20110167 Ver 1_Application_20110218

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EIfdG M IJ ES SEE 1 9JRS (C T''D)
PART 1 -TEMPORARY ANO PERMANENT NON LAWN SEEDING MEASURES PART 2 -PERMANENT LAWN SEEDING MEASURES
A. GENERAL: A, GENERAL
i, AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE THE i. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN
GEPIE L TES DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER, SEEDING AND ) SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL DEVELOPED
MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED AREAS AS AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL AREAS AND SHALL BE REPLACED IN KIND OF EXISTING MATERIAL BY THE CONTRACTOR, AN APPROVED
1. EXISTING PERMANENT UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. SHOULD ADJUSTMENTS OF INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ADAPT PERMANENT 'MANENT TURF TYPE TALL FESCUE BLEND SHALL BE USED PER THE CONTRACT DOCUMENTS. DING KENTUCKY 31 IS NOT AN ACCEPTABLE BLEND,
PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY TEMPORARY SEEDING DURING
THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THD WORKAP RIODpSION CONTROL MEASURES THAT MAY ALREADY BE IN PLACE DURING SUCH AD~JSTMENTS WITH E o E ii, WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE
2. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE TOWN OF CARPS "STANDARD ii, WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE " ~ " APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL _L BE COST TO OWNER,
SPECIFICATIONS AND DETAILS ANO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONS STANDARD )NAL
FOR ROADS AND STRUCTURES" UNLESS OTHERWISE STATED BY THE CONTRACT DOCUMENTS. RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL SPECIFICAl10NS , COST TO OWNER. .iii. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH SUBSTANTIAL COMPLETION, LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL
3. THE CONTRACTOR SHALL BE COMPLETELY ANO SOLELY RESPONSIBLE FOR ANY ENCROACHMENT ONTO PRIVATE Iii, CONTRACTOR sHaLL BE RESPONSIBLE FGR TURF MAINTENANCE THROUGH COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL AL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON,
PROPERTY. THE TOWN OF CARP SHALL NOT BE RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND suesTANrIAL COMPLETION. SLOPES MusT BE AT 90% CovERAGE AT suasTANrIAL PRIVATE PROPERTY OWNERS. COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL
COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. B.SITE PREPARATION:
4. SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, INCLUDING WATER, SEWER AND STORM B,SIrE PREPARATION AND INSTALLATION; DRAINAGE INFRASTRUCTURE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEERING INSPECTOR AND THE i, REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION, HERBICIDE SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER
TOWN OF CARP PUBLIC WORKS DEPARTMENT. i. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF FIVE (5) ~E (5) PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER
INCHES, THE TOP TWO (2) INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM 5. SHOULD THE CONTRACTOR DAMAGE ANY EXISTING UTILITIES OWNED BY OUTSIDE PERMANENT UTILITY PROVIDERS, SEEDBED, RAKE oR HARROw THE slrE ro EsrABLISH A SMOOTH aND LEVEL FINAL RM VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE CONTRACTOR SHALL USE ~qL BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING
THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE PERMANENT UTILITY OWNER AND SCHEDULE REPAIRS. THE GRADE SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL RAVEL PREPARATION. ¦ 95
TOWN OF CARY SHALL NOT BE RESPONSIBLE FOR PERMANENT UTILITY DAMAGE CAUSED BY THE CONTRACTOR. SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE APPLIED AT THE RATE OF 95 LBS./1000 SQ. FT. IMMEDIATELY BEFORE PLOWING. GRASS SEED SHALL BE APPLIED AT _IED AT ii, IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER
6. THE CONTRACTOR SHAH NOT BE ALLOWED TO BLOCK STREETS WTH UNATTENDED VEHICLES OR STOCKPILED THE RATES ouruNED IN TABLES 1 AND 2, SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED,
MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY a.5-1o-1o FERTILIZER srIALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE of )F
FROM THE SITE. UNATTENDED VEHICLES SHALL NOT BE PARKED IN THE CONSTRUCTION ZONE OR WITHIN 21 LBS./1000 5Q. FT. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT RESIDENTIAL STREET RIGHTS-OF-WAY. A RATE OF 70 LBS./1000 SQ. FT. MULCHED AREAS SHALL BE TACKED WITH ASPHALT LED AT Iii, FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET; ;PHALT 75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS;
OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW IN PLACE, AT A RATE RATE 40 POUNDS OF 5-10-10; 20 POUNDS OF 10-2D-20; OR 20 POUNDS OF 8-8-8 OR 10-10-10 IN COMBINATION WITH 4 POUNDS OF 0-46-0, CENTIPEDEGRASS PREFERS
7. THE CONTRCTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING FOR THIS PROJECT PER THE OF 150 TO 200 GALLONS PER TON OF STRAW, CONTRACT SPECIFICATIONS. STAKING SHALL INCLUDE A CLEAR DELINEATION OF PROPERTY LINES AND EASEMENTS. ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION off OF LIME AND PHOSPHORUS,
iii. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN THIRTY (30) DAYS, DAYS, r>u 1 NO Iv, INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6
S. THE CONTRACTOR SHAH ADHERE TO THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN FOR THIS ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, FERTILIZED AND TACKED AT NO PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION CONTROL MEASURES IN ADDITIONAL COST TO THE OWNER. INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTIVATE
COMPLIANCE WITH THE CONTRACT DOCUMENTS, PLANS, AND AS DIRECTED. Iv. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF WORK F WORK TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL OF MINIMUM 6-INCH DEPTH,
9. THE WATER LINE SHALL HAVE A MINIMUM COVER OF 4 FEET. EXCEEDING THIRTY (30) DAYS OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE PERMANENT SEEDING SCHEDULE, OR A COMBINATION THEREOF, THESE AREAS SHALL BE -TALL BE v.RAKE OR NARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL
RESEEDED IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. IF TEMPORARY )RARY PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS EVEN
10. CONSTRUCTION OF NEW SIDEWALK AND THE REPLACEMENT OF EXISTING SIDEWALK SHALL OCCUR AFTER THE INSTALIATION SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO COMPENSATION OF NEW 12" DIP WATER LINE. FOR THE TEMPORARY SEEDING. TEMPORARY SEEDING SHALL BE PERFORMED ONLY AT ISATION BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS. FOR _Y AT AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN
THE DIRECTION OF THE ENGINEER OR INSPECTOR. SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR CULTIPACKING TO FIRM THE ~
v, WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE SOIL BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE ~
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL .L BE SEEDING OR PLANTING, I~ iNAL C,INSTALLATION~,
COST TO OWNER,
C.CLEANUP AND INSPECTION; i, GENERAL;
i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL ALL a)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3.
