20001068 Ver 1_COMPLETE FILE_20000814

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill. Holman, Secretary
Kerr T. Stevens, Director
August 15, 2000
Mr. Ted Credle
Draper Aden Associates
2521 Schieffelin Road
Suite 106
Apex, NC 27502
Re: The Park at Langston
Proposed extension of Truelove Lace
DWQ# 001068
Johnston County
Dear Mr. Credle:
In response to your meeting with Steve Mitchell and myself on August 14, 2000,
we have reviewed the plan for residential development at the park at Langston in
Johnston County. Based on this review we believe that the proposed stream crossing to
connect Truelove Lane to this development is avoidable and therefore would be unlikely
to be approved by DWQ under the Neuse River buffer rules (15A NCAC 2B .0233). This
decision could be reexamined by DWQ if supported by detailed technical data.
Please call me at [phone] if you have any questions.
?o
?,incerel ,
OFF? FAA
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A&4
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Dorney
Cc: Steve Mitchell, DWQ Raleigh Regional Office
Central Files
File Copy
Wetlands/401 Unit • 4401 Reedy Creek Road • Raleigh, North Carolina 27607
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
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2321-106 Sddg el6 R6. Apn, NC 27502 (P)s191367-9997 (F): 919-767-99 94 DATE, 05/22/00 roIN10rs Of $011 duet • NOOK COM TOR,OIIRf (.l.) .N-Owl
Wetlands Tracking
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Facility Name The Park at Langston
Project Number 00 1068 ?,,
Project Type purpose of I County Wake
{
Location I County2
Received From APP COE ID # Region _ Raleigh
Received Date` COE Susp Date Reg. Contact.
Sent to Region Date DCM Susp Date pp ¢ } 6 O
Rcvd Region Date TIP Number ` -T-? Payment Date
Last Action Date: More Info Requested' ; qua Amount Paid.; r;
Last Actlon,?Denied More Into Received ? Pay
or
I
Latitude (ddmmss) • 3 Mitigation ? Check #
Longitude (ddmmss) COC Received Date
N0. DATE BY REVISION
N~t'N
~NNM
N t0 N N ~I~00
SITE DATA: ONOp00
~U~~ XZr~
~ .m ~
PIlU#: 0679.0149 0224 (p=~d~
pWW
BUILDING SETBACKS: 30' PERIMETER (EXCEPT ADJACENT TO ~QWX Q
COVINGTON CLUSTER SUBDIVISION) ~~W
5' SIDE, 15' FRONT/CORNER/REAR
ZONING: R-30; CLUSTER OPTION
TOTAL ACREAGE: 32.42 ACRES (46 LOTS ALLOWABLE) OWNER.
NUMBER OF LOTS: 45
•
MINIMUM LOT SIZE: 12, 000 SF W
AVERAGE LOT SIZE: 17,515 SF THE PA RK A T LA PROPOSED PERMANENT OPEN SPACE: APPROX. 10.2 ACRES W
r
REQUIRED PERMANENT OPEN SPACE: 3.2 ACRES (10% OF PARCEL)
PHASE I -CLUSTER -25.63 ACRES 14 01 SUNDAY REQUIRED OPEN SPACE.' 2.58 ACRES RALE/ GH NC 2
W
PROPOSED OPEN SPACE.' 3.8 ACRES
PROPOSED LOTS: 39 7
PHASE ll -CLUSTER - 5.95 ACRES
REQUIRED OPEN SPACE: 0.59 ACRES
PROPOSED OPEN SPACE: 1.20 ACRES
PROPOSED LOTS: 6
®~e~aaaa ~s i®1®a
UTILITY QUANTITIES: 00®O ~f(~ ~ r~~I
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3287 LF 12" D/P WATERLINE v Q` Q ~ ? QQ'
1915 LF 8" SANITARY SEWER ,1 ~ o - N SAL -
2115 LF 10"PVC SANITARY SEWER 646 ~ ~ 23 v
N ` 6 Q,
215 LF 10" DIP SANl7'ARY SEWER ~
we F~~~n~ui~a+a~~,p2
IMPERVIOUS CALCULATIONS s
MAXIMUM IMPERVIOUS AREA ALLOWABLE 15% I A
TOTAL AREA 32.42 AC
ROADWgYS 1.70 (5.2%)
OXFORD GREEN DR
REMAINING ALLOW. IMPERVIOUS AREA 15% - 5.2% = 9.8% LANGSTONCIR o MAXUMUM ALLOWABLE IMPERVIOUS AREA 9.8% PER LOT
~
ALPHAWOOD DR - I
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TRUELOVELN
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CLUSTER fER Z y
SUBDIVISION ISION O W
~~V N 4- NO~(...
