20110608 Ver 1_Site Plan_20110713

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S DATA
PROJECT: to 03 1- 1- s G co oS YovT
PREPARER: LEER. PE I~+rES, riz.,
2- PREPARBR S CONTACT:.. Lea R xinea, Jr. (Richie), PE z - S EROSION C oL
309 Cam Dmro
Fuquay vaiiaa, NC 27626 SR ~ - L
546 Phone [phone] ~ 4.
4 - S T & PRO
Ema0: richi ccan -1 - DESIGN CDOT DET S
~ -1 - 0 ~ 42 LLC ~
~ - ~ -2 -2 - CDT DET S
OWNBR'3 CONTACT: .Charles Mast
Pat Offico Box 119 ~ -1 Smithfiold, NG 27577 -1 - T D B P DET S
Phone 919 934-b187 ( ) ~
B- Fsa [phone] G B- - T BAS CMG
B- -
JOHNSTON CO PIN: .162 7 162700.53 7696 162700.64-7387 ~ ~ Site WDB-3 - ' T N ASIN G
ZONING: GB OHNSTON CO ~ - F-1 F-1 - S
PROPOSED USE: CO N
~ F® - of- - S Y o "
TOTALTRACT 18.3 ACRES (16.7 acres outsldo of the R/W)
C~ WA NEUSE F-~ F-3- Y o
F_4 0 of-4 - S Y o '°A'° ''B"
VIC - T - N EC-1
EC-1 - OSIN L T S
-1 - -1 - A DET S
-1 - SS-1 - Y S T S
~gtkd4taY#tdti:gi.
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309 CAMERONWOOD DRIVE c ~ ~ ~
FUQUA Y- VARINA, NC 27526 ~ _ ~ ,y~"r' "
PHONE [phone] ~ . ti
richie~hinesengineeringgrou .ccm r< P ~ 111,.
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L O N0: 10 W,
1111,511

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G~ STORMWATER MANANGEMENT G~NERA~ NoT~s ~
IMPERVIOUS AREA ANALYSIS; i. EXISTING SITE SURVEY fNFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY o
PR01?DED 8Y JERRY BALL LAND SURVEI7NG, PC. THESE PLANS DO NOT ASSUME .ANY LIABILITY FOR ANY EXTSANG INFORMATION 80TH SHOWN AND NOT SHOWN ON
TOTAL TRACT AREA = 16,71 ACRES 728,029 5F ( ) \ I ~ 1 5F ASSUME A MAXIMUM ALLOWABLE IMPERVOUS AREA QE 6Q% A36,8 7 THE SURVEY AND ANY CHANGES TO THE EXISANG CONDITIONS 1HAT MAY HAVE ~1 7 ~ ~ ~ OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL 'f3 (x N ~ ~
PROPOSED ROADWAY IMPERVIOUS AREA = 37,467 EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. ~ O U ~ ~
~ MAX ALLOWABLE SITE IMPERV -PROP ROADWAY IMPERV =ALLOWABLE IMPERV AREA IN LOTS = 399,330 SF Z, 2. 1T IS THE RESPONSIBlL11Y OF THE CONTRACTOR TO VERIFY THE TYPE, SIZE, DEPTH, ® Z
ALLOWABLE IMPERVIOUS AREA IN LOTS / ~ OF LOTS = MAX ALLOWABLE IMPERVIOUS AREA PER LOT MATERIAL, AND LOCATION OF ALL EXISTING UTTLIAES PRIOR TO GONSTRUCiION. ,546 ~Q ~ O . N C NOTIFY 1HE OWNER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED ~ ~ Q
'`1-•._ # LOTS = 10 THAT WOULD NECESSITATE MODIFICAl10N TO THE PROPOSED DESIGN. ~ ~ ~
MAXIMUM AVERAGE IMPERVIOUS AREA PER LOT = 39,933 SF) \ ~ 3. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO y, ~ '`ty ~ ~
~T&2~KPORT ~N.AIeY~IS: ALLOW NEW CONSTRUCTION. COORDINATE PROPER ABANDONMENT WITH THE ~ I ~ c APPROPRIATE UTILITY COMPANY. q
\ 60% IMPERVIOUSNESS (10.03 ACRES) RESULTS IN A TOTAL NITROGEN (TN) EXPORT OF 12,06 LBS/AC/YR, 4. r ~i~ ~ ' \ WHICH IS GREATER THAN THE 10.0 LBS AC YR LIMIL THE WET RETENTION POND REDUCES THE TOTAL 4. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY U ~ ~ HAZARDOUS MATERIALS. CONTACT OWNER IMMEDIATELY iF ANY HAZARDOUS ~ ~ Q ~
r • r ~ ` 05XPORT FOR THE SITE BY 25% TO A VALUE OF 9.05, AN OFFSET PAYMENT WILL BE REQUIRED TO j MATERfALS ARE DISCOVERED, CAP AND REMOVE U7111TY SERVICES, FUEL TANKS ~ rQj ~ a'~
~ ~ ~ ~ REDUCE THE TOTAL NITROGtN EXPORT VALUE TO 6.0 LBS/ACfYEAR. AND SEPTIC SYSTEMS. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL Site G ,J APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.
~ I I . ~ ANALYSIS SUMMARY: 5. 5. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED
~ . ~ e ~ ~ ~ , TO .MEET BOTH IMPERVIOUS AREA AND NITROGEN EXPORT REQUIREMENTS, THE DEVELOPER AGREES TO LIMIT OFfN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.
+/-20 TEMPORA Y ~ I ~ ~ ' ~ THE IMPERVIOUS AREA PER LOT TO AN AVERAGE OF 39,933 5F. i \ ~ 6. THE CONTRACTOR SHALL PROTECT THE FACfLI71ES OF ALL ADJACENT PROPERTIES,
CUN TRU i ~ i ~ ~ s CTION i ~ . ~ THE GENERAL PUBLIC, AND THE OWNER. THE CONTRACTOR SHALL IMMEDIATELY
AS I i ~ E EM i ~ ~ REPAIR ANY DAMAGES AS DPRECTED 8Y THE OWNER.
7, ALL WORK SHALL BE PERFORMED fN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND OSHA REGULATIONS. VICINITY MAP (NTS)
8. ALL ROADWAY AND UTILITY CON57RUCflON SHALL BE 1N ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS, AND DETAILS OF THE NCDOT AND JOHNSTON COUNTY,
~ \ ~ TOP RESPECTIVLEY. SEALS
• ~ , ~ ~ ~ OF BANK 9. THE CONTRACTOR fS RESPONSIBLE FOR HAVING AN INDEPENDENT ENGINEERING
~ ~ y y ~ TESTING COMPANY VERIFY THAT 1HE 5UB-GRADE, BASE, AND ASPHALT MEET
, ~ THE O~THE BRANCH IS THE CURRENT MINIMUM NCDOT STANDARDS. ~~~~o~r~r°~~~+
, ~ ~ . + PROPERTY LINE, THE LINE S OWN 10. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH PROGRESS ENERGY AND ~,a' ~#~"*°"*f/ ~""?f SHALL INSTALL CONDUITS ACROSS THE ROADWAYS AT LOCATIONS DETERMINED BY SITE DATA "~`*''~~jd~ ~•*~~,9~"
\ ~ : ~ I i ~ ON FOR REFERENCE AND ACREAGE CALCULATION. PROGRESS ENERGY PRIOR TO PLACING THE STONE AND ASPHALT. CONDUIT SHALL ~ ~""k
\ ~ BE PROVIDED BY PROGRESS ENERGY.
~ ~e ~ PIN: 162700-64-0047; DB 2602, PG 0506 'P
ETD ION ~ . \ PG 0452 PIN: 162700-53-7696; DB 2865, . x
BASIN . ; /r PIN: 162700-64-7387; DB 3151, PG 0196 ,,{~ffi~ ~i~tt~~~,~
- - \ \ \ _ - T~ \ ~ y
, ACREAGE: 16.71 ACRES j~~a"
\ 50 NEUSE ~ y ~ v~ RIPARI9DI-•BCJTFER~ ZONING: GB

TOTAL LOTS: 10
3 \ AVG LOT SIZE: 1.15 ACRES
~ \ N/F MIN LOT SIZE: 0,66 ACRES REVISIONS
MATTHEWS TRUST
20 ET DETENTI N w ~ cAYL S MATTHEWS, TRUSTEE PUBLIC STREET LENGTH: +~-1,067 LF
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so+ao s+aa a+aa ~ oa a+ao a+oo m .N,aa \ ~ y ~ \ ~ o CONSTRUCTION DOCUMENT
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APPROXIMATE LOCATION f
i EXIST G 16 WATERLIN I ,
ELE TRICAL _ _ I Q I ~ ~ ~ ~
TRANSFORMER ~ I I
E E E E E

NC HIGHWAY 42 a y~.~' ~ EXISTING EDGE OF PAVEMENT ~ ~ U
\ ~ d'
' 100 PUBLIC R I GH T O WAS----~ 41 ~
EXISTING EDGE OF PAVEMENT ,----------.~r------------~--------- - - ~ ~ o
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THE TOPOGRAPHIC INFORMATION SHOWN ON THIS IRENE S JOHNSON ~ !!o. `c REVIEWED BY; LRH
SHEET IS TAKEN FROM JOHNSTON COUNTY GIS d- O / o ~ DESIGNED BY; LRH
cy I- AND IS FOR GRAPHICAL. REPRESENTATION ONLY. ~ ~ t~ DRAWN BY: LRH
~v!~~ DATE: N4V 2010
C~ `'C ~ ~ PROJECT NUMBER: 10 03
~ THE WETLANDS SURVEY IS ONLY FROM THEIR OUTER EDGE ~ w w ~ TO THE TOP OF THE BANK OF THE EXtS17NG STREAM, I ~ ~ OVERALL LAYOUT
I ~.I IT IS NOT INTENDED TO BE A COMPLETE SURVEY. AND SITE CONDITIONS
J
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1
d NOV 2010

`I'1~: ~;d~tt~ut~ta~~t ~~}11s~lit~ C~ptstrol 9ct ~,~4 ;~rrt~z+3~:~! ua bE~+~uu 1s~ : ~ ilta~ 1~-e~~t~~~l ~L~t~n~~ I~~~ ~ ~r~,~~~ ~rt~7 . GENERAL NO TE• RAC NOTES CONSTRUCTION. SEQUENCE w
.4~ t1 Trta~eet tai ~a}k~ ~aar~ digit tlae ap}~aaae~l ~r~~i€~n ~U s~~1~t~tenic,°..~d^. c,~zti~1 Q
E~l,~saaxL~u~Ffc~11~,~~1` 1. TOTAL DISTURBED AI 1. OBTAIN EROSION CONTROL PLAN APPROVAL AND PLACARD, A COPY OF THE o tL DISTURBED AREA IS 6.7 ACRES APPROVED PLAN MUST BE ON FILE AT THE JOB SITE. NOTIFY EROSION CONTROL o
~titfas ~~l~aiti t1t~ d~+~~~u~arasci.a~~ti trf clt~~,e >r~~sp~~s#ni~~ t~k~ ~tf~ct ctct~a~,~ 1. atat~t. Tf~LECTIvE I~ f~~? P' P ~ ~ AUTHORITIES OF PROPOSED STARTING DATE OF LAND DISTURBING ACTIVITIES. ~ ~
I E PIPE PIPE PIPE UPPER L~~dER ~lP,~TRFAfs~ ~T~l1t~T1JRE BATA 2, THE CONTRACTOR SE ~ ~ e ~ t ' . iA• i i'i N . a:. . UP STR~~ . GN STR~~~ SL~iPE LEI, LE~It~T1•# Iu1ATRL IN"t~. IP'l~J, TP ~L~~V, DP~ TY'PE OBSERVING EROSION CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN ~ j ~ i :RVING EROSION CONTROL MEASURES 80TH ON AND OFF 51TE. 2, CONDUCT PRE-CONSTRUCTION CONFERENCE. ~ ~ O ~
? ~T a~]~ili~liectsa~t~ 1~~~ <~m t~ 9 ~ trt~ 4l ~ ~t~,k~ 5~1a Itit~ ai i,~F lig~zz'~~at1 ALL OFF-SITE SOIL I art ~n~1}~4'~~a~~fic~~i~t Fh4i€r,~ a rru~t~r~r ~etn ~td~ ~ aT~r ~ ~ gal ttr~ fI~T$ dPT} 1FT~ (F1') ~PT1 PERMITTED FOR SUC OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY
. ~ ~~tt~t~ls~~;#~n it~l,ts*, tE,~t~l.~~r .e~~ ~r~i~~~t~ra~~ac~ o~ ~.~~~~~~tz ai,G1 BITTED FOR SUCH ACTIVITIES, 3. INSTALL CONSTRUCTION ENTRANCE AND CLEAR AND GRUB ONLY AS (I)^ U W NECESSARY TO INSTALL PERIMETER SILT FENCES, THE TEMPORARY SEDIMENT BASIN, ~ ~ I ~
~e;is~n~~?~~t~nn c€?r¢a~c~~ ins°n~n~ ~~ac~rsxiir~ tc~ €,~k ~~1Tr~aac~rl ~+1~rer. T1~ rE:~1.r~tt~~~~ AND TEMPORARY DIVERSIONS AS SHOWN. SEED AND MULCH DISTURBED AREAS ~ O ~ c CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED Q N
~ sh~nlzl i}r ~c~actc~ ~t~c~r ~~~~1~~h~~~ cif 11~ pr~r~ec~, ~s~d:~rntinncdcmtil F+cr~~i~ns ES DN ~ ? ~~It,~ ~ ~ ~ a 3. THE CONTRACTOR 51 ~ ~ 0 R_P 0.75 ~a 1~,1~ FES EROSION AND STORfa ® c~~~t~~~ts°,~:~~tt;~lsl~+t#~3. ~ ~ ~ } a ENCROACHMENT AGR OF THE SEDIMENT BASIN AND ALSO OF DIVERSIONS IF THEY ARE TO REMAIN IN PLACE ~ ~ ~ ~ "m iION AND STORMWATER PLANS, NCDOT DRIVEWAY PERMIT, AND
~ a1 'E DI 1.0d ,~a ~6 R+~. P ,05.51 ,~t~T,SD 311,~G .~:I;~I DI 20ACHMENT AGREEMENT. FOR LONGER THAN 30 DAYS. ~ ~ Q ~
PREFORMED SCOUR HOLE ® CSI ~ ~E ~ eat F'CP ~~7.~ 31~.4~ e={~ D1 4. THE CONTRACTOR SI 4, CALL FOR INSPECTION OF INSTALLED DEVICES. w ~ rn w CONTRACTOR SHALL MAINTAIN ALL EROSION GONTROL DEVICES AFTER ~ I
(SEE DETAIL, EET 0 ~ ~ ~ ~ ~ ~ ; ~ F~ ;~°I EACH RAINFALL EVEI C~ CBS .~~~r R.P vQ~.,~.„ ~0~.0 Ou,~~. ~t,,t4 4P i RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ENGINEER. <C 5. PERFORM CLEARING OPERATIONS. U Q W
e p~ ? C~~ DID .S?p~f 30 I~~P ?491 L"~~,I~~ ~G`1'~! x,'~f~ ~E 5. ALL OPEN STORM PI OPEN STORM PIPES SHALL BE PROTECTED WITH TEMPORARY INLET ~ rn O O
72 LF-1$ RG Dl PES ~ 0,~ 15'~ RCP ;~~0,~0 ',c''%~P~;i•~0 '?~l~w.l"~ . ~ ~~+~k ~'I PR0TEC110N AFTER TEC110N AFTER WORK STOPPAGE EACH DAY. 6. STRIP TOPSOIL AND STOCKPILE IT WITHIN THE CONSTRUCTION LIMITS, o ~ I ~
AT 0.7% SLOPE 6. ALL 5T0RM DRAINAG 7. BEGIN ROUGH GRADING, ~ ~ G'" 4. ` STORM DRAINAGE PIPES SHALL 8E THOROUGHLY FLUSHED OF ALL
~ 5 SEDIMENT FOLIOWIN( ® ? ~ '3 n ~ ~ C SYSTEM SHALL BE F ~R 1 CE 1~ t R.~P O~.t~ ~6~.7~ 1~.T~ .,L~R MENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM g, INSTALL STORM DRAINAGE SYSTEM AS GRADING OPERATIONS PROGRESS, INSTALL fEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER INLET AND OUTLET PROTECTION DEVICES AT NEW STRUCTURES AS THEY ARE
? ~ FUNCTIONING OF THE CR M ~a ~ 1 ~1 RCR ~~~,ir2 :41.1 1~. ~1,~ CO ~110NING OF THE DRAINAGE SYSTEM. CONSTRUCTED. PROTECT ALL OPEN STORM DRAIN LINES UNDER CONSTRUCTION
OUTLET 7. SOIL AND OTHER MA AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITH STONE FILTER AFTER STOPPAGE OF WORK EACH DAY.
STRUCTURE ITHIN THE CONSTRI IN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION TROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS 9, RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS, AND VEGETATE
FImS ~x 4~P ? €.19'j ~ 1G R~~P ;~0~.04 ~4~.1 4.44 FES CONTROL DEVICES A t ~ . REQUIRED AS INDICA JIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES BELOW, STEEP SLOPES AS THEY ARE ESTABLISHED. ~
' ® °~4? SCE ~ ~.:~a~~ 5.~ RCP43.51 ~4~.~'1 ~4~.~! e~,ya CB DESIGN. AND CONSTRUCTION METHODS SHALL COMPLY WITH NCDENR 10. ONGE ALL MATERIAL HAS BEEN REMOVED FROM THE TEMPORARY STOCKPILE AREA,
POROUS ! ~ r° CR 4 CB ~i 3,~3~~ ~ "fi9 RCP ;1i~~3.~t ~4°;?.~~1 34.~M I ~~,E!~1 CP 8. ALL DESIGN. AND CO ~ ° SEDIMENTATION AND MENTATION AND EROSION CONTROL REGULATIONS, RESTORE AREA SIMILAR TO ORIGINAL TOPOGRAPHY AND STABILZE.
BAFFLES (TYP. + C13 CE3 ~.?~"~f a RCP 342.1 341.1 34S•~I C~ I I ~ ' 9. ALL WASTE MATERIA WASTE MATERIAL GENERATED FROM GRADING/DEMOLITION AC11VI11ES SHALL 12. CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED, REMOVE REMAINING
I . I BE DISP05ED OF OFI e ~ • ~ ~ /J~ r (++~rrf t^~ ~i~ ~ ~4{~ p} f~~} I`{~ pP~ REGULATIONS. )ISP05ED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND PERIMETER EROSION & SEDIMENT CONTROL MEASURES AND STABILIZE THESE AREAS. SEALS
1 I ~ I~I "1 .VI~ 41. [A4 J4} `lf {J kh R"n•P 4tt~.4'kk TfFFr.X7~ `,/NV.R,fFy sa. ~M M~ JLATIONS.
I . ~ ~ q~ S D ~ ~ ~ , 10. ALL DITCHES SHALL a / I I \ . e 10,4x4 ~ ~ 1~ 14G F~~P ..Q.,.4~1 M ~ DI AND A PERMANENT DITCHES SHALL HAVE A STRAW WITH TACK TEMPORARY LINING 11, ONCE ALL UPSTREAM AREAS ARE PERMANENTLY PROTECTED, INSPECTED, AND APPROVED THE TEMPORARY SEDIMENT BASIN MAY BE REMOVED, THE BASIN SHALL A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED. gisNhiM~ir~r
III ~ ~ ~ rff ' D16 SIT ~.54~ 15 RCP 4~~;:.+:+t~ ~ :~~vl.+? i:'1 L~1 BE CONVERTED TO THE PROPOSED STORMWATER RETENTION POND AS SHOWN IN a~ r~
I I ~ . ~ ~ Imo. ~ ~ „ 0 U! 11. THE CHANNEL LINING I I ~ ~ .e t11'~ DIS ~~t 975 RCP X44,04 1)I~1 G~,O(i REPRESENTATION OP CHANNEL LININGS SHOWN ON THIS SHEET ARE FOR GRAPHICAL THE APPROVED PLANS, THE REMAINING PERMANENT CHANNELS, LINERS, AND SLOPE a'`~~'~~4,C'~~~'`},~ PROTECTION MATTING SHALL BE INSTALLED AT THIS TIME ALSO, ~ ° ~ RESENTATION ONLY. ACTUAL LOCATION IN THE FIELD WILL VARY. +7 ~ w' ~ ~~T~O~~~
I ~ ~ ~ o e ~ q' I ' I ? ~ I~I~ ~11~ 4,~1filY RCP ~~e.4~1 ~~l.~l ~v~f. M'id 4+1~ 13, VEGETATE (OR OTHERWISE STABILIZE WITH PAVEMENT, STONE, ETC,} ALL DISTURBED ~ ~
AREAS WHERE GRADING ACTIVITIES HAVE STOPPED AND WILL NOT CONTINUE FOR ~ ~~A~
MORE THAN 15 DAYS. EROSION CONTROL LEGEND ~ « a ~'`~la
~ ° ° 14. MAINTAIP! ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. ~
° • ' e v. TOP pF ~ - TEMPORARY DIVERSION DITCH ~"~„P'F~ INS SEE DETAIL SHEET EC-1 15, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN ~
~ ~ • ` 1 ~ - BANK I ~ , - y THE RUN OF THE BRANCH IS THE THE ACTUAL CONDI110NS IN THE FIELD AND THE CONDI110N5 SHOWN IN THE PLANS ~''"~r~' ~ ~~°e
• + ~ ' • • ® ~ PROPERTY LINE, ® SEDIMENT TRAP SO NECESSARY ADJUSTMENTS CAN BE MADE. r rNIM~~~ SEE DETAIL SHEET EC-t f J,
16. ONCE MONTHLY, THE CONTRACTOR SHALL FAX, EMAIL, OR MAIL A COPY OF ANY NEW ~t~"
INSPEC110N REPORTS TO THE NCDENR-DLR INSPECTOR ASSIGNED TO TIi{S PROJECT, NAG C-350 CHANNEL LINING
r. SEE DETAIL SHEET EC-i
RocK CHECK oAM SLOPE SURFACE STABILIZATION
~ ? ~ . o \ \ SILT FENCE (TYP.) SEE DETAIL SHEET EC-t REVISIONS
LIMITS OF DISTURBANCE PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
RETAINED BY VEGETAITVE COVER OR OTHER ADEQUATE EROSION
- ~ r _ \ \ y ~ 1 auTLET DISSIPAroR PAD CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT SEE DETAIL SHEET EC-i EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY
I ® ~ ~ 0 50 NEUSE ` PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
e RIPARIFER~` TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR ~ DROP INLET PROTEC110N a
/ SEE DETAIL SHEET EC-1 STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO o G.S. 113A-57(3}, PROVISIONS FOR PERMANENT GROUND COVER v
~ ew p ' ®M1 ~ +Y y y THE BASIN SHALL BE CONS U D AS ~ ® ® ~ SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR REINFaRCEO sILT FENCE OUTLET ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR °
WN FOR SEDIMENTATION AND ION o ~ ° v~ ~ SEE DETAIL SHEET EC-1 DAYS (WHICHEVER 15 SHORTER} FOLLOWING COMPLE110N OF q
.v y ~ CONTR WITH THE EXCEPTION OF THE I ~ ~ SILT FENCE CONSTRUCTION OR DEVELOPMENT. a
r---~.. FOREBAY ICH SHALL NOT BE INSTALLE 1 I ~ y y SEE DETAIL SHEET EC-t o a U
UNTIL THE SEDI NT BASIN IS CONVERTED I ® 1 \ e„~ TO THE WET DETE N BASIN. ® ' \ Z
e / / I ALL A TEMPORARY E DRAIN (24 CPP) MAINTENANCE PLAN Z W
F -t- ROM E TOP OF THE DIVE SIGN CHANNEL TO 8 DI 7 0 ' ° 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE z
THE BOT OF THE BASIN. ~ 1 0 \ CHECKED FOR STABILITY AND OPERAl10N FOLLOWING EVERY ti w
1 \ RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE w EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY ~
TO MAINTAIN ALL MEASURES AS DESIGNED, ~ w
I I ROXIMATE TOP IL ' 2. PERFORM REGULAR SAMPLING AND QUALITATIVE OBSERVATIONS OF ~
I TOCKPILE A 0~ ® o ~ '~i ti \ ® ~ STORMWATER AT ALL DISCHARGE POINTS. DOCUMENT ALL ~ y ~ SAMPLING AND OBSERVATIONS. ~ N
~ 1 9c
1 _M , _ 10 ~ F 3. REMOVE SEDIMENT FROM SEDIMENT TRAPS WHEN STORAGE CAPACITY Q ®j HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
1 I o ~ GRAVEL FlL1ER WHEN THE SEDIMENT POOL NO LONGER DRAINS CONSTRUCTION DOCUMENT
\ I F ti ~ ~ PROPERLY.
T ® y Q 4. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
~ I 1 0 \ \ ~ / I ® ® \ ~ ~ 6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO \ MAINTAIN A BARRIER,
- - - - a ~G ® y y y 5. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS
.r ,y ' NECESSARY, AND MULCHED TO MAINTAIN A VIGOROUS, DENSE
/ ~ ~ ~ \ ~ ~ 20 U ILL VEGETAI1VE GROWTH.
CB 6 CB 4 0 'ti \ \ ~ EyA, ENT
1,~ Y ~ ® w w
e B7 CB CB3 CB1 0 \
r--'"-~ 1 ~ \ 6 ® ` ~ WETLANDS (TYP.) v 1
1 ® ® r y \ ~ \ ~j
i \ ~es~ I ~ ~
FES 3 I ~ ® y o
1 THE CONTRA TOR SHALL I TALL PIPE o EN IN THE DIVE SION DITCHES AS REQUIRED AT ® EN~NSTRUC ION ® ~ ((''yy~~ AT END OF RAD US ® \ '~-~.I
TO ACCES .THE TOPSO STOCKPILE AREA o' e
a I AND 0TH R AREAS I THE LIMITS OF I DROP INLET
1 DISTURB NCE. PROTECTION TY ,
1 r ~ ~ ~ f ~ ~1
1 ? y 1
~ ~ ~
3 1 4 6
I 1 I I r 1 DI 5 ~ ~ ~ ~ l
1
ACCESSES 0 THE EXISTING NOME AND EXISTING
BUSINESS HALL BE MAINT INED AT ALL TIME
1 THE PRO OSED LOTS ARE OT TO BE DISTUR ED ? 1
1 AT THIS ME. THE CDNT ACTOR SHALL KEE 1 CONSOR CTIDN ACTIVITIES WITHIN THE LIMITS OF 9 W DI4
'~J I 1 DISTUR ANCE. I
GRAVEL CONSTRUCTION
ENTRANCE (TYP.) , 1 ~ ~ ~ RESf~APE EXISTING CHA,~EL ~ ~ C,,1
1 ~ ~ ~ BOTTOM WID~TH 3 ~"EET ~ ~ ~ ~ 3:1 SIDE,£SCDPES ~ d"
DI 1 1 i j MAIN AIN EXISTING CHANNEL SLOPE
® 1 1 WITH NAG C-350 MATTI_I~._. ~ ~
D 2
®o~,®® -f------ ~ ~ ~
\ EX INV 310.75 FES 1 ' T ~
,s'~ - ~ f
~
~ NC HIGHWAY 42
~ /
~ 00 PUBLIC RIGHT WAS x N x REVIEWED BY: LRH
v ~ - DESIGNED BY; LRH - DRAWN BY: LRH
/ .~.a- j / DATE: NOV 2010
- - - - ~ e _ _ - ~ ~ ° ~ - - / PROJECT NUMBER: t0 03
' rim rnnnnneniunuirnne iar~n~~ ni~niu~e nu r~nn I I / ~ / OVERALL SEDIMENT AND
f r t I Vr'VUMAr'rl(. uvr L)MlWA A VIV 3r1UMV LJ/V M13 EROSION CONTROL PLAN
SHEET IS TAKEN FROM JOHNSTON COUNTY GIS
AND IS FOR GRAPHICAL REPRESENTATION ONLY.
THE WETLANDS SURVEY JS ONLY FROM THEIR OUTER EDGE 2
y y TO THE TOP OF THE BANK OF THE EXISTING STREAM,
IT IS NOT INTENDED TO BE A COMPLETE SURVEY.
NOV 2010