EQUIPMENT AND OTHER ARTICLES USED, ALL EXCESS SOIL, STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER, ALL :R HAALL b)THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO TO SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED PROPOSAL,
EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE. RED TO OR AS DESIGNATED BY THE ENGINEER,
c}SEED SHALL BE TAGGED CERTIFIED SEED, GERMINATION SHALL BE A MINIMUM OF
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH 3LISH A 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER-CROP SEED OR DEBRIS. H SEED SHALL BE FREE OF NOXIOUS WEED SEED,
LEGEND SHALL BE LARGER THAT ONE (i) SQUARE F00T, WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY READY d)SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL
~ FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE ~E BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD HEALTH AND
PROPOSED WATER VALVE UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS OWNS VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE 'OUS TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS. SPRIGS THAT ARE
pQ EXIST. WATER VALVE AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED, _D OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION,
Ka EXIST, GAS VALVE iii, AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION 'SION e) THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL PROPERTY AND
OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION PROP05ED SANITARY SEWER MANHOLE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO RIOR TO SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAYS PROGRESS.
ii, SEEDING
S EXIST, SANITARY SEWER MANHOLE THE ANTICIPATED DATE OF INSPECTION, L iv, A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED SEEDED a)SOW THE SEED ON FRESHLY PREPARED SOIL, ENSURE UNIFORM COVERAGE BY USING
EXIST, FIRE HYDRANT TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH A CENTRIFUGAL (ROTARY) OR DROP-TYPE SPREADER. AREAS LARGER THAN 100 SQ.
PROPOSED FIRE HYDRANT INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND OF AND OF FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE APPROPRIATE
EXIST. IITE POLE TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER 15 FT, WIDTH, HIS APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO
ANTI-SEEP COLLAR SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE. THE FIRST DIRECTION,
4~' CHECK DAM b) APPLY ASTARTER-TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10
POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET AT THE TIME OF SEEDING.
~`~'~O' SILT FENCE OUTLET TABLE 1 SHOULDERS, SIDE DITCHES, SLOPES c) LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR
ExlsT, ELECTRIC Box (FOR SLOPES BETWEEN 2:1 AND 3:1) CHAIN-LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE AND
a~® BORING LOCATION DATE TYPE PLANTING RATE RATE PROVIDE GOOD SEED-TO-SOIL CONTACT.
-a 0- EXIST, FENCE SERICEA LESPEDEZA SCARIFIED) d)MULCH GRASS SEED WITH WEED-FREE SMALL GRAIN STRAW OR '1AY, USE ONE BALE
MAR 1 -JUN 1 ( 50 LBS ACRE -z x- EXIST, FENCE / PER 1,000 SQUARE FEET FOR WARM-SEASON GRASSES AND 1 TO 2 BALES FOR ACRE COOL-SEASON GRASSES, STABILIZE SMALL AREAS OF MULCH BY ROLLING, WATERING
AND OR TACKING WITH ASPHALT TACKING SPRAY, TWINE NETTING CAN BE USED IF WIND DISPLACEMENT IS A PROBLEM, 1F APPLIED EVENLY AND LIGHTLY, THESE MATERIALS
-o- -o- SILT FENCE NEED NOT BE REMOVED, LARGER AREAS SHALL BE STABILIZED BY ASPHALT TACKING
-a- -a- TREE PROTECTION FENCE MAR 1 -APR 15 ADD TALL FESCUE 120 LBS ACRE / OR ACRE SPRAY OR TWINE NETTING,
-W- -W- EXIST. WATER LINE D.CLEANUP AND INSPECTION: ~
-s- -s- EXIST. SANITARY SEWER LINE ADD WEEPING LOVEGRASS i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL c°°oooo°ooooo
MAR 1 -JUN 30 - 10 LBS/ACRE -c- -c- EXIST, GAS LINE OR iCRE EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL o0°0~°~~ CAR Dees BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL o ° 0 0
WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION, ALL DAMAGE TO o0 oeop~ o0
~~,L,v TREE LINE MAR 1 -JUN 30 ADD HULLED COMMON BERMUDAGRAS 25 LBS/ACRE ACRE EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO O°o~oo°oe~s"'C//~°00gg90® THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE, o g°QQ' ~L o
EXIST. STORM SEWER LINE - - - - - - TALL FESCUE AND 120 LBS/ACRE ACRE ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A e ~ 8
TREE PLANT JUN 1 -SEPT 1 BROWNTOP MILLET OR 35 LBS/ACRE ACRE UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH
TREE PLANT R H M- U AN HYBRIDS A R SOGU SD 30 LBS/CE SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM o o° ACRE OF 3% OF THE SEEDED AREA FOR EACH PROPERTY, WHEN SEEDED AREAS ARE READY o°eo [~T~J'~~b° °ooo
TREE PLANT FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE eooJ1 o°d~ ~b ooo UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS •ee~ ~ ~~POOo
SERICEA LESPEDEZA SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS Dodo
SEPT 1 -MAR 1 (UNHULLED/UNSCARIFIED) 70 LBS/ACRE AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED. ACRE
iii, AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION SIGNAT RE
AND TALL FESCUE 120 LBS/ACRE ACRE OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO pp0°ooo°°°°p°
NOV 1 -MAR 1 ADD ABRUZZI RYE 25 LBS/ACRE ACRE THE ANTICIPATED DATE OF INSPECTION, ooo°°o,~N CAf~O°00oo0
iv, A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED o ~ 0 TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH o°o [~O~d~~i`~'~'~oo°o
TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) a '~o e
(FOR SLOPES 3;1 AND FLATTER) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION, IF A SATISFACTORY STAND OF e° SEAL. ` o e TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY e
REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS o 16S1B o
DATE TYPE PLANTING RATE RATE SECTION, UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE o o REINSPECTED UPON WRITTEN NOTICE AS ABOVE. o ~,t °~/I~R~~°e fiy o
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE NACRE o°e, ')'O d 11 o®®o
NOV 1 -MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE TABLE 3 : LAWN SEEDING °0oe tilgs `~'°o°o NACRE (COOL- AND WARM- SEASON GRASSES) °e°00oo0°ooo®°°p0®®
TYPICAL PLANTING RATE/1,000 SQ, FT.