CIVIL ENGINEER: ~
CH ENGINEERING / INDEX OF SHEETS O N W W .3
4601 LAKE BOONS TRAIL . 0~ F. N ~~y 0
T-1 SHEET LAYOUT F. ^ ~ M ~
RALEIGH, NC 27606 C-1 SITE ROADWAY AND UTILITYLAYOUT ~ ui 0 ~ p .V
919-788-0224 C-2 GRADING, DRAINAGE, EROSION CONTROL 0~ _ ~ W ^ ~ ~
PP-1 HENDERSON ROAD PLAN & PROFILE M- ~0 O ~W~
PP-2 HENDERSON ROAD PLAN & PROFILE y O ~ ~ ~ .~V
LANDSCAPE ARCHITECT.• °pT~n~isTFgRM PR3 ALPHAWOOD ROAD PLAN & PROFILE ~0 ~k-~
JERRY TURNER & ASSOCIATES, INC RD PP-4 ALPHAWOOD ROAD PLAN & PROFILE ZZ-+"
905 JONES FR,QNKLIN ROAD PP-5 TRIBUTARY ROAD PLAN & PROFILE ~ _ ~
PP-6 TRIBUTARY ROAD PLAN & PROFILE Z ~
RALEIGH, NC 27606 Od PP-7 PHASE 1 SANITARY SEWER pUTFALL PLAN &PROFILE N
919-851-7150 PP-8 BLUE NEEDLE LANE PLAN & PROFILE
PP-9 OPTIMIST RIDGE DRIVE PLAN & PROFILE
Z PP-, 0 PHASE ll SANITARY SEWER OUTFACE PLAN & PROFILE O
LAND SURVEYOR: PP-11 SANITARY SEWER PROFILES OUTFACES A - D W h
KENNETH CLOSE, lNC ~>0 D-1 DETAILS ~ ~p ~
970 TRINITY ROAD O D-2 DETAILS Z Q ~ e1'
N D-3 DETAILS - O a
RALEIGH, NC 27607 D-4 DETAILS ~ V O W Q ~
919-851-2344 Z F.. Z Q a
Q Z 3
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ENVIRONMENTAL ENGINEER: NO ~ - 0~ W
S&EC Q J ~ 0
11010 RAVEN RIDGE ROAD a a
W ~
RALEIGH, NC 27614 vii.uvIi r mnr
919-846-5900
PROJECT N0: AJ002 SHEET
500 0 250 500 1000 DATE: 7-11-02
DRAWN: CEK COVER MW~ CHECKED MAC
SCALE 1" = 500' SHEET OF
I i

N0. DATE BY REVISION
N~tN ~NN?'')
N t0 N N
GENERAL NOTES: ~ r O O O N 00 00
i.M..R.s-. ~.......,...~~..m.~-~m~~...~..«,...-.~m.......~ 1. LOTS SHALL 8E SERVED 8Y TOWN OF CARP PUBLIC WATER AND SEWER. ~ U ~ ~
YS Xzl~f~
SI { b 2. STREAM BUFFER AND WETLAND DELINEATION INFORMATION PROVIDED BY SBEC, RALEIGH, NC. O O D) m=~~
3 yip} _P 3 3. RECENING WATERCOURSE /SAN UNNAMED TRIBUTARY OF MIDDLE CREEK. THE PROJECT LIES ~
I IN THE MIDDLE CREEK WATERSHED. O W W W Q W X
i{ 4. ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDOT STANDARD Q
$ <~Y ~ I SPECIFICATIONS AND DETAILS. LAND DISTURBING ACTIVITIES SHALL BE IN ACCORDANCE WITH ~ ~ LL
CURRENT WAKE COUNTY SOIL EROSION AND SEDIMENTATION CONTROL STANDARDS AND DETAILS. CONSTRUCTION OF THE SEWER AND WATER SYSTEMS SHALL BE IN ACCORDANCE
E 1 WITH CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
i 5. TOPOGRAPHICAL INFORMATION IS FROM THE WAKE COUNTY GIS AND HAS BEEN VERIFIED AND SUPPLEMENTED BYFIELD SURVEYS.