~Je.l
E
0
U N
~ ~Nn~
~T ? r l Q V

~J ®~Nv ~ ~z~~~
~
~ U~Z~
GATE VALVE LOCATIONS A C RAY LOCATIONS ARE APPROXIMATE DUE TO ~ ~ o ~ a
zs.D' GRAPHICAL CONSTRAINTS. ONSTRAINTS. ACTUAL LOCATfON SHOULD ~ ~ 4 ~
~ BE IMMEDIATELY ADJACEN r :LY ADJACENT TO TEES (WHERE APPLICABLE). UTILITY NOTES
EXiSHNG ftGADWA ~G' THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, AND tQGATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCAON.
1 3.0' MIN, 2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 3-FT. INSTALL WATER SERVICES WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE.
~ CONTl4ACTOR SHALL U t•OR SHALL USE FITTINGS AS REQUIRED TO
NEGOTIATE THE CURVE THE CURVATURE OF THE ROADWAY. 3. THE CONTRACTOR SHALL NOT INSTALL ANY WATER SERVICES UNTIL ALL LOT LINES ARE FINALIZED BY COUNTY ENVIRONMENTAL HEALTH AND
' P TYPICAL WATERLINE LOCATION ~ ~ \ MH U1ILITY EASEMENT AND ~ 1 INSTRUCTED TO DO SO BY THE ENGINEER.
~ ' r DETENTION BASIN ACCESS 7H N SUBDIVISION 4. THE CONTRACTOR SHALL MINIMIZE THE PLACEMENT OF EXCAVATED
~Ii i . i , , , EASEMENT MATERIAL ON THE ROADWAY. IF EXCAVATED MA iERlAL MUST BE PLACED ON THE ROADWAY, THE CONTRACTOR SHALL FIRST COVER THE
I ~ ~ (10' N OF SS, VARIES S OF SS) ~ `e ROAD WITH SAND OR SCREENINGS.. SEAL S
. ~ \ ` ~ 5. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES N7TH
` ' ~ : ~ OTHER PRIME CONTRACTORS, UTILITY COMPANIES, AND OTHER TRADES
~ ~ . ~ TELEPHONE, ~~~~~t~~a~~~rr~~ fNCLUDING BUT. NOT UNITED TO NATURAL GAS, ELECTRICITY, A, ~xr AND CAN ~~`,~t'~
~ . ~ ' 6. THE CONTRACTOR SHALL COMPLY WITH THE APPROVED NCDOT ~~,S1~`'~
ENCROACHMENT AGREEMENT. ~ q~` ~
i:~ i 7. THE CONTRACTOR SHALL PROVIDE ONE (9) FIRE HYDRANT REPAIR KIT ~
` , ~~.~N. TO JOHNSTON COUNTY PER TEN (i0) HYDRANTS INSTALLED. ~ ~ `""t'a~ a
,1 TOP 0 8. ALL CONSTRUCTION METHODS SMALL COMPLY WITH ALL APPLICABLE ~ wi
\ . ~ ~ y ~ ~ F BA-N~K._,.~ OSHA REQUIREMENTS. ®t" °*;~~SP~~'~Q~' ~t+ ~
15 TEMPORARY i . ~ 9. BACTERIOLOGICAL SAMPLE RESULTS OLDER THAN THIRTY (30) DAYS ~ mt~~`~
CONSTRUCTION EASEMENT ' ~ ~ i ' % ~ ~ ~ / . , ZONE 1 FROM THE DATE OF THE PROJECT ACCEPTANCE WILL NOT BE ¢~}rata orj#i' ACCEPTABLE AND BACTERIOLOGICAL TESTING MUST BE REPEATED.
10. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUGTMON TO P~~
.i ( ~ i ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- DOWNS WITH THE COUNTY,
\ \ ~ t 11. INSTALL ONE (t) JOINT OF DUCTILE IRON PIPE (DIP) UNDER ALL STORM REVISIONS
UVET DET~lTION , DRAIN CROSSINGS.
BASIN ' % ~ ~ MH 16 ?2. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT, 6" GATE VALVE AND
- - - - \ N \ \ BOX, 6" DJ.P., RESTRAINING RODS, THRUST BLOCKING, AND STONE
\ \ , \ THE MAIN LINE iEE IS NOT INCLUDED. SEE DETAIL ON DETAIL SHEET.
Fq 50 NEUSE w \ \ MF .RIPARIAN BUFFER \ ?3. WATER AND 5E"'ER PROVIDED 8Y JOHNSTON COUNTY AND INDIVIDUAL SEPTIC 5YS7EMS. ~
~
Z4. THE WATER SYSTEM SHALL COMPLY WITH JOHNS70N COUNTY ° 57ANDARDS.
~ W w 15. FIRE HYDRANT BONNETS AND GAPS SHALL 8E PAINTED WITH HIGHLY
" \ REFLECRVE PAINT AS SPECIFIED BY JOHNSTON COUNTY PUBLIC U11LIT1ES.
20 WET DET I ENT ON y THE HYDRANT DARREL SHALL BE PAINTED RED, a
BASIN EASEMENT z ° a ~ 1"'~ 16. WATER SERVICE PIPE SHALL 8E POLYETHYLENE TUBING RATED FOR 200 0
Z w ~ Q cn w ~ 1 PSI. WHERE WATER SERVICES ARE "PAIRED", A SINGLE 1" SERVICE LINE z MAY BE PROVIDED IMTH A BRONZE WYE WHERE SERVICE LINES CROSS
r ~ ~ ~ \ ~ ~ UNDER PAVEMENT AND ARE INSTALLED BY OPEN CUT, A 2" SCHEDULE w
zw w; wN ~ 40 PVC SLEEVE SHALL BE PROVIDED THE LENGTH OF THE ROAD. ~ z
w~ ww ~ ~ 17. GATE VALVE LOCATIONS ARE APPROXIMATE DUE TO GRAPHICAL ~ ~ CONSTRAINTS, ACTUAL LOCATION SHOULD BE IMMEDIATELY ADJACENT z a
~ Q v TO TEES (WHERE APPLICABLE). ~ o
~a~ wq _Q o ~ N ~ \ 18. CONTRACTOR SHALL PROTECT ALL EXISI7NG U7iU11ES DURING c°~
wz ca - ~ cn qi ~ , \ ~ ~ CONSTRUCTION AND REPAIRS TO DAMAGED UTILITIES (GNARTED OR P ,
a~ ~ ti w UNCHARTED) WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. i
-m ° ~ \ Q N \ ~~M 18 i9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY REQUIRED ~ N
~ \ ® S © ~ \ \ ~ ` ~ DEVIA7)ONS FROM THE DESIGN PLAN. Q o
1 -TEMP BOA ~ ~ ~ I INSTALL ONE JOINT OF DIP UNDER ° Z F~ 20. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH AS BUILT SURVEYS
N w I' r I STORM DRAIN WITH A MINIMUM OF w ~ w w OF THE UTILITIES ONCE UTILITY CONSTRUCTION fS COMPLETE CONSTRUCTION DOCUMENT
18" OF CLEARANCE °
y y ~ y ~
L
o~®o 4p~®p~ ~ \ ~ ~ y Q ` ~ 20 UTILI
F,4 0`~
MH 21 MH 20 4a G 54.QO 54¢QO , \ EA EMENT
~o+oa s+oa a+oa 7+o s+oa g+oa ~+DD , ` GP GPI f / ~ \ y ~ ~ CJ
~ ~
\ \
p ~ ~ ~ w~ ~
3 x ~ \ \ TpA ~I
1 - 6" x 6" TEE 1 - 6" x 6" TEE
_ ~a _ PROP 6' PVC SDR-21 2 6 GATE VALVE W/BOX 1 FH ASSEMBLY 1- 6 x 6 TEE
WATERLINE I 2 - 3/4 WATER SERVICE ( 1 - FH ASSEMBLY 'd' y'
1 -SEWER SERVICE z - "
w ( 2 3/4 WATER SERVICE ~ ~ y ~ ~ ~ C~ ~
~ 2 -SEWER SERVICE w \ ~ f y ~ ~ ~ ,~.J J
1- w 1 -TEMP BOA ~ ~ \ ~ ,y
w 1 - 6" x 6" TEE a&
a Q 2 - 6" GATE VALVE W BOX /
z \ ~.J ~ ~ C~ C~
Q . ~ I
r °
0 N ~ MH 19 ~ ~
w ~o
f ' THE CONTRACTOR SHALL USE FITTINGS TO MINIMIZE ~ WI ~ ~ ~ o ~ ~
THE AMOUNT OF PAVEMENT THAT HAS TO BE REMOV D I I ~ ~ ~ ~ ~ ~
r~ TO MAKE THE WATERLINE TAP. THE LOCATION AND W~ ~ W ~ ~ ~ ~
INSTALLATION OF THE TAP SHALL BE COORDINATED I a I ~
WITH THE JOHNSTON COUNTY DEPARTMENT OF PUBLI 1 - 16 x 6 TAPPING SLEEVE & VALVE UTILITIES AND THE ENGINEER. APPROXIMATE LOCATION 1 - 6" GATE VALVE W/BOX ~ + z ~ ` ~ RIPARIANEBUFFER ~ ~ ~.J
i EXISTING 16 DIP WATERLINE ~ ~ ~ ~
~_~~J o ~ ~
~ k ~ ~ ~ ~ N ~ \ ~ ~
EX FIRE HYDRANT i a ~ ~
~ ~
a
NC HIGHWAY 42
n ~ 1 - 16 x 6 TAPPING SLEEVE & VALVE o ® ~ o
_ " 10D PUBLIC RIGHT OF WAY 1 6 GATE VALVE W/BOX
- REVIEWED BY; LRH
~\`1 - ~ ~ - ~ - ~ ~ _ - - - ~ ~ _ _ DESIGNED BY; LRH
/ DRAWN BY; LRH
/ ~ DATE; NOV 2010
PROJECT NUMBER; 10 03
OVERALL SUBDIVISION
THE WETLANDS SURVEY IS ONLY FROM THEIR OUTER EDGE / UTILITY LAYOUT
y y TO THE TOP OF THE BANK OF THE EXISTING STREAM.
IT IS NOT INTENDED TO BE A COMPLETE SURVEY.
3
NOV 2010

w
THE TOP OF DI 3 SHALL, BE AT LEAST ELEV 298,5 W
TO KEEP THE 10-YEAR STORM 1N THE BOX.. Q„ ~
yam.- ~ ~ y 11 ^ U
\ ' \ \
r \ ~ TOP 298.5
\ caw
~ va \ ~ w , ~ ^ yam.,,, ~ 4 N~F ~ 3 ~ ~ `o,
r a ~ a \ \ 7 \ \ ~7 1''' \1..~ MATTHEWS TRUST ~ ~
z I~ : •ae~• ~ ~ To 99.a cn J r ~ 2 TT~299.0\ \ \ ~ GAYLE S MATTHEW, TRUSTEE ~ ~ ~ ~ ~
\ w w ~ s
PATRICIA ANN JOHNSON MAYNARD ~ to ~ ~ 4., d AND PAULETTE JOHNSON SLAYTON I w ~ I- ~ ~ `v
\ ~ w r-°' ~ ~ \
\ V! pry \y V ~ \
O i""/ 1

/
~ ~ T 0 , 2 ~ W STREET A ~ ,r „r- .d,,.~ ~ \ ~ ~ ~ ACCESSES TO THE EXISTING HOME AND EXISTING
~ C~'~ BUSINESS SHALL BE MAINTAINED AT ALL TIMES,
PVT 36.~B CURB'
0 PUBLI~'~IGHT O~WAY 313,22 L
ro ~ 7~0 ~si Nr i x 7,o's1 Hr~i>~ ccE` ~ ~ ~ 0 UTILI ,
4 MH ~ •LTYPICAL EAC N• YP1CAt EACN`fNTERSE Ot~j~ \ tA~ EMENT SEALS
c 309.4 ~ 1a+ s o + ~+ao CB 3 s+ +sa
TC 309.2

ST © ~ CB 1
BEET A STA 10+96.79 ~ ~ 3 R F 3 B 5 / TC 313
25~ R ~ ~ ~ TC 0$92 ~ IN 304,x ~ 'r / x \ \ ~ ~ ~ ~
CB 7 / ~ \ 1 \ r END\ONS9'RUG~O I ~ \ \ 1 y ~ ~ k,. f
TC 30 , 1 PROP 6 SDR-21 PVC W/L INSTALLED 5 FT OFF OF BOC T EN OF ADIGS 1 \ \ Q
31° END OF RAO ,u ~ ~ } ~ ~ ~ 4*
Z
w o ~ ~ ~
w
Q w STREET "A°, STA 2+47.70 ~ I ~ ~ ~ \ R~pq N ~ f~~
o N/F w GLANDON FOREST EQUITY, LLC ~ FUTURE R/W STA 0+00.00
~ z 4 36° END OF / ~ ~ I ~ ~ TOP 306.0 ` ~ ~ R REVISIONS
~ ~ ~ RAD o END OF RAD ( ~ 2 \ \ \
~ ~ \
0 N MH 19 \
4'~MONOLITHIG ~ONCRETE z IS A D W \
END OF EXISTING a VD OF EXISTING I ~ ~I pOP 309,0 ~ ~ °
0 PAVEMENT i AVEMENT l ~ I WI I ` ~ o
I I + ( WII ~ o
~ z
APPROXIMATE LOCATIQN Dl 1 ~ QI I I ° Z a I` ~
TOP 311.5 ~ EXISTING 16" WATERLINE ~ ° DI 2 \ SEE SHEET TL-1 FOR RIGHT ` ~ I °
1 I TURN LANE DETAILS ° I EXTEND EXISTING PIPE AS NECESSARY TO z l ~ ` \
TOP 313.0 f I I ~ \ \ _ o ACCOMMODATE THE PROPOSED FILL SLOPE. z { I ~ N a
FES 1 U
a _ EX INV 310.75 INV 3x8.75. ~ EX 1NV 313.40 ~ W z a
_ ~ W
a
NC HIGHWAY 42 ~I~ U w r
a ° "ll
1®Q PUBLIC RIGHT OF WAY x N
W ~ O g - ~ ® ~ ~ ~ ~ ~ e -LIB
\ / ~ ~ CONSTRUC710N DOCUMENT
/ ~ ~ e
STREET "A" STA 0+( "a" STA O+OO.OO
' NC 42 SR 1524 SR 1524 I /
/ STREET A PLAN
99 9 SCALE: 1 = 50
~o
op~ a~ o~ O N 0 o O 'V ~^el
NP O~ U7 f0 ~N QN +MI N+~ rQ ro 7 N ~ +p) +M
Q~ ~9 h 0}} 4w W ~ W f(1 H J F- ice, 4 j ~ W
330 NW as as as Q 330
p1 a,a as as ~S W (!1
O ~ 10Q OVC p O;J 80.3 -Val ~ 200.OOVC W V ~ ~ CJ 200.OOVC ~ J
~ 32AOK Val 32AOK-Val ~ II "V
QW
~W ~ N r`
c} h U N O C~~ ~w ti..J
Z A ~ O
O a E !STING CENTERL NE GRADE ~
w + r+i w ~ i
320 ~ a 32a C,.~
~ z ti s
-a.5a% - ~N `~=n e / ~
NW'tN) ~
~ aka r ~ ~ r
cnl~- ~vio°r APPROXIMATE LOCATI N OF PROPQSED ENTERUNE GRA E °a ~ Q Ify N ~ N1 ~I a `V r`
EXISTING 16" WATERL NE r~i N a ~m ~ m of ~ yr ~
COORDINATE INSTALL TION OF THE `1' ro r +oo ~ ro
16" X 6" TAPPING S EEVE & VALUE Q ~ m F WITH THE JOHNSTON COUNTY DEPAR ENT CB 4 C®3 U c a`- U U u~a ~
OF PUBLIC UTIL{TIES T LEAST 72 HO RS pROp g" SD ` STA 6+ 0.16 STA 6 75.1 ~ ~ IN ADVANCE. WITf? MINI R 21 pPC TC 3Q9 41 TC 30 .32
31x we 310
1~\ ..Y \
N
Ica fl
o"~ ~b1 - 11 ~N 1~\ I II ~ ~ ~
~ II II II
m~ II ~ ~ IN IN (GB 2) 3 1.~1~., Ii REVIEWED BY: LRH
z= IN IN (CB 3) 3 4.00 II _ DESIGNED BY, LRH
r _o IN IN CB 6 3 1.41 _ IN OUT 301.41 ~ zz DRAWN BY; LRH a~
- 8" SDR 35 PVC AT 0.50 SLOPE , a7 , 3aa 386 LF d• d• v0 . u7 DATE; NOV P910
INV IN 304.82 O~ O m r 300 PROJECT NUMBER: 10 q3 o~o"~
INV OUT 304.82 ~"1~ ~ c~ O a U7 O N7 O O O 00 O d' O f~ ~ 00 O Q1 r- O N N N ~ M C7) d' O tD 00 f~ tl7 Ch O in,,, rp,,, r~ r
~m~m °~~M om"~ c~.- ROAD A
00 G) 00 a) 00 0) CA r 07 c0 r-, Lo r_ d t0 4 M ~t o N N N O O Cn OQ 00 U U r r r r r r. r r r r r r r r r r r r r r mp t- r r r r r 0 0 O 0 U~ mo t, " 0i d =m r1i ri Ui r oa ai O PLAN AND PROFILE
M rr7 n n r) M n r~ rr? M ~.~y / r~ r7 t4) V) a7 r7 M to r) r7 ~7 r) M M M r7 U m r 00 -0 r-~ r~ r~ rN U~ mr- V) Mn n r7 M
~i 0+000+50 1+ 00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 N zo zd 00 N 5+00 5+50 6+00 6+50 7+00 ~ +00 8+50? 9+00 9+50 10+00 10+50 11+00
oz zz zz zzzz pz
" ' -do 65 STREET A PROFILE > zz c6 vi z e -00 o0 > > ai r,6
oo Z 00 ro rlo
HORIZ ropo SCALE: 1 50' - - 41 7+5o NOV 2010
1 5' VERT 7+50 =