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE NACRE
APR 15 -JUN 3 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE LAWN GRASS PLANTING DATES SEEDS2 SPACE pRIGGING SIGNATURE ACRE PLANTIN
REVISIONS MAR i TO OCT 15
JUL 15 -AUG 15 ALL FESCUE AND***BROWNTOP MILLE 35 LBS ACRE ACRE TALL FESCUE (AUG 15 TO OCT 1 6 - -
/ ® OR SORGHUM-SUDAN HYBRIDS ® ® - OPTIMUM)
TALL FESCUE / OCT 15 TO MAR 1 FESCUE _ _
NOTES ANNUAL (WINTER) RYE 1 RYE
CONSULT STORMWATER MANAGEMENT ENGINEER OR NATURAL RESOURCES CONSERVATION JNSERVATI~N BURMUDAGRASS qPR 1 TO AUG 15 i TO 2 - -
SERVICE (NRCS) FOR ADDITIONAL INFORMATIDN CONCERNING OTHER ALTERNATIVES FOR 'NATIVES FAR (SEED)
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE, WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS MAY BE POSSIE ~H~SE, WMICH MAY BE PASSIBLE BURMUDAGRASS APR 15 TO AUG 3 - 5' S
BUT MUST BE APPROVED BY THE ENGINEER, (VEGETATIVE)
~~~TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGI PERMANENT VEGETATION, ceNrIPEDEGRASS MARCH ro duLY ~ p 5' - PROJ.# ST1135WT1154
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING FESCUE FROM BEING SHADED OUT, BEFORE MEWING TD KEEP o,so DESIGN pB~Y/: TJE ST
ZOYSIAGRASS APRIL TO JULY - 5' 5 DRAWN D I : TGC
ST. AUGUSTINEGRASS APRIL TO JULY - 5° - DATE: 2-7-11
SCALE HOR: NTS
N°TES' SCALE VER: NA
1. S°D CONSISTING GF C°°L-SEASON GRASSES CAN BE INSTALLED ANYTIME THE GROUND IS NUT FRUZEN, SOD CONSISTING OF WARM- SEASGN GRASSES CAN BE INSTALLED
AS LDNG AS SOIL TEMPERATURE EXCEEDS 55' F, (TYPICALLY APRIL 15 TO OCT, 1) SHEET N0. 2. POUNDS °F SEED PER 1,000 SQ. FT.
3, SQUARE YARDS OF TURF CUT INTG 2-INCH CENTERS TU PLANT 1,000 SQ, FL 4. BUSHELS °F SPRIGS PER 1,000 SQ, FT. (1 SQ. YD. OF TURF PULLED APART IS
EQUIVALENT T° 1 BUSHEL GF SPRIGS)

RELOCATE EXISTING WATER ~ NOTE: THIS PROJECT'S :BUR Y WAS COMPLETED BY
/ METER TO NEW METER BOX NOTES TRAFFIC CONTROL NOTE AFTER NEW 12" WATER LINE E ~ ~ THE TOWN OF CARY E~gNEERING DEPARTMENT. ~
1. AFTER 12 WATER UNE IS INSTALLED AND DISINFECTED, 1. USE NCDOT STANDARD DETAIL 1102.02 SHT. 2 FOR IS ACCEPTED. CONNECT EXISTING 'IS11NG ALL HORIZONTAL C00 DINATES BASED ON NAD83.
INSTALL A 1" SERVICE FROM NEW 12" WATER UNE TO TEMPORARY RIGHT LANE CLOSURE ANO TRAFFIC CONTROL WATER SERVICE TO NEW METER INSTALL EXISTING WATER METER (TYPICAL FOR PROPERTIES LOCATED ALONG WAWUT STREET FROM STAl10N 1+00 TO STAl10N ALL ELEVATIONS BASE ON NGVD29. ETER INSTALL NEW REM VE AND REPLACE
AND SERVICE UNE (IYP.) WATER N ON SOUTH AND SOUTHWEST SIDE OF WALNUT STREET WITHIN 18+00. / 307 FOR 1" I WATER METER BOX 30g EXIS NG CURB & GUTTER s1' 313 FOR 9" METER (TYP.) AND NSTALL DEPRESSED RELOCATE SIGN 307 PAVEMENT CUT & REPAIR WHE CHAIR RAMP AS DIRECTED
PROJECT LIMITS). / " 1" TER SERIQCE_ -PER DCTAI~-85009:01- - - ENgN~ - R/W - -
2. AFTER 12" WATER UNE IS INSTALLED AND OISINFECIED, _ ~ 1 " "WATER UNE TO _ Bo INSTALL A 1 SERVICE FROM NEW 12 ST-CLE~ANOUT _ B0& JACFC ACROSS ~(?YP. OF ALL STREET OR INSPECTOR
EXISTING WATER METER BY BORE & JACK (TYPICAL FOR eacKF~ow FLUSH WI1H PROPOSED WALNI WALNUT STRE~T~(JYP.) CROSSINGS) _ _ - ____q
PROPERTIES LOCATED ON NORTH ANO NORTHEAST SIDE OF o REVENrER : _ ~ ~ ~ ~ , v~SIDEWALK (IOC STD. ~ _ WA T STREET WITHIN PROJECT LIMITS . 217 WM TYP. / \ 1_---____~------ - _ LNU ) ( ) ~ABANOONED-EX: WA ~ ~ _ ~ ~ _ _
VICE UNE FROM EXISTING METER _ ~ ~ ~ O~TAIL__070vi,:1~)----- 3. DISCONNECT EXISTING SER _ R W -SERWICEAND-METER-BOX-- ~ ` _ - ~ _ _ _ _ i _ _ - . _ INSTALL NEW CONCRETE 1 --__;~~TYPICAL)'=-`---- - -ALIGN NEW SIDEWALK DRIVEWAY FROM CURB TO
AFTER NEW SERVICE UNE IS ACCEPTED. _ ~ ~ ~ - 4, BEFORE OISCONNECIING SERVICES FROM EXISTING WATER UNE _ _ ~ - _ - ~ STALL NEW 24" WHITE BACK OF NEW SIDEWALK. ~ REMOVE AND REPLACE BETWEEN EXISTING
AND CONNECTING. TO NEW 12" WATER UNE, THE CONTRACTOR _ _ - RELOCATE SIGN EXISTING CURB & GUTTE GUY WIRES.