} l
1 d , ~ i 6. ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION SHALL BE REPORTED TO THE n/
i ~ \ o PROJECTENGINEER FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. 1~i~ W
s d Z BOUNDARY, TOPOGRAPHIC, WETLAND, AND FLOOD SURVEYS PROVIDED BYKENNETH CLOSE, INC. W
' 8. ALL FINAL DESIGN IMLL BE COMPLETED ACCORDING TO APPROPRIATE AND CURRENT WETLAND
r""`~ et REGULATIONS AND NEUSE RIVER RIPARIAN REQUIREMENTS. RIPARIAN BUFFERS ARE PRELIMINARY ~
AND MAY BE REVISED WITH APPROPRIATE APPROVALS FROM NCDENR-DWQ.
8 ~ o-,,..,~° ~ 9. SIGNAGE SHALL MEETALL COUNTYREQUIREMENTS.
I
I I f ~ »_J - 10. ROADS SHALL BE MAINTAINED BYNCDOT UPON ACCEPTANCE OF CONSTRUCTION. W
e 11. 7HIS PLAN IS SUBMITTED UNDER THE CLUSTER OPTION OF THE WAKE COUNTY ZONING ORDINANCE.
( i ~ o ~ ~ I A FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED 70 VERIFY SITE PLAN
f I ~ LL 4 0 a ~ ~ COMPLIANCE BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE COUNTY BUILDING INSPECTIONS.
~ P ~ ~ I I 4 ~ I 12. NO PERMANENT BUILDING CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS. SEPTIC TANKS AND
~ f I I ~ W SEPTIC DRAIN LINES , STORMWATER DETENTION FACIL171ES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDING HOUSING UflLITY COMMODITIES OR EQUIPMENTARE PROHIBITED
I f a i IN REQUIRED WAKE COUNTY BUFFER YARDS.
I
~ ~ X, 5 t ~ f X P 13. PRIOR 70 CONSTRUCTION PLAN APPROVAL, THE COUNTY WILL BYAUTHORITY GRANTED IN SECTION 3-1-15 OF THE SUBDIVISION ORDINANCE, ACCEPT THE DEDICATION OF ALPHAW000 DRIVE AS SHOWN
~5 i I Q 3 ~ Q P ON THE LANGSTON SUBDIVISION. AS A CONDITION OF APPROVAL, THIS ROAD MUST BE CONSTRUCTED
Q`~ I I , s ~I ~ ~ TO NCDOT STANDARDS PRIOR TO RECORD PLAT APPROVAL.
I ~I 1 ~ 14. PHASE ll SHALL BE APPROVED AS A SEPARATE PHASE COMPRISING SIX OR FEWER LOTS. PHASE II ~1~~N~~~HI1r~~~
I I ~ ~r ~ I ~ I r I CANNOT BE CONSTRUCTED UNTIL THE PROPOSED ROADWA Y CAN 8E CONNECTED TO OPTIMIST RIDGE DR.. ~~~ii i,
1 .i~. 15. PROPOSED LENGTH OF STREETS: 3050 FT Q~
® o - Q V I ~ ~ ~ y Q~
I Q I o ~ `h 16.OPEN SPACE SHALL BE OWNED AND MAINTAINED BY HOMEOWNER'S ASSOCIATION. USE OF OPEN SE L
`l 1 ~ ~ X I \ r 2 ~ ~ ® ro ~X I ~ SPACE PER ORDINANCE CAF EACH AREA 70 BE PRESERVATION OF NATURAL FEATURES. 2 3 ~ 4 6 a
~ I o 17. ALL STREAM BUFFERS AND COMMON OPEN SPACE SHALL ALSO SERVE AS DRAINAGE EASEMENTS. ~~G~+° i~ ~ lea
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PROJECT N0: AJ002 SHEET
~ II ~I I ~ 100 0 50 100 200 DATE: 7-18-02
idly .I DRAWN: CEK
Tml CHECKED: MAC
SCALE: r e 100' SHEET OF

N0. DATE BY REVISION
NON ~NN~
NON N ~f~00
ONOp00
~U~~
xZ~~
~h p .rnrn m=rnrn
's I' CTION ~ WATER CONNE
pww SEWER CONNECTION HENDERSON ROAD rl ~ ~ x
i \ dwQ C-! C 2 C-3 ~
PI Stv 3805.06 PI Sta 4O?88A1 P! Sto 44?5595

° x p•!3'(0'40.0'fRT) p-7P15'18A'fLTJ p-46'39'47A'fRTJ D • T 38'22.0' D •20'50' 05.4' D •20'50' 054'
90• aratAl P7PII At fAf0e7q L -11250' L • 342A0' L •22397'
0 ~ w E T •86.63' T• 191.08" T• l18~6p ® R • 150.00' R •2150(1' R •27500'
