 EXIS77NG
� A , SIDEWALK / � � � \ , A START CONS7RUC770N
77E 7 IS77NG / / i' i i \ STA. 69+00
SIDEWALK
APPLY NCDOT STANDARD
j c
CROSSWALK AlARK/NGS,
\ - STANDARD DRAWING /•1205.07
\
��� -
� RETAIN
EXISTING /��. - �� r
�/ / °
/ ..j,
F
/
x�
20 0 10 20 40
1 inch - 20 ft.
DESIGNED BY PXVG DATE 09-07-11
DRAWN BY JSK DATE 09-07-11
CHECKED BY BLC DATE 09-07-11
Rnv
g� r a"u
r Lim
12
1/2 r
�'� uNarsn�o
suasR�aE
0
TYPICAL SECTION
PLANS PREPARED BY
ramdhm�lh'
ENGINEERS
PLANNERS
N CONOMISTS
'w3w/
WilburSmith
A S S O C I A T E S
LGN
WIDE CONCRE7E SIDEWALK WITH
Eil5'
2.OX MAX. CROSS SLOPE
000000aoog
°�°�°�°�°�
DETECTABLE WARNING DOMES
e�o�o�o�o�
— — —
LIMITS OF DISTURBANCE
8" WIDE WHITE
CROSSWALK S7RIPING
—SF—
SILT FENCE
-w-w-�
WATER LINE
SEWER UNE
--o- o
GAS LINE
--P--e
ELECTRIC LINE
--
COMMUNICATION LINE
— - —
RIGHT-OF-WAY
PS
PERMANENT SEEDING
PLANS PREPARED FOR
SAFE ROUTES TO SCHOOL
TOWN OF WAXHAW, NC
PROJECT NO. (CLIENT) PROJECT NO. MM)
S R5001 AG 104956
1
CONTOUR aW.)
CEMETERY ROAD SECTION
PLAN VIEW 1
NO. 13 OF 19

Z
SAWCUT EXISTING PAVEMENT TO PROWDE SMOOTH EDGE
FOR PROPOSED SIDEWALK WHERE SIDEWALK ABUTS ROADWAY
-
Ve/) ve�rt
tery m e
a.
&PS
Arbor
I�
LLj
77
r— cy�re.ti> X,-�_—
uj
1� • _ /nrrt S1 �, �� �e! i�� r,�� � /1
M ADJUST MANHOLE RIM
�' _'`► 7� �e ELEVATION TO MATCH
- _�" 44 2-1 rr, FLUSH WITH SIDEWALK ,
�.:... \ $ g — vvo�S 1 �f' CONTRACTOR SHALL REMOI�E
jge
�1 4 SF — ` 4~ ! ! i���, -60� r . ;�--< - .: r � BOTH ROWS OF CYPRESS TREES
00
tt.I- ff— — PROPOSED
�` Ps colVTOUR (rrP)
� �
r'rree
REMOVE AND SALVAGE
- `-�1 1i � � 9•%e -' �� 70'Tie� 7r� fdGF
EXIS77NG 15 0 CUP.
RELAY PIPE AS SHOWN. n,s- 001� -1
_ = f woods a INVERTS TO MATCH rNayv ; ? ti
— � 2 ZfJor 1 � - FOr;per/--) _ > � , G, � V
d� foaricl `7 g yj
�, EXISTING. ek j2
I f coiner. I
� �r°n Rod Mound � 'ei ICI l�
EXTEND 12" CUP JS LF
cokr�,,.
PLACE ROCK INLET WEIR 1A(V 66Z 14
����' ar Far,,,
AROUND PIPE INLET Deed r/
�k e�y�14
Y 1
I � 1
DEMOLISH EXIS77NG SIDEWALK LEGEND
77E TO EXISTING SIDEWALK l i 1 1, (APPROX. 22 LF
oO4a 5' WIDE CONCRETE SIDEWALK WITH
2.OX MAX. CROSS SLOPE
I� PROPOSED EDGE OF PAVEMENT.
� � I 00000,0000
4-1 x I 1 I ogogo4000a DETECTABLE WARNING DOMES
ooa,ao
PROPOSED SIDEWALK 77E—IN
REALIGNMENT (J3 LF) — — — LIMITS OF D/STURBMCE
DEMOLISH PAVEMENT TO
PROPOSED EDP LINE, BACKPLL,
GRADE TO DRAIN, AND VEGETATE.
EXTEND EXISTING CROSSWALK. STRIPE SPACING, WIDTH, 8 WIDE WHITE
COLOR, AND MATERIAL TO MATCH EXIS77NG. CROSSWALK CROSSWALK STRIPING
— — - I STRIPING SHALL MEET REQUIREMENTS OF NCOOT
I avF r�od ut;,r}: n - — — ! - -- --- — _ HIGH —VISIBILITY CROSSWALK, STANDARD DRAWING 11205.07 RM
—SF— SILT FENCE
�J END CONS7RUC770AI — - - -- - —
STA. 77f97.29
sch00/ sswalk ADD DETECTABLE WARNING DOMES
w-w-W W WATER LINE
70 EXIS77NG SIDEWALK AT EDGE OF
76 a
o , 0 l 1 PAVEMENT (i'YP) g� r (AII VARM y r
r r — gJy�xt _ SEWER LINE
I •• JMs ,
vfr
,., ` 71E I , APPLY NCDOT STANDARD — 114 � GAS LINE
�- t� CROSSWALK MARKINGS EX P�'� v� —�
EXISTING Q STANDARD DRAWING ,1205 07 amunSIDEWALK
-
,` _
SUBWZ W ELECTRIC LINE
1 l TYPICAL PI AL SECTION - COMMUN/Cr4770N LINE
7
4 c`
l I RIGHT—OF—WAY
ti I
L
; PERMANENT SEEDING
w j
Pd 9� r o rJ�f 0Os n'
\ \ 6 Q)
S,
1 Q NOTES:`
\ 1. ALL SIDEWALK CENTERLINE RADII
y AROUND OBSTRUCTIONS SHALL BE 25'
MIN. UNLESS OTHERWISE NOTED.