IS REQUIRED TO CONDUCT A SITE SURVEY WITH THE ENGINEER W ~ ` AS DIRECTED TO DETERMINE EACH IMPACTED SERVICE. THE CONTRACTOR _ " ~ ~ BY ENGINEER 7 (SR 1313) AND INSTALL DEPRESSED XISTING STOP BAR ET I NDPUNECESSARY~ DO NOT DISTURB 11E TO EXISTING GRAVEL
SERVICE _ - ~ W SHALL PROVIDE A MAP OF PROPOSED c~-~`'~ j- ' ° ~ ~ NEW 12" DIP WL OR INSPECTOR ARIA yiI~,NIJT ,BYRE WHEEL CHAIR RAMP DRIVE WITH GRAVEL STONE. ARIABLER/W) DOUBLE YELLOW LINES POWER POLE
RE-CONNEC110NS FOR THE ENGINEER SAPPROVAL. ~ 5. ALL EXISTING WATER LINES ON WAWUT STREET, INCLUDING ~ ~ ~ ~ REMOVE EXISTING " (V COORDINATE ADJ STMF~N.T_ _ ~s-ss s~--u_ss-ss ss _~s-~s-s~ss-~s-_ss--~-~-~--ss_s~_ss~ s n- ¦
' ~ NEW SIDEWALK - - ~ ~ CURB & GUl?ER NEW 12 OIP Nft. 55 - WAII:R LINES NOT SHOWN ON 1HE DRAWING, BUT FIELD , ~ , ' OIP WL ~ 55 s 4° GRASS AS VALVE s 2.5' gZASS ~ NEW 92" DIP WL 18+00 ss-~ ~~~~-~s ~~-~-~-~~WITH PSNC GAS CO. 16 0 17 00 ;aTRIP
" TO BE 8 THICK 55-SS-n Y TOWN OF CARY BEFORE CONSTRUCIT ~a~ ~ AND INSTALL - s-ss-55-u- -ss-SS- LOCATED B ~ / ~ ~ BE ABANDONED ACCORDING TO SPECIFlCAl10NS-~'iriE REPLACE DRIVEWAY ACROSS ,GRAVEL , ~ DEPRESSED WHEEL 14+00 is+oo STRIP s - a _ - - - -
c ~ PAVEMENT TO MATCH DRI WAY ~ _ _ CONTRACTOR SHAH PROVIDE All NECE ,cY P,~.VE~,-~3GS , ~ ~ CHAIR RAMP _ _ - ~ ss-s~ ss ss- CR - _ - ~ I~___`-.._--,A_S I S =GAS ~AS-I--GAS M- SA s_. - GASH---EAS--~-----fitSSJ ~9`-_~ CAS~-
PAVEMENT CUT & REPAIR, MATERIAL iSPOSAL,Arn RAFFlC EXISTING TYPICAL S5 ! 5.5' SIOEWAU< 13+00 _ - - ;A ( ) ss 15_'RCP_ - - - - ='-~-=~-=GFSS==-= .-GAS-= - T ~ CONTROL FOR WATER LINE AB O~I~F,rt - - 55 ~ - - \ ~ ~ v~ I c 'ALK - I ' _ _ _ - - - - - ~ . , ~ _ P ` . - ~ NEW 5 SIDEWALK - r . r urs T
- ~ i s~ ~ --r- s"R - • 1 . ~ , ~ ~ 1+~~- _ _ ~ ~ ~ -~~i,•~`
- - - - - - Y _ . REPLACE MONUMENT 55
/i' IN ACORDANCE WI1H 5~ - - _ ' - ~ ~ NEW FIRE ~ j~ P~%' / ~M SILT FENCE TOWN OF CARY
1HE CONTRACT ~ ~ r . y, ~ DOCUMENTS 1YP. ~ ~ ~ ~ R~`~ ~ W i ~ ~F " ~~F / .o' v v , SE._.. F ~ TOWN OF CARY HYDRANT ~ " % ~ ss SIDEWALK AND UTILITY
( ) v ~ ~ i REMOVE ALL 1REES ~ ' ~ ~ ' 0 ' ~ \ . ~ 70 ~ \ r SILT FENCE TREES SIDEWALK AND U1ILITY ASSEMBLY / ~ INSTALL 8" WHITE ~ EASEMENT EASEMENT N OF CARY / / CROSSWALK LINES REMOVE HYDRANT
' :,V ~ po ~ ~ ~ ~ . STIR F CE o ~ ~ ~ v ~ ~ IN NEW TOWN OF CARY 2.5 GRASS ~pk r : ~P~~ ' . ~ _ ~ ~ ~ 1 : ; I ~ ~ ~ SjL'~ FENC U11UlY EASEMENT (IYPJ :MENT (TYPJ 12"x12"x8" TEE / / PROVIDE 6" GATE VALVE \ss \ ~ SFACCEPTED
\ . STRI ~ ~ , ~ ~ 1 _ ~ ~ ~ REPLACE DRIVEWAY RELOCATE CLEANOUT . E~ ~ - _ - - ~L ' : - ~ I ~ 1 \'ERO CON ~ 4 ~ ~ \ 1 \ ~ PAVEMENT TO MATCH W/12" GATE VALVE (1 ~ PLUG TO ABANDON
TO EASEMENT UNE ~ i ~ 1 ~ v i ~ ~ ~ ~i ~ v ~ zz5 ~ ON 0 ~ ? ~ ~ ~ ~ ~ EXISTING. 10 WIDE MAX. TYPICAL ~ ~ 210 1 ` „ ~ ~ ~ ~ ( ( ) ~ P ~ ~ MAT' ~ ~ N , ~ CENTERED ON WL ANO 8" GATE VALVE (1 / EXISTING WATER LINE ss XI 11 SEE OETAIL SHEET 15 E S NG METER T
%i" +~~5~0 ~ ~ " ~ ~ ~ , - Q ) TURNER, HERBERT M & JOANN J / FOR WATER LINE / ss ~ BE FIELO LOCATED N & JOANN J ABANDONMENT CONNECT NEW 6" DIP WL ~ ~ AND RELOCATED