~L.I
Q, ~
CONCRETE BLOCK DEWATERING TEMPORARY UNER 0
~ ~ cot CONSTRUCTION SPECIFICATIONS
1. REMOVE AND F T. RERTOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, L> ~ 0
AND 01HER OE - ° . d ° ° IL ~S G o -SEC o z, ENSURE THAT AND 01HER 08,lECiIONABLE MATERIALS. _
0 000 0 8 _ ~ ALL DESIGN RE 2. ENSURE 1HAT THE MiNIMUM CONSTRUCTED CROSS SECDON MEETS ~ ~ ~ ALL DESIGN REQUiREMENI5. ~(")q Q U ~
3. ENSURE THAi O e ~ p°'j 3. ENSURE THAT THE TOP OF THE DIKE iS NOT LOWER Ai ANY POINT ~ Q N N ANCHOR NETTING
.o 0 o Q SO' TAPER 50' THAN THE DES THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT iN A 6" DEEP TRENCH ~ 4
p o RIGHT OF WAY 4. PRO~De suFFl 0 0 10' x 70" 3' - 5' 3~' 3' - 5' REGRADING AN A PROVIDE SUFFlGTENT RODM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. ~ ~ ~ ~ ~
o BGHT TrDANGLE Q ~'R D' Tm GRASS BACK TO BACK GRASS VEGETATE THE
/ ~ °~8 ( ) STRIP STRIP Ir WILL REMAM 8. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS W I ti ~ IT WiLL REMAIN IN PLACE LE55 THAN 30 WORKING DAYS. n ; ~ ~
• OpE, S~ 3.8 STAPLES/SY L.[ U ~ `'c
~ _ EDGE ~ PAVEMENT 1°PER FT. 1 4" FT. 1 4"/FT, 1'PER FT. \.Y" STOP ~ is USING 6 ; it GAUGE ~ R) Q O
EXISTING ROAD QPE 2, ~ ~ X X X USEEBUSPAPLESS ~ O ~ ~ U
GRAVEL FILTER EDGE ~ PAVEMENT 2n S-9.JA ABC COMPACTED SOIL D SOIL ~ ~ 4. MIN. ~ ~,OW FOR LOOSE SOILS. ~J 9 GAUGE STAPLES
R/'N NOTES: of Nd~F~ ruvEP 1Q" X X X X OR HEAVIER IN
"TERRAIN MAX. SLOPE ' LEVEL 2:1 1. PREPARE SOIL BEFORE fNSTALLiNG MATS OR NETS, 20" HARD OR ROCKY INCLUDING APPLICAliON OF LiME, FERTILIZER AND SOILS,
SUBDIVISION ENTRANCE DETAIL ROLLING a:1 HILLY i-1/2:1 ` SEED. X X X
PARE sGREEN NEW RESIDENTIAL ROAD OR RESIDENTIAL 2. BEGIN A7 THE TOP OF THE GHANNEL 8Y ANCHORING
TEMPORARY SEDIMENT COLLECTOR ROAD AND EXISTING STATE MAINTAINED ROAD THE NET OR MAT IN A 6' DEEP TRENCH. BACKFTLL
POOL sroP CONDITION TYPICAL STREET SECTION 2:1 SLOPE AND COMPACT THE TRENCH AFTER STAPLING. (MAX.)
GRAVEL FIL 3. ROLL CENTER MAT OR NET IN OIREC110N OF WATER I 6,g~ i FLOW ON BOTTOM OF CHANNEL, i~-----"I
1' MINIMUM 2' 18" MAXIMUM SEDIMENT B' SYNTHETIC MAT STAPLE PA77;-IjN
4. PLACE MAT OR NET END OVER END (SHINGLE STYLE) TYPICAL WfTN A 6" OVERLAP, USE DOUBLE ROW OF NT5 SEALS
~ < MAINTENANCE DEWATERING INSPECT TEMPORARY DfVERSIG STAGGERED STAPLES 4" APART 70 SECURE.
- - - - SEDIMENT FROM THE FLOW AF TEMPORARY DIVERSIONS QNCE A MEEK AND AFTER EACH RAINFALL. iMMEDiAIELY REMOVE MNJ. WIDTH ~ TEMP. UNER ' FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLE)S AND 5. FULL LENGTH EDGE OF MAT OR NET AT TOP SiDE sss9!!rd
e MAKE RMElY REPAIRS A5 NEI YAR, 6'-0' 8'-0° 5'-0° THE RIOCE AND THE CHANNEL iElY REPAIRS A5 NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABIUZED, REMOVE SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH z MPORARY i5tt TtlgT EiTND THE CHANNEL TCT BLEND Wi1H 1HE NATURAL GROUND LEVEL AND APPROPRIATELY AFTER STAPLING. ' ~ UNER ~ffi~~^a~'~t ~r~fi~'e,.
` PAVEMENT SHDLILDER STABILIZE iT: WiDTH WIDTH
TEIv +25 x TEMPORARY DIVERSION DITCH BERM 6. MATS OR NETS SHALL BE OVERLAPPED 4" oVFR ~ ~SJr~,~ THE CENTER BLANKET AND STAPLED, BOTTOM Wf01H ~
1~4~ +18 % NOT TO SCALE 7, THE TERMINAL END OF THE MAT OR NET MUST BE `if;€~,
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE 1 4" PER -208X ~B'~ X t, ENTRANCE(S) SHALL 8E LOCATED TO PROVIDE MAXIMUM UTiUTY BY ALL CONSTRUCTION VEHICLES, BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE _a~ ~ ANCHORED fN A 6" DEEP TRENCH. BACKFILL AND rfi': °
EXCAVATED AT LEAST a INCHES BELOW THE CREST OF THE STORM GRAIN. OR ~i6 ~ 2. TURNING RADIUS SHALL BE SUFFTGENT TD ACCOMMODATE LARGE TRUCI<5. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM GRAIN 1 ~ COMPACT THE TRENCH AF1ER STAPLING, GRASS-LINED CHANNEL T` 3
FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. ^25 ~ 3. MUST 8E MAINTAINED IN A CONDITION WHICH W9LL PREVENT TRACKING OR DIRECT FLOW OF MUD IF NEEDED, GIVE LATERAL SUPPORT TO SUB~QUENT ROWS BY PLACING 2x4 ONTO STREETS. PERIODIC TOPDRESSiNG WITH STONE PALL BE NECESSARY. CONTRACTOR SHALL GHANNEL INSTALLATION DETAILS "4,,.'"
WOOD STU05 THROUGH BLOCK OPENINGS. 5'-0° MAINTAIN AS NECESSARY. NOT TO SCALE ~f{~~*#~Mk~~`~~~
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE HARE MESH WITH 1/2 INCH 4. ANY MATERIAL WHICH S11LL MAK S IT DNTO TH ROAD UST BE GYEANED UP IMMEDIATELY. OPENINGS OVER All BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. E E M
f,~, I ~ 1:;~~ilTt~ a~~Lt
3. USE (LEAN GRA 3 4 TO 1 2 INCH IN DIAMETER PLACED 2 INCHES 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND IiMELY MAINTENANCE SHALL 8E PROVIDED. BELOW THE TOP OAF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT ~ . ~ ~ ~.~i.a ~ ~ s
TO AN EVEN GRADE. DOT X57 WASHED STONE IS RECOMMENDED. 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNAt SiTE t5 STABILIZED. 100' MIN, r ~c'-, ~ ~ ~Ir ~ _
y BL i SUFFlGYENT TO KEEP
DLOCK AND GRAVEL TEMPORARY INLET PROTECTION sHOULDER sEGrION SEDIMENT oN SITE i ~ REVISIONS k~ o ~ i~ i Q I
DRIVEWAY TURNOUT GRADES ,~::u NOT TO SCALE `.`t4+a ~ ~ z I .I ~ i a I
2"-3° 5T'ONE TO~ BEaUSED 25' ~ WiDTH OF tC _ TYPE »B~,
EXISTING r~ ~ ' ~;t:^'C~" ~ SURGE STONE OR RAtLROADy•.;,,;~: m ,t , ( PROPOSED STREET, ROADWAY ::::,BALLAST) WHICHEVER IS
'~~~.;x GREATER. s _ DEPARTMENT OF TRANSPORTATION ~'a~t~ ' , SEEDING SCHEDULE
y.4•. r. r ~~,h,~~~~~~~ r ,
~91f.1' r
` M 8' MAX. 1
VARIABLE A5 DIRECTED BY THE ENGINEER NEW CONSTRUCTION 900' MIN, t`~,~, ~1 ~ ~~t{ r- _ SHOULDERS, SIDE DITCHES, SLOPES (MAX, 3: 1)
EXISTING ROADWAY ~i l~[ ~ , DACETYPE PLANTING RATE
NOTCH AND FOLD T r®~ v3+.' FABRIC OVER S1EEL POST t', ~ °
HORIZONTAL POST s'~ ° A .L~t-,, _7 1 } 6" MIN 6 MIN. ~ 'i MIN. 12-1/1 GA, ~ ! $ ~ , r_J s,. T ~'I ~I i ~~i~,~`_ r! ~e`''xl ~ AUG. 15 - NOV: 1 TALL FESCUE 300 LBS/ACRE
INTERMEDIATE WOVEN WIRE FABRIC i l i ~ r'~ ~ ~ ~ ~ ~ - NOV. 1 - MAR. 1 TALL FESCUE 3O0 L8S/ACRE ~ .i,
MIN, f0 GA. N7RES f2" ,~57 WASHED ~ - LINE WiRES STONE HORIZONTAL POST ~ ' ~ 0i ~ ~ & ABRUZZI RYE 25 LBS/ACRE W ' ~ ~ ~ MAR, i -APR. P5 TALL FESCUE 300 L85/ACRE
FABRIC UNDER STONE GRADE ALT FENCE FABRIC 1~"~+*' ''r ° :,~41 ~ ~ ~ APR, t5 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE z
x CROSS SECTION JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS/ACRE ~ ~ BROWNTOP MILLET 35 LBS/ACRE w a
CLASS 'B' RIP RAP (TIT') TEMPORARY CONSTRUCTION ENTRANCE OR SORGHUM -SUDAN HYBRIDS 30 L8S/ACRE ~ o
NOT TO SCALE TE TEMPORARY SLOPE DRAIN ~ W a
NOT TO SCALE SLOPES (3.1 TO 2: t)
N i N
FRONT VIEW MAR. i -JUN, 9 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE o 0
.SECTION
NoffS; STD Slli FENCE POST (MAR, 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE CONSTRUCTION DOCUMENT (MAR. 1 -JUN. 30) OR ADD NULLED COMMON BERMUDAGRASS 25 LBS/ACRE
f. USE SILT fENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND POST (TYP) - JUN, i -SEP, 1 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
NEVER IN AREAS Of CONCENTRATED ROW. OR SORGHUM -SUDAN HYBRIDS 30 CBS/ACRE
10' METAL POSTS 8 STEE! POST 2. SEE' SECTION 8.62 OF "NCDENR EROSION 8 }57 WASHED STONE SEP, i - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARiFIED) 70 LBS/ACRE
AND SEDiMENi CONTROL PLANNING AND ~ ~ WOVEN WiRE DESIGN MANUAL" FOR MA]ERIAL, CONSTRUCTION ~ N07E AND TALL FESCUE 120 LBS/ACRE INSTALL SILT FENCE AS INDICATED IN STANDARD NOV. 1 - MAR. 9 ADD ABRUZZI RYE 25 LBS/ACRE
FABRIC AND MAINTENANCE SPEGFlCA710NS. GALVANIZED HARDWARE , TEMPORARY SiLT FENCE DETAIL.
a SILT FENCE FABRIC c o ~ WIRE EXTENDS TO 7OP~ STORM DRAIN
° a FILL SLOPE ~°o° oo~ OF BOX INLET A TOP OF STONE
~ ~ * fOR REPAIR Of SILT A ~ FENCE FAILURES, USE SraRM oRaIN 2/3 OF PIPE DIAMETER CONSULT CONSERVATION ENGINEER OR 50IL CONSERVATfON SERVICE FOR ADDITIONAL INFORMATION
4 GRADE Na. 57 WASHED STONE. THEFT CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL GONDITiONS, OTHER SEEDING
h FOR ANCHOR WHEN SiLT. FENCE FS PROTECTING RATE COMBINAT10N5 ARE POSSIBLE, ~J
' 6° MIN. COVER CATCH BASIN. l1QIE;z. A OVER SKIRT • 1, INSTALL SILT FENCE E'ER STD. SiLT FENCE DETAIL, TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
0 DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" iN HEIGHT BEFORE MOWING, OR
iv ANCHOR SKIRT AS 2, LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE H STON ~ DIRECTED 8Y ENCdNEER " BARRIER. X57 WAS ED E srANDARD TEMP FESCUE MAY BE SHADED OUT. ~ SILT FENCE W7A1 ry~
2 ~ 3. PLACE RIP RAP WI1H CARE. DO NOT TEAR SILT FENCE FABRIC. STEEL POS75
,~,~IDE ViEW (sEE oerAlL sNr aeovE) ~ wasHEO STOrIe TYPE "A" ~ L~
secTloN A-A SEEDING SCHEDULE FOR ~
~ STABILIZA TiON GRASS ~ ~ CJ
TEMPORARY INLET PROTECTION -J
STANDARD TEMPORARY SILT FENCE REINFORCED SILT FENCE OUTLET Nor To scALE TEMPORARI TEMPORARY Cl1LVERT INLET PROTECTION ~ ~ DATE TYPE PLANTING RATE
NOT TO SCALE NOT TO SCALE NOT TO SCALE rr
MAR, 95 -MAY 15 PERRENNIAL SEED MiX f0 LBS/ACRE U
N.C. WILDLIFE RESOURCES ~ ~ F`~, COMMISSION ~..J
MAR, 9 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 5O LBS/ACRE
5 FT ~ TYPICAL POROt1S BAFFLE PLACL'MENT & (sEE oEra~ FDR BAFFLE MAR. 1 -APR. PS ADD TALL FESCUE 12O LBS/ACRE
MM 12" NCDOT /5 OR (S ,~57 WASIfED STONE ~ INSrALLAnoN INFDRMAna~) ~ MAR. 1 -JUN. 30~ OR ADD HULLED COMMON BERMUDAGRASS 2S LBS/ACRE ~
A MIN. O p 0 }.5° M!N EAi EARTH BERM JUN. 1 - SEP i TALL FESCUE AND 120 LBS/ACRE ~ BROWNTOP MILLET 35 LBS/ACRE
g• ae q 00000® NEfR ELEV. SEDIMENT sELUMENr wr OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
MIN r w OOp00000 a, 5'MAX f pp00 Op SEP. i - MAR. i SERICEA LESPEDEZA (UNHULLED - UNSCARiFTEO) 70 LBS/ACRE r ; ? AND TALL FESCUE 12D LBS/ACRE v
FILTER ~ ~ 0 0 L TYPE STONE ' FABRIC ~ FlLTER FABRIC ~ (NOV, 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE
INLET ZONE , 35R SURFACE AREA ~ y ~
A (AMOCO 2006 OR P° GLASS °8' RIP RAP A q EQUIVALENT)
s oo°o ° o ° 09 0 a CROSS SEC770N eOpeb o°POed° o °Op°pe pOp l e OAd o0e0 'pOodoOOoepo! h A CLA$SB f.5' FlRST CELL ` V ~ STJRFACE AREA SEEDBED PREPARA Tf ON
..J_ O o O q O p O p o 4o d ep 3 0 0 o p 0® p 0` EROSION ~ I""" DESIGN ~coNO ~ 25X SURFACE AREA
p p O p o o Q p d CONTROL SETTiID MIN o e oooooaogooo i2" OF NCDOT /5 OR SPOKE ~ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL oLrTLET zoNE CONDITIONS, IF AVAILABLE.
n o eo 0 0 o eop x.57 WASHED STONE looeoeoo~ ?,•f 24"MAX SEC110N A-A (AMOCO 2006 ! AT CENTER ~*~pr-+°'j i(' 6 _PCE~CY isx SURFACE AREA 2, RiP THE ENTIRE AREA TO 6 INCHES DEPTH.
OR EQUIVALENT) ee r s ~ 6" BELOW 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUGiIONS, LEAVING SURFACE \
PLAN FLIER BLANKET o s' ao' ~•ti~ SETRED TOE' F FILTER >P PERMANENT ouRFr REASONABLY SMOOiN AND UNIFORM. ~ stRBCTDRE 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MiX
OUTLET TO RAT AREA WI1H NO WELL OET7NED CHANNEL FABRIC OF OAM ( ~ TYPE STONE FILTER FABRIC 3 Fi NATURAL ?ERS2~.~TIVE I>1EW WITH SOIL (SEE BELOW*}. ~ R
L NOTES SECTION A-A MIN CRfHINO 5. CONTTNUE TILLAGE UNTIL AWELL - PULVERIZED, FiRM, REASONABLY UNIFORM SEEDBED ` ~.J 4
p q f. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. !S PREPARED 4 TO 6 INCHES DEEP. ~ ~
Q P O q pp°ep B ° a ° SUi ~~W o °~Ompeegi p q o 2. KEEP THE CENTER STONE SECTION AT LEAST 9 BELOW NATURAL GRIND LEVEL WHERE THE DAM ABUTS THE .CHANNEL PR! suPPORr RDPE oR WIRE ro ~i:~,,•~~ 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY tMTN SEEDING PREVENT sACaNC ~ / l,F EQUIPMENT OR CULAPACK AFTER SEEDING.
~2 p op eo o rpo BANKS, . e e STEEL suPPDRr PDSr, a4" 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. INTO BOfTOR4 AND IDES REVIEWED BY: LRH
2¢ p e e q . MAINTENANCE NOTES TW' of THE BAFFLE sHOUtD 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDiNGS WITHIN
zU q .p o . o o; o o° 3 SECTION B-B FLIER BLANKET 3• EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE V • e a q q e tl Oe (AMOCO 2Q06 CHECK DAM. 9. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF RGNiFlCANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMEN~ONS WHEN THE SEDIMENT HAS ACCUMULATED 70 ONE-HALF THE eE s-INCHES ITI6YfER THAN INVERT THE PLANTING SEASON, iF POSSIBLE. iF STAND SHOULD BE OVER 60~ DAMAGED, DESIGNED BY: LRH THE ~ SPILLWAY REESTABLISH FOLLOWING ORIGINAL LiME, FERTILIZER AND SEEDING RATES, PRAWN BY: LRH
® p e o 0 o q ® ~ OR EQUIVALENT] 4. SET SPApNG BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE DESIGN DEPTH OF THE TRAP, PLAN THE SEDIMENT THAiIS REMOVED IN A DESIGNATED OfSPOSAI AREA, a~ gopo °e qo ° o op o L TOP OF RiP RAP AT DOWNSTREAM END OF APRON SHALL BE ELEVATION OF THE UPPER DAM. AND REPLAf~ THE CONTAMINATED PART OF THE GRAVE! FACING. REPAIR DR REPLAN ANY DAMAGED BAFTI.E 9. CONSULT CONSERVAAON INSPECTOR ON MAINTENANCE TREATMENT AND FERRLIZA170N
p o ®p o q pe RUSH WiTH.NATURAL GRADE OF THE RECEfVTNG CHANNEL. 2, (21ECK THE STRUCTURE FOR DAMAGE FRC6td EROSION p,4 PIPING. PERfODfCAtlY C•NECK THE DEPTH OF THE AF1ER PERMANENT COVER iS ESTABLISHED. DATE: NOV 2010
o pq ~q 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION, SPILLWAY i0 ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF EMBANKMENT. IMMEDIATELY FELL "iLL * evpiv ar_Q~r~Nnraer rfaw~crnuc _ ~ muc/nraF na t mnlc/eras rnr r.Inv snllG PROJECT NUMBER: 10 03
Z VEGETATE ALL DISTURBED AREAS WITH VEGETATION ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY RIP RAP DISPLACED FROM FERTILIZER - 1000 LEIS/ACRE (10-10-10)
PLAN IMMEDIATELY AFTER INSTALLATION. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. THE SPILLWAY MUST BE REPLACED IMMEDIATELY. (OUTLET TO WELL DEFINED CHANNEL) 3, SEE EROSION CONTROL PLAN FOR DIMENSIONS. Z ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT 3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM COR MESH OR SIMILAR srAPLEO BOTTOM AND SIDES OF SUPERPHOSPHATE - 500 LBS/ACRE (20X) SEDIMENT AND EROSION
TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES, THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. ROM OR TRENCHED INTO BOfTOl4 AND SIDES FINCH FFLE SHOULD BE ANCHORED MULCH - 2 TONS ACRE (SMALL GRAIN STRAW) j WTH HEERO9ON CONTROL ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE CONTROL DETAIL SHEET
a SEE SECTION 6.83 OF 'NCDENR EROSION CONTROL PLANNING AND DESIGN MANUAL FOR MATERIAL, CONSTRUCTION AND 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABIUZEO, REMOVE ALL BAFFLE MATERIALS ALS MATANG STAPLES
MAINTENANCE SPECIFICATIONS. AND THE SEDIMENT TRAP, BRING THE AREA TO GRADE, AND STABILIZE PROPERLY, BAFFLE NOTES
OUTLET PROTECTION 1. THE BAFFLES MUST BE POROUS. USE COIR MESH WITH SUPPORT ROPE AT TOP TO PREVENT SAGGING. SILT FENCE WITH HOG WIRE BACKING WITH EC-1
NOT 70 SCALE TEMPORARY CHECK DAM ALTERNATING PANELS SLIT TO ALLOW WATER PASSAGE, OR SIMILAR MATERIAL SEEDING SCHEDULES
NOT TO SCALE TEMPORARY SEDIMENT TRAP W IBA 2. THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND TRAP W/BAFFLES SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. NOT TO SCALE
NOT TO SCALE 'ALE NOV 2010
b

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THE CONTRACTOR SHALL BEGIN SAKI ARY SEWER INSTALLATION AT I I NOTE: l~ ~ a. L
THE EXISTING MANHOLE AND SHALL ORK "UPSTREAM." THE TRENC I LOCATIONS FOR REINFORCED SILT FENCE OUTLETS SHOULD BE
SHALL BE BACKFILLED, SEEDED, AN MULCHED AT THE END OF EACH I I DAY AND A ROCK CHECK DAM SHA L BE PLACED AT THE END OF TH MH 6 ( FIELD VERIFIED SO THAT THEY ARE PLACED IN THE ACTUAL LOW
~ I ( STA 6+37,73 I TRENGH. I ` POINTS WHERE RUNOFF WILL COLLECT AND NEED TO DRAIN. FIELD CONDITIONS MAY REQUIRE THAT ADDITIONAL OUTLETS BE INSTALLED.
?
7 3g„
EXISTING MH I LIMITS OF
EX TOP 246.69 ~ ? y ~ ~ -~s'~ DISTURBED AREA I
EX INV 240.00 ~ I sILT FENCE ~ ._._.4 ~y ~ I MH 8
o / I I STA 11 +24.54 ® /
e~'° SEALS
' s a I_ PROVIDE RIP RAP SLOPE
~ ~ RIPARIAN BUFFER ~ r- ~ ~®.,~''1~ Q f {r' PROTECTION AT CREEK i 4 X ~ J ~ ki#19il1rJP#tl~,ll
~ ~ STA 2+72.20 ~ ~ / ? ~ ~ .-9" 9~.~`"~,,,®I ~ ® ~ / ,(SEE DETAIL THIS SHEET) ~M1,~y.~ CO
~ ~ ~ / ~ ~ 13 ~
MH , ~ ~ MH ~ ~ . 6Q 5 ~ ~ ~
A 1+65.34 " 4 .96 ~ ~ ~ 5 STA 3+ / ,e''
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f `a ~ 1RI NEUSE 7 ~i _._._.1, PaR qN BU ~ S~TA 10+ . 3 , ~
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EINFORCED _ ~K NSF T FENCE 0 TLET ~ ~ ~ OF BA
a T WAYNE BEALE AND DIANE P hEWTER Rl / J
L ^ ~ ~ ~ ~ ~ ~ _ P~.yx REVISION S
/ \
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ff 79 ~
SS OUTFACE B PLAN
sa ~ ~ ~
SCAEEa 1 = 40
..Q 0
EARTH FlLL COVERED BY LARGE ANGULAR ROCK a ~cK r T = 2450 Z
1/2 DIAMETER OF PIPE OR COARSE AGGREGATE EARTH FlLL COVERED BY 12" WHICHEVER IS GREATER 8" DEEP LARGE ANGULAR ROCK W
0 o P+ ° 000000 0
00 ~On°O ~ o°a 00O 0 0 0000 0p 0000 p0®p .COARSE AGGREGATE p O 0 00 0 0 0 D O o 0 0 0 0 0 ®0 p p p 0 q n o co 0 o po 0 0 0 oa o° opo poop 0 00 p 0 0 p o G~4~'ETILE ~~A~ W
~y » I -III I I-III-III-'" pp c+ ° o ° ° o o ° p ~ o ° o ~ o o ~ o p n p o ° ° ~o ° lc Y" ~
SS OUTFACE B PROFILE _ _ _ - °p p °o °~pQ pp~ ° ° -TIT _ II-II-II ° °°5ap4° po of°°o°JO p pp Q0o 0 CHANNEL ~t~TT ~ It~p , °~u _ . ~ ~ ~~I~~~,
9 u FILTER FABRIC A ppo p0 0 °p a o o ° U Op o0 U 0 0 0° p 0 0 0 o p0 0 4,° ~
SCALE. I - ~o f111R1~ I I ~ I~- 00 ° 0 0 0 000 p p 0 p o O0o °p p p 0 p00 00 q» s ~ _ ~ ( p° o p0 0 o O p 0 p ti o 0 p 0 0 0 p o 0 sir - _ 0 PO o0 000 pa0 ®00000 p poo 00 00 p 0p p n
I ~ ~ V E R T ~ ~,Lhr,~ l~,n~l I, -~,I I l_ 0 0 0 0 p o ° °Oo ° 0 0 0 0 a p° CAPACITY OF PIPE CULVERTS ~ o Y
TOGETHER =BANK FULL FLOW (USE 2 ®48" PIPES) E~EVAJ~OI
_ 25' MINIMUM . : , . 25' MINIMUM ~I ..:~t`'~TE:~1~(LE CONSTRUCTION DOCUMENT
~w ~ ~ ~ r .W
TOP OF BANK _ TOP OF BANK
~N a
PLAN
TEMPORARY STREAM CROSSING
t~t~~,,
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270 ~ 270
r: w~ ~r ° N~
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SF4-.ap 195 LF 10" 5DR-35 PVC A 0.50% SLOPE ~
" SDR 35 PVC ~ ~ ~ ~~,l.F 10 OPE 3 LF tp" SDR-3 PVC ~ ~ ~ AT 0.517 SLOP ~ ~ 25® ~ ~
250 D~ ~ .5 r + ~ 396 LF 10" SD -35 PVC
Sf7N cv~ ~N
~ ~ VC u7 x ~ 0 130 F 10 SDR-35 n N ~ ~ ~ '.r ~ O~
w~ a SLOPE A 0.51% SLOPE ro rn " -35 PVC AT .047 , ~ 0 S R ~ 0 Z ? ? ~ (t~
15S LF ~ ~ h N ~ Z Z J
' " SOR-35 PV ~ vC AT 0 72
u~ " OR,.35 N o~ z z z
10 SS1.04~ ~N ~N > 103 P 2 59~' ~ ~ N z ~ N~ HN - RENEWED BY. LRH
T O.gD7 SLOPE F N a DESIGNED BY; LRF+~~~
10 SDR^35 PVC cv c~0 ~ z ~ ? DRAWN BY: LRH
240 161 LF N o _ 240 DATE: NOV 2010
EX INV OUT 240,00 I hN _zz - INV IN 241.00 a z PROJEOT NUM9ER: 10 p3
c0 $ N 00 C9 d' d' d' cG K? C1 le It7 O C7 C) h Id'J CO (0 > 00 r c- f~ ~ OJ ~ r IY7 Q 00 (i Cfl ~ CO h U7 i17 ifJ I`* O O I'* ~ ~ ~i o ~ ip SANITARY SEWER
77
~r IT V V' U) U) U) U) U) U) U) uj w w U) U) U1 ui u) N N N N N N N N N N N N N N N N N N N N u, u, u, W uN N u' N N N OUTFALL "B" LAYOUT N N N N N N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+5( 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
OF-1
NOV 2010