2. PROVIDE PE7?M4NENT SEEDING INSIDE
ENTIRE LIMITS OF DISTURBANCE. _
REVISIONS: z0 0 10 z0 40 �`,�` �N Cp,�! �''
PLANS PREPARED BY PLANS PREPARED FOR
REV. NO. DATE DESCRIPTION OF REVISION
1 inch — 20 ft. � � S4L � tit ` ENGINEERS
PLANNERS SAFE ROUTES TO SCHOOL CEMETERY ROAD SECTION
3.2:63 tub ECONOMISTS TOVVN OF WAXHAW, NC PLAN VIEW_2
DESIGNED BY PXVG DATE 09-07-11 _ ;
DRAWN BY JSK DATE 09-07-11 Wi I
b u r S m i t h
SON .x.v . GP�� \ s 0 c I A T E S PROJECT NO. (CLIE" PROJECT NO- (WSA)
CHECKED BY BLC DATE 09-07-11 rr,'r;,,t4�-, i SR5001AG 104956 N0. 14 OF 19
7 j r
i..; , ! r 0
yr-n w„+• ,

1iJ 3 `/ (J C16Z
EXISTING WCR
TO REMAIN
�a}
START CONSTRUCTION ��oo
STA. 79+00. � V�
of
�0° a
(Q APPLY NCDOT STANDARD
CROSSWALK MARKINGS
y
1p /
V. r• o
IT
TYPICAL SECTION FOR MCCAI N STREET
5&f a
SAWCUT EXIS771VG PAVEMENT TO PROVIDE SMOOTH EDGE //erg
°r P g All
FOR PROPOSED SIDEWALK WHERE SIDEWALK ABUTS Ra4DWAY
f r
lvozm
1. ALL SIDEWALK CENTERLINE RADII
AROUND OBSTRUCTIONS SHALL BE 25'
MIN. UNLESS OTHERWISE NOTED.
2. PROVIDE PERMANENT SEEDING INSIDE
ENTIRE LIMITS OF DISTURBANCE.
fi4V
�vr r m
sowqx
SLOPE- LOWr 1/2
UMQISTU
AL TERN, TE BID ITEM 2 TYPICAL SECTION FOR ARBOR DRIVE
Q) o MCCAIN STREET
ALL WORK BETWEEN
STATION 79+00 AND 81+00
DO NOT INCLUDE COST FOR
THIS WORK IN BASE BID.
Q�
Q
� I at`�h��5°e0�50
c �� y v { ''• �. � 1 ' PLACE ROCK INLET WE/R I
AROUND PIPE INLET � STABILIZED/STIIRBED AREAS WITHIN 30'OF CREEKS WITH
TEMPORARY EROSION CONTROL
MATTING IMMEDIATELY AFTER
FINAL GRADING AND SEEDING,
�tia� AND AT ANY 77ME THAT
APPLY NCDOT STANDARD }
OQ eel o CROSSWALK MARKINGS, 1 tone o RAINFALL IS EXPECTED
STANDARD DRAWING SAWCUT EXIS77NG PAVEMENT 70 PROVIDE SMOOTH EDGE DURING CONSTRUCTION.
1 A —
#1205.07 FOR PROPOSED SIDEWALK WHERE SIDEWALK ABUTS ROi4DW4Y
5' WIDE CONCRETE SIDEWALK WITH
2.OX MAX. CROSS SLOPE
a°o°a°Oa0°
DETECTABLE WARNING DOMES
a o a o a
oaooaa°aa°
-- - -
LIMITS OF DIS7 URQANCE
8" WIDE WHITE
CROSSWALK STRIPING
—SF—
SIL T FENCE
lv-W w w
WATER LINE
-� -
SEWER LINE
v----
GAS LINE
e- -
ELECTRIC LINE
--� --�
COMMUNIC477ON LINE
— - —
RIGHT-OF-WAY
PS
PERMANENT SEEDING
1
1
REMOVE AND SALVAGE EXISTING 12 CUP. RELAY 1
PIPE AS SHOWN. INVERTS TO MATCH EXISTING.
t.
co
G
' REMOVE EXIS77NG 72
y` HDPF1CMP PIPE ��o J'
1 U
PLACE ROCK INLET WEIR
1
AROUND PIPE INLET
On
c
• F L } . it V.. �! — — — — T'YS — . 3 y' ..7 —'] _ Y 4 � 17
NCDOT JUNCTION BOX - -
!'
1. .
li . t • •f�•
CONNECT EXISTING AND age or vsi'o t� �. F = _
SF
PROPOSED PIPES TO BOX. / �`' Q� �e�! �v odes s 1 P SF �F— _ •�:� _ ;1- - _- - _
�......r'•�Q
00
- 84 0 U
C(/
A
PROPOSED BEND's, (l)
CONTOUR (TYP.) °. �t° ��" o �' �t' M LF 12 CUP
INV. IN -- 619.77
fNV. OUT= 615.0
�`• ��o �. of Q �� � i � .e ; o �,� `� ���.�
B9f S
Q� TA. 37.85
qj
e rto N.o
ALTERNATE /D ITEM �L1
" tr, o° e� �u ���d � �Q d
88 LF 18 CUP P° 50 d 1 / r
z \o �� o / , ,�� vs Q �G, ; � I,o 17E PROPOSED GRADE TO
�e IN IN = 638.17 (MATCH EX.) �� o ( /) F -� EXISTING GROUND PRIOR
} INV. DUT- 629.90 ° '
TO PIPE HEADWALL. ARBOR DRIVE� fy .c� � ka L � /
14 LF 18" CUP CONNECT PIPE 70 EXISTING 18" CMP
INV. IN � 641.41 , ;> � ,� ���/ � � � � Q , ALL WORK BETWEEN �
INV. our= 640.15 (MArcH EX.) = � �,t o STATION 81 f00 AND 9 I -f-54
DO NOT INCLUDE COST FOR
CONNECT PIPE 710 EXIS77NG 18 CMP
1
THIS WORK IN BASE BID.
g17-Z f
/Sod 19
REVISIONS: - zo o �o zo as \\�.�``Q�H K p�/ %�f PLANS PREPARED BY
REV. N0. DATE DESCRIPTION OF REVISION �a0�F �s s,' ,�'q PLANS PREPARED FOR
«len 20 rL. PLGI NEEERS RS SAFE ROUTES TO SCHOOL ARBOR ROAD SECTION
DESIGNED BY PXVG DATE 09-07-11 = `�2�°' _ ��\�11 ECONOMISTS
�`, TOWN OF WAXHAW, NC PLAN VIEW 1
DRAWN BY .ASK DATE 09-07-11 -.F�"y':Wi I bu r S m i t h
',i��SQt'� X ,�" • G���```A 5 5 o C I A T E 5 PROJECT NO. (CLIENT] PROJECT NO. (VM)
CHECKED BY BLC DATE 09-07-11 1-11 SR5001AG 104956 NO. 15 OF 19
1 I. r • t r I 1 F a r• •! " + I

� t � f} I Ii 11 i r } I.r r I,� - ---•• _..-^I - ,� rr ,rT..- _ - - ___.. ..