~ ~ ~ ~ ~ ~ ' ~ I I I JO Zoe p _ <~1~ ~ ~ ~ TOWN OF CARY ~ ~ I ~ I ~ ~ ~ w 1 ~ ~p ~ ~ v AT INTERSEC TO EX. 6" AC WL WITH ss
~ ' ~ ~ W AN TY ~ ~ ` i \ i i ~ ~ ~/fFER ~ v Po eox 124a \ _ SIDE ALK D U1TU ~ ~ ,1 V~ RIPARIAN i ~o- ~ l II ~~~-r~i ~ ~ ~ I 0 ,1~ ~ STARKVIILE MS 39760-1248 ~ (1 ~ ~ EASEMENT v \ DlcKSON, RicHARO ~ ~ t 11 24a / / TAPPING SLEEVE ASSEMBLY \ss \ 9760-1248 /
y ~ ~ 1 220 WALNUT ST ~ Q'~~ / 8"x8"x8" TEE ~ss ~
/ ~ / ~ ~ CARY NC 27511-3446 1i~ Z ' , / ~ V PIN 076307693440 f ~ ~ PIN 076307691598 ~ Rp+AR~ 193440 ~ 6" GATE VALVE(1) ~s ~ ~-4!
xOp CB~~ ~Q_ ~ ~ _ _ _ DB 03817 ~ t A DB 01903 9 ~ PG 0856 ,~~s~r-~ ~ ~ I v INSTALL HANDRAIL Pc o414 ~3 / 5~ BLOWOFF ASSEMBLY \ 4 / ~ W/8" GATE VALVE ~
yy ;'i~'! 1"'~ ~ P~, NEW METER BOX P ~ . ~ " ~ ~ v (SEE DETAIL)
Q 1 ~ Ta i , ~ r' \ FOR 1 METER ` \ ~ ~
~ , ' : ,a ; , ~ (TYPICAL) ~
\ 5.5 ' p yy ~ THOMASSON, PATRICIA L & ti 1i SIDEWALK / \ \SS \ \ \Sf
~ ~ Q' ~ ~ SAMUEL J
G~ G4' ~ V ~ ~ 1765 VILLAGE POINT RD SW ~-'I ~ ~ ~Q' Q\J !~L G. \ SHALOTTE, NC 28470-5584 k' rynn, \
~ oa ~ ' ~ \G ~ ~ 212 \ PIN 076307692443 y ~\y DB 10605 C„ 5' / \ lyJV SS\SS, / ~ 0 RICE, JAMES E & PAMELA \ \
k3d~ y\ e Q, PG 1859 6 6 y1 aG \ r SIDEWALK TO RAIL O ~ ROSS, WILLIE M & BETTY W JR IL ~ ~ f105 MUSDENS DR ~ RALf.IGH NC 27607-5019
~ \ C~ \ 216 WALNUT ST t• ~ ~,Q' V ~ CARY NC 27511-3446 \ FIN .076307694197
PIN 076307690672 Q~~ a~ DB 01830 \ '1 „ / \ PG 6746 \ss\ / ~ s
Q~ g~ PG 0387 ~ 1/4 PER FT y~ 1 I ~
(`P 6 \ BISON HOLDINGS LLC G1 ~ e ' CURB & ~p \ 2601 OBERLIN RD STE 100 ~ \ ' j ? , GUTTER CURB & ~ \ GUTTER
RALEIGH NC 27606-1319 ` \
PIN 076307690618 ~ DB 12766 ~ l ~
~P \ PG 2392
P~ \ \ ~ 0 \ \ _ . ~ \
IL
~ ~~F~p~`L'11h°'h \
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_ . _ _ - - _ _ T . - - - - _ _ _ _ _ _ 021H- MERiCAN-GREEiv-Ci 23- - _ _ _ i ~ ! ~ v~ _ - ~ oo ~y - _ ~ ~ 0°O o ` ~ ••0 I • ° , °o oMgS E
~ OR EQUI ALENT. ~ ' ' A _ - ~ - _ - - , I i .
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- _ ~ ~ _ - 475 ~ ' - . 15° RCP ' ~ 475 REVISIONS
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NOTE: ' - I__.
_ _ _ _ _ _ , - - _ - - _ - - -1.CONIRACTOR IS RESPONSIBLE TO DETERMINE ELEVAl10NS . - - - - _ ~ _ _ - _ . - - - a° vc ss _ _ - - - r
~ ~ I 2' MINIMU OF UNDERGROUND UTILITIES BEFORE CONSIRUC110N. 470 i 2.O1HER THAN STORM SEWERS AND SANITARY SEWERS WITH 470
{ I I I INVERTS SHOWN ON THE PLAN VIEWS, U1ILITY LOCAl10NS ' I ' PROJ.# ST1135WT1154
~ - ~ - - 'I- SHOWN ON PROFILES ARE NOT SURVEYED NOR FIELD LOCATED. • - ~ I .D. ~ r----- _ - _ - ~ -----J'I DESIGN BY: TJE ST
' C 3.PIPE JOINT DEFLEC110NS MUST NOT EXCEED PIPE I i I I
' MANUFACTURER'S RECOMMENDED AMOUNT. ' - ~ ( DRAWN BY: TGC r ~ _ - _ - . - - ; i ~ DATE: 2-7-11
25 lF i i t~D _ I--__.-._ - i i _ - _ - _ SCALE HOR: 1"=30'
I _ _ _ _ - - - - I ~ i I ! ! I ~ I I
I ' I - _ - _ . _ _ _ _ _ _ ~ - - - ~ - - - - - _ - - - _ - - ~ SCALE VER: 1 "=3' i - - _ _ _ - - L - --------r------ ~ - _
' I I ' ! i SHEET N0.