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GARLAND PAUL SHERRILL JR ~
AND BARBARA S SMITH _ _____-__r~.~- / ~ I ~

i C' ~ /
PROVIDE RIP RAP SLOPE / 1 J ~ ~ 'ems
PROTECTION AT CREEK ~ N 12 TOP OF BANK
- _ - ~ ST 19+ .42
L~ ? 1.
a ~
oa ~ ~ ~ ~ ~ „ZONE 1 NRBT ti/
7' ~ ~ ~ ~
50 NEUSE \
~ ~ ® M - ~ RIPARIAN BUFFER - ? _ ~ ~RILIT~NCE'OUi~ET~ ~ ~ ~ \ ~`,e\ ~ ~ /
I~ED A~A / ~ ~ ~ ~ ~ a ® SEALS
48 1451 SILT FE CE ~ / J
/ 4 / / ,
1 4 o ~
14 t5+oo / X14 48 /
' ~ \ A ` \ w r
MENT 17.x" / / / -C.-._ e+oo / / f NOTE
ST 13+~33 . 1'S A 15+92.88-- - ` --~-~-----r~ NOTE: ~ ~ ~#o\
! ' 'fie- : ~I . LO LOCATIONS FOR REINFORCED SILT FENCE OUTLETS SHOULD BE ~ ~ ~ ~ 4,~
_ FIE FIELD VERIFIED SO THAT THEY ARE PLACED IN THE ACTUAL LOW \ ~ ~ ~'•,4`~?N ~ tax POINTS WHERE RUNOFF WILL COLLECT AND NEED TO DRAIN, FIELD ~ \ ~ h
t r Ste' 1+52.43--- CONDITIONS MAY REQUIRE THAT ADDITIONAL OUTLETS BE INSTALLED. \ ` ~ ® ~ ~~'`{.,;~a ~II,;~~'~~~
~ ~ ~ ~ ~ ,
/ ° a-- ° / Ae.^'' -i. fir. ~ ~ ~ ti
/ / / / - ~ ~ \ .rte,. 1„_„ ~ s ~
~ \ x~Q~ ~ ~~4~ REVisioNS
--~28e- e THE CDNTRACTOR SHALL BEGIN SANITARY SEWER INSTA! SS CUTFALL "B" PLAN \ ~ ~ SEWER INSTALLATION AT
~ ~ r'"' PATRIOIA N JOH SON AYN „ A N N M ARD THE EXtSTlNG MANHOLE AND SMALL WORK UPSTREAM. ~ AND PAULETTE JOHNSON SLAYTON SHALL BE BACKFILLED, SEEDED, AND MULCHED AT THE UPSTREAM. THE TRENCH HED AT THE END OF EACH SCALE; 1 = 4O
DAY AND A ROCK CHECK DAM SHALL BE PLACED A T T!- 'LACED AT THE END OF THE
TRENCH,
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d- Q p Q r, O h O ~ ®0 O co O to ~ ~ to ~n u~ w co c0 c0 cp o0 REVIEWED BY; LRN
~ ~ N N N ~ d' CQ CO ~ IXJ O~ o- D~ 00 a) N7 ~ ~ ~ ~ N (0 (0 c0 (0 (0 ~ Cfl C4 (D [0 I~ ~ cu CD i~ h~ ~ f~ u'i tD ~ 00 Gn O r ~ r ~ ~ ~ ~ ~ ~ DESIGNED BY: LRH
250 N N N N N N N N N N N N N N N N N N N N N N N N N N N N 25D DRAWN BY: LRH
1 1 ao 21 50 22 a0 13 00 ~ z 13 50 14 00 14 50 15 00 15 50 16 00 16 50 17 00 17 50 8 00 18 50 19 00 19 50 20 00 20 50 2 o_ 22 00 22 50 23 00 23 50 24 00 24 50 25 00 25 50 DATE: NOV 2010
PROJECT NUMBER: 10 03
zz SANITARY 5EWER
OUTFALL "B" LAYOUT
OF-2
NOV 2010

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THE CONTRACTOR SMALL BEGIN SANITARY SEWER fNSTALLATfON AT U
THE EXISTING MANffOLE AND SMALL WORK "UPSTREAM." THE TRENCH NOTE: SHALL BE BACKFILCED, SEEDED, AND MULCHED AT THE END OF EACH N 4
LOCATIONS FOR REINFORCED SILT FENCE OUTLETS 5HOULD BE DAY AND A ROCK CHECK DAM SHALL BE PLACED AT THE END OF THE ~
FIELD VERIFI D 0 THAT THEY A E PLACED IN THE ACTU L OW TRENCH. ~ E S R A L
POINTS WHERE RUNOFF WILL COLLECT. AND NEED TO DRAIN. FIELD / CONDITIONS MAY REQUIRE THAT ADDIT10NAL OUTLETS BE INSTALLED.
r / ~N
NiF of r ~pP W~~~
MATTHEWS TRUST „~g0 ~ ' ~r GAYLE S MATTHEWS, TRUSTEE ~
-~-ssTA`3'I +~'S35 ,,s; * ,,'f 01 y,. ~ ~ q a :c
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~ " .v ~ " e y ,y DIS BED A A f y0 1
A 26 1 1 ~ 177 ~
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as ®¦a 1
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REVISION S
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SS OUTFACE B .PROFILE f, i ~Ei+- ' : ~'t. ~~s ~~A~~_ ~ ~ ~fl11'1~~~ ~..~~"7~1~- I _ i 1}:~:i "S~ ~~Iu 1 3 _ E_~ 1 ~
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1 = 5 VERT ~~F~:i~; l y 4~~~i~t 3 '~~~~Icar~ala~r - g '~~3i~; F~ ? o
CONSTRUCTION DOOUMENT
~t~ ~q"~~ ~~ai 7 `~`a 1~~~;, f7 ~ ,
T F'
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PIPE STANDARD ROLL WIDTH 310
310 ~
PERMANENT SOIL REINFORCEMENT D ~ a~
MATTING (PSRM). PSRM SHALL MO
EE SEEDED WITH VEGETATION
SQUARE PREFORMED SCOUR AT INSTALLATION, HOLE (PFSH). RIPRAP IN F fJ f~ VI 1- V J1 ~ ~~t
BASIN NOT SHOWN FOR CLARITY.
/ f ~ O / "`~.1
PLAN VIEW 300 = Q ~ 300 M
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Nr Fj PSRM INSTALL LEVEL AND + o PIPE FLUSH WITH NATURAL GROUND °i Q1 Q ~
s(ap r ~ U ~
F w Two a O ~
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d'NN U~ 168 U T10 51~ SLOPE VC
_ _ _ _ NATURAL _I - - ~ DEPTH OF SCOUR HOLE ~ _ ~ .o
I GROUND o ~I I - 1' MIN - 3' MAX 51.0p~
-III-I c _ ~ _ 2so I=TAT I- I I_T~i ? ~=1TI=~ ~I~ i E !STING GROU D ~3 p~C P~ ' N 2sa ~ N ~ 16n ,pR z
" ° BASE IDTH LINER; CLASS B RIPRAP WITH TYPE 2 FILTER FABRIC ~ MIN 1' TUCK 18 > Z `o
A~ 1.997° S~OP~ ~ ~ r q ~
fit..,. 10" DR.. BASE MAINTAPN A NIMUM 183 LF io~ a~` ~ ~ ~
INLET WIDTH of 3 Fr of aVER Q T ~ N
RIP RAP D50 PIPE DIA RIP RAP .DEPTH / oR INSTALL D (rIN11 (IN FT {FT) ~ c0•
y l 1 l~ E N~ i,
.91% SLOP ~ „ A 1 CLASS B $ 1$ 4 1 280 O ~ ? ~ 280
" 5RR` o z 312 L.F 1 ~ » ZZZ
zz ~ - REVIEWED BY: lRH
DESIGNED BY: LRH
SECITON InEW N .35 PvC DRAWN BY: LRH
10" 5D~ OpE RATE: NOV 2010
3 AT ~ FN PROJECT NUMBER: 10 43
PREFORMED SCOUR HOLE DETAIL o Z SANITARY SEWER
nrnr m cre! c
00 Qy Z Z 00 (N T) t- (a O N rn rn 00 d rn cv r r) 00 N OUTFALL "B" LAYOUT
rj In c0 Uf 4 (0 I-~ C) O N
00 00 00 00 00 00 00 00 CA W N N N N N N N N N N N N N N N 0 O 0 04 30-00 30-50 31400 31 50 32-00 32-50 33-00 33-50 34-00 OF- 3
25+50 26-00 26-50 27-00 27-50 28-00 28-50 29-00 29-50 30-00
NOV 2010

W
E 0
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- ~ ~ ~ ~
TOP OF BANK O ~ ~ `i
~ y ~i ~ ~ . ~ ~ ~ y ~ F OUTL --s _ W a z i
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`c' ~ r-- ~ z See- - -3a _ NOTE: ~ ~
~ \ LOCATIONS FO REINFORCED SILT FENCE OUTLETS SHOULD BE U ~ ~ v
a Rt4 ARf1~A~' FIELD VERIFI SO THAT THEY ARE PLACED IN THE ACTUAL LOW I~ ~ a ~ ~
~ POINTS WH E RUNOFF WILL COLLECT AND NEED TO DRAIN. FIELD ~ ° ~ ~ ~ ~ ~ CONDITIO MAY R~F4~ E THAT ADDITIONAL OUTLETS BE INSTALLED. J ~ ~ `
i r 170' 33 0 / / /4.~.. o ~ ~ MH 19 ~ ~
LI F ~ L.- - ® STA 37+74.55 /
DI '7- ' ~ THE CON,T1~?A~ OR SHALL BEGIN SANITARY SEWER fNSTALLATfON AT -1 THE EJjf Tf MANHOLE AND SHALL WORK "UPSTREAM." 7HE TRENCH
D A AGE EMF,.~ ,..--I .T / 1 i DI 4 SHALL B~iBACKFILLED, SEEDED, AND MULCHED AT THE END OF EACH
/ R NANf?l A ROCK CHECK DAM SHALL BE PLACED AT THE END OF THE
2p,~ ~ / SEALS
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1 = 5 VERT SCALE: 1 = 50 HORIZ ,9 9 +
1 = 5 VERT 320 ~ a 320
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WETLAND SEED MIXTURE
r TO BE USED IN AREAS QF DISTURBED WETLANDS r EXISTING GROUND
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. N r o rn r~ r~ ~ r i 4- t0 N I~ = x N REVIEWED BY; LRH
~j ~ d- ~ to ~ N O p O O O O O Q ~ ~ ~ O ~ N ~ DESIGNED BY; HRH
28a ~ zi3a 280 Z z o 280 DRAWN BY: L.RH
34 DO 34 50 35 QO 35 50 36 QO 36 50 37 00 37 5Q 38 00 z_ z_ z DATE: Nov 2a~ o
3+50 4+00 4+50 5+00 5+50 6+00 6+50 PROJECT NUMBER: 10 as
SANITARY SEWER
/'111TP 111 P 111)! ~ Ilnfl
vu r/ALL3 rA a in
LAYOUT
OF-4
NOV 2010

E
USE MIN, 4 EA. 1/2" S.S, EXPANSION .ANCHOR - _ _ _ 0 _ ~
BOLTS TO SECURE FRAME TO MANHOLE. HAND PLACED -II~ _ _ _ _ _ I=- DENSELY COMPACTED _ I- = I- Y USE MIN. 4 EA, 1/2" S.S. EXPANSION ANCHOR ~ 4
IN NON-TRAFFIC AREAS OR RAISED MANHOLES BACKFILL To ~ Fr. s BOLTS TO SECURE FRAME TO MANHOLE W ~ o ~ IN NON-TRAFFIC AREAS OR RAISED MANHOLES
ABOVE TOP OF PIPE - ° - - _ p - C'Z R C;~Nti~ aZ fns Q C`~ ~
BEDDED PIPE - r g ~ .I g ~ "1 CJ~2 ~~i nl ~r 4 N v
- N d o MINIMUM - - \ c
HALF PIPE o o STONE EMBEDMENT AS - SECTION ON ? ? ? ? ? INDICATED, GREATER IF - ° ~ a~~ ~Z~~
SMOOTH RADIUS REQUIRED BY INVERT SHAPED fl ? ? D ~ O~',at
. MANUFACTURER $ TO HALF PIPE D?????d W~~v
SECTION Q ? ? ? ? ®p SHAPED STONE SC TO PROVIDE BEARING 1 2 PIPE 0
O,,A~ ? ? ? ? ? ALONG ENTIRE LENGTH I T )/2r1z q OF PIPE BARREL 24'A+ O.D.
STD, MANHOLE o (t2 + O.D. (12" + O.D. MIN) STD, MANHOLE ~ 0 ~ ~ ~ ~ OT. '
RING & COVER LABELED q ~ SANITARY SEWER WER RING & COVER .,,,J
"SANITARY SEWER" ' (0 -8 DEPTH) TH 1 LABELED p. p
~ PIPE LAYING "SANITARY SEWER" IG
CONDITION »A" »A~~
FRAME & COVER
FRAME & COVER
~--23.5"---~?
23,5" _ - 2 o~ 1
2" „ HAND PLACED _ T . _ II 1 DENSELY COMPACTED _ _ _ _ _ covER SEALS
BACKFILL TO 1 FT. I - - PLAN
DOVER ABOVE TOP OF PIPE - - R . - - - Q Z
PICA MANN L INVERT - I - BEDDED PIPE _ - ~ ~ USE MIN. 4 EA. 1/2" S,S, EXPANSION ANCHOR ~~t~tt~irtrrr
NOT TO SCALE FINISHED GRADE _ ~ o ~ N STD. MANHOLE BOLTS TO SECURE FRAME TO MANHOLE ~ rrr,~ ~ ~ RING & COVER IN NON-TRAFFIC AREA OR RAISED MANHOLES
USE MIN. 4 EA, 1/2 S,S. EXPANSION ANCHOR MINIMUM _ o „ BOLTS TO SECURE FRAME TO MANHOLE STONE EMBEDMENT AS
1,5 MIN. INDICATED, GREATER IF .4 ~~7"~
REQUIRED BY . MANUFACTURER 18" - 24" ABOVE GRADE ~ , ~ ~ a. RAM-NEK
BASE COURSE BASE COURSE d STD..MANHOLE SHAPED STONE ' SEALANT
' • ' • ~ ' : • : • , TO PR041DE BEARING ' ~ RING & COVER 1 2 PIPE O.D, ~-1/2 PIPE O.D, ~~,{~~~$~~@~~hs~A~~
6 ~MIN.::~>::~:::• ALONG ENTIRE LENGTH / STANDARD MANHOLE ;4 a of PIPE BARREL 24" + a.D. Max _24" + O.D. MAX. ~ ~ ~~~,'`1
RING AND COVER - (12" + O,D. MIN (12" + O,D. MIN) - 4• " r1~atrf~te~t~~
I - •e _ - I I-I ~ I-I ~.I I a: RAM-NEK a ' I I I I I
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR " SANITARY SEWER _R 4. ~ - e n -
BOLTS TO BOLT FRAME TO SPACER. SEALANT COMPACTED FILL ~,8'- ~ DEPTH ~ ) USE ROPE MASTIC SEAL BETWEEN COMPACTED FILL Q °
o PIPE LAYING FRAME AND SPACER, „ „ ~_.._.I .,4. ~ I_
CONDITION B 8" MAX. FOR SPACER NOTE: CONCRETE ENCASEMENT SHALL - COMPACTED Fill COMPACTED FILL REVISIONS
FRAME ONLY BE USED IN AREAS WHERE COVER
IS TO BE FLUSH WITH PAVEMENT OR ' CONCRETE. CONCRETE ENCASEMENT FRAME
SHALL NOT BE USED IN NON-TRAFFIC PIP LAPIN C ITT N~ ITI N
„ „ AREAS AND ABOVE GRADE INSTALLATIONS. 2 0 , 3 0 MANHOLE STEPS MANHOLES IN STREETS TO HAVE NO HOLE NOT TO SCALE LE
OR 4'-0" ~ ~ 16" O.C. LIDS.
ECCENTRIC TAPER UNIT TL A L +
4' NOT TO SCALE
T DA AN®L FRAME + COVER JOINTS SHALL BE SEALED
WITH A RUBBER 0-RING ' NOT TO SCALE " GASKET OR ROPE MASTIC SEAL
h_
CEMENT GROUT ALL JOINTS HAND PLACED - - - -
(NSIDE AND OUT DENSELY COMPACTED _ _ _ _ - BACKFILL TO 1 FT, _ _ _ ~ I- 4 I~ a 0
RISER UNIT ABOVE TOP OF PIPE ° - - ®Z o
5°' ` 4' DIA. MIN. 5" 1, PIPE SIZE FOR DROP TO EQUAL INFLOW _ IP _ _I ~ SEWER PIPE SIZE. 0. , - -I ~ o
2. FITTINGS FOR DROPS SHALL BE C-900 BEDDED PIPE - _ _ CAST IRON VALVE BOX ~ w
OR SCHEDULE 80 PVC. I I• 1Xz":12" SLOPE 3. SAW-CUT OR DRILL ALL HOLES FOR STANDARD MANHQLE _ Ib W/ CHARLOTTE NUB w a ~ a
ON ALL INVERTS BASE.UNIT PIPE AND BOLTS, RING & COVER _ I - I I: CLEANOUT PLUG AND CAP ~ w I. ° N _
4. DROP-MANHOLE MANDATORY WHEN - II III ° DIFFERENTIAL BETWEEN INVERTS IS 1/2 PIPE 0. ,,~-1/2 PIPE O,D, ~
SHAPED SUBGRADE EXTENDED BASE GREATER THAN 30". BRICK & MORTAR INVERT _ TO PROVIDE BEARING - - i
(IF REQUIRED - - - ALONG ENTIRE LENGTH 24" + p,p, I W 24" + O.D. MAX. ~ N
• . . 12" MIN. d•' ~ • OF PIPE BARREL (12" + O.D. . ' •.'m STANDARD PRECAST MANHOLE a (12" + O.D. MIN) o

•~...m.::~•, d.• SANITARY SEWER NER 4" Pvc vERrICAL CONSTRUCTION ®OCUMENT
DUCTILE IRON ONLY ~ ~ WIDTH AS aNI..Y~
REQUIRED e~ PIPE LAYING MANHOLE STEPS G STOP AT R/W 4" SWEEP WYE
5"-O" MIN, DIA. r. „ „ CONDITION C MIN. 6 GRAVEL BEDDING 'C" SERVICE LINE
9 7 45 SANITARY TEE
0 -10 (SAME MATERIAL AS MAIN)
" RUBBER BOOT TEE • NOTE: 18 & DEEPER - 5 DIA. LUG •
OR CAP jeQ• PLUG TEE BRANCH
SLOPE MIN. - - - 1 %
Y4"x 2" S.S. PIPE ~ - SUPPORTS HAND PLACED - - - _ _ I-
III I- T EC T C C T HOL DENSELY COMPACTED = _ _ _ _ _ NOTE:
BACKFILL TO i FT. _ _ _ ABOVE TOP OF PIPE - - - EA5EMENT SHALL BE PROVIDED FOR SERViGE SANITARY SEWER
NOT TO SCALE RUBBER BOOT - _ _ = o GROUT TYPE 316 S.S. - ~ . ? o CONNECTION WHERE SERVICE CONNECTION IS MAIN i z PLACED OUTSIDE OF R/W DUE TO PHYSICAL C~ ~,,f
0 SLOPE EXPANSION ANCHORS BEDDED PIPE - - ~ ~ r ~ o CONSTRAINTS. ~
rol ? . MINIMUM ..,:.f.. q; 90' BEND STONE EMBEDMENT AS - O
• e t,e.•• ' : • ;0 INDICATED. GREATER IF (n ~ CT~
. ' a REQUIRED BY
MANUFACTURER
SHAPED STONE TO PROVIDE BEARING
ALONG ENURE LENGTH 1/2 PIPE O.D. 1`1/2 PIPE IAL VI ~
BUG ~ OF PIPE BARREL 24" + O,D. MA SCREEN (12" + O.D, MI "^'(t2"° + oo, MANj NOT TO SCALE
TYPE 316 INI DROP AHOL
s.s. NOT TO scALE SANITARY SEWER NER I~ ~
3" SCHEDULE 80 PVC f DUCTILE IRON ONLY l / VENT ONLY) ~..1 ~
PIPE LAYING STD. MANHOLE FINISHED GRADE CONDITION »D"
~lE:. NON-SHRINK FRAME & COVER VARIES
VENT TOP TO BE 1' GROUT q t STN ~ 10 3/4" ~ ~
ABOVE 100 YEAR FLOOD ~ I ~ DEPT H ELEV.
~ ~ ~ ~ ~
- - - ELECTRONIC MARKER GALLS AT 100' ON HAND PLACED -I ~ ~ -
_ _ ~ PIP LI ITT 3" PVC WAU. DENSELY COMPACTED - _ _ _ -CENTER & AT BENDS. INSTALL 1 1/2 V ITI ~ ~
SLEEVE BACKFILL TO 1 FT. - - - - TO 2' DEEP, ABOVE TOP OF PIPE - - NOT TO SCALE ~ ~
_ oz _ IP - ~ 9 , /B" ~
0.. - 0 0 0 0 O
BEDDED PIPE - - _ I I• 0 1 ,/B" o
-1 0 0 ~ ~
s° SCHEDULE 80 PVC FLAT TOP MANHOLE =11:
STp. MANHOLE - I I 1I I FRAME & COVER 1/2 PIPE O.D. ~
SHAPED SUBGRADE TO PROVIDE BEARING C7 ~
ALONG ENURE LENGTH 24" + 6.D. MAX.
OF PIPE BARREL (12" + O.D. MIN) ~ ~ ~
FlNISHED GRADE VARIES COPOLYMER POLYPROPYLENE PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR
NON-SfIRINK APPROVED EQUAL REVIEWED BY: LRH
cROUr FORCE MAIN 3„ PVC WALL DESIGNED BY: LRH
sLEEVE PIPE LAYING DRAWN BY: lRH ,
,f » CONDITION E 9 1/8" DATE: NOV 2010
~ 3 3/S" PROJECT NUMBER: 10 03
FORCE MAINS SHALL HAVE
MINIMUM OF 3' COYER, t 1/4" SEWER DETAIL SHEET
CONE TOP MANHOLE
PIP LAN CONDITIONS
NOT TO SCALE
TYPICAL VENTED MANHOLE POLYPROPYLENE PLASTIC STEP
NOT TO SCALE NOT TO SCALE
11 NOV 2010