4. .41

..1. i.l 4_ii.s....r 1.. .r, l.!rii •.... 1.. .!.Sr -'I1. I$ l4l�il:''�51.3 L>.L.. �•_-s. L': t.l
EX. ROADWAY
NOTES: EX. DRIVEWAY
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND
FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE DETAILS.
2, OBTAIN 7" ODNTRAST VISIBILITY WITH ADJOINING SURFACE,
EITHER LIGHT -ON -DARK, OR PARK -ON -LIGHT SEQUENCE
COVERING THE ENTIRE RAMP. 5.0' a
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND I _ - I i SIDEWALK
RAMP WIDTH AREA IS VARIABLE 4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
THIS SECTION OF SIDEWALK oT 5'0
PLACE A GROOVE JOINT I" DEEP WITH 1 b" RADII TO BE 61' THICK r
Q (a @ IN THE CONCRETE SIDEWALK AT 5' INTERVALS. PLAN
BASE RWOM ONE 1,42" EXPANSION JOINT WILL BE REQUIRED AT 50'
F 0.45OR TO 0.70"R INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
4 WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. MAX 12% GRADE CHANGE CONCRETE OR S9.5B ASPHALT TRANSITION
TOP. (DIAMETER .OF NO LE,SR.
U _ � 6 Ta m SEE STD. DYI 848.05 FOR WHEELCHAIR RAMP LOCATION CONCRETE OR S MAX 12�PHALT GRADECHANGE
TRANSITION TYP) IVEWAY
Q �R QFT'HEIE REQUIREMENTS AND CONSTRUCTION GUIDELINES. C EX. DR
— SIDEWALK
4"J @ @ It" RAD
SURFACE OF
SIDEWALK
JOINT SEALER PROFILE
0.90TO 116"T� DRIVEWAY GRADING
Ile
JOINT WIDTH_ JOINT FILLER NOTES.
�. P. Q. ➢. 0 p• 4, p,
T =SIDEWALK THICKNESS 1. WHEN THE SIDEWALK CROSSES AN EXISTING ASPHALT DRIVE, THE ASPHALT IS TO BE SAWED AND REMOVED 1FROM THE EDGE OF THE SIDEWALK.
v ' PRECAST
CONCRETE TRANSVERSE EXPANSION JOINT 2. THE SIDEWALK IN THE DRIVE AND 5' BEYOND THE EDGE OF THE DRIVE WILL CONSIST OF 6" THICK CONCRETE.
DETECTABLE WARNING DOMES IN SIDEWALK 3. ONCE THE CONCRETE HAS CURED FOR A MINIMUM OF 14 DAYS THE CONTRACTOR SHALL PLACE 59.513 ASPHALT SURFACE COARSE TO SMOOTH VERTICAL TRANSITION TO THE EXISTING DRIVEWAY.
4. WHEN THE SIDEWALK CROSSES AN EXISTING CONCRETE DRIVE, THE CONCRETE IS TO BE SAWED AND REMOVED AT THE EXISTING JOINT NEAREST THE NECESSARY LIMITS OF GRADING.
NOTE: DETECTABLE WARNING DOMES AT EXISTING CURB RAMPS SHALL BE 2,x4' REDIMAT 5. PORTLAND CEMENT CONCRETE PAVEMENT, IN ACCORDANCE WITH NCDOT SPECIFICATIONS, SHALL BE USED TO TRANSITION THE EXISTING CONCRETE DRIVEWAY TO THE CONCRETE SIDEWALK.
(BLACK) OR OTHER APPROVED DRY BONDED, SURFACE APPLIED PRODUCT. 5. THE ASPHALT AND CONCRETE TRANSITIONS SHALL BE 6" THICK FOR RESIDENTIAL DRIVES AND 8" THICK FOR COMMERCIAL DRIVES,
4. THE MAXIMUM CHANGE IN SLOPE BETWEEN EITHER THE EXISTING DRIVEWAY TO REMAIN AND THE TRANSITION AREA OR THE TRANSITION AREA AND THE CONCRETE SIDEWALK SHALL BE 12%.
6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO THE SIDEWALK DURING THE LAYING OF THE ASPHALT OR CONCRETE TRANSITION AREAS.
7. FOR GRAVEL DRIVES THE EXISTING GRAVEL MAY BE REMOVED INSIDE THE LIMITS OF WORK AND REPLACED IN ACCORDANCE WITH THE SLOPE AND GRADE REQUIREMENTS NOTED ABOVE.
20'-0rr MIN, DRIVE PIPE
VAR. VARIABLE FROM 12'-0" TO 16'-0" VAR. VAR.
WIDTH WIDTH
/ l
VAR. SLOPE / VAR. SLOPE I
PROPOSED PIPE I
DRIVEWAY TYPICAL SECTION OUTSIDE DIAMETER
I
VARIABLE W-O" SHOWN) 12" PROPOSED rBLEND INTERSECTING
SLOPES
trtN• ' DRIVE
IN ND INTERSECTING I
SLOPES
STEP WIDTHLL
CONNECTION TO
UPPER SIDEWALK
SHOULDER
, POINT SHOULDER
6 I i
POINT-
u
(
*.ADD EXTEKSIQN
IF NECESSARY
BLEND INTERSECTING I
i� X
SLOPES
LL
T PROP. PIPE i
TAPER
SEE NOTE 1.