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

v z m Z OU

H ~ z QUICK REFERENCE - "L" DISTANCE TABLE Q Q ~ ~ 1<-L' z ~ N O D 1~-1 O~ w orlx(w) 1 2 3 4 5 6 7 8 9 10 11 12 Hz-L D C7 U ~ ~ "q N Q~3 H~(=,7V
~om-+~ FEET ~ ova=z mz AVANCE WARNING SIGN H Z ~ 2 D EXAMPLE OF "L" & "W" DESIGNATIONS ~ z ~ ~ ~ ~ PAC I NG CHART °osI~il~! OQN=Z .T w¢Q~=
0031n-I POSTED MINIMUM WQQLL= xODnm _ D m H U O z D RECOMMENDED mzD~ SPEED (S) LONGITUDINAL DISTANCE L" (FEET) Q F U' ~ NDED i' U DC O try
V SOOO MPH ROUNDED VALUES I-x ztj Z2~0~ GENERAL NOTES DISTANCE BETWEEN SIONS Z H r SHLD. a ( ) N LL O J O r POSTED SPEED LIMIT (FEET)± KEEN SIGNS F Z w NOO~Q
OOH 0: O Hi Q OO y ~ i -USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY MPH C) S ~ Z rr 20 10 15 20 30 35 40 50 55 80 70 75 80 O H ~ ~ --I D STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, AAE SPECIFIED. ( ~ O 1 © z
' ADD 9 z D-Di D-1 - - - - - ;a i5 ~ r„ 7s es 95 io5 ns 125 FH •CH 2•APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OA MORE < 35 - 200. 200 200 I zoo. a
H V 25 1 L` 7s a p N s SIGNS AAE USED. ALL SIGN SPACING DIMENSIONS AAE APPROXIMATE. FIELD ADJUST 00 ~ W - .~r i > ias iu cos 180 s p Z AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED 3IGHT DISTANCE, OBSTRUCTION , Z p) 30 s ~ INTERFERENCE, ETC. 40.50 350 300 350 Qp ) 3so n
SHLD. - 35 zs ~s es C, n5 ie~ ias 1r~ tes zas e7s 245 55 500 500 50U I suu
40 :+o ss oo ~ ~ Teo 1so zt5 2ao 27D 2ss 3zD CONTROLLED ACCESS ROADS
~ 55) 1000 1500 2700 )0 200
~ L 45 aE so 1~s Teo 2e6 27o ai5 Sao 4as nsn <ss sno fA ~ 'A _ - - - _ r~ ,o Too Teo ~ . ~ mn ~,n !ne uO ~nr ao sD0 J p ~ w H
D 3D , , mC7 N'f1m - - - - a fr ~ m 55 no 1es zao ~ a3o 9HS 4an ass ,ao eas eso O Q Z Z ~ Z ~ ~ W O Q O
~N~ _ D-E"N Oar w F z
v v N 60 0o io ~aa enu ~r,o ~ro uo ;to ooc ee0 r20 (O ~ ~ p ~ H <H W _ zZW OC mC>2 H H~IA
H ~ O 2 65 ss '~.so 1es zso ;~z; sso ass ,2o sAe Fso 715 7H0 f~ Z uJ ~ _ 3~zF.. O ~ D O Q ~ ~ n
m Z O 7D 70 140 210 280 350 420 490 560 830 700 770 840 ~ N Q H 3 Z DISTANCE TO 4TH SIGN L L ~ p W _ ~ °'I D ~AEPEAT FOR ANY CONSECUTIVE SIGNS ~ DISTANCE TO 3RD SIGN DISTANCE TO 2ND SIGN DISTANCE TO 1ST SIGN SIGN N p ® fA
D m W Z G ®U U ~ W v ° B A
mz®D QJ°zw ~r~ C p
~ = m ~ GENERAL NOTES ~ ~ Z W H N ~ ~ REFERENCE ZQCO IL REFERENCE ~
H D y D TAPER LENGTH CRITERIA FOR rn ~ ~ - ~ ~ ~ PoINr POINT N ® W
m z ~ ~ CHANNELIZING DEVICES IN WORK ZONES 1•TABLE FOR "L" DISTANCE I8 BASED ON CHANNELIZATION TAPEfl FORMULA FROM THE N.U.T. C. D. WHERE: _ ~ I- L•H N ~ N L"{ N , Z H m ~Z H HLU HBO i" Z O SPEED LIMIT FORMULA ~ ~ LL ~~y0
D H TYPES OF TAPERS TAPER LENGTH 2 J v p p z m ' C7 W 0
H ~ 't1 40 MPH OR LESS tl ~ W x S Z H - (n ~ 0 z D° R sD wW~ m~ao O W aD UPSTREAM TAPE u, . O W W ~ M ~ U
45 MPH OR GREATER L= W x S Q- H I~ r MERGING TAPER-------------------------°----L MINIMUM xrx ~ m I'R STATIONARY OR PORTABLE SIGNS Q
m SHIFTING TAPER----------------~---------112 L MINIMUM ~ N N y SHOULDER TAPER----------°'-°--°-------'1 /3 LMINIMUM L =MINIMUM TAPEfl LENGTH IN FEET (LONGITUDINAL DISTANCE) ~ N
TWO-WAY TRAFFIC TAPER-------------------100 FEET MAXIMUM W =WIDTH OF OFFSET IN FEET (LATERAL DISTANCE) S =POSTED SPEED LIMIT, OR OFFPEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
100 FEET PER LANE OR THE ANTICIPATED OPERATING SPEED IN NPH DOWNSTREAM TAPER--------------------- 2•"L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
HEET 1 OF 4 AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, SHEET 1 OF 4 HEFT 4 OF 4 SHEET 4 OF 4
1101.1 1 RAISED ASPHALT ISLANDS, AND VERTICAL PANELS. 1101.11 1101.11 1101®11
z Z
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HQ g H' z Q (Q.3 Ha z o a~~ .