3 - _ s
b~ W
srvNa PAREIMiT aaN r. oINARw D s~9S78".• w ~ m0'~ t ~-~w a ae ms ro o.e. t~ .2ro. 113 NF1LE DNIR7L t~uuYYl o.b aa. ro. t7M L0r 1r b D.D. 7a1. ro. eu susAN b st5ulu LDr 1s aram aNmE sueDtnsta L07 m ALPHAW000 TRIBUTARY LIWE W
o1ffaND arac suorvlsla Lor n D.e. rna. ro. m Ivlsla t N D.b e1a. ro. mar 1~'~~ la 60• caalAt B.Y. 1113• P0. 1276 0fF0!1D 6RFEIE fIRDlYtfla t01 Yt AR2FlE OYD e W 813 ro. 1276 CM[STp1ER Y[aAEL DAITa PlN Nb Q9.aa9~3 0,W 19p• ro. iYTt 027010 DA7DE NYDIYINia D.Y. 1917. Po, itTt PIN N0. t79.a-18-19N S, , PIN ND. t7f.a-/9i90t P1PEl1NE E19~FM C~4 C-5 C-6 ~
PIN Nb 6T8.a-79-7917 bW 1813. ro. 1478 PIN ND, 878.01559-8111 v - PYI 10. tT9.a5N-Kt4 / ~ PI S!a 117493 P! S!a 15.57.30 Pl S!o 12'70J5 •98'48'13.6'fLTJ -5553'108'fRTJ •19'5N445'fLTJ
REIAR REIAR N 89•!8'30' f q D 1818.16' Fq~jp = \ ~ ~ ~ ~ D • 38' 1P 49.9' D -25'27'532' D • 410' 0l1`
TIP IDUY t'dep rPr SSMH 5 1 BLOW OFF ASSEMBLY I i NEATER 11 ~ L • 12T.7T' L •223.39' L •476.66'
f ER 1 ~ & 12" ATE V9{,V~ - - -f- - - - - - - - - - - - o.e. temDr - / , mvo9oeecoll - •a" e.wtees T • 68A5' T • 12188' T • 240T5' mroro o~'weorvu+oe W
\ 1 I `L\ g / ~ I PIN I0. 679 \ I 4 I / e 1 I r+w wo.'o'~:oi°- R -150.00' R -22500' R -1,37500'
\ ~ Q \ I I 5 ~ 8
1 I O I . I O i ( I ~ ~ O 1 ~ ~ 4 /a / a
\ ~ ~ OPTIMIST RIDGE
\ SSMH 4 _ ~ ~ $ ~ I \ PTSta.16+58.82 ~ a I O 1 I r C C-7 C-8
NEATER irtri1T1ES. INC. ~ ( I D.B. b69• ro 661 I \ 1 I I ~ - Pl Sto 387653 Pt S!a 40?4896
uNU76°Nasoeonlsla ` r~ ~ r~FIREHYDRANT r I D.Y. 1918• ro. to ` I P I VALVEASSEM Y I _ PIN ND. 6if.01 79.1767 I 1 ~ p•l6'02'34lfRTl p•15'00`105'fLTJ
~ FIRE HYDRANT & ~ , ~ I vALVEASSEMBLY _ , • _ , _ POTSta. !8 LEI t ~ a D •22'55' 059' D •2255' 059' L • 70.00' L -65.46'
\ • ~ u ( • ~ 12"X 12 TEE ~ ~ T • 3523' T - 3292'
~ 4 \ 12"GATE VALVES 2 , W i ~ R - 250A0' R •250:00'
\ Q P ,~~~~nunu~,,,~~
~ SSMH 43 I SSMH ~ a Q ~ ' ~ ~ , ~ ~ \ / I t~ O n I p ~ I
aI ,g ~ , , ssMH as . I o
SSMH 42 I I I~ I I I~ ~ PCSfu 14+35.42 I a ~ NOTES: F in a
w ` I ~ p ~ I 1. THE ENGINEER DOES NOT GUARANTEE THATALL EXISTING L
~ I is ~ • ~ Q i ng \ I © FACILITIES SUCH AS PIPELINES, ELECTRICAL LINES, CONDUIT, 0 4 6 23
\ ~ ¢ I - rorr Att91 c0xsmmN:771a• ulc. I ~ 19 I I D.e. ea1. ro 497 0 • I 8'ET Lor67IVISIaI SSMH 41 I I 10 I 1 , TELEPHONE CABLE, SERVICE CONNECTfONS, OR OTHER FACIL171ES ~ a' ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTORS •;~q,, F ti~• ~
LANas7asu9o I ~ SSMH 41 ; e.w t9%. ro. to 1 1 RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED BY THEIR qY Q!~
PIN No. 6tf.a-sra76 O ~ • R I t ~ I ~ SEMIOPAQUEBU E t \ t / RESPECTIVE OWNERS FlE!.D MARK THE UTILITYLOCATIONS AND `~~,@0` 'D HIV E•.,,~ ,titi PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING ~
1 , I ~ ~ CONSTRUCTION. THE CONTRACTOR IS FULLY RESPONSIBLE FOR
I SSMH 40 _ NOTIFYING ALL UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL STATUTES -CHAPTER 87, ARTICLE 8 , THE UNDERGROUND DAMAGE