GRQUND Ll E
# .. -,� �, SEE NOTE 1 . --
�r r* .i. '' �;•►'..�•4'1.+ ;`; (VARIABLE V SLOPE
Tlli�ftf=//� ff�= SLOPE�LE SLOPE --
CONNECTION TO � -- -- -- -
ISOMIETRIC OF END PIPE TREATMENT
LOWER SIDEWALK SIDE ELEVATION USE AT LOCATIONS AS DIRECTED BY THE ENGINEER
SIDEWALK/ROAD AT TOP PLAN
FRONT ELEVATION OF STAIR GENERAL NOTES: PL DITCH PROPOSED DRIVEWAY
I ��--�— FINISH GRADE
ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER __
ENGINEERING JUDGEMENT DUST BE USED IN DETERMINING DRIVEWAY PROP. PIPE
STAIR AND H A N D R A I L I N G LOCATIONS, WIDTH$, AND PIPE LENGTHS. �qq, .� S4apE
slaps w'
FACTORS SUCH AS VEHICLE TURNING, RADIUS, TRAFFIC VOLUMES, > x
DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT,
PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING
DRIVEWAY WIDTH$.
NOTE. ,•.
1. THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSED DITCH. SECTION X-X
END PIPE TREATMENT F n17-&-t-
REVISIONS: ✓ PLANS PREPARED BY
REV. NO. DATE DESCRIPTION OF REVISION NOT TO SCALE Q cF �S�r, , q PLANS PREPARED FOR
S '- MO1'S `U ENGINEERS SAFE ROUTES TO SCHOOL STANDARD DETAILS 1
PLANNERS
DESIGNED BY PXVG DATE 09-07-11 "�J ECONOMIS TOWN OF WAXHAW, NC
- TS
DRAWN BY JSK DATE 09-07-11 WilburSmith ��''l�,9�DP X,V • �?��``
A S S 0 C I A T E s PROJECT NO.(CLIEIYn PROJECTNO.(W3A)
CHECKED BY BLC DATE 09-07-11 SR5001AG 104956 NO. 17 of 19
p, _ _`.-. ,rin r . w,i ��k, %]✓w .�1l.f _ �:a s,.... 11 i . .. .. I.L ;1i ,`�..i 1 T—>t z! S
.! 1 n, e � . ,'� `fir l:r�.!, . ! r �I. rl li'�III,L� .r r.y �1'1. !',N. f�'. 1a4T•� :tC),1 ��,�M7'.
' 1 't ! ti 1k � '`I 1 •r' r! ( i'#, �1 �I'� � 1} - a �I +�i t _
.. � I 'i Ii �. '!'i I S ! .�i � 5r,� '.'� � �11��1i .. !�I. �;. !'. 1'. ..!'. �S'•I 'n.

- - .. ..... _ _. - _i 1:F__.. i•: s,y :1_C ii _.. 1 r'i ir.:1� � �� __. l �. a. � � `_l:_u__'s`t.i t5 !��f1! SFt_.
GENERAL NOTES:
Y MORTAR JOINTS THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
f USE #4 BAR DOWELS AT 12" CENTERS.
8' MAX WITH WIRE — Installation 1. The base of both end posts should be fa least one foot higher than the � � DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
6' MAX. . WITH
WIRE middle of €cacti• Cheek with a level €necessary. PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH WITH STEPS 12"
� Specifications �
2. Install posts 4 feet apart iri critical areas and 5 ,feet apart on standard ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
applications. - — — — — — USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
-- MIDDLE AND VERTICAL WIRES 3. Install posts- 2 feet sleep on the dowmtroam side of the silt fence, and �
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
SHALT. BE 12112 GAUGE MIN. as close as passible to the fabric, em.bhng posts to support the fabric from IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
upstream water .pressure. AS SHOWN ON STD. NO. 840.00.
4. Install posts with the nipples facing away from the silt fabric, FOR 8' - 0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8' -0" IN HEIGHT, USE
TOP AND BOTTOM STRAND 12" WALL TO 6' - 0" FROM TOP OF WALL AND. 8" WALL FOR THE REMAINING
SHALL BE 10 GAUGE MIN . �. Attach the fabric to .each. post with Three ties, all spaced within the top 8 I B r ^O ,r
QUANTITES TO BE ADJUSTED ACCORDINGLY.
inches of the fabric. Attach each tie diagonally 45 degrees .through the fabric,
with each punch at least l inch vertically apart. Also, each: tie should be YCONSTRUCT WITH PIPE CROWNS MATCHING.
positioned to bang on a post ruppie when tightened to prevent sagging. N LOCATIONS ONS SUBJECT TO
©© DO NOT USE BRICK MASONRY DROP INLET I OC S
' 6. Wrap approximately 6 inches of fabric around the end posts and secure PLAN
_ with 3 tes. TRAFFIC
i
-- WITH COPING REMOVED
WIRE - FILTER FABRIC 7. No mare 1han. 24 inches of a 36 inch fabric. is allowed above ground CHAMFER ALL EXPOSED CORNERS 1 ".
level. DRAWING NOT TO SCALE.
8. The installation should be checkked and aorrectedfor any deviations before
compaction. BRICK COPING ( INCIDENTAL)
NOTES 9. Compaction is vitally importaut for effective results. Compact ibe soil TOP ELEVATION
USE WIRE A MINIMUM OF 32" FILTER FABRIC - ___ immediately next to the silt fence fabric With. the frcnat wheel of the tractor, - STD. 840.16
IN WIDTH AND WITH A MINIMUM skid sheer, or roller exerfmg at least 60 pounds per square. inch. Conq)wt the `1 FRAME AND GRATE
OF 6 LINE WIRES WITH 12" STAY COMPACTED FILL—, upstream side first, and den each side twice for a fatal of 4 trips.
SPACING.
USE FILTER FABRIC A MINIMUM Maintenance Inspect sedi=ntfencesatlewtonce a week, and after each rai .fall- Make any
OF 36" IN WIDTH AND FASTEN _ _ _ required repairs irnrned ately,
$ �, A 8 rr
ADEQUATELY TO THE WIRE AS — --- --.... 7,7T T $" B 8"
DIRECTED BY THE ENGINEER. — j —J_ I , Should the fabric of a sediment fence collapse, tear, decompose or become
PROVIDE 5'-0" STEEL POST OF THE �— 8"
uaeR' ctzx ,rplacextgroz promptly.