Q' ~
0
~ U
0 N ~
qN~~
I •f O
UTILITY RELOCAl1ON TO BE COORDIN T A ED tt U op.E W ~ZN~
4MTH APPROPRIATE AGENCIES, 1'I ' 2 12 12 ~ ~ z
25' R ~
I
100' FULL LANE 150 TAPER LANE o~
(MEASURED FROM END OF RAD) RIGHT OF WAY (0 TO 14 FT WIDTH) o~Ta
30' R T - - 14' 4° - 6' 11,E ~ a. i
E ;a E E
E i PROPOSED EDGE OF ' PAVEMENT (12' LANE, GRASS 2' SHOULDER) SHOULDER
~ I
MATCH EXISTING
EXISTNG EDGE OF PAVEMENT e ~ - - - _ - PVMT SLOPE
k "PER FT.
3:1
N WHITE EDGE LINE C HIGHWAY 42
WHITE TURN LANE LINE
WHITE MINI-SKIP LINES EXISTING 2" S-g,B ~ SEALS
EXISTING EDGE OF PAVEMENT PAVEMENT 3" I-19.08
5" B-25.08 ~~~~~+,~~+~~~~~P
/ COORDINATE PAVEMENT MARKINGS WITH NCDOT TRAFFlC
D SERVICES PRIDR TO MARKING THE ROADWAY, 1 (Y r TURN LANE TYPICAL SECTION '
W NOT TO SCALE ~
N o 100 PUBLIC RIGHT OF WAY ~,r'4"~ w, °y' w
cn s~r~~~ ~~°vl ~~yt~~t

u~ ~
0
TURN LANE PLAN SECTION ~ ~ ~
~ is s
J SCALE: 1 = 30 0 ~EVisiaNs
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TA~LES,OF u~4NTITIES SET t~ PAD u CONSTRUC110N DQCUMENT
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A ICI ~ ~ ~ ea ~ ~ i, ,f , R~ : tJJ A ~ OF ENDELE1fATION 24w1~ n~4 ~r~~" ~ ~ 3 n,~~t c~,~~~ io.ai~ ~ ~ , ® ,
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re - _ ~ ~ IP 1 ~ .1<" ~'=.r.:r~4M1 CF.dY29 b.CV~~ I~.T 4SI ~ ~ ~ i,.,+ '.-1"1 Cv rt1~~D"YRI&~~'UPo~~ [411:Tt~3iS~f1#N4N..it_,~d-.i: !ih~ ~
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: . IIBIN(i NEIP3F4M1CEL9 ~d7t,~H£TE PIPE 9E7 IPi Ph,~F Ems, 04~: i j a rr° ~ u i k,~" i i ~c dlc {>,tr.'q ~ ~ _ v ~ ~
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~ GENERAL NOTES: Z m TTI FRAME GRATE AND HOOD Z A ~ BACK OF CURB SEE STD. NO. 840.03 USE CLASS "8" CONCRETE THROUGHOUT. " ~ ~ O ~ S O } z ~ N ~
C, X PROVIDE ALL CATCH BASINS OYEA 3.6' IN DEPTH WITH STEPS 12 ~Q C, ~ EXPANSION JOINTS ~ 'Q
9 ~ Q ~B" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q ~ ~ ~ H Z 6" E Q Q O O 4'-6" 4'-8'r ~ H ~ ~!n TOP ELEVATION OPTEONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR 84 BAR ~wEL$ AT M GC ~ U p H O z F = a Q ~ H' 1 z 43" NOTE: USE TYPE "E", "F" AND "G" GRATE ° d Q ONO ~ z~xU xmoo UNLESS OTHERWISE NOTED. r~ P~' ~ P ~F-~ f, C
rn O ~ ~ . v ~ o~ y.. ' ' . a : n o 12 CENTEfl3 AS DIRECTED 8Y THE ENGINEER.. a r rn 71 N M 2 K"a U Y d U- -J 0. ~1 z m a ~ -i #4 BARS "V" Brr '^-6" V_ J a H H Z -'I = A Y " n L - USE FORKS FOR THE CONSTRUCTION OF THE 80TTOH SLAB. O O S Z 2 STD. 840.03 FRAME, O a 4. = z 0 ooNxZ rmiZ-IxA B oo°-xZ LI,..) O Z N m
O ~ ~ A GC U' H -i D @ EQUAL SPACES " GRATE & HOOD W Z a y, C7 IH ~.'v' - - - - 'a~ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL - G7 O ~ C"9 ~ t k2 11"x" {I J ~ Z ~ ^ IW-U~oCx'} xOZpm rr ~ NU~OTxry ~ 5z tlN.~
rnZ~ m m o., ';q AS SHORN ON STD. N0. 690,00. F^U~OG=ij =rnZ~m 9" ~ I-U~Ot~y ° = N a a 6n 6 6n x USE TYPE "E", "F" ANO "G" GRATES UNLESS OTHERWISE INDICATED. Q I- H - 2 N O a ~ ~ F- H zH°or~ h;C zW zH-a~-n ~ t-x zW Ia°x~z~' xgoq 2/D ~ ~ 21/8 a ~ H ° Z~ C
' O ~ H a,. c'. 0 ' o FOR 8'-0" IN HEIGHT OA LESS USE 6" NAILS AND BOTTOM SLAB. OVER N ~ LL OM J O O Fy O 0) f W O CO ~ ~ p e, , a , ~ 8.0" TO 16'-0" IN HEIGHT USE B" WALLS ANO BOTTOM SLAB. ADJUST a O O ¢ CO ~ z ~ ~ in m ~ O Q vet-LL,o~ ZF°+o~~1 _ - N N u~i~ oW O~-"~ 01 O o VJ ~ C) _ ~ z • o o - SECTION - LL SECTION - N~ O O ~ Q W ~ ^ ~
D w. , . QUANTITIES ACCOAOINGLY, z • H ~ D D R ~ o R ~ U I.-6,•0" Z • M I~ ,A(~ v m .'ap:b' ~°.'v ° CONSTRUCT WITH PIPE GROANS HATCHING. H'~ D~ ~ ` a a PLAN > F z H oo z >x ~ ~ ~ c
fdl o ~ PLAN ~ SEE NOTE CHAMFER ALL EXPOSED CORNERS t". D- ® W H , ¢ m m m H Z X 3" , W ® q ~ d < a CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r W ° a'°'' ~Hp v m A o~ A ALIGN FRAME WITH INSIDE ~~,r hH q ~ W D q o ~ o ~ EDGE OF WALL TO ALLOW ~ ~ O- p ~ U Q W ' W ,J Z t] z ~ o FOR VERTICAL ADJUSTMENT o. - ~1rr
TOP ELEVATION _ OflAWINO NDT TO SCALE. ° Z d a ~ w TOP ° SECTION X-X , m a m _ sw - WRLL SECTION °.'a ~ ~I,~ ~ ~ Q U
~ °i m ~m USE ON FLAT ELF' EXPANSION JOINT 6 GRADES 2~k AND UNDEA ~ ~ ~ ~ ~ 1, SECTION - BB T'~ J
TOP ELEVATION - - - - - - - - FRAME GRATE ANO NODD STEPS STD. N0. 840.66 SEE STO.ND. 840.03 9TEP3 -STD. ND. 840.66 - ~ DEPRESSED GUFTEfl LINE ~ SECTION - PP SECTYON - NN
s'-r.:; A S EXPANSION JOINT 3 O" ( m 3 -0"
Q'~ TOP ELEVATION _ _ - - ' - - - PLAN OF TOP SLAB SECTION S-S rn x o
z ~ ~ L ¢ z ELEYATYON ~ m s C? a Q ~ ~ ° - ~ A N- ~ ~ O NORMAL. CURB AND GUTTER ON LIGHT GRADES Ll Z O Z ~ ~ Z FRAME,GflATEPL& HOOD ASS'Y J 'N Q O N
ZM - a. ' C7t1S ZH q P:. N y V P = 41 '`.'9''': v '..9 P ~ ~ E~ 'p' z -i ~ ~I z c7 N m 3 eri Grr 2r Orr srr x m
W NORMAL GUTTER LINE Q W N ~ ~ o 'v° x ° H OO LL N ~ = EXPANSION JOINT ~ m '111 N 8" G 8" 8" G 6 x ~ H 6" E #8 "W" BAfl3 #4 BAA Err 6.. H
SECTION Y-Y ' ~ ~ ~ ~ ~ ¢ 4. -1 ~ ~ ES OVER 2~ ELEV. ~ _ = m D D •v° p D #_4_BMS "V_" iv USE ON GRAD ¢md Zmq 3r-Orr _ ~ 13/„ w Q~d ae= ~~-I m ~ \ IrQU
~ Z n: D : ~ = = m Z @ EQUAL'SPAGES ° v C7 RISER HT. Q 1'° ~ ~ p - ~ ~ C ~ D VARIES n os W C ~ - - - DEPRESSED GUTTER LINE ® N) DDz K -K N 1~,r ° no
~ ~ O - 6" o'.a,::.p'6.q,!'.., v ® ~ Gn a C7 EXPANSION JOINT MAX. ~ ~ o=af ama L M m " ~ - aNa
T ' ~ z ~ ~ ~ #4 BARS „U" 6" 1'JO" zLr^ ZW= ~ ~~Q SECTION-AA ~ ~ Zaa ~ SEALS r
2 ~ 6" ~ SECTION J•J m ,~.a.y : o.,. q W ~ ' C1 o t1Fz" W H a D ~o WHERE 30° TO 36" PIPE IS USED N ~ - H ~ D DOWEL ELEVATION ~ { SEE NOTE ~ SECTION Poi-M SECTION R-R N AHA BAN E P W =
W H - ~ ~ 0 L CUA D GUTT R ON STEE GRADES g~ XHERE 42" TO 54" PIPE IS USm 2 r PIT Y° Z WRERE 30" TO 3fi" PIPE I5 USED ~ Nr m D Z Z ~ N 2 ~ LV ~ ~ M M M 7rr N f1J ~ z 116illlililiii r ® J FRS PLAN x n 0 i1 ion
MENIHUM OI@EtISY0H3 AND QUANTITIES FOR CONCRETE OATCH BASIN BASED ON MIN. HEIGHT, N, WITH NB RYSEB ~ Z N O RISER HT- H ~ Ei1 ~ _ _ ` H fl VARIES ~ J ~ 1".1 OIHENSYONS OF BOX ANO PIPE COYER GtI.YDS. CONC. IN HOX DEDUCTIONS J r-+ Z z o u rr r rr n SECTION - JJ ~ W >>~,1Q+~~ C~~®~ s~~~f
Z ~ " O ~ PIPE SPAN WSOTH RIOTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BAAS-W iDT. ~r,C. ONE PIPE (O O J p, J z a. O TOTAL TOP BOTTOM FOR YIHIMW z Z't - - - - - - - - - - ,'.I n'. ~ ~ D A B C G N E F N0. LENGTH N0. LENGTH N0. IENBTH IBS. SLAB SLAB NEIDR N C.M. R.C. W ~ ~ ®q I~~ X ~f~ I~ 3-ORe 3~ R 5~8 1/2 W ~ ~ ;s~`~:®~Q~~S$1o~+,~9 ~
. n~ _ " ~ . , o . ~ . , n • 12" 3'•0" 2'-2" 2"-9" - 0.235 0.772 0.015 0.026 I 15" 3'-0" 2'-2" 3'-0" ' p~,. A o'' ~ ' ~ j A ~ 0.235 0.829 0.023 0.038
`ni .o, 18" 3'-0" 2'-2" 3'-3" 0.235 0.687 0.039 0.049 of q 24" 3'•0" 2'-2" 3`•9° 0.235 1.001 0.059 0.065 B" Grr 1y2rr Gr. Zr-Un Grr ~ ~ ~I~n ~ 2 93 Z ~n
n'. " LL D'~I LL Gl ,,~1 °p,- 30" 3'-0" 2'-2" 3'-4" 4'•3" 1'-2" 4'•0" 4 1'•5" 2 3'-9" 3 9`•9" 39 0.123 0.321 1.433 0.092 0.727 ,°I ' _ ,'1 - - 36" 3'-0" 2`-2" 3'-14" 4`•9" i'-B" 4`-9" 4 1'•11" 3 3'-9" 3 3`-9" 43 0.161 0.358 1.714 0.132 0,178 ~Y U ~ ~ fly, ~NGINEE~' ,q,.1~•
WHERE 42" TO 54" PIPE IS USED ( ' ..v U'... ~o.'d1p':o~::.`n''.6::.'.o;' ..o ...a'r;b'.'" 42" 3'•0" 2'-2" 4'-5" 5'-3° 1'-5" 3'-2" 4 1`-8" 2 2'-11" 3 2'-11" 32 0.112 0.316 1.738 0.180 0.243 SEGTYONTKK • ~ n~fe ` ~ ~ , ~
DETAIL SHOWING METOOD 48" 3°-0" 2'-2" 5'-0° 5'•9° 2'-0" 3'•2" 4 2'-S" 3 2'•11" 3 2'-if" 35 0.145 0.352 2.052 0.235 0.317 - ~ - 54" 3'-O" 2'-2" 5'-7" 8'-3" 2'-7" 3'-2" 4 2'•10" 5 2'-ti" 3 2'-it' 41 0.180 0.386 2.387 0,297 9.401 SHEET t OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF 2 SHEET 2 OF 2 SHEET 1 OF 2 R SHEET 1 OF 2 <<~ilITIIIII`II~
OG 540 m 02 $4fl " ®2 ° RISER HAS .228 CUBIC YARDS OF CONCRETE PER F00T HEIGHT 540 a pgay MOOD ELEYATYON SECTION - RR ~44, ®3 " v v 1 840.02 840.03 `Y1I^I~
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m - z m 13'-B~4" z °p GENERAL NOTES: OMCQ v~ SEE DETAIL OF APRON DITCH GRADE 3`'0" N4 ~ 0O oin H~z DETAIL 5HOWING TYPES OF GRATES 2x_117<rr 2~" aQ3
{ USE CLASS "8° CONCRETE THROlXV1011T. a- Q G ~ SUPPORT NOTCH -SEE ti'-B" ~ F Q H Z Q'a H z SHEET 1 7'•8" ~ a hQ DNgxO USE ACCORDING TO WATER FLOW. ~"4 11/2"~ ~ z~xq
07 a O JUMBO BRICK WILL BE PEAMYTTER. CONCRETE BRICK OA 4 SOLID Z l- y ~ VI O ~ N ~ Tp..orn~N i---- - i Ca1CIlETE BLOCKS YAY BE USED IN LIEU OF CLAY BRICKS. HQ(}V rD-o~~N DOWEL-B1 HOL=7~ N= mq-n~~ B Hoc? . LL J w ~C)~ t-iZ-ixp OOaxz
H z ~ 2 A #4 BALI PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH KITH STEPS 12" p p Q- = z ~ Z 2 D FOA 92" THAU 36" INLET O o IL = Z x z z ~ ~ ~ m TYPE "G" TYPE "E" TYPE "F" A A 1 u~ I 9%S rr ~ U QUn, ~
a ~ n ~ I I ( I I QN CENTER. USE STEPS WHICH COMPLY W1TH STD. GRAYING 840.66. W ~ Z ~ - O Q A CD °'1 iv ~ ~ S-TIZDm USE #4 BAR DOWELS AT 12° CENTERS. U'QO= =rnZprn io id 8" ~UQO2 - = O ~ O ~ I I I ~ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM S118. ¢ ~ H f/d ~ a a = m Q h y ~o~ zH~oO ~ 1~'i ~ 0~~0 00 ~ ~ ~x~zw
2 O m W Z H o r T I I ( I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF 80X, A00 TO SLAB {~p ~ ~ W Z M O r T B1 ~ p ' 1r7 H AS SHOWN ON STD. N0. 690.00. Q ~ H J 4J H - U- -1 H q0,.., hlLoJ a ~ ~ o ~ ~ n •i WATER FLOW SAG WATER FLOW 0~0 0 0~0~000 ~ I ~g%8r, Z o ~ ~
ox~z II I oao¢ ns~z " a" W ~a'"a GQNSIRUCT WITH PIPE CAGWNS HATCHING. !S ~ #4 BAR O 60 • ~.D p I I z H ~ p D 3'-g" DOWEL C" z M~
D-1 6"-"~", MAX. DEPDI OF THIS STIWCNRE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION. D A-i OPENINB DOWEL^O" p ~H , 1~-8" 1'-6" IS 12 FEET. Q~,•I••I a IN WALL FDR 0.M qq ' ao 0.H Z o r W
z I J usE sTANDMD FRAMES Aln fiUVTES Ba0.22 {SHOMNi, BaO.xa~51iDNVt, Ba0.20, W ° O TROUGH DOWEL Bz PART SECTION U-U D®WEL-B2 W ° DOWEL-A e4a.29, AND 640.33. ° z ° v 0o B 1~2 ~ 1~° o
SEE STANDARD DRAWING 840.25 FOIL ATTACHMENT OF FMWES ANO GRATES NOT SHOWN PART SECTION V-V SINGLE FRAME 8 GRATE
CFWNFEA ALL EXPOSED CORNERS t° 1'•6" CONCRETE APRON DRAWING NDT TO SCALE. W SECTION B•B
~ V ~ ~ i~-3» DOUBLE FRAME R GRATES a PLAN ~ ~ 'n i a,r n 2~~ rr ~ H H
I W~~ o 00 0 0 00 00 0
~ ~ 1'.g^ W z °C z U I o 00 0 00 00 00 0o U ~ o. ~ O T~ ELEVATION ~ DIT~+ CONGAETE ~ ~ V7 O ~ OLD ~~I OD ©O O ~ x ~ z WATER FLOW SAG WATER FLOW -4- p O m ~ ° C r SECTION A-A ~
~ H TOP ELEVATION SEE DETAIL R ~ ~ ~ DOWEL°C ( ~(~C~ OOH ~OOO OO LL F- rn m~ Z~ z o
y O DITCH GRADE ~ Z y D' O i'•6" Z 1'- N ~ = 33" MIN. ALL SIZES ,.-1• M W ~ N ~ S QUANTITY TD BE ADDED FOR EACH 2' INCRFAENT INLET DPENIMG ~ M W d w
' ~ O(I -19" MIN, i S-an CONCRETE APRON Q 'J H ~ ~ O AODITIQNfLL INLETS 2'-D" 4'-p" 6'•p" 8'-0" 10'•0 12r-0" - Q J H ~ ® -I „E„ BARS SEALANT ¢ ~ ~ ~ ® ~ CONCRETE CU. Y05, 0.191 0.417 0.665 0.897 1.145 1.380 OC Z H z ~ x TYPE nFn TYPE "E" TYPE rrGrr TYPE - E Q ~ Q v
_ ~ Z - K 2" @ 6 CTS. 8~ 0 ~ : 2 D CONCRETE APRON CU. YDS. 0.065 0.132 0.198 0.263 0.329 0,395 V CONCRETE APRON ° ~ 70 iJ J m 3 ~ CL. "B"~ ® ~ ~ ® C7 i N i ~ ~ a Z 9 RAIS rF HO G ARROW 23/ rr a n 0 ~ N z -1 D RAISED FLOW ARROW 2~q" `I ("-i- ~ O B o
C Q D 8"t "G" BRAS 8" "F" s a0 CONCRETE 2 ~ d I'* C ® D ~ 0. is °d ~ p ~ @H" BANS 4n BARS Q° ~ = V ~ DIIFJISIONS AHD DUANTITIES FQR BRIgK GMT® DROP INLET (BASED OM MOH. HEI6HT, H) Q !h a,0v %s"HIGH ~ ~ ~ - - Q~z
N ~ n [ti. N DIMENSIONS OF BOX AND PIPE REINFORCING STEEL - ND. 4 fAAAS BRICK DEDUCTIONS ° M Q @ 6 GT3. Z ® _ [7 - CU.YDS. CONC. CU.YDS. BRICK ~ FOR Z ® y i ~ ® Q p ~ ~ °az Q ~ CONSTRUCTION DOCUMENT x ~ ~ ~ If T ~ d
~ x 3^ ~ "F" BARS Q ~ ~ Fa PIPE SPAN WIDTH SPAN WIDTH HEIGHT BARS E BARS F BARS G BARS H IN BOK HASONIIY IN BOX CONC. ONE PIPE Q 1-, 'a Z D = 2" _ @ 6 cis. ~ ® Z ~ TorAL ~ I~ H - . H 0 J K L N H N6. LENGTH N0. LENGTH NO- LENGTH N0. LENGTH CBS. 701' BOTTOM H H PER TOTAL C.S. R.C. (!J ^ I L. _ a' W - r ~ APRaN TDra1 t~ DZ~ i~rr ~ -m 1~2 ~ NOz
~ fA p~.~ --.I--1 S'¢° 8" _-R1____..- 8" MASONRY 2 F+ N ~ r°+ SLAB SLAB TOTAL FT HT = W ~y m ~ o I STEP STD. ANCHOR ~ : ~ ~ rn GZI 12" 3'-8" 2'•0" 3'-8" 2'•Q" 3'-9" - - - - - - - - - 0.308 0351 0859 1.301 4 1.980 0.020 0.032 W ~ T" ° N Z ~n 2 n q O 1 `m ~T" zoo a ~ r ~Brr NYC W
I L o 840.66 DOWEL 'rA^ J ~ 95" 3'-8" 2`-0" 3'-8" 2'-0" 4'-0" - - - - - - - - - 0.308 0,351 0.659 1.407 ABOVE 2.086 O.D31 0.047 J a^. 0
~ O ( SEE NOTE BR~ILK C7 fS ~ C 1B" 2'•0" 4'•3" - - - - - - - - - 0.366 0.659 t,47f YIN H 2,130 0.044 0.065 ® ~ -R ~ - z '9 I W Y ~ :0 24" 2'-10" 4'•9" 8 i`-3" 8 4'-9" - - - - 26 0.186 0.988 0.922 1.646 0.346 2.588 DA78 0.113 W e 1~i O x ~ 1 13/4 `=?I F•- /B 1 ~ 1 ,R 1/B" W 11°
~ m - ro~ 8« V m 30" 3'-8" 9'-5" 5'-3" 8 1'•10" 7 4'•9'" - - - - 32 0.301 0.410 1.062 1.936 2.998 D.t22 0,170 U > z 2'-11~'" 2'-113/4° ~
!-1 36" 3' 10" 3'-10" 5'-9" 8 2'-3" 8 4'-10" 4 0' 7" 2 4'-ti" 48 0.374 0.494 1 219 2.187 3.406 0.176 0.238 H ~ SECTION V-Y DETAIL ~ 42" 4`-6" 4'-8" 8'•3" 10 2'-11" 9 5'-7" 1'-3" 3 5'-7" 88 0.555 0.630 1.538 2.717 4.253 0.240 0.823 ~ -R_.___
SECTION_ A-A DITCH GRADE APRON SUPPORT NOTCH ~ 5'•6" 5'•O" 8'-9" 11 3`-5" 10 6'-1" 1'•9" 4 6'•1" 87 0.705 0.743 1.799 3.221 H 5.020 0.313 0.422 ~ YL -=.I ~
- ( ! 54" 5' G" 5' 8" T-9" 12 3'-tt^ 11 6' 7" 2'-3" 5 8'•7" 108 0.868 0.665 2.064 3,786. 5.870 0,396 0.535 d II 60" 6'•2" 8"•2" T 9" 13 4`•7" 12 T-3" 2'•it° 6 T•3" 135 1,104 1.042 2.497 4.709 7.198 0.489 0.860 1~° SECTYON A-A 1'`rr ~ I /$,r
88" 6'-9° 8'•9" 8'-3" 14 5'-2" 14 7`•10" 3'-6" 7 T-10" 168 t.326 1,270 2.889 5.789 8.076 0.591 0.798 BHEET 9 OF 2 I II^-GRATED D.I. SHEET 1 OF 2 SHEET 2 dF 2 SHEET 2 OF 2 2 of 2 SHEET 2 OF 2 TYPE F ~ SECTTON A-A SHEET 2 OF 2
540.26 ~ 540 ¦ 26 54®~ 26 72" 3.8 2`-0" 7`-4" T-4" 8'-9" 15 5'-9" 15 8'•5" 4 4'-1" B 8'-5" 198 1,SS9 1 391 0351 3 311 5.954 0.346 8 905 0.704 0.950 540 ~ 26 TYPE G x.26 840.03 840.03 ~ Z
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Hz-IZD _ ii'6 RAD. o' I I Y•", °O~= '-'z~ 12" ,10 « .04 ~'0 oo~xz gD o aD C7 -I ® ti • i ¢ ~ ~ ;o. • ~ z 47 ~ -1 « 12 •.03 ~ 03 Q =.nzym ° ° a o~ r, a, ~ « IW-V¢o= =~D1,rn 7 7 WQqu.z ooaxZ mz x-i d ` oo~-xZ
ono ...o. ..Q.:.a- ~ ..'.,o.. m ~:a,': 1 as 6':..' 2 4 ~ ~ =~Qa QUH®~ Mar p,o p.o o' aT ~'o• ivr 1~" RAD. e~nt=-~o~ zMor-n FF pJ IW-UgO,ry xOZ~m L. ~ L~ ~ NUQp~ a 1' ~ 'I~,,~fj
N n2~z r « 1$'4" RAD. ~ r~ a ~,o'.' ..v ¢ H V. 1'x~zW Zpxr~Q® L PE T ELEVATI N F Nx ZW ~ ~ U- ~ J ~ CURB r4tro GUTTER DR AS TRANSITION to ~ q OQI/'-'jam nS~z pAY DIRECTED OY ENGINEER DO~a \
-t 2-6 1 -6 •o.::.' o°uJ~ ox~z ,02 .02 ~ ::P .08 /.04 o°uJ¢ ° ~y.D ~ z •H ~Z,D 0.34 .02 p•2' ~ .0~ L_ Z •MOr ~N w 2'-&`° CURB AND GUTTER 1`-6" CURB AND GUTTER 8" 9° F~ .05 ,Og . v-•02 -.Ot p''. • v.:o•q . ^ ~ p,,.p:.°.a.. ° ~ FN APRON SLOPES UP Z a ¢ ~
to a h'~"~ n. ~j r _ _ a' p, O z n n « u rr n r ~ ° Z 12" 09 • ~ - Z I- ~ p ~ p V INUIRADII „ _ RADII SEE RADII H? ~ ~N PAY LIMITS H L, } 1.0. Nq r ,+;,<<•fi r y,';; ~ PLANSJ tAS SHOI'di D-? v , ~ z~~r~ ,~1_ 2~-On jt'~,~;~~,~'i~~r~~, IN RADII ~(1~ ~ ~ ON PLAN3~ ~ ~ ~ ~ ~
8 X 12 OR 18 9 X 12 OR 18 1P'" .02 rr o2 ~ ° 7n 7 ' CONCRETE CURB CONCRETE CURB
4`-0" PROPOSED 2'-0" 2'-O" EDGE OF ''k`'' f~Y ~„Y?'" ' ~`r"r GUTTER~i 2'•0" ~ FACE OF OUHB
PAVEMENT 2" RAD 2'-O" .02 0.33 "02 0, ,o / .03 .01 ~ ~o /•Og ~5 ~q' ,04 25 -.04 -.02 NORMAL
v•: 4: 2'-4" MIN. " cT rr 1'-D" 1'-0" .04 ~ ~ • n.' a~.' • . • c .'.o ~.'...,r T/e RADIUS ~ t/ N o•.•... o o• . CROWN o..:v;•. e•,:v: ~ m v. i* I C l~\I
12 p'::. •.o..,,d .o.. ....p., P , .'.:a n 44° 12° .0$ r, 1 n .00 :r .0 pa¢,. ; p:.::, a~ ~ : 4 ~ •.:q:: ' .v'. ~ 5 `D ;~`?•.°':':~.p. &.','N~,N;;•: 7" O t9 z q OC Q: m ~r.-A DRYYEWAY WITN EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-fi" CURB AND GUTTER ¢ ~ ~ ( ~
~ ~ 'v. n v. v• '9- v.:v' 7 m 'r~ q.-. p o'. « tr ~ rn T 2 7 .D~
R.R « l~ F- ~ ~ M F p ~ = EXPRESSWAY GUTTER SHOULDER BERM GUTTER 8 z ~ ~ ` ~ o .D2 .08 z F"' W H ~ ~ ~ r PLAN VIEW OF TYPICAL CURD AND GUTTER OCCURENCES ~ H ~ F- W ~ C9
S" X 6" MEDIAN CURB VALLEY GUTTER H ~ ~ ~ = 0.32 '02 O.25 -,03 /.04 '00- ~ r.ia _ 111 3 tS I° 111 0'• . .03 •03 -•04 3 t7 F
a= O Cm~ o ~ O ~ z 2r-D" 2r-D,r 15^ 2'-Drr ~~~~2.~D.~ o ~ t7 ~ " J
~ ~ Z SECTION VIEW OF CURES OR CURBS AND GUTTERS ° m ~ ~ m z 12rr '07 12" 'OD T+' .oo ,os ° n~
• C.~ « „ Q.T C~ Q~ . ~ ~ ® GENERAL NOTES: FILL ~ x 1-DEEP ° y 0p po ~ p D: ~ ~ e ~ 12rL ..I~O"`--~.,r.-,-, 12 ~ ~ 0.04 ~ 12 ~ ~ ~ 0 v m ~0 ~ p VARIABLE - 1D' SUGGESTED VARIABLE - 10' SUGGESTED 6" ~ ~ 0 ~ ~ T
W ° GROOVED OR~SAWN z ~ W °z ~ ~ Ta -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT JOINT WITH JOINT ¢ W ° •02 .02 O, /,05 ~ /.11 ~ Q tIJ ~ z ~ W Q SECTION A-A SECTION B•B SECTION C•G z ~ ~
~ ~ A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN I- ~ ~ 0.3P ,02 25 .•04 -•0~ _ ~ ~'I A ~ SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER W ~ ~ ~ ~ ~ • n • ~ •02 • .v,. c : •'.a ^ ~ O : ~ ' p, O ^h fA ~ H V C ~ ~ B ~ EXPRESSWAY GUTTER TRAP~ITION GUTTER 2'•G" CURB $ GUTTER W ~ ~ O \ t11 ~ O H ~
~ ~ Z WITHOUT THE USE OF TEMPLATES AT 10` INTERVALS. ~8" RAD. GUTTER = ® -1 ~ z « .O6 »00 „ ~ ~ s ~ ~ ~ a -JOINT SPACING NAY BE ALTERED IF REQUIRED BY THE ENGINEER. ,o.- ~/g R~• PAVEMENT SURFACE N ti Z PB -1 a 12 7" 12 ~ 7 l .01 ~ N C~ Z U ~ Z ~ ~ Z JOINT SEALER JOINT SEALER N V ~
~ .n -CONTRACTION JOINTS NAY BE INSTALLED WITH THE USE OF SURFACE J Z Q ~ '1 J Z Q ~ ~ RA6 SURFACE QF ~ SURFACE OF ~ GUTTER GUTTER ®@ ~ m -I1 c7 Q Q REVIEWED BY: LRH
O TEMPLATES OR FORKED BY OTHER APPROVED METHODS. ..•v.' . ' , 'v•' . ° ' ~ ® O BERN VARIES 2'-0" 2`-0" a ~ CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1~" DEEP. • o• ' ' o~ • •'•'v,' ;,•o.'•v p' 6'• p•.:.',•.4:.• p~..':.•.~ T w ~ 8`-0" NORMAL _ W Iz ~ ~ ~ EDGE OF PAVEMENT /e ti~' 1D" TO 12" " •o' , .n'• , W v
n n .p'.,...~.•.C',;_.•..,.9..0•,•:..p.•p•. .v .°,.A.v .v •v' .02 ,02 .08 - -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN $ X8 MEDIAN CURB, v ::L.•, ,~.:•,~o,~,;.. O, ,02 -•05 0'„ /.D6 ~ /.12 o o 0 0 30 .01 .01 0.25 - .04 WITH JOINT FILLER AND SEALER. PROPOSED _ _ o q , 8 !g".1- JD F L ER 1" -1-L¢" DESIGNED BY: LRH
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. J~° JOINT FILLER - ° • ~''v•'' 4'• ~ m ~ p U•'• h A EXPANSION JOINT CONTRACTION JOINT DRAWN BY: LRH PLAN VIEW OF TRANSITION Mores: DATE: Nov 2aio
ALL RIGID OBJECTS. JOINT PAVEMENT i2« .05 „ 12,r .00 7" .02 .OB TRANSVERSE EXPANSION JOINT 7 ~ LONGITUDYNAL JOINT IN CURB AND GUTTER EXPRESSWAY GUTTER TO 2'-G" CURB AND GUTTER -IN THE TRANSITION FRaN a'-q" CONCRETE EXPRESSWAY GUT'IEA TO 2'-G" CONCRETE PROJECT NUMBER: 10 03 CURS AND GUTTER, PLACE1~° IXPANSION JOINTS AT 25' INTERVALS.
SECTION VIEWS OF SECTION VIEWS OF -PLACE GROOVE JOINTS 1" DEEP AT i2'-6" INTERVALS BETWEEN EXPANSION JOINTS. -FILL AND SEAL THE TOP 1~" OF THE EXPANSION JOINTS AND 1" GF caNTRACrIDN NCDOT CONSTRUCTION
SHEET 1 OF 3 SECTION VIEW OF JOINTS SHEET 1 DF 3 SHEET 2 OF 3 EXPRESSWAY GUTTER IN SUPER ELEYATYON 2'-6" CURB AND GUTTER SUPERELEYATION RATES SHEET 2 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 JOINTS WITH APPROVED JOINT SEALING C06{POUNO. SHEET 3 OF 3
546.01 546.01 546.01 846001 846.01 848.01 846.01 DETAILS
TL- 2
NOV 2010
I

COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT" FIRE HYDRANT PAINT PAVEMENT OR SILVER MODEL X1440 Q.
FINISHED GRADE 0
U
SEE VALVE BOX x GATE VALVE TO BE SAME INSTALLATION " DIAMETER AS MAIN LINE 4 MIN. #67 STONE FILL PUMPING & HOSE CONNECTIONS ~ Q. PAVEMENT OR ~ ~ ~ o
_ 6-8° EQUAL TO COUNTY STANDARD X~ FINISHED GRADE ~ ~
- VALVE - BREAK RING " I TO BE SET WITHIN 2 4 SEE VALVE BOX O N o TAMPED BACKFILL fNSTALLATION 4 MIN. (l} U ~
TAMPED BACKFILL BOX FINISHED GRADE OF FINISHED GRADE ~.I O ~ N a~i
TAMPED THREADED COUPLING ~I - • ,1 I VALVE BOX BACKFILL • 5/6" TYPE 304 STAINLESS STEEL VALVE ~ ~ q' Nil- n THREADED RODS (MIN. 4 EA.) BOX '1. 2 ? ~
..a n-I ~ - „ - _ 2 THREADED BRASS PIPE I i"-i-t' I_~~ • I~ I I-_ - - - - - - - - . - H TAMPED T Q ~ ~
- -I I - - - HYDRANT TEE - :lTl''C I I ~'.r;. •...,~,•,:,e CONCRETE BLOCKING -I = - - ~I_ ~ _ - - - = BACKFILL THREADED COUPLING ~
I - - I I~ - MIN. 1 3 C.Y. AT 3000 P.S.I. I - / II II - ~ I I " " ~ BURY AS I B-I 11--I I I -I ~ ~ WATERLINE SIZE VARIES .~I~I „ICI, ,II-II=,II1= 2 BRASS NIPPLE W~ ~ UNDIS01 RBED I Q Q W
I "f~` SEE PLANS UNDISTURBED SPECIFIED solL 5/8" TYPE 304 STAINLES ~ i - ~ ~
CONCRETE THRUST THREADED RODS MIN. 4 EA ( ) 2" THREADED BRASS CONCRETE THRUST BLOCK '~~".Y~~:•~• CONCRETE BLOCKING ~ a
COLLAR PIPE 12° IN LENGTH PLAN BENDS HYDRANT TEE 2" BRASS NIPPLE MIN. 1/3 C,Y, AT 3000 P.S.(. ~ tJ~„ 4' PLAN TEES CONCRETE ORLAR (MIN. 6° IN LENGTH} J
( ) 4TE: MJ CAP W 2" TAP ' • • • • " "
5' MIN. / 1. MIN. OF 4 CU. FT. • • • • 18 MIN, - 10 0 & LESS STONE MORE IF • • • CONCRETE THRUST BLOCK 24" MIN. - 12° 0 & CREATE 0" 0 & LESS M.J. CAP W/ 2 0 & GREATER 2" THREADED TAP
PAY ITEM REQ'D). GATE VALVE 5' MIN. 2° BRASS PIPE
INCLUDES ALL ITEMS EXCEPT 2. CONC. THRUST VALVE SHALL BE PLACED ON THE MAIN LINE VALVE BLOCK TO HAVE MIN, ~ WATER MAIN SIDE OF m ~ I I ' ' - (MIN. 12" IN LENGTH)
OF fi SQ. FT. #5 STONE FlLL ROAD DITCH ~ I I- _ I PAY ITEM
BEARING ON SOLID (4 C.F. MIN.) 3 „ _ _ HYDRAN /4 TYPE 304 SS. THREADED RODS m - ° p'v..„.4 " BANK {MORE IF T LEG TO DIP MIN, 2 EA. PE '11-) u' - ° a INCLUDES ALL ITEMS .a
TEMPORARY BLOW-OFF ASSEMBLY R sECMENT REQ'D.). OR - -
3. DRAIN HOLES AND "A ua-G' " II~II II-III II I~i~~'
FLANGES SHAL PAY ITEM 9 np RINGS OR ROMAC ~ ~ ~ ~ ~ I~ - L BE FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT CLEAR OF CONC, ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS SEC11 - PERMANENT BLOW-OFF ASSEMBLY
4. FIRE HYDRANT ON X X PLAN & ELEV. SEALS
BARREL SHALL BE BENDS & TEES PLUMB. PLUGS
FIRE HYDRANT A PIPE 90' BEND 45' BEND 22 1/2' BEND 71 1/4 „ SSEMBLY 22 1/2' BEND 71 1/4' BEND TEE PLUG ~~~,e'`1C,'CAf{tp/r~'~
2" ASPHALT CONC. #4 BARS t~ 8 O.C. (MIN.) A B A B a e A a e A B A B c o CONC. THRUST o~'~ 0¢
OR DOUBLE BITUM. 2 PLANT MIX ASPHALT NOT TO SCALE OR CONCRETE MIX 4" s° 12" a" a° s° s' s" SURFACE OR AS IN CUT TO NEAT s° s' s" s" s" s" tD" ts" UNDISTURBED SOIL ~ COLLAR (3000 PSI} t4'-0" B ~ ~OF~SS~Qi~~'"~'9
PLACE EDGE #4 LONGITUDINAL °"FI " s" 10° 12° s' 10" a° a` a" a° a` a" s" 10° to" 12" ta" -I i I-III-I I f=_ GONC. THRUST . ~ { i
ilE BARS HvD INSTALLED ON NG 8 WATER MAINS MUST BE INSTALLED USING A 8"x8" EX. PAVEMENT 8' 15" 13" to" 10" a° 8` e" - TEE CUT I THE EXISTING WATER MAIN. FIRE HYD INST ON EXISTING WATER TRENCH ~ ~ COL AR (3000 PSI} ~ ~ SEgL ! 8° 8` 8" 8° 10° 12" 12" 24" ,•~;A~•CHO ~ •~~,.~o:i~P;~::•. WALL ~ s 22993 !
°p ro NS ERT 8", BEIN$T USINGATAPPINGSLE 10° 1s• 74° to° 12" s° 10" 6` 6° 10" 6" 10° 11° 14" 74" 25" RING 'MAIN MECHANICAL ° MAIN JOINT
8 COMPACTED CRUSHER ANDVALYEOMTHE 72" 2Q' i6" t2" 14" " ° - - - EXISTING WA MAIN. 8 1z a - - - - RUN STABILIZED WITH ~ - s' tz" a" t2' t4" ts" ts' 30" ...•.•-.I_L.-. •~_L.I:....•-i ..,..TAMP TAPPED • ra` ° { ~
I- 5~ PORTLAND CEMENT CONCRETE 14" 22" 1a" 14" 1s" 1a" 14" 1a" ED PLUG ~ G1NE ~ 10" 14" ta" 14" 16" 16" 18" 34 WALLCH ~ BACKFILL SECTION 44rR HiN~s;ti~~'~
' ----I- i6" 26" 20" 76" 19" 12" 16" 12" 7z" ts" t2" ts" ta" 20" 20' 3s" PLAN UNDISTURBED SOIL 1rrrrai uit°
II ~ III _ ~
- - - SELECTED BACKFILL NOTES: SCHEDULE _ ~7
- - - SELECTED BACKFILL - _ = I _ - TAMPED IN 6" LAYERS-- 1. CONCRETE SHALL BE BURIED _ - TAMPED IN LAYERS I- - - 3,000 SHALL BE 3,000 PSI MIN. PIPE DIAMETER CDNCRETE THRUST COLLAR ANCHOR COLLAR RINGS REQUIRED o ~ ~ ' q
PIPE LINE ~ - - - 2. CONCRETE FOR THRUST BL ,III- - BURIED - NOTE: BE PARTLY DRY THUS MA FOR THRUST BLOCKING SHALL A B c
METER BOXES SHALL HAVE A 2 DIAMETER HOLE I ,-.,III-I! i_ PIPE LINE ' ~ _ IN THE LID FOR NEPTU WEDGE TEE MORE EASILY f 'DRY, THUS MAKING THE CONC, s" a", tz` t'-a` 1'-0" 2" ONE q MORE EASILY FORMED WITH ts" t'-4" i'-D" 2' oNE 4 a REVISIONS
NOTE: _I (I _I I NE AMR SYSTEM. THE WIDEST PART (BLOCKII ALL PAVEMENT SHALL AGAINST UNDISTURBED SOI T PART (BLOCKING AREA} 20" t'-4" t'-o' 3" ONE
SECONDARY HIGHWAYS B PRIMARY HIGHWAYS E REPAIRED tMTHIN FI 3. THE CONCRETE SHALL COVI NDISTURBED SOIL. 24" t'-4" t'-o" 3" Two REINFORCING ETE SHALL COVER ANY BOLTS 3°" 1'-4" t'-2° 4" nva NOTE:
THE SAME WEEK IT NISHED GRADE OR GLANDS, 36" 1'-4" 1'-4" 4" ~ 6" TO 16" MAINS = 12-NO. 7 BARS
IS CUT - - 4. ALL FITTING AND ACCESSOf WITH 10 ML. POLYETHYLENI AND ACCESSORIES TO BE WRAPPED 20° TO 36" MAINS = 12-NO. 8 BARS POLYETHYLENE PRIOR TO POURING BARS PLACED AS SHOWN
I I = I BLOCKING. I METER AWWA C 700-71) 5. VOLUME OF THRUST BLOCK.
(US G L.) 5/8 x 3/4 TRANSVERSE AND LONGITUDINAL CUTS ° PLASTIC BOX WITH ON THE THRUST BLOCKING THRUST BLOCKING SHALL BE AS SHOWN RUST BLOCKING SCHEDULE. THRUST COLLAR INSTALLATION DETAIL
TOUCH READ COVERS
CUTTING & REPLACING PAVEMENT DETAIL Z
LocK TrnE ANGLE CHECK THRUST BLOCK DE ~ METER STOP VALVE BLOCK DETAIL
w 5"
CONCRETE THRUST BLOCK ~5 AT 45' BEND. ~ BLOCK SUPPORT OR o0
SEE THRUST BLACK DETAIL ~ o~ STONE AS NEEDED FOR DIMENSIONS OF BLOCK. • , NOTE: STANDARD MANHOLE o a RING AND COVE? U U
MANHOLE STEPS SHALL BE . f O O ~ ~
10' MAX. PLACED 16" O,C. WHEN DEPTH FINISH GRADE n ~f z a a
3/4" OR 1" OF MANHOLE EXCEEDS 5 FEET ALL PIPE SEGMENTS LESS PE SERVICE LINE
1HAN t0' SHALL REQUIRE RODDMG. BACKWASH S.S. THREADED RQDS WATER MAIN SHALL BE - ATTACHMENT V CAST IN CONC. & ~ N N BACKWASH AIR RELEASE VALVE (SHORT BODY} PAINTED BLACK ~ a ~
CONCRETE THRUST BLOCK DOUBLE STRAP SADDLE COPPERSETTER DUCTILE IRON PIPE ~ REQUIRED AT 90' BEND. METER YOKE TO MUELLER ATTACHMENT REQUIRED
SEE THRUST BLOCK DETAIL N0. H-1404-2, FORD NQ, THROUGH THE MANHOLE 1n FoR aIMEN~oNS of eLOac. METER YOKE COMPLETE WITH VH-72-7W OR APPRO D AND 5' EACH SIDE I j
DUAL PURPOSE FITTINGS EQUAL FOR 5/8 OR 3 4 w PRECAST CONC. `fl ~ N o
SERVICE m 4 'BEND STATIC THRUST IN POIINBS Nl1FARFR OF RMS RFf1111RFf1 Q MANHOLE I q ~ a o 0 ISOLAl10N VALVE
CORP. ST WATER MAIN CONTRACTOR TO INSTALL W.M. GONSTRUC110N DOCUMENT
6° 4,32a p DEPTH REQUIRED TO FACILITATE > INSTALLATION OF AIR RELEASE 4 - #3
e" 7,694 2 MANHOLE AT HIGH POINT 12° 17,312 2 12" #57 STONE ~ (1 EA. CORNER) I
16° 30,779 4 u ii TYPICAL CONC. F0011NG N
3 4 & 1 WATER METER SERVICE DETAIL 20" 48,09f 6 „ (3,000 P.S.I. CONCRETE} SQUARE MARKER WITH ~•~•~~•••••~-12" #57 STONE BEVELED CORNERS
24" 69,252 b
GENERAL NOTES STANDARD AIR RELEASE MAP
1. RODS AND NUTS MALL BE OF TYPE 364 OR TYPE 316 STAINLESS STEEL 2 CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT ;LEASE MANHOLE DETAIL
BENDS. VALVE MARKER DETAIL Q
VERTICAL BEND RODDING ~4'ss. 6RIEaLE eras s~a~L a~
AND BLOCKING DETAIL 66RDRAILLED ORSSADD''6" & 8"_ALL 3/4" &1" TAPS MAY BRONZE FORD C' THREADS SS DR FASTEN 8RIi3lER40ST4FITTING ~'a'"S•S.E LED. ALL 1 1/2 & 2" TAPS WILL BE FORD S-90, FR,A,NGEU5IN~~"TURh}Ri7R`fE~LTS, WELDED MADE WITH SADDLE ONLY. MUELLER H-134 OR APPROVED EQUAL WE~p p,~ WELDED TOTFTtENCASENkENTP1P>:, CASTING 12"
FOR MAIN SIZES OF 14" OR LARGER, ALL TAPS MAY BE FOR C-9D0 PVC AND FORD 5-70, 2 CUTAT$ DRILLED OR SADDLED. MUELLER H-134 OR APPROVED EQUAL WEIGAREAS SMALL BE PAINTEOWt1'H " ` J ~ 2 CtUAT3 pF BCfkiMINDIlO BASEPAINT.
ALL TAPS LARGER THAN 2° MALL BE MADE WfTH TAPPING FOR SDR-21 PVC SLEEVE AND VALVE, STk4WLt=S6 SiPEL SPACERS
TAPPING SADDLE TO BE BRAS5 OR BRONZE FOR "CC" THREADS WITH DOUBLE STRAPS, FORD 2026, MUELLER ,...J `y.
H-161 OR APPROVED EQUAL ENCLt7SE EN1J9'WIYH ? VALVE BOX COVER r \
s~iIpKM1RSDNIRY ~ pRpUT TYP. FINISHED GRADE iv ~ ~ " j V
PROPOSED LINE 8' MIN. VERTICAL SEPARATION CL-200 PE IN PAVED AREAS ~ m I TYP. FINISHED GRADE J IN UNPAVED AREAS
EXISTING STORM SEWER {SIZE VARIES} 71/2"(MIN,) ~
BASE COURSE ~-~.I I I I I I I t CONCRETE
TAMPED =III I I II ~ I ENCASEMENT
NOTE: D.D. + z _I ONE JOINT OF CORPORAT10N STO ~ `'•'`~a ' P ~ u.:^: rE DIP MUST BE INSTALLED BACKFILL - AT 3000 P.S.I.
AND 18" OF VERTICAL SEPARA110N TO BE BRONZE WITH °CC' r I ~ 2'-0" O NOTE TO CONTRACTOR: ly~
THREADS, MUELLER H-15DOD, tl. MUST BE MAINTAINED WITH STORM DRAIN FORD FB00 OR APPROVED EQUAL VALVE BOX SHOULD NOT ~ i : CONCRETE ENCASEMENT ~ Q
• CONTACT MAIN OR MAN VALVE N AT 3000 P.S.I. ~
DUCTILE IRON PIPE P.V.C. PIPE N~~'~"~ CONCRETE ENCASEMENT o.D, + 2 CLAS STAiNLESSSTEELSPACERS ~ (1
OR COMPACTED N0, 57 ( S 50 CEMENT LINED) (C-900 &SDR-21} STAENLEBS ST£E1. SPACERS SHALL BE USED. `USED' TAMPED ~ ~-1 j i- BLOCKING PLAN VALVE BOX COVER ~V..J f~~
WASHED STONE EXISTING STORM SEWER NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN N4TfM6FR SKIDSAI~EALLC1WEd. (SIZE VARIES) 2:"i°WOSPACBRSPERJ4ENTSHALLBEU5ED 120" t2~" BACKFILL ~
F`J°s? D.I.P: Ca1RR1ER Plf}E, PROPOSED LINE 18" MIN. VERTICAL SEPARATION is~D ~ SECTION ~
'1' ~ r<~_,4~ STAN E TAP NOAS~D BClRES ALONG GRA'~IrY { ' DARD WAT R DETAIL GARL~tER F1PE NOTE: ~
+ CQLLECTIDN SYSTEMS SHALL NCtT REQUERE BRIDLE RbDS, :QUfRE 1. D.LP. MAY BE USED FOR VALVE BOX EXTENSIONS,
4, 2 EA, Via" 8,5. BRfQLE RODS SHALL BI: 12a" VALVE AND VALVE BOX INSTALLATION DETAIL d"
REQUIRECt QN ALL L(NE~a E9"i3 AND SMALLER. STIrE§. ENCASEMENT PIPE ~ALLIR. SEG170~1 pEtNF~JF:N1~N~iTQAST9A ~ O
STORM SEWER CROSSING DETAILS 4EA,~"s.s,aRIDLERC3DSSELBE NOTES: REQUIRED t7N ALL LINE510"q AND LARGER. SPECIFICATION Rz5z-G1 GETADE 2 ~@R}G~£rR. ANf~ A ETITUMIN7}`J5 GOQT11~ CtN f'`
1. TAPPING SLEEVE SHALL BE FABRICATED OF 5, CARRIESZ PEPS SHALL BE IN5TALI.ED USING VPNM17 T}1E DUTSOC.
TYPE 304 oR 316 S.S. AND PROVIDE A 360° CONCRETE BLOCKING 'FlCL4 Li~K` GAaK~TS QI~ APPRQVED Et~UAL 6tOUALz -
SEAL AROUND EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET. STANDARD BORE ENCASE 2. TAPPING SLEEVE SHALL BE JCM 432, MUELLER ° EXIST, WATER MAIN RE ENCASEMENT DETAIL VARIES V ~
;;4y,.:,..,:. H-304, FORD FTSS, ROMAC ST III OR GRADE APPROVED EQUAL. a
" ELECTRONIC MARKER BALLS SHAL 3/4" THREADED RODS TYP. FOR 24", 36" & 48" INSTALLED ON 100' INTERN 5' 5' T ~ Q .ER BALLS SHALL BE
(STAINLESS STEEL) STORM DRAIN PIPE CRQSSINGS ALS AP TEES AND BENDS. l' INTERVALS AND AT ALL PIPE
~-THRUST COLLAR ~ GRADE DIA. REVIEWED BY: LRH m 12" 12"
18" _ - _ - DESIGNED BY: LRH
NEW PVC WATER LJNE HAND PLACED DENSELY NDI
TAPPING SLEEVE COMPACTED BACKFILL = . z _ = NDISTURBED EARTH .'.",j~. ~ DRAWN BY: LRH - - - DATE: NOV 2010
THRUST PIPE SIZE VARIES ? TO 1 FT. ABOVE TOP = I CONCRETE BLOCKING (TYP,) COLLAR 45' BEND (TYP.) OF PIPE - 'T ~•!D.I. PIPE " r SECTION VIEW ~ END VIEW PROJECT NUMBER: 10 03
TAPPING VALVE EDDED PIPE NOTE: WATER DETAIL SHEET
USE D,LP. FITTINGS WITH VALVE BOX - - EDD
CONCRETE SHALL BE 3,000 PSI
NEW WATER MAIN W CONCRETE ENCASEMENT NOT REQUIRED M12'FPIPE 0. D. IF PIPE IS AT LEAST 3', (CLEARANCE),
SHAPED SUNGRADE TO T 42 PIPE 0 PROVIDE BEARING 24°+D. M ORM R UNDER CHANNEL BOTTOM & APPROVED
24", 36", 48" STORM DRAIN (z°+ OAMIN ALONG ENTIRE LENGTH au. MIN.) BY THE ENGINEER
PIPE CROSSING DETAIL OF PIPE BARRELL WATER MAIN 8" TAPPING SLEEVE & VALVE ASSEMBLY SHALL HAVE A WATER MAIN 8" AND SMALLER W- 1 SHALL HAVE A MINIMUM OF 3' of STANDARD CONCRETE ENCASEMENT DETAIL
NOT TO SCALE
NOV 2010