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HZ-H=D DESIGN MINIMUM LONGITUDINAL O~NSZ H2,~SD 48O%748„ S ~ SPEED BUFFER SPACE MINIMUM SIGHT DISTANCE acz ND ago A OOy= I ~ '
20DDm (MPH) (FEET) z tw-V~p~ x~Zym ~ 'wE'° N ~ O 30 BS DESIGN STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE Q I-Z s"1 O ~ O W20 17 NPHS 48"6x 48" waQ~-x ~ CO e., F'UOCOC7
zH~O.N _ - - _ _ SPEED (FEET) (FEET) NF OJ ZN'9r0.r1 48"x48" 250'1 h ZW i} ~ L _
(7=~Z 35 110 (MPH) p~~~ n2~Z t&T MAX. 1201 COMER . ~ -1 D 3D 200 i 1090 z Ha -I ~oo~¢ I ~ ~ ~ ~ ~ I------- a Ha ~ 6~~
D~ 4D 155 - - y~D Wzo•,7 TuuN sfaclNc ~ ~ ~I w p ~ ~ >
°z 4s tU5 - ~ o °z ~ 40 305 1470 -
50 240 _ _ _ - 45 360 1625 - - - - - - - _ ~ ,5"
55 290 - a N A®4,~ t,~e18' ~ ~18•eAS ®aIS ~rf 50 425 1835 - - - - - y-T~ - - - - - - - .2'd' w I j 4.. Z ~ ~ _
60 345 - r ~ ? A M_utle .WORK AA~ ®e ~ 'S _ 49' 1985 z
D 65 405 6D 570 2135 J LU m b b _ Z o _ _
- G ~ m 70 _ 470 - - ~ m V ~ m 10:1 TAPER RDLLTM--AHEAD STREAM T1 N ~ 65 646. 2285 ~ ~ Z N m Z 20' GONE DISTANCE TAPER owe ~ ~ I
"II 75 540 - m nH - - - 70 730 2450 (D ~ ~ r SPACING SEE NOTES 100' ~
~ U 80 615 _ - _ _ _ N ~M ~®N (n ~ _ - - 75 820 2580 ~ N D ~ _ © ~ APPROACH BUFFER TMIA 50' SHIFT TAPER Z o ~ p 0': ~ HO ' w ~ 18" ~ ~
D Z O Q N _ ~ D SHIFT TAPER SPACE SPACE MIN, Y2 L TUM45 N ~ „ pW~o
n ~ 90 910 2680 ~ W = ~ D W l~zl 4e° x746° m~z p ®N cv~CD
po O v ~ U r D r° 0 T6P~c No ~ r ~ Q J ~ Z ~ ~ TD.I AH W1.4L
H ®v Z~ m g Z p 4e^ x a6^ 4e^x46° wzo-n _ m v GENERAL NOTES Q~ U n~~ v 46"x46" aJQJ - j ~ e
~ o z ~ L.___~...__ -
~ N ~ - LES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HiGNWAY3 AND STREETS" AND THE "MANUAL ON O z d O ~ ~ v ~ H 1 UNIFORM TRAFFIC CONTROL DEVICES", MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAA VEHICLES ON WET AND LEVEL = ~ (A N N r ®
~ Z ROADWAYS. CONSULT THE AASHTO GREEN BOOK TO HAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. (n m ' ® Hi vI Z O rH W v~ N~ GENERAL NOTES H ®Q ~ ~ CRITICAL POINTS NOTES:
D ~ ~ 2•BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOA WET AND LEVEL PAVEMENTS. ~ N LL { C 1- REFER TO STD. itOt.11 SHEETS 1 8 4, FOR "L" DISTANCE AND SIGN SPACING. ~ ~ ~ A A. OVERLAPS AND SEAMS REFER TO SPECIFICATION SECTION 21000 FOR NOTES Qo ~,l z W N B. PROJECTEDWATERLINE
C) 8 O 3-USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC ~ W ~ m O m W ~ APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS STOPPING SIGHT DISTANCE TO THE FLAGGEfl. FOA LANE CLOSURES LL m C 77 2- INSTALL LANE CLOSURES WI1H THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE r ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OA FLASHING ~ Z LEGEND LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. IC. flEMOVE w B C. CHANNELBOTTOhNSIDE
RI ARROW PANEL. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED. ~ 3- PLACE CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. N F r 17~ TMIA PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25 FEET. W C SLOPE VERTICES SPEED LIMIT. Z
4-USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE A GONE REQUIREMENTS FOA PLACEMENT OF PAVEMENT NARKING PASSINGINO-PASSING ZONES FOR 2-LANE, 2•WAY ROAVWAYS. Z 4- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE BEGINNING OF THE J * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED INNIPki DF THE ~ q IF NECESSARY TO ALLOW STAPLES TO SECURE THE
(11 ~ FLAGGEp APPROACH SHIFT TAPER. (REFER TO STD. 1101.11 SHEET 2) N
C>I PORTABLE SIGN 5- TMIA'S ARE REQUIRED WHEN A BUFFER SPACE CANNOT BE ATTAINED, OA WHEN DIRECTED BY THE ENGINEER OR AS SHOWN IN THE SHEET 2 OF 4 ~ DIRECTION OF TRAFFIC FLOW PLANS. WHEN USED, POSITION TMIA'S TO MAINTAIN AROLL-AHEAD DISTANCE AS RECDMMENDED BY THE NANUFACTUAER. i SHOWN IN THE B CRITICAL POINTS ALONG THE CHANNEL SURFACE. ;TUAER. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
HEET 2 OF 4 HEET 2 OF 9 1101.11 1101.11 1101 a O2 S- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. SHEET 2 OF 9 C OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY eeeoeeo11eeooeo 1101.02 BE NECESSARY TOPROPERIYANCHORTHEBLANKETS, °o•o•°'~N ~qR~°a•°om