SELF -FASTENER ANGLE STEEL TYPE. _
ANGLE STEEL TYPE. � - Remove sedirrteat deposits as necessary to provide adequate storage volurne
i\ STEEL POST 2' - 0" DEPTH for.the nit .rain and to reduce pimsure oa the free. Take care to avoid
undenmuing the .fence during cleauaut.
- - - -' SEE NOTE
Remove all fencing materials and unstable sediment deposits and bring the
�
EXTENSION OF FABRIC AND area to grade and stabilize it after the .contributing drainage area has been
WIRE INTOTRENCH#4 BAR
properly stabilized
3„ -
MX. PIPE THIS SIDE - IS" c0 N
SILT FENCE SECTION XmX SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS. OF BOX &.PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT .
TOTAL BRICK.
MASONRY FOR
MIN. HEI(#IT, H
C . S .
R . C .
1 .2 F1
3"— O I7
/►
— 0 R►
21
}ry }'�
L' — U'►
] �B
0.268
0 . 268
0.313
0.522
0,020
0.032
i St'
2' -.3"
0.268
0.313
0.600
0.031
0.047
1811
2'-6"
0.268
0.31-
0.678
0.044
0.065
24"
3'-0"
0.268
0.313
0.835
0.0.78
0.113
SOrC
3r_O►r
21-Orr
3►-6rr
0.268
0.313
0.991
0.122
0.170
s
DOWEL
TEMP. STONE�
DITCH CHECK DROP I N LET
NOTES:
USE CLASS S' EROSION CONTROL STONE FOR TOP OF FILL
—EDGE OF P"EMENT STRUCTURAL STONE.
Ae THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS THAN
STRUCTURAL STONE ONE (1) ACME DRAINAGE AREA AND A DITCH
SAM GLADE LESS THAN 3%.
SLOPE:
USE NO. 5 OR NO, 57 STONE FOR SEDIMENT OUNO LINE H
CONTROL. PLACE SEDIMENT CONTROL STONE
ISOMETRIC VIEW AS DIRECTED BY THE ENGINEER,
r NATURAL GROUND
itl �� art
—1 MIN.
r i rr T fit
CROSS SECTION
VEE DITCH O.D.
O.D.124 MIN.
BASE OF HITCH
1' MIN. 1IATURAL GROUNO 1211x�ENT —12" MIN. NOT LESS THAN 3fr
D. + 4'
FTRAP
A \
FLfIYY- NORMAL EARTH FOUNDATION
r I I OPTIONAL TYPE "BF?.*; � j�
SILT BASIN.'
CROSS SECTION _ _ _ _ _ _ =�. 12" THICK SEDIMENT
TRAPEZOIt AL DITCH OoNTRaL STONE
C
_ ELEVATION VIEW
TYPICAL PIPE TRENCH
ROCK CHECK DAM
REVISIONS: C A ,
PLANS PREPARED BY
��` 0� •' � � ;; •�!�1✓ '' PLANS PREPARED FOR
NOT TO SCALE �''''°F^'�� ''q
REV. NO. DATE DESCRIPTION OF REVISION r Q� Suq ENGINEERS SAF ROUTES T
ui�»r► PLANNERS 0 SC HOOL STANDARD DETAILS_2
3.2�'3 �1♦W� ECONOMISTS
DESIGNED BY PXVG DATE 09-07-11 TOWN OF WAXHAW, NC
DRAWN BY JSK DATE 09-07-11 Wi I b u r S m i t h
PROJECT NO. (CLIENT) PROJECT NO. (WM)
„xt a s 5 a t I a r E s S R5001 AG 104956 NO. '� $ OF ' 9
CHECKED BY BLC DATE 09-07-11 �f-C -/�
s r f
!'(t )

!� �4 d 2-
SEDIMENT TUBE
(1 E3 "--Z;4 " DIAMETER)
NOTES
1. SEDIMENT TUBES SHALL BE FILTREXX DITCH CHEXX OR APPROVED EQUAL.
SEDIMENT TUBE IS 2 PROPER SITE PREPARATION.IS ESSENTIAL TO ENSURE SEDIMENT TUBES ARE IN
TO BE TRENCHED6PLETE CONTACT WITH UNDERLYING SOIL. SEDIMENT TUBES ARE TO BE 18-•24
20% OF TUBE DIAMETER INCHES IN DIAMETER AND ARE To BE TRENCHED TO A DEPTH OF 20% OF TUBE
IAMETER. _ - Construction I• Bring the area to be sodded to final grade elevation with top soil. Add
WOOD STAKES 3. SEDIMENT TUBE SHALL BE IN.: 7ALLED IMMEDIATELY AFTER GRADING AND � � � �:�� � V�: ti � � _--�-�--- ._ :__ fertililzer and We, and install sod according to Practice6.12, Sod& g-
�'' CONSTRUCTION. SEDIMENT TUB HALL B MAINTAINED DURING SUBGRADF AND BASE �... � _ ,. ,� ,_ t Specifications
'A PREPERATION UNTIL EASE LOUR E IS COE LETS. SEDIMENT TUBES MAY BE i _`riy� - --�
TEMPORARILY MOVED DURING CONSTRUCT.I:ON • .; -.� - � •_ � � t 2 Lay all sod strips perpendicular to the direction +�f fl ows.
j '.
-%
SEDIMENT TUBES ARE TO BE INSTALLED PERPENDICULAR TO WATER FLOW AND .- --' v y� �,� -
EXTENO UP SIDE SLOPES A MINIMUM OF 1 FOOT A0OVE DESIGN FLOW DEPTH. SPACE �°' • � 3. Keep the width of the sad at least 4 ft in the direction of flows.
'.� TUBES ACCORDING TO THE. FOLLOWrNG TABLE;
4 ` '' — 4E Stagger god strips so that adjacent scrip ends are not aligned.