Q. I2?34"E5 ma ~ . ~ I \ '~.,.J ~ \ ~ I / PREVENTION ACT.
~ -a_ `I / xrwvaia 16 , ~ ~ / I
~ L• eROM 12"X 12"TEE ' ~ SSMH 48 1 r 'a / I D.e. e ~ Ia1t 12"GATE VALVE ` PERMANENT r ' 2. BASE MAPPING IS FROM AN ACTUAL FIELD SURVEY PERFORMED BY KENNETH CLOSE INC.
bI'""w1°"e EU1°PaYt~oi" ' r { BLOWbFF 11 r a 0 A
/~~.y pp • MBLY I PIN N0. BT8.01-5/-M63 PtnJIO. II'WAE7 ~ AS`~ • . / h 3. TYPICAL STREET TREE PLANTING:1 TREE PER 40 LF
P0T$fQ.1~;(~ • • f FIREHYDRANT& ~ / I ~ . VALVE ASSEMBLY 4. THE INTERSECTION OF OPTJMIST RIDGE ROAD AND TRUELOVE LANE
I A0 ~ a POTSfa.0100 I , SHALL BE STOP SIGN CONTROLLED AS A TWO WAY STOP.
• arm ~ 1 SSMH 49 ~ PCSta.10F30"00 • I a © ~ I BLOWOFFASSEMBLY ~ ~ ~ I • 5. STREET LIGHTING WILL BE INSTALLED WHICH EXCEEDS THE STANDARD
n ,,yy I I I DELTA 98Y.ON Q & 12 GATEVALVE m 12"X6"REDUCER`S- ~ ~ % ° o.le°MSa~ro 7a OFLTA ErBpA° of slow, co+. a~. TOWN OF CARP REQUIREMENTS FOR RESIDENTIAL STREETS WHERE SAG
\ ~ SS`s ~ I a cARn6l PARY ~ Fqs . pis ~ ~ ~ / bw 1180. Pb to5 °'B' X101 VERTICAL CURVES HAVE BEEN REDUCED, PROVIDED THAT STREET LIGHTS
- ~ Q' ~ •EA1~-. • ~ ~ r > j I PIN w. b».Oi-1e~97:t H - ~ Q~rl ~ OAT nw w.' n:ao1a~iua ARE OPERATIONAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY ON THAT STREET. THE MINIMUM ALLOWABLE LENGTH OF SAG VERTICAL CURVES,
- 8 ~ S 70'28' 32.x' E ~ ~ ~ PPS, SMH 57 ~ i ~ W ~ SSMH 2 WHERE A STREET LIGHT IS IN THE SAG, SHALL BE 20K FOR RESIDENTIAL LOCAL STREETS.
r I 1 r SSMH 50 - ~ W ,r 0
r ® ~ I Q / I FIRE HYDRANT & • < 1 \ ~ / ; ~ ~ ,e' VALVEASSEMBLY e ~Q r ~ I ~ = Q r , J
~ ~ ' ~ ~ ~Ca r ~ fi I POTSto. 4E+5320 I r • ~ ~ 13 ~ 4 r (SSMH 31 I
y. ~ Q r I d ~ r / , ~ 1-
ELI ~B.• T M • , o I
LANfsra ~IVlsla • ~ f r ' 1 I r r 100' ELISE RIVER ~ i Pa Iwatt~i9:oi°ari11 r ~ r r ' i 100' NEUSE VER
/r , r ~ I 38 ~ ~ c\ , D OWN OF CARY ND TOWN F CAR 1 - r I
PTSIa 45'EL3/ • ® ~ ~I ~ IP RIAN BUFFER RIPARIAN,9UFFER I I
• • ~ r ~ ~ I ~i. aca , I
n SSMH \ I`~ - ~ ~ I I I
2 • i \ t S I I - ~ ~ I ® ~ I I t rrt- SMH 37 ~ ~ I I I 1 ~ r b
0.