~
\ \ \ ~ GRATE AND FRAME \ \ \ ~ \ 'ATE AND FRAME GRATE AND FRAME q
O ~ WET DETENTION BASIN. PLAN (~,,h U (i,. ~
\ ~ \ \ ~n F F"-'"I
\ SCALE: 1 = 30 RIM ELEU; D Q~1, ~ RIM ELEV• D C>;~ N " nom. I' a.. ee' ~ U4J
9 1 \ 1•
\ \ SECONDARY SPLLWAY ' RE-CAST BOX ,.e~•'• ~ ,•P~' •:;'a ".•a.a~.., ' . i.''~ N ~
hi DIAMETER: U \ ' ' s O
Z SECONDARY SPILLWAY PVC PI ~ FAIRCLOTH SKIMMER \ ~ INVERT ELEV. E EMBANKMENT SECONDARY SPILLWAY . ~ ~ 'ay . , PRE-CAST BOX ©q ~ uqi INVERTELEI/. E ,I. .~1i'e. . ?'t'.,!.;:.ax'p q.r;$.., ~
J NE SE \ OR APPROVED EQUAL ~:.°a, a ~ y DIAMETER: S ~ RI ARIA B FE \ Z DIAMETER (!N): U " , . '~a ? qb, . 4. a : .I,, ' ~
\ \ 'F PRIMARY SPILLWAY`~
1 DIAMETER: O ~'~e.
° SILT F N (T P.} PRIMARY SPILLWAY PvC ~ INVERT ELEV.: B PRIMARY SPILLWAY :;4'• ' INVERT ELEV: B ~ ' e; .:4:1 p: .+.r~~, , ~ ~""1'~t~.'~: I„L,f ~ 4. 4. C
\ DIAMETER (IN): 0 ' • ',..a .,,J • a. 'a..• ~ •
\ \ DO NOT INSTALL PRIMARY SPILLWAY a
\ \ ? ® • \ PIPE UNTft SKIMMER IS REMOVED ' .P' r ,I.I.. 'r , ; i i.. '
j ~ \ ~ AND POND NO LONGER OPERATES ° ' ~ .d,' \ AS A TEMPORARY SEDIMENT BASfN • I .;.,a a ,
\ 72 LF-18 C ~ BARREL •;.p ,a:..•:..•°•~•.
1 AT a.7~ S 1~E J ~ r.
\ \ \ 5x4' REDUCER \
\ \ EMBANKMENT s ~ ~ ' ti..,xP, ,i'; ~ .
\ \ \ o .
\ \ BARREL OUTLET INVERT ELEV•: A -"I \ d D ~~a .a .I. ~ , . e I ~ , . , .e( I-- BARRELOURETfNVERTELEV.; A -~i ~ ~ 'u•".:•.:.•'. ~ SEALS
Y 0,
EXTEND TO 7QE OF SLOPE • 6'' °c• .~1r ~ : • ` a ; . OUTLET M ~ ~ ~ t . i
STRUCT RE . ~
i ~ \ VALVE AND NAND WHEEL.
I ~ ~ ~ ANCHOR TO OUTLET STRUCTURE. SEC710N X-X PVC DRAIN WITH GATE 4 ~~P~f~"~ OUTLET STRUCTURE NOTES; VALVE AND HAND WHEEL,
SECTION Y Y I ~ / \ VAVVE TO BE OPEN DURING ~ ~ cDNSTRUCnoN. ON Y-Y ANCHOR TO OUTLET STRUCTURE. ~ ~ ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE VALLE TO BE OPEN DURING
~ rte., ~ ~ DIAMETER: R PROVIDED NR1H STEPS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STANDARD 840.66. CONSTRUCTION.
I ~ ~ \ I•\ I ~ ~ ~ ~ \ \1 PERMANENT OUTLET STRUCT DIAMETER: R ,h , 1-LET STRUCTURE 2. cLASS'B" coNCRETE To BE uSEO. ~ ba~:tLdt'~~~
\ ,y a, \ ~ I ~ ~ \ 3. ALL MORTAR JOINTS ARE 1/2" t t/8" ''a' ~'g"mb~# ~
I - \ \ 4. FORMS ARE TO BE USED FOR THE CONSIRUCTiON ~1~+~~~t~f~`P~~ a~'`~
I ~ • \ \ OF 7HE BOTTOM SLAB. p~
. I ~ \ I I ~ ~ M
~r ' ' PRE-CAST 80X ~ ~ I ~ ~I. r 4 . ia.", in. t'a''.: • ° OUTLET STRUCTURE
I ~ \ \ I . . ~,;X: TOP OF RIM ELEV D
SECONDARY SPILLWAY (2 ~ U" DIA, ELEV E) R E VI S ~ O ~ S r':
I ` I 1 \ ~ ' • 4" PVC SCREW-TYPE PLUG
a, 4" PVC TEE
0 FAlRCLOTH SKIMMER ~ TTO
E(F~ 0 ~ OR APPROVED EQUAL. ; ~ ~ ~ V p \ DIAMETER: S 4 e. • f PERMANENT POOL ELEV B
\ \ 5x4 REDUCER Y \ Y, s, B
\ " 12"
o ~ ~ ~ ' °.a,, 4 PVC ' OUTLET STU88ED
Tap e~ \ .ey;°; BARREL INTO BOX
OF `w / ` ~ OONNECT FLEXIBLE PIPE + ` t •a 4" PVC CAP WITH •'I. Q" DIA HOLE DRILLED
\ q ~ ' ~ ~ TO POND DRAIN. GATE \ \ / / VALVE SHALL REMAIN ° j
0 ~e \ / / ~ ~ FLEXIBLE PfPE OPEN. REMOVE SKIMMER i , ti
\ \ e~ / ~ ~ \ ONCE POND fS NO LONGER O i ~ ~ t 1 UflLIZEO AS TEMPORARY J J ~yp, , ~
i' ~ ~ 1~ 1 \ sEOtMeNr BastN. :.P~ •1 z
\ \ , \ ~ I I ! I r z a
~ 1 a Wo ~,F•.. SUBMERGED ORIFICE OUTLET ~ W
:~a: '<`~~;<<:~~,`•j9; NOT TO SCALE ~ ~ de
CON TRU ON , •
EA5 MENT ~ ~ ~ ~ ` ` ~ ~ , tom,, r 'h,.' ' I / a
\ _ \ \ PLAN VIEW 4N VIEW N ? o
\ CONSTRUCTION DOCUMENT
- - 3 ` -
\ \ EARTHEN BERM
\ \ \ EMERGENCY SPILLWAY
f \ EL 297.0
\ \
\ f \ \ 1=III= , 2 =1
,'I - ~-I
\ \ r KEY CLASS "B" RIP RAP TO A - EL 296 5 C~
\ \ a \ ~ DEPTH OF ONE FOOT INTO THE -I -
~ 24 WET DETENTION BACK SLOPE OF THE SPILLWAY.. _i i-ilI ~i i i _ _
\ BASIN EASEMENT 20'

' ~ \ EMERGENCY SPILLWAY DETAIL ~ ~
~ ~ \ \ ~ NOT TO SCALE
1EMPORARY SEQIMENT BASIN NOTES:
9. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A a,f DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER, II~
2. CLEAN OR REPLACE STONE FILTER W14EN DEVICE NO LONGER DRAINS PROPERLY. ~
3, PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT ~ ~ REACHES MARK.
DAM WIC DAM WIDTH: M
TOP OF EMBANKMENT ELEU: G 4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER, ~ EMERGENCY SPILLWAY, ETC, (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS.
~ ~h
i ~ ~
}0 FOOT
. y' ; ~ , . PLANT SHELF 3 I ~
.ARMORED SHELF WIDTH: C a ~ i . '.,9• , , ' ; • , T ~ ~ + 6 ' I ~ 1INSTALL SLOPE PROTECTION MATTING
OURET STRUCTURE ' • i COMP .®a•~ a*•. . PERMANENT POOL ELEU• B SEE DETAIL THIS SHEET. `w~°:,: a.. , SELE( COMPACTED CONC. ANTI-SEEP I ` V
SELECT FILL 7 ~ COLLAR (6" WIDE) " _~I ~ ~
°•9 p'i•~' 3 ' 3 3 ".a'
. 1 , BARREL OUTLET , , • - FES OUTLET INV. ~ ~ ~'°°a- ELEV,; N ~ (r,
INVERT EL V.: V "e°••' ~ BOTTOM FOREBA Y ELEV: A BOTTOM POND ELEV.• A E ~ ' _ , OUTLET BARREL: K i ~ ~ "v~`J
I ?Aq^+,
1 ~ Z ~ ~ 1 OURE7 PROTECTION '
POND SCHEDULE 1 SEE SHEET EC-t
4' ' ' REVIEWED BY; LRw
POND NUMBER T H (FT) 293.50 P (fN) i2 t-YR STORM ELEI/. 295.17 EMBANKMENT SHALL 8E CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION, ROCKS & OTHER OBJECAONABLE MATERIAL. SCARIFY SURFACES BEFORE 2-FT BEEP GUT OFF TRENCH, DESIGNED BY; LRH
A (FT) 289.00 I (FT) 4.0 0 (IN) 0.5 2-YR STORM ELEI/ 295.53 PLACING F7LL. PLACE FILL IN 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF EXCAVATE TRENCH ALONG CENTERLINE oRAWN BY: LRw OF EMBANKMENT AND EXTEND INTO BOTH
THE STANDARD PROCTOR DENSITY. B (FT) 293.50 J (FT) 4.0 ` R (IN) 4 ?O-YR STORM ELEV. 295.92 ABUTMENTS TO AT LEAST THE ELEVATION DATE: NOV 2010
EMBANKMENT SECTION OF THE RISER CREST. PROJECT NUM6ER: 10 03
C (FT) 15.0 K 72 LF 78 RCP S (fN) 5 25-YR STORM ELEU, 298.17 SCALE: N.T.S. WET DETENTION BASIN
U (h 1) Gyb.1) U L (h 1) 1 (1. 1) 1UU-YK 51UKM tLtV. L140.54 AS-BUILT SURVEY REQUIREMENTS
E (FT) 295.00 M (FT) 8.0 U (IN) 203
THE CONTRACTOR SHALL PROVIDE AN AS-BUILT TOPOGRAPHIC SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING WET DETENTION
F (1N) 8 N (IN) V (FT) 289.00 BASIN DIMENSIONS, ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE _ A
G (FT) 297.50 0 (1N) 10 DIAMETERS, PIPE SIZES, AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL EXTEND 20 FEET OUTSIE THE LIMITS OF THE BASIN.
WET DETENTION BASIN DETAIL
NOT TO SCALE
NOV 2010

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vG Z O . ~ Z N ~n /~Nryiiiiiii~~~~~ te1919.810.8408 ~ ~ Z
~n ~ ~ y email: talmagemark@yah©o Z ~ ~ i ~ W ~ ~
~ 2 Z NOTE: THIS SEAL AND SIGNATURE APPLIES ONLY TO ~ ~
~ ~ ~ ~ THE LANDSCAPE PLAN, LANDSCAPE DETAILS AND w
{ ~ LANDSCAPE NOTES U j z oaOU
~ U. O. C

PLANT LIST
. ~ ` ALIAS QTY. BOTANICAL NAME COMMON NAME HEIGHT SIZE
. - fY O' . . SHALLOW WATER HERBACIOUS PLANTS.
~ . 00 A5 198 ACORUS SUBCORDATUM SWEETFLAG B" MIN. 4" POT
. ~ SC 157 SAURURUS CERNUS LI7ARD'S TAIL 8" MIN. 4" POT
- - 'I • ~ - L'~ ~ . J • SL 439 SAGITTARIA LANCIFOLIA BULLTONGUE 8"MIN. 4" POT
SHALLOW LAND HERBACIOUS PLANTS SEAS
. CT 122 CAREX TENERA QUILL SEDGE B"MIN, 4" POT ~4~y~~eatd+rrt~P
HC 246 HIBISCUS COCCINEUS SCARLET ROSE MALLOW B"MIN. 4" POT a' ' ~'0~+~~~~i~~
LG 81 LOBELIA CARDINALUS CARDINAL FLOWER 8" MIN. 4" POT ~9~~,'&~
~ ~ o
• ~ a ~ , ~ • . a o SHALLOW LAND 5HRU65 a ~ g
• 0 . 0 - - CA 22 CLETHRAALNIFOLIA SWEETPEPPERBUSH 8" MIN. 1 GAL. ~ ~ e m~~
• - IG 37 ILEX GLABRA INICBERRY HOLLY 8" MIN. 1 GAL. °~e:, T: `
VN 44 VIBURNUM NUDUM POSSUMHAW VIBURNUM 8' MIN. 1 GAL.. ~~~'~o°r~,~~edta:'ys~~~~~~~
0 T T . ~s - LAWN AREAS: CENTIPEDE SOD "I,l~
' STRUCTURE ~ . ~ ~ ~ - 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES AND IS TO NOTIFY THE CONTRAGTOR ASAP OF ANY 5 ° ~
- ~ DISCREPANCIES BETWEEN THE PIANT LIST AND THE PLAN
~ ~ - REVISIONS
. ~ ~ ~
.
. - ~
. . (105) HC @ 0, • t ~ . ~ \
• ~ .157 SC C~ 2 O,C: ~ . ( . }
•
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~ ~ CENTIPEDE SOD (TYP) ~
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ELEV 289,0 . : , . - . ` • • CENTIPEDE' SOD•. ~ ~ a
Y 1` i - ~ ~ • ~ ~ ~ ~ ~ ~ ~ 61 CT' ~ 2 O.C. ' LJ N O a ~ r
~ I
d . ~ WATER'S EDGE ~ ~ ~ Y V v WATER'S EDGE a N
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~ Q CONSTRUCTION DOCUMENT
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~ : - ~'(13).~ VN Q 5 O.G. ~ r r I - ~ ~
~ ~ ~ ~ ~ - . r SHALLOW LAND HERBACIOUS PLANTS
r SHALLOW WATER HERBACIOUS PLANTS NOT A ~
~ ~
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. CENTIPEDE SOD (TYP) I~' ~ C~
~ ~ ~ . ~
STABILIZE TOP OF. ALL BERMS, • .
• EXTERIOR- AND~•INTERIOR• SL PES ~ ~ ~ ~ \ . R. ~ ~ ~ ~ ~ ~ ~
WITH CENTIPEDE SOD Q
- - - -
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REVIEWr"D BY: LRH
DESIGNED BY: LRH
n i DRAWN BY: LRH
f y ' DATE; NQV 2014
I PROJECT NUMBER: 10 Q3
1 1n n WET DETENTION BASIN
WET DETENTION BASIN LANDSCAPE PLAY ~1/~~r
SCALE. 1"=20'-O" 30 15 0 30 60
DETAIL PLANTING - PLAN W
SHALLOW LAND SHRUBS
SHALLOW WATER HERBACIOUS PLANTS NOT T SCALE NOV 2010