SLOPE
MAXIMUM SEDIMENT
TUOE SPACING
LESS THAN 2% �
150 FEET
2%
100 FEET
3%
75 FEET
4%
50 FEET
5%
40 FEET
6.1
30 FEET
REATER THAN 6%
25 FLEET
_Maintenance During the first 4 weeks, water sod as often as necessary to maintain moist soil
to a raitnimwn depth of'2 inches.
1 w
Maintain grass height at least 2 inches with no more than one-third the shoot
�' - M. .«,.w�• a4 , height(grass le removed in any mowing.
Apply fertilizer as necessary to maintain the desired growth and sod density.
Add time as needed to maintain the proper pH.
- FOUr 1 ft wide strips of sod on each side of the
Z• U �rAt;1.Nki t I Tr t UAL r drop inlet
(CONTINUOUS ALONG TUBE) 5. THE SEDIMENT TUBE SHALL BE STAKED DCIi!N WITH 1 INCH BY 1 INCH WOOD
STAKES OR 1 .25 LBS/ LINEAR FT. STEE PESTS EVERY 2 FEET ALONG ITS LENGTH. Figure 6,53s Sod strips protect inWt area atom erosion (source: Va SWCC).
'CBE STAKES SHALL BE A MINIMUM OF 4 EET N LENGTH AND EMBEDDED A MINIMUM OF
2 FEET INT❑ THE GROUND LEAVING LESS THAN i FOOT OF THE; STAKE ABOVE THE
CXPOSED SEDItMEENT TUBE THE STAKES SHALL .BE INTERTWINED WITH THE OUTER MESH
ONLY. AND 5HAE,L BE PLACED ON THE DOWNSTREAM SIDE OF TF E TUBE., REFER TO THE � -Ran©ff rn��Lter Filtered water
VIEW MANUFACTURERictQaTlras FOR ©TtiEwt :sTAECING DET iLs. with sediment
DITCH 6. SELECT PROPER LENGTH OF TUBE TO MINIMIZE THE NUMBER NEEDED TO SPAN THE
OF WIDTH OF DRAINAGE AREA. ONE CONTINUOUS LENGTH I5 PREFERRED COMPARED TO TEND -
OVERLAPPING TUBES. IF.NECESS RY. SEDIMENT TUBES CAN BE L PPED A MINIMUM OF
6 INCHES TO PREVENT PASSAGE OF FLOW'ANO SEDIMENT THROUGH �IEt_D JOINT. l m
FLOW 7. IN TALL SEDIMENT TUBES FOR HITCH CHECKS OVER BARE SOIL. MULCHED AREAS
OR R TON CONTROL SLANKETS. KEEP SEDIMENT TupE<s. TOR DITCH CHECKS IN ENLACE
LINT L FULLY ESTABLISHED VI GETA'TION AND ROOT SYSTEMS HAVE COMPLETELY
DEV LOPED AND CAN SURVIVE -ON THEIR OWN.
8. INSPECT SEDIMENT TUBES AFTER INSTALLATION FOR GAPS UNDER THE SEDIMENT
TUBES AND FOR GADS BETWEEN THE Jp�1 i NTS OF ADJACENT ENDS OF SEED I.MENT TUBES.
INSPECT' SEDIMENT TUBES EVERY 7 D�kYS.. REPAIR ALL RELLS, GULLIES. AND Specific Application
UNDERCUTTING NEAR .SEDIMENT TUBES. REM©V ALL SEDIMENT DEPOSITS THAT IMPAIR This method ©t Inlet rotection is a licable onl at the time
THE FILTRATION ;CAPABILITY OF SEDIME�ET TRIES WHEN THE SEDIMENT REACHES 1/3 � �� Y
THE KEICHT OF THE EXPOSED SEDIMENT TUBE.. of permanent seeding, to protect the inlet from sediment and mulch
E S. REMOVE .AND/OR REPLACE INSTALLED SEDIMENT TUBES AS REQUIRED TO ADAPT TO materials until permanent vegetation has become established,
E CHAASN�ING CONSTRUCTION SITE CONDITIONS. REMOVE SEDIMENT TUBES WHEN TH
FUNCTIONAL LONGEVITY IS EXCEEDED. AS DETEIR INED BY THE ENGINEER,, INSPE. TOR;
E 01 MANFACTURER S REPRESENTATIVE. GATHER SEDIMENT TUBES AND DISPOSE OF THEM Figure 6r53b Sod drop inlet sediment filter (source: Va SWCC)
IN Rt~GULAR MEANS AS NON --HAZARDOUS, INERT MATERIAL.
E 10,. PRIOR TO FINAL STABILIZATION. I.3AZFILL ALL TRENCHES. DEPRESSIONS. AND
E OTHER GROUNDDISTURBANCES CAUSED BY T . REMOVAL OF SEDIMENT TUBES.
E 11. CLEAN OUT OF TUBES WILL BE PAIL} FOR AS SILT BASIN IN C.Y.:
12.. PAYMENT SHALE_ 1NCLE;IDE ALL MATEER ACTS. LABOR. TOOLS EQUIPEEE�T, S 0 D INLET PROTECTION
I W NTENANCE, AND I[�CE DENTALS' ME �CES.S- Y TO COMPLETE WORK.
I 13. PAY ITEM i��*SHALL BE:
SEDIMENT TUBE a..... r.+......: ., r..ri ..a.. .. LF
I
- STAKES `OLACED
AT 2 (TYPICAL)
I
l SEDIMENT TUBE
I
1 GROUND LINE Construction i- Clear the area of all debris that might hinder excavation and disposal of
' Specifications
2. Install the Class t3 or Clas,- 1 riprap tt a semi-r.,ircle around the pine
(20% OF TUBE DIAMETER
inlet, The stone should be built up higher on each end where it ties into the
r TO BE TRENCHER) embankment. The minimum crest width of the riprap should be 3 feet, with a
minimum bottom width of l l feet. The minimum height should be 2 feet, but
' also I foot lower than the shoulder of the embankment -or diversions.
TOP VIEW SECT I ON A —A
mjt 'E' 3_ A 1 foot thick layer of NC DOT 45 or #57 stone should be placed on tt;e
OF DITCH
outside slope of the riprap.
s.