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y ~ ~ Z H D D ~ INITIAL PLACEMENT L SPACE SPACE MIN. 100' ~ O V 35 - 19 1 - 8 1 W ~ W H , wsssoe (SEE NOTE 8} TMIA MIN. 100' °e°`]~ 'Y ~9 •°o N s o 0
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amen... W26-5 W4-21 W20.5 DISTANCE - e~sswa 48' X 48' i 48' X 48' 46' x 48' (SEE NOTE 7) 45 13 1 10 1 sta W4.1L ELI e ~ SEAL s o 16578 °
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H 70 20:1 15: t (g ~ r®H _ y w z Z w M ~O w b b b DOWN C) x ~ C7 1w ~ z ~ ~ SIGNATURE
~ ® E 3 ~ Q t- D l~ NILE MINIMUM © © ® MERGE TAPER BUFFER TMIA 50' TAPER z O FV.AR ® Q ~ O G ~ ~ ~ ~ REVISIONS 50' TAPER
DI ~ -I BPWRIEW® Q W (Jy Z INITIAL PLACEMENT L SPACE SPACE MIN. 100' ~ ~ Z ~ B m Z (SEE NOTE 8) ~ TMIA MIN. 100' ~ ~ Q ~ p 1l0 D
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m r ~ TEMPORARY BARRIER PARALLEL TO TRAVEL LANE Q ~ ~ O ~ ~ ~ -0R- W4-2R W10.6 DISTANCE v O ° D ~ v urE Lvr_ W20S 48'X48 48'X48' (SEE NOTE 7) 'E 7) p ~
~ v v Q ~ Q ~ m a.assl. 48' X 48' v ~S~E~
r N ~ LENGTH OF FLARE ~ Z m D ~ sia 48°~X 46• GENERAL NOTES D H ~ U { r :C1 ~ H = ~ ~ s 1„t 1- IF NECESSARY USE THIS STD. FOR ONE-WAY CITY TYPE STREETS WHERE SIGNS MAY BE MOUNTED ON BOTH SIDES OF THE ROPDWAY. N ~ J OF THE ROPDWAY. _ ~ f',I
m ~ Z O ~ ® Z 2• PLACE ARROM PANELS ON THE SHOULDER (PAYED OR UNPAVED). PLACE AAgOM PANELS WITHIN THE TAPER IF SHOULDERS 00 NOT EXIST. ~ O ~ ~ O r ~ L7i HEET THE AEOUIRENENTS FOfl STOPPING SIGHT DISTANCE AT THE AAgON PANEL LOCATION. IF NEEDED, EXTEND LANE CLOSIIAES ULDERS 00 NOT EXIST. (n ~ ~ LANE CLOSURES ® J
D ~ .n M a Z ~ .n AT THE BUFFEfl SPACE, SUCH THAT STOPPING SIGHT DISTANCE TO THE AgflOW PANEL IS MET. (SEE STD, 1101.11 SHEET 2) 11 SHEET 2) ~ Q, ~ ALONG THE BUFFEfl Z
-i ~ O Z ~ S.. m ~ O 3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE PoSTED SPEED LIMIT. PLACE DRUMB ALONG THE BUFFEfl ~ W ~7 W ~ F ~me~ ~ SPACE AND WDAK AREA AT THE MAXIMUM SPACING EOVAL IN FEET TO 2 TINES THE POSTED SPEED LIMIT. w W
~ Ms LEGEND 4- gEFFA TO STD. 1101.11 SHEETS 1 & 4, FOA "L" DISTANCE AND SIGN SPACING. ~ GENERAL NOTES ~ 0 5- REFFA TO STD. 1101.02 SHEETS 6 AND 7 FOq TAEATNENi OF LANE CLOSURE6 TNRU SNTEgCHANGES. IC. REMOVE LAVE ~ ~ p PROJ.# ST1135W'f1154
1•A BARRIER IS CONSIDERED FLARED WHEN IT IS NOT PARALLEL TO THE EDGE OF THE TRAVELWAY. ~ N FLASHING ARROW PANEL (TYPE C) 6- INSTALL LONE CLOSURES WITH THE TRAFFIC fLgY, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. gENOVE LANE m CLOSURES ABAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. vTRUCK MOUNTED IMPACT ATTENUATOfl(TNIA) 7- TMIA'S AAE REWIRED ONLY WWEN A BUFFEfl SPACE CANNOT BE ATTAINm, OA YAIEN DIRECTED BY THE ENGINEER OA THE PLANS. WHEN OA THE PLANS. YMEN o DESIGN BY: JE S
2-NOANALLY, BARRIERS ARE USED FOA WORK AAE'A PROTECTION. WHEN SERVING THE ADDITIONAL f[DCHANGEABLE MESSAGE SI(N (CNS) USED, POSITION THE TMIA TO MAINTAIN AROLL-AHEAD DISTANCE AS AECONNENOEO BY THE MANUFACTURER. FUNCTION OF A CHANNELIZING DEVICE, SUCH AS WHEN SHIFTING TRAFFIC, BARRIER TAPERS SHALL PLACE CNS APPROXIMATELY DRAWN BY: TGC
MEET STANDARD CHANNELIZING TAPER LENGTHS AS SHOWN ON SHEET 1. ® DRUM 8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAYELWAY AG DIRECTED BY THE ENGINEER. PLACE CNS APPROXIMATELY b PORTABLE SIGN N2 MILE IN ADVANCE OF THE W20-5 SIp1S. IF TRAFFIC BACKS UP TO NMERE THE DIS IS INITIALLY PLACED, gELOCATE CMS 1~ NILE FROM PMICIPATED BACKUP CONTINUE TO MONITOR 171APFIC, HOVE CMS APPROXIMATELY 1~ NILE IN CONDUCTION WITH ANTICIPATED BAC RELOCATE CNS LL NILE n ON WITH ANTICIPATED BACKUP. DATE Z-11-11
HEET 3 OF 4 SHEET 3 OF 4 HEET 3 OF 9 ~ DIRECTION OF TIIAFFIC FLOW 9- MESSAGES NAY flEAO "LEFT LANE CLOSED" OA "RIGHT LANE CLOSED", "MERGE AICiiT" OA "MERGE LEFT" DEPENDING ON LANE BE[N6 CLOSE GNG ON LANE BE[NG CLOSED. SHEET 3 OF 9
- 1101.11 1101.11 1101.02 1101.02 SCALE HOR: NTS
SCALE VER: I~
SHEET N0.