B
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CAROB`'%,~f
LANDSCAPE WORK SPECIFICATIONS
ALL PLANTS SHALL BE WARRANTED FQR A PERIQD QF QNE (1) YEAR AFTER DATE OF SUBSTANTIAL ;w4 ~p~., ~ ~ N 4
CQMPLETION AGAINST DEATH AND UNSATISFACTQRY GROWTH EXCEPT FOR DEFECTS RESULTING FROM SCOPE OF WORK: FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED GUARANTEE: THE CONTRACTOR SHALL GUS '-OR SHALL GUARANTEE TO PROVIDE TO THE OWNER ~ 74 s, R HALL AL
NEGLECT BY OWNER, ABUSE QR DAMAGE BY QTHERS QR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE OR INDICATED BY THE DRAWINGS AND SPECIFICATIONS TO COMPLETE THE WORK THRIVING PLANT MATERIALS TO INCLUDE TR OF THIS SECTION INCLUDING INSTALLATION OF TREES, SHRUBS, GROUND COVERS, FOR A PERIOD OF ONE YEAR FOLLOWING FII IO INCLUDE TREES, SHRUBS, AND GROUND COVERS - • ~ > h ~ FOLLOWING FINAL ACCEPTANCE. ADDITIONALLY, = , ~ ~ TLMA MA s ~ N ~ ~
BEYOND THE LANDSCAPE CQNTRACTOR'S CONTROL, PLANTINGS SHALL BE ALIVE AND IN SATISFACTORY PERENNIALS, SOD, SEEDING, MULCH, AND APPURTENANCES, THE CONTRACTOR SHALL GUARANTEE TO TF GRANTEE TO THE OWNER THRIVING PERENNIALS, 9f Pv~` 100 Dove Court ~
GROWTH AT THE END OF THE QNE (1)YEAR WARRANTY PERIOD. ANNUALS, WELL-ESTABLISHED SEEDED AREI l SEEDED AREAS, AND WELL-ROOTED SODDED ~~~,~~Ge MA~~'~`~~~'~®~~'w O ~ I
JOB CONDITIONS: ATTENTIOPI SHALL BE DIRECTED TO THE LOCATION OF ACTIVE AREAS FOR A PERIOD OF 90 DAYS FOLLOW DAYS FOLLOWING FINAL ACCEPTANCE. THE ~ f,,r +,t+ ~ Clayton, NC 27520 ~1 ry !rr'~~~~t`+ te1919.$10.$40$ G 3 Q N o '0 THE FOLLOWING CONDITIONS; ~ ~ 'a+
INSTALL PLANT MATERIALS ONLY WITHIN RECOMMENDED'NORMAL' PLANTING SEASON FOR SPECIES TO BE UTILITIES WITHIN THE LIMITS OF WORK. BEFORE COMMENCING ANY WORK GUARANTEES ARE SUBJECT TO THE FOLLO>h INSTALLED AS RECOMMENDED IN THE MOST CURRENT EDITION OF THE NC LANDSCAPE GQNTRACTORS REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL LOCATE ALL UTILITIES, email: talmagemark~yahDO ~ p lk ~
SUBSURFACE DRAINAGE, AND UNDERGROUND aONSTRUCTION SO THAT PROPER THE OWNER IS RESPONSIBLE FOR PROPER ti MANUAL. PRECAUTIONS MAY BE TAKEN NOT TO DISTURB OR DAMAGE ANY SUBSURFACE MATERIALS, SEEDED AREAS, AND SODDED p FOR PROPER WATERING OF PLANT ~ j ~
IMPROVEMENTS, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR MAKING, ACCEPTANCE, THE CONTRACTOR SHALL PR AND SODDED AREAS FOLLOWING FINAL NOTE; THIS SEAL AND SIGNATURE APPLIES ONLY TO ~ I ~ ~ :TOR SHALL PROVIDE TO THE OWNER WRITTEN THE LANDSCAPE PLAN, LANDSCAPE DETAILS AND
SAIL AMENDMENTS (LIME, FERTILIZERS AND ORGANIC MATTER) WITHIN THE CONSTRUCTED WETLAND SHALL AT HIS OWN EXPENSE, ALL REPAIRS TO DAMAGED .UTILITIES RESULTING FROM INSTRUCTIONS SPECIFYING THE RATES AND IE RATES AND EXTENT OF WATERING LANDSCAPE NOTES U j z
BE DETERMINED BASED ON SOIL TEST RECOMMENDATIONS BY THE USDA LABORATQRY FOR EACH SPECIES THE WQRK COVERED BY THE CONTRACT. REQUIRED. THE CONTRACTOR SHALL MAKE ~ SHALL MAKE MONTHLY INSPECTIONS FOR A PERIOD, ~ m C3 O ,c
g AND GROWING CONDITION. OF (1} YEAR AT NO EXTRA COST TO THE ( )DST TO THE OWNER, TO DETERMINE WHAT CHANGES, ~ ~ ~ 4~.
MATERIALS AND WORK: THE SELECTION OF ALL MATERIALS AND THE EXEGU- IF ANY, SHOULD BE MADE TO THE WATERIN 7 THE WATERING PROGRAM. ANY RECOMMENDATIONS J OWNER IN WRITING.
THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL QF WEEDS FROM THE WET POND TION OF ALL WORK REQUIRED UNDER THE CONTRACT SHALL BE SUBJECT TO SHALL BE SUBMITTED TO THE OWNER IN WF AREAS DURING THE WARRANTY PERIQD. PERIODIC VISITS TO THE SITE BY THE LANDSCAPE CONTRACTOR APPROVAL BY THE OWNER OR HI5 AGENT. THE OWNER SHALL HAVE THE RIGHT 3.4" THK. LAYER OF
TO REJECT ANY AND ALL MATERIALS AND ANY AND ALL WORK WHICH, IN .HIS DAMAGE CAUSED TO PLANT MATERIALS FRC WILL BE NECESSARY DURING THE WARRANTY PERIQD TQ AVOID EXCESSIVE WEED REMOVAL BEFORE FINAL OPINION, DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS VANDALISM, EROSIQN, OR MALICIOUS ACTS MATERIALS FROM ACTS OF NATURE, TRIPLE SHREDDED
ACCEPTANCE AT THE END OF THE WARRANTY PERIOD. AT ANY STAGE OF THE OPERATIONS. ALL REJECTED MATERIALS SHALL BE FOR ANY EFFECTED MATERIALS, LICIOUS ACTS WILL VOID THE GUARANTEE HARDWDODMULCH _S,
REMOVED FROM THE SITE BY THE CONTRACTOR. MACHINE OR
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING THE DAMAGE TO PLANT MATERIALS CAUSED BY S CAUSED BY DISEASE INCLUDING BROWN SPADE CUT
FLANT MATERIALS: ALL MATERIALS SHALL BE NURSERY GROWN, FRESHLY DUG PATCH IN TURF GRASSES EXCLUDE ANY EFI WARRANTY PERIOD TO ENSURE THAT IT IS ALIVE AND HEALTHY AT THE END OF THE WARRANTY PERIOD. I I F F ELD GROWN, NATURALLY SHAPED, AND WELL-BRANCHED; FULL FOLIAGED THE GUARANTEE. CLUDE ANY EFFECTED MATERIALS FROM EDGEAT LAWN AREAS
WHEN IN LEAF WITH HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. TREES MUST
REPLACEMENT OF DEAD OR UNSATISFACTORY PLANT MATERIALS: AT THE END OF THE ONE{1) YEAR BE SELF-SUPPORTING WITH STRAIGHT TRUNKS AND LEADERS INTACT. ALL PLANT MATERIAL REPLACEMENT: THE CON' NT; THE CONTRACTOR SHALL REPLACE WITHOUT
WARRANTY PERIOD, INSPECTION WILL BE MADE BY THE ENGINEER OR LANDSCAPE ARCHITECT UPON PLANTS FURNISHED SHAL B F NY I T T T N AS SOON AS WI L E REE QF A NSECT INFES ATIONS OR THEIR COST O HE OWNER, A D WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE LANDSCAPE CQNTRACTQR EGGS, AND SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO PLANTS NOT IN THRIVING CONDITION A5 DE .S SOON AS WEATHER CONDITIONS PERMIT, ALL EXISTING GRADE NDITION AS DETERMINED 8Y THE OWNER DURING . ~ \ \ ~ SEALS
ACCORDING TO THE CONTRACT CONDITIONS. ANY PLANT REQUIRED UNDER THIS CONTRACT THAT IS DEAD THOSE OF THE PROJECT LOCALE. ALL PLANTS SHALL BE TRUE TO SPECIES AND AT THE END OF THE GUARANTEE PERT
OR NOT IN SATISFACTORY GROWTH AS DETERMINED BY THE ENGINEER LAD T AND VARIETY. REPLACED PLANTS SHALL EXTEND FOR AN QR N SCAPE ARCHITEC ,SHALL ,TEND FOR ANIADDIT®NAL 30 CALENDAR DAYS, N ~ ~ `gAltlllilrrr
BE REMQVED FROM THE SITE; THESE AND ANY PLANTS MISSING, SHALL BE REPLACED AS SOON AS ,
CONDITIONS PERMIT BUT DURING THE NORMAL PLANTING SEASON. PLANT SIZE: SPECIFIED SIZES INDICATE MINIMUM ALLOWABLE SIZES AT PLANT- TURF MATERIALS. MATERIALS REQUIRED F( INC.. WHERE CONTAINER .AND SIZE ARE INDICATED FOR A SINGLE SPECIES, CONFORM TO THE FOLLOWING: S REQUIRED FOR SEEDING AND OR SODDING SHALL ~~a`p~~ ASS/
BOTH REQUIREMENTS MUST BE MET. ~ F
ALL REPLACEMENTS AT THE END OF THE WARRANTY PERIOD SHALL BE PLANTS QF THE SAME KIND AS FERTILIZER: SHALL BE A TURFGRADE, HIGF IRFGRADE, HIGH PHOSPHORUS FERTILIZER, IN r SEAL.
ORIGINALLY PLANTED UNLESS APPROVED FOR SUBSTITUTION BY THE ENGINEER OR LANDSCAPE PLANT HANDLING 8c STORAGE: PLANTS AND THEIR RQOT SYSTEMS SHALL BE WHICH 1 /2 TO 3/4 OF THE NITROGEN IS SI NITROGEN IS SLOWLY AVAILABLE. IT SHALL ~ ~9~ E FOLLOWING; 18% NITROGEN, 24% PROS- i~\\/~\ ~
ARCHITECT AND SHALL BE OF SIZE EQUAL TO THAT ATTAINED BY ADJACENT PLANTS OF THE SAME KIND AT ADEQUATELY PROTECTED FROM DRYING OUT AT ALL TIMES. PLANT MATERIALS CONTAIN BY PERCENTAGE THE FOLLOWING; THE TIME QF REPLACEMENT IS MADE, ALL COSTS QF REPLACEMENT SHALL BE BORNE BY THE LANDSCAPE SHALL BE WATERED PRIOR TO TRANSPORT AND KEPT MOIST PRIOR TO PLANTING. PHOBIC ACID, AND 10% POTASH. IT SHALL ASH. IT SHALL BE DELIVERED IN UNOPENED, ~~,<~°~J~~~;~®~,~~•`
PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE LABELED CONTAINERS AND STORED IN A WI CONTRACTOR. ONLY ONE REPLACEMENT IN CONFORMANCE WITH THE PROVISION OF THIS SECTION WILL BE KEPT IN THE SHADE AND WELL-WATERED. PLANTS SHALL NOT REMAIN TORED IN A WEATHERPROOF PLACE. f~~, ~~44
REQUIRED FOR EACH PLANT DECLARED DEAD, IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION, OR UNPLANTED FOR LONGER THAN THREE. DAYS. AFTER DELIVERY. LIME: SHALL BE NATURAL DQLOMITIC LIME: ~~~1IdP 1!1 I+~`~~~ • )OLOMITIC LIMESTONE CONTAINING NOT LESS
MISSING AT THE TIME QF FINAL ACCEPTANCE, PROVIDED THE REPLACEMENT PLANT IS STILL HEALTHY SIXTY THAN 85% OF TOTAL CARBONATES WITH A RATES WITH A MINIMUM OF 30% MAGNESIUM Ot~ih.
(DAYS) AFTER INSTALLATION. BALLED & BURLAPPED PLANTS. SHALL BE LIFTED FROM THE BOTTOM ONLY, NOT CARBONATES IN A PELLETIZED FORM. D FORM. A~i
BY STEMS OR TRUNKS.
ANTI-EROSION MULCH: SHALL BE CLEAN, CARE SHALL BE TAKEN WHEN REMOVING THE CONTAINER FROM CONTAINER- THRESHED STRAW OF WHEAT, RYE, OATS, C LL BE CLEAN, SEED-FREE SALT HAY OR RYE, OATS, OR BARLEY, ~7L e TS
GROWN PLANTS 50 AS NOT TO INJURE THE PLANT'S ROOTS.
GRASS SEED: SHALL BE FRESH, CLEAN, N ESH, CLEAN, NEW-CROP SEED COMPLYING REVISIONS
SUBSTITUTIONS: IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT WITH TOLERANCE FOR PURITY AND GERMINr" AVAILABLE, A WRITTEN PROPQSAL FOR USE OF A SIMILARLY-SIZED AND TYPE SEED ANALYSTS OF NORTH AMERICA", PR( AND GERMINATION ESTABLISHED BY "OFFICIAL AMERICA". PROVIDE TYPE OR MIXTURE
OF PLANT AND CORRESPONDING COST ADJUSTMENT WILL BE CONSIDERED. ALL COMPOSED OF SPECIES AS SPECIFIED ON T SPECIFIED ON THE CONSTRUCTION DRAWINGS.
SU6STITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR. TO
INSTALLATION. 50D: SHALL BE FRESHLY CUT, DROUGHT- OBJECTIONABLE BROADLEAF OR GRASSY WE JT, DROUGHT-RESISTANT SOD, FREE OF OR GRASSY WEEDS. PROVIDE TYPE AS
BACKFILL MATERIAL: NATIVE 501E SHALL NOT BE USED FOR BACKFILL BUT IS SPECIFIED BELOW.
ACCEPTABLE FOR. CONSTRUCTION OF REQUIRED SAUCERS AROUND PLANTS.
THE REMAINDER OF UNUSED NATIVE SOIL SHALL BE HAULED AWAY FROM THE PREPARATION OF TURF AREAS: PRIOR TO SITE. BACKFILL MATERIAL SHALL BE A BLENDED .SOIL MATERIAL AND SHALL BE VERIFY THAT ALL TRENCHING AND OTHER L .S: PRIOR TO SEEDING OR SOD INSTALLATION, z F
CONSIST OF 40% COMPOST, 35% SAND, AND 25% CLAY. THE COMPOST SHALL BEEN COMPLETED. AND OTHER LAND DISTURBING ACTIVITIES NAVE ~ 4 V
A TURKEY COMPOST BEARING THE U.S. COUNCIL SEAL OF ASSURANCE. THE U
SAND SHALL BE OBTAINED FROM A SAND QUARRY AND FREE OF ALL VIABLE ALL DISTURBED AREAS SHALL BE DRESSED BE DRESSED TO TYPICAL SECTIONS AND GRADES
THE CONTRACTOR 5HALL STRIP AND STOCKPILE THE TQPSQIL FRAM AREA OF THE WET WEED SEED. OTHER CONDITIONS OF THE BACKFILL SHALL BE AS FOLLOWS: SHOWN ON THE CONSTRUCTION DRAWINGS. DETENTION. UPON COMPLETION OF GRADING AND PRIOR TO INSTALLING ANY PLANT TEMPORARY SEEDING OR STABILIZATION ME. )N DRAWINGS. REMOVE FROM THE SITE ALL ~BILIZATION MEASURES. SHRUB SHALL 8E SET ABOVE ~
MATERIAL 4" OF TOPSOIL SHALL BE SPREAD AGRQSS THE ENTIRE AREAT BE E MAXIMUM SOLUBLE SALTS: 350 PPM O PLANT D RELATIVE DENSITY. 25%-50%, LOOSE EXISTING GRADE AS SHOWN, F
ALL AREAS TO RECEIVE SEED OR 50D SHAT WITH SHALLOW LAND PLANTS" QR "CENTIPEDE SQD". RELATIVE PERMEABILITY: 2.5-10 IN, HR. OR 50D SHALL BE PREPARED ACCORDING TO THE W °
~ FOLLOWING PROCEDURE: PLASTIC INDEX: 4-10 ij Z 2
PH RANGE; 6,0-6.8 REMOVE ANY UNDESIRABLE VEGETA110N QR 'EGETA110N OR DEBRIS, ~ w z g a
IF BALLED & BURLAP, ~ ~ U
APPLY LIMESTONE ACCORDING TO SOIL TE5' BACKFILL MATERIAL SHALL BE TESTED AND TEST RESULTS SHALL BE FURNISHED RATE OF 4000 LBS. PER ACRE. 3 TO SOIL TEST RECOMMENDATION OR AT A CUTBREMOVE ~ N o ~E. HOLD MULCH OFF o
TO THE LANDSCAPE ARCHITECT FOR APPROVAL .PRIOR TO USE, ROOT CROWN BURLAP FROM TOP ~ ~ J 6" 113 OF ROOT BALL.
RIP THE AREA TO A MINIMUM DEPTH OF 4 4 DEPTH OF 4 TO 6 INCHES. MIN' 3-4" THK. LAYER OF FORM 2" DEEP SAUCER ~
PLANT FERTILIZER: .SHALL BE A COMPLETE FERTILIZER, OF WHICH 50% OF THE TRIPLE SHREDDED N
NITROGEN IS DERIVED FROM .NATURAL ORGAN' ~ SOURCES OR UREAFORM, IT REMOVE ALL LOOSE ROCKS, ROOTS, AND 0 ~ 5HALL CONTAIN BY PERCENTAGE THE FOLLOWING:. 10% NITROGEN, 10% THE TOP 2 INCHES OF LOOSENED 501E TO ROOTS, AND OTHER DEBRIS AND PULVERIZE HARDWOOD MULCH FINISHED GRADE ° ~ ~ sNED 501E TO PROVIDE A SMOOTH AND
PHOSPHORIC ACID, AND 10% POTASH, IT SHALL BE DELIVERED IN UNOPENED, UNIFORM SURFACE.
LABELED CONTAINERS AND STORED IN A WEATHERPROOF PLACE. ~ ~ o ~ \ ~ MACHINE OR CONSTRUCTION DOCUMENT
APPLY TURFGRADE FERTILIZER IN A MANNEI R IN A MANNER THAT ENSURES UNIFORM a o 0 0 ~®GEATUT BALL 8E APPLIED AT A RATE THAT PROVIDES ~ o o \ ~
~ WATER; SHALL BE FURNISHED. BY THE OWNER, DISTRIBUTION. FERTILIZER SHALL BE APPLI 5 LBS. OF PHOSPHORUS PER t00O S.F. LI 1000 S.F. LIGHTLY MIX WITH SOIL AND HAND TAMPED ,If~~/~~ LAWN AREAS
PLANT MATERIAL INSTALLATION: MATERIALS SHALL ONLY BE PLANTED DURING SMOOTH SURFACE. PLANTING MIXTURE \ o o ~
PERIODS OF SUITABLE WEATHER CONDITIONS. SODDING: APPLY DROUGHT-RESISTANT, TL RESISTANT, TURF-TYPE FESCUE SOD - APPROVED BACKFILL ~ MIXTURE TO BE TAMPED
THE OWNER SHALL BE NOTIFIED OF SUBSURFACE CONDITIONS THAT WOULD PROVE (E.G. "REBEL III", "BONANZA", "CONFEDERAL "CONFEDERATE", ETC.) IN THE FOLLOWING MANNER: {SEE SPECS} ~ ° a a ° \
DETRIMENTAL TO PLANT SURVIVAL OR GROWTH, ALTERNATE LOCATIONS FOR
MATERIAL SHALL BE DETERMINED BY THE CONTRACTOR AND LANDSCAPE ARCHITECT. SOD SHALL BE PLACED ON A SMOOTH, EVE FINISH GRADE REQUIREMENTS. FINISH GRA[ ~ SMOOTH, EVEN SURFACE CONFORMING TO - 112 L6.10-1o-1a FERTILIZER FINISH GRADE SHALL BE 1 INCH BELOW PER CU. YD. OF BACKFILL ~ / ~ ~ SUBSOIL BROKENWITH PICK
ALL TREES AND SHRUBS SHALL BE PLANTED IN INDIVIDUAL HOLES. THE 51DES SURFACES OF ADJACENT SIDEWALKS AND C EWALKS AND CURBING. SOIL SMALL BE
AND BOTTOM OF HOLES SHALL BE SCARIFIED PRIOR TO PLANTING. BACKFILL WATERED BEFORE SOD IS LAID. ALL 50D ; ID. ALL 50D SHALL BE CUT BY AN APPROVED ° vARIES ~ \ \ ;
WITH THE 501E MIXTURE SPECIFIED ON THE DRAWINGS. BACKFILLING SHALL BE MECHANICAL SOD GUTTER. UNDER NO CIR( JNDER NO CIRCUMSTANCES SHALL ANY TWICE R00T BALL SIZE _ESS WEATHER AND SOIL CONDITIONS ARE ~
ACCOMPLISHED IN LIFTS TO ENSURE ELIMINATION OF ALL AIR POCKETS, ALL SODDING WORK BE DONE UNLESS WEATHER PLANTS SHALL BE P051TIONED TO PLACE M05T ATTRACTIVE SIDE TO VIEW AND SUITABLE, FOR BOTH CONTAINER OR B&B SHRUBS ~
IN A PLUMB POSITION,
HANDLING OF SOD SHALL BE DONE IN A M, DONE IN A MANNER AS TO PREVENT * I L I ~ ~ OR OTHER DAMAGE. C~}
INSTALL 6 FT. DIAMETER SAUCERS MADE OF SOIL AROUND LARGE TREES AND 4 TEARING, BREAKING, DRYING, OR OTHER DA
FT, DIAMETER SAUCERS AROUND SMALL TREES. SQD SHALL BE INSTALLED ON-SITE IN NOT V-SITE IN NOT MORE THAN 72 .HOURS AFTER GALE. 1 ~7 ~
IMMEDIATELY FOLLOWING PLANT1NG PLANTS SHALL BE MULCHED. WHERE CUTTING, IF THE 50D IS NOT INSTALLED N ~T INSTALLED WITHIN 48 HOURS AFTER V~
T CUTTING, IT SHALL BE UNSTACKED OR UNR PLANTS ARE. PLANTED IN GROUPS, THE AREA ABOUT THE PLANT AS WELL AS aCKED OR UNROLLED, PLACED IN SHADE, AND ~ SON.
THE AREA BETWEEN PLANTS SHALL BE COVERED WITH MULCH. PLANTS SHALL KEPT MOIST UNTIL INSTALLATION. BE THOROUGHLY WATERED FOLLOWING MULCHING. ~ ~
LAY SOD PARALLEL TQ THE DIRECTION OF DIRECTION OF THE SLOPE AND IN A MANNER ~
STAKE ALL TREES IN ACCORDANCE WITH THE DRAWINGS, WHICH WILL PERMIT JOINTS TO ALTERNATE, '0 ALTERNATE.
FIT SOD PIECES TOGETHER TIGHTLY SO THp PRUNING 5HALL BE LIMITED TO THE REMOVAL OF INJURED BRANCHES AND V Y BY H ND IGHTLY SO THAT NO JOINT IS VISIBLE, AND ~ IyI
TWIGS, USE CLEAN AND SHARP PRUNING TOOLS.. TAMP 50D FIRMLY AND E ENL A , ILY BY HAND. ~ ~
AFTER SODDING 15 COMPLETE AND APPROV SIDEWALKS AND PAVEMENTS SHALL BE KEPT CLEAN DURING PROGRESS OF SODD D AREA S ALL BE ROLLED WITH A :AND APPROVED BY LANDSCAPE ARCHITECT, )LLEO WITH A 200 LB. ROLLER. oN CENTER ~o.C.) r `
.INSTALLATION WORK, E S H DIMENSION VARIES *..J \
PLANTING BEHIND SEGMENTAL RETAINING WALLS: CONTRACTOR SHALL WATER SODDED AREAS IMMEDIATELY AFTER )IATELY AFTER FINAL ROLLING WITH A FINE NOTE: SEE PLAN
EXERCISE EXTREME CARE IN THE INSTALLATION OF PROPOSED TREES AND SPRAY TO A DEPTH OF 4 INCHES. KEEP ~ CHES. KEEP ALL SODDED AREAS CONTINU- coNrRACroRSHAU.PRUNE ~ ~ I--.. NTIL 30 CALENDAR DAYS FOLLOWING CROWDED, BROKEN, OR STRAY
SHRUBS BEHIND SEGMENTAL RETAINING WALLS. CONTRACTOR SHALL PROCEED OUSLY M015T THEREAFTER UNTIL 30 CAEAN WITH CAUTION WHEN EXCAVATING SO AS NOT TO TEAR OR REMOVE SECTIONS INSTALLATION. USE FINE SPRAY NOZZLES RAY NOZZLES ONLY. BRANCHES, CUT FLUSH, LEAVING CAMBIUM EDGECLEAN,
OF THE GEOGRID FABRIC THAT IS TYPICALLY LOCATED 18 TO 24 INCHES BELOW
FINISHED GRADE, PENETRAl10N OF THE GEOGRID IS PERMITTED TO PLANT INSPECT AND MAINTAIN SODDED AREAS ANI lED AREAS AND MAKE NECESSARY REPAIRS DURING ~ ~ C~ 'ERIOD. IF 60% OR MORE OF SODDED AREAS FAIL 3-4^THK. LAYER of
INDIVIDUAL TREES OR LARGE SHRUBS A5 NECESSARY; HOWEVER, EXCAVATION THE SPECIFIED GUARANTEE PERIOD. IF 60; _ OF THE PLANT1NG HOLE AND PERFORATION OF THE GEOGRID FABRIC SHALL BE TO BEGONE ROOTED, THE CONTRACTOR, AT )NTRACTOR, AT NO ADDITIONAL EXPENSE TO THE TRIPLE SHREDDED
~ ACCOMPLISHED USING AN AUGER OR BY HAND-CUT OWNER, WILL REPEAT THE ENTIRE PROCESS T LNG THE FABRIC FOLLOWING JTIRE PROCESS WITH NEW SOO MATERIALS, HARDwoDD MULCH
EXCAVATION BY A BACKHOE WITH ASMOOTH-EDGE BUCKET. S DI G: APPLY TURF-TYPE SEED MIXTUF E SEED MIXTURE (E.G. "CONFEDERATE" FESCUE MACHINE 4R SPADE FORM SAUCER
n MIXTURE, "TRI-BLEND", ETC.} AT A RATE C i AT A RATE OF 6 LBS. PER 1000 S.F. KENTUCKY EDGING; PROVIDE 2^ DEEP TO ~ ~
MAINTENANCE OF PLANT MATERIALS: PLANT MATERIALS SHALL BE MAINTAINED 31 TALL FESCUE IS UNACCEPTABLE. FOLLOWING PLANI1NG AND UNTIL FINAL ACCEPTANCE IS GRANTED BY THE 'TABLE. CRISP TRANSITION AT HOLD WATER '[r ~ LAW •-~-`'4 ~ J
OWNER. MAINTENANCE SHALL CONSIST OF WATERING, WEEDING, PRUNING ND APPLY ANTI-EROSION MULCH AT A RATE OF EXISTING
* ~ MULCHING ADJUSTMENT OF GUYING RESTORATION OF PLANT POSITION OR CULTIPACK SEEDED AREAS AND APPLY ANl , GRADE
UC RS N PR YIN IF 2 TONS PER ACRE. SA E ,ADS A G NECE55ARY. FINAL ACCEPTANCE FOR SEGMENTS OF THE CONTRACT WORK MAY BE GRANTED BY THE OWNER.
INSPECT AND MAINTAIN SEEDED AREAS AN[ IED AREAS AND MAKE NECESSARY REPAIRS DURING ~ o g 0 Q 'ERIOD. IF 60% OR MORE OF SEEDED AREAS FAIL 1 / o / /
E CON C 0 S THE SPECIFIED GUARANTEE PERIOD, IF 60, TH TRA T R HALL PROTECT PLANTED AREAS WITH STAKES AND FLAGGING TO BECOME ESTABLISHED, THE CONTRACTOI iE CONTRACTOR, AT NO ADDITONAL EXPENSE TO ~ o ® o ~ ~ ~J
v TO LIMIT DAMAGE. THE OWNER, WILL REPEAT THE ENTIRE PROS r iE ENTIRE PROCESS FOR ESTABLISHMENT OF A < o o. / 0 6
SIDEWALKS AND PAVEMENTS SHALL BE KEPT CLEAN WHEN MAINTENANCE SUITABLE TURFGRASS. ~ " ~ o ° o ~ a O REVIEWED BY: LRH
OPERATIONS ARE IN PROGRESS. f ~ DESIGNED BY: LRH
HAND TAMPED ~f~ DRAWN BY: LRH
r ALL INSTALLED MATERIALS 5HALL BE IN ACCEPTABLE CONDITION WHEN CONTRACTOR APPLIES FOR PAYMENT. PLANTING MIXTURE UNDISTURBED CROWN PLANTING BED DATE; NOV 2010
- APPROVED BACKFILL SUBGRADE AT 10% PITCH OR 4"MIN. PROJECT NUMBER: 10 03
i~ieoCrrinni nnin nrrearnrirc ne tuno~t. iionni en uniioe nnvnnire ninnre re~~ eo~rci
.UL VI \IVI? Uf VIA TU I IVUI\d _u VMI 4. l1w Il',L-, THE LANDSCAPE ARCHITECT SHALL INSPECT ALL WORK FOR ACCEPTANCE.
THE CONTRACTOR'S RESPONSIBILITY FOR MAINTENANCE SHALL TERMINATE AT THE - 1/2 LB. 10-10-10 FERTILIZER WET DETENTION BASIN
r DATE OF ACCEPTANCE OF EACH SEGMENT OF WORK. UPON THE DATE OF PER CU, YD. OF BACKFILL
ACCEPTANCE, THE GUARANTEE PERIOD SHALL COMMENCE.
ANru%j SPECIFICATIONS MAZ"5"SllmN`G PLANT INSTALLATION WDg- 3
SCALE: T SCL :
NOV 2010