SEDIMENT TUBE = 4. The sediment storage area should be excavated around the outside of the
stone horseshoe 18 inches below natural grade.
Fip Invert b S. When the contributing drainage area has been stabilized, fill depression
Pipe Outlet to FlatArea—- '• and establish final elevations, compact area properly, and stabilize
No Walklefined Channel -�------�...�. y a� with ground cover.
Construction 1- Ensure that the sub grade far the filter and riprap follows the�requrec# linesp Flow
and wades shown in ffic plan. Compact any fill required:in the subgrade. Q the Flow
Specifications
ecif i cation
density aftlie:suTroultding,}anclisturl drnateri 1. Lon areas inthe. sufsgcadeon a Maintenance Inspect rock pipe inletproteetionatleastweelcl and after eachsi significant 1/�
ado A _ A undisturbed soil may also be filled by increasing the riprap thickness. '' Y g ( -
inch or eater) rainfall event and repair immediately. Remove sediment and
-�- t
20
2. The riprap and. gravel falter must conform to the specified grading lim its w restore the sediment storage area to its original dimensions when the sediment
shown: on the plans. ; s . has accumulated to one-half the design depth of the trap. Place the sediment
3. Filter cloth, vsrhen, used, must meet design recluirenaenis and be properly • �� ^ . t
that is removed in the designated disposal area and replace the contaminated
Plan protected from punching or tearing.duritV installation, Repair any damage. by Md part of the gravel facing,
La
repaving the riprap and placing another piece of filter clatla over `the damaged Check the structure for damage. Any riprap displaced from the stone horseshoe
7 area. All connecting joints shouldoverlap so the top layer is above the must be replaced immediately.
downstream layer a miii rni rn. of I foot. If the datnage is extensive, replace
► the entire filter cicrth After all the sediment -producing areas have been permanently stabilized,
E4%t remove the structure and all the unstable sediment. Smooth the area to
�l=filter 4. Riprap Tnay be placed by equipraeM but take, care to avoid damaging the blend with the adjoining areas and provide permanent ground cover (Surface
Section AA lalani�et dotes filter, ,#
Stabllization).
1., La is the lsnth of theriprap 5. Tha minimum .thicictiess of the riprap should be i .S times maximum f
apron.
Pipe Outlet to Well-defined stone diameter.
2. d =1.5 trines the maximum
Channel2.
diameter But not less fi. Riprap may be field stone or rough quarry .stone. It .should be hard,
than E'". angular, highly weather: resistant andwell graded.
3, In a yrell-defined channel ex-
nel 7. Construct the apron. . on zero grade with no overfill at the end_ li ke the
tend the apron up the ehanr�el€r Natural Ground
A A banks to an elevation of 6" top of the riprap at the downstrearm end level with receiving area or slightly FLiprap I-iegdw4ll,1" min
abode the maximum tallwater below it.
depth or to the tap of the flank, 3' height from road shou[det-
whiehever is less. S. Ensure that the apron is properly aligned wi$ the receiving stream Fje�
4. A filter blanket or filter fabric and preferably straight tluoughoiA its length, if a curve is neededto fit site 20
should be installed between conditions, place Ain the upper section of the apron. I
the riprap andscril favnd
Plan a#ion,
9. Immediawly after construction, stabilize all disturbed areas with vegetation
Y
(i'ractices 6.1.0, Trempvrwy.,Seecfing, and.6.11,.Pe zanmtSeeckng). ilk
La
Maintenance Inspect riprap outlet fArmUreswegklyanda tersignifieant(IJ2inchorgreater)
Figure 6454 Rock pipe Inlet; prqWcUvn plan view anti cross•sectlon view
rainfall events to gee if arty erosion ar-ound or below the riprap has taken place,
.or if stones have been dislodged. 1-ramediaWly make all needed re airs tp
prevent further damage.
11El ail Section AA � t h. "lilt]
E=liter RIPRAP OUTLET PROTECTION ROCK INLET
blanket
WEIR
REVISIONS: PLANS PREPARED BY
REV. No. DATE DESCRIPTION OF REVISION
NOT TO SCALE F
EAIPLANS PREPARED FOR
Q r�"�CONOIVIISTS
ENGINEERSSAFE ROUTES TO SCHOOL STANDARD DETAIPLANNERS LS 3
DESIGNED BY PXVG DATE 09-07-11 _ :=
=, �� i� TOWN OF WAXHAW, INC
DRAWN BY JSK DATE 09-07-11
,9��:'��.�'���,,.� WilburSmith PI�
A
A 5 5 o C I A T E 5 CT NO. (CLIENT) PROJECT NO. CWSA)
CHECKED BY BLC DATE 09-07-11 g -/ l t S R5001 AG 104956 NO. 9 OF 19
11 i�{!i"..
••.". -' •,p r { 1/ r i r. - t- , .Ie y h'y y . I 'y, r i .. � ,, , l i t At 1 II I

PER kICDO•f\SPECS �a
EXISTING"I,ZDGE
DF PAVEAI€ T y Q
e
<W
p� a r REM E!lSTiNG
DRIVE
M \
�T1
TRIMS �cOGE T ER ,-6' \ \ NEW 2' £6' CUR& dt GUTTER
�<
� SUAB �� \ PER NCDOT�.SPECS �
ACCESS EASEME y p \\a
ADJOINING PAOPER � � y
Lr
SlG JA'GHTHOUSHILDRENS ACCESS EASE4NT TO � % > \ ,.` EADJOINING PROIaERRlf
TL
-00- YaE
YA
saw
t ► /ice f/�% %`� ;fir/ - �`' \ \ 1
HC - "SIGNS —3 N\FACES
y /
� NEW 6 DIA. S.S. I `\ f ,, //,. /// /��: //,./! ; � \ _� ':\ ``',, �•°t
► UTILITY EASEMENT \
-N&DENR PERMIT /!
s sIV@0034244;� `\ '/. '!!/% /r/tea\
4.
/2 A.
Ossw
V
'Co
`rsF Tox , 0622200�C a/��� �' 1; , `•' `\ C41 ` \ �®
STOP (TYP.)ONCRETE WH
Longview South CLC -4�_`
+` 1
Deed Baak 1491, P9: 224
�.. Now or Formerl fl
`4T p A,
ZONING,' { �'
a O 1 \� _ _ ' :\ ' I\ DUMFSTER ENCLOSURE
�� • J _ DET. ON C-3 /•' v �,•
~,c_�_\ `c; {{{ ( `\ •�� h� NEW FIRE HYDRANT INSTALLED UNDER
o'�... ���. \ v�v��v y tine°'�'. \ SEPARATE PERMIT
✓ r%r/ // �/ f l �j., Obi _ �� G �� �'�_ _)I �1
s• a.;y IS,
4�p e {
rirrr Mk rb1bL (J
URW TABLE
CURVE
RADIUS
GTH
I CHORD
8EARING
01
28a00
40.01
10.01
S6770'11'W
C2
296,00
24.kT9
24 38
56276'42'f'
C3
30J00
144 4
14J.08
S79V907W
C4
610,00
39.65
39.64
N89VJ71 W
6O5 00
39.62
♦J9.61
S7979 27W
495A06
577,26
576`93
53775 i8 E
Line
Bearing
Length
u
sss7025
s99
L2
5567075'7►'
.7857
L3
S117 ' S"W
JJ.48
L4
517'3 ' 4'W
6:78
LS
Na771' W
84.74
L61
N5347'13"W
17.27
L71
S8172 7W
60.00
L8
53672'47'W
16.22
L9
S31 u857 E
25.49
L10
,SJO21'48'
4077
L11
S08 2-W
32.71
L12
S567D'?5"W
64.91
N78 49 35'W
14.14
Tax ,fO622200J,
Longview south, LLC
(Deed Book 1491, P9. 224
Now or F0rmer/)1)
ZONING.• 0
0
V
(nor
I
VICINITY MAP
NO SCALE
r °
z:
` t
\
NEW 12" DIA. WATER LINE INSTALLED IN
EASEMENT UNDER SEPARATE PERMIT
/% / ♦ rN�
✓�� � n lir�/�%������' /� �� � � 111 -1 $\'V �� �\ \\ V•
\ X \ s
r r i V'� 'l /'/. r ♦ t V A A
%� 4 r /i ! fff/// '\\ l5�`. '� l�� ! it Jr," �j7� ♦. •�Q\ \t) N ,` \\ \ -N^
J
lop
41
11, N\c
c, \,
a5y ,
19,
IT
Access Easement Far SIC, i,'-
j �f: !iii %'ri�brvin Ereek f�ase��_ _ �� - - C4L
y3 �3492--2J i `� ` ' SORE YOi1 DIG
RAA
♦
'+ � A
'�`�
♦
tee::
f S `
--- STO re
o t �J_' �yhdaroiirst
rules require inai the stoFM' system designer
OVERALL SITE PLAN -n2inrc during Consul r va nforsrs++y whit t"
.;:;ns and specs; anc �t �; Dance
orrnwater rules. ` ` �08 11,
1 =50 S0�- 3�-4949 :� ;t# _c5 � r D 2- Date d c°_-
''�rO LmLffy aw
Z-.
ti Q
0C E
, Q w :tf M
C— e--a 0C
17t
f i J I
REVISIONS
NO.
DATE
1
3/M J
2
4/19/11 DWQ
Approval
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1
. REA ROAD
Union County, NC
O COPYRIGHT
#rel
Project No:
10065
Scale: 1" = 50'
Date Drawn: 1/27/11
Sheet Title
COVER SHEET
I
p9 ++ r ;fit. .�. 4., , ''1•.

-,:'LZ- -A
40
oqoz-
REVISIONS
NO.
DATE
4/1-9/-11 DWQ
pproval
vs;.
(A
UJ
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LLI
FM
REA ROAD
Union County, NC
COPYRIGHT
reuf
Project No:
10065
Scale: 1111 = 30'
Date Drawn. 3/4/11
Sheet Title
GRADING
PLAN

�_.- S._.-, i —" -— !-- S _.. - ' -. .� ... i ,. __� _ __._... .._ _.. . .':1 f ��.� � __. ..—��_'1. !•'_��L ��_L}! ����. .mac`
S
6/4 z
~��[ ry 4
,.06
co
--------- - - .4 - ��
--- -,
8'�19
9� Q ,°/p f
9 3 91 /
1, 9
�20'x10' CLASS 1
Q -
REP'RAP PAD ON
NON -WOVEN �'.
f [�� FILTER FABRIC...._.
3
C-2A
694.5
ENLARGED SAND FILTER
1 " = 20'
SAND FILTER
CROSS-SECTION
FOREBAY 1
3
- EDGE PAVING
694.0
693.0
0
I
TOP OF FILTER
692.5
690.0
0
I
INV. 690.09
SEE C-2 FOR
CONTINUATION
PLAN VIEW
TOP OF FILTER COVERED
WITH ENKAMAR S (7520)
& 2" OF #57 WASHED STONE
PERMEABLE FILTER FABRIC `WASHED CONCRETE SAND ASTM C33
#57 WASHED STONE
..�
4
4
4
4
4
4
24
5'-0"
2
C-2A
10'-0"
N.T.S.
SECTION
10'-0"
SAND FILTER
ram:
''�'t°
�;8a2 documents Ir
North CarQtiSs
rnvzd::.
;ea,uiree �, ,.,
system des,gnelr
,Uses rsquir �r-: t;. gto
�tv with the
vanform.-,
i,.
,�srectduring coasu.T::':
�e v�i.j. h
ar�,�-. ;
ors an -,'specs, en
�.rmwatsrruis
�� Date
r'..."(slit
ts,
' 0
S -
k�7_
• : +4 3 13 4
. O
'f 1.10 H 11
REVISIONS
NO.
DATE
A roval
3
i
M
V;
c.
z1_
c=
W
D
`S
Z
f �
4
f
�
. REA ROAD
Union County, NC
Q COPYRIGHT
#rel
Project No:
10065
Scale: AS NOTED
Dote Drawn:
Sheet Title
BMP
DETAILS
"�;, 3 , i�t :s r i1 � ',s if r ` 1 1' c y�, i � .i.l•i }},� r 'f! 1 i�!! tJ:.i -