\ 1 I 1 . ~ ~ ~ I® ,BP 11m9E • "r' SSMH 5 \ ` I ' I I
o.b Dltt. ro. 1q I • ~ ` ' I Lar a i ~ \ ' I ? I IAYa17a 9ulolvnla ~ - ' I I W
e.w tM6. n. to I • / ~ ~ -fu 1 I . ~j rIN Nb t».a7hN1Y ~ i \ . I I i
• I I I I ~ r / 1 1 I O \ / I I * LOTS 34-35
I ~ 2 ~ / I I FI VEASSEM &Y I ~ • ~ r I I VAL i i © ~ ~ / THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT
I i SSMH53 ~ \ , I D ~ J ` ` " SMH 38 \ • ~ I & 12 GATE VALVE FROM WAKE COUNTY ENVIRONMENTAL SERVICES; THE BUILDER'S ENGINEER, ' Af~f',hAFE~IR~-Y
k , 4 ' f• 3ATEVALVE ARCHITECT, ANApR LAND SURVEYOR (AS APPROPRIATE) MUST CERTIFY
I ` S 89' 05'524 S 89' 05'524 E THAT ALL FL000 HAZARD REQUIREMENTS ARE MET.
r r ` ` ` ~ ` • . 0.b 2016. rPP ~ I ~ SSMH 54 ~ I av f ra N9. m.a °1:o«"'i:`.iO; THERE SHALL BE NO FI WNG OR THE ERECTION OF PERMANENT STRUCTURES
3 ~ ® ~ t~ ~ f ~i nr ~ © f • 1PF rw w~ tn.a~T°e+ IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL
~ I ~ r/ FIRE H EMERGENCY MANAGEMENTAGENCY (FEMA) f 00-YEAR FLOOD ZONES UNTIL A
I ~ ~ VALVE SEMBL • / i 1 i ~ i rsPaua+ ~ ~ d ~ ,1~ ~ 43 I ~ ~ 'T / t 1 O FL000 STUDY ISAPPROVED BYWAKE COUNTYAND/OR FEMA.
i • 1 / I I MH 29 I ~ Igo , / I
! I I dA1E9 DAVID DALNER \ , ~ I 1 I 6.1, w6. Pa 139 I i • ; y ~ r I Q. 43.8872 ~8T2
LDr 05 \ , , , a , I I LAN6fTa sueolvula \ 1 a I I e.N. 1998. ro, to I \ 2 ' 1 I - _ f _
PIN N0. 678.01-01-1918 ~`N t, 1 t e ~ ! UTILITYNOTES
' - _ ~ ! z I i -•-i----- • A. ENL nrlEEloro 35 ~ f. ALL WATER LINE & SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE
O •'N f a D.b YDx. ro. tlo _ I / I I n11er s \ - II SSMH 58- - t ~ ~ ZI I cwelal PYIY t 'I`. ' EM N 1 1WI e.w tfta ro. to °•a WITH THE CURRENT TOWN OF CARY'S STANDARDS AND SPECIFICATIONS
0' SS EAS ~ , ~ ~ I A. cal fauuea ` t $ g D.1.2090. ro. za PIN 1a 171.a~1a~a7eo I p I t PIN I0. 679.01.11/TID SSMH 35 ! IW e.o. o~m. n m+ N1D' "'•a~T°0 2. THE CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF
r ! ~ ! I Vjl I 1 SSMH 55 ~ I u~l EXISTING PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING OR INSTALLATION OF UNDERGROUND UTILITIES ON ORADJACENT TO THE SITE.
. 1 4 ~ h . _ . a t I
u ~ q N _ h~H 34 , ~ I I r 3. FOR DETAILS SEE SHEET D-1 & D-2 J
c-:-_ _ 4. WHERE A WATER MAIN AND A SANI TARY OR STORM SEWER CROSS AND THE VERTICAL
PERMA I i I ~ . L- 1~i I I h BLOWOF - _ r I a SEPARATION 1S LESS THAN 18" OR THE WATER LINE PASSES UNDER THE
W / - I 1 I ASSEMBLY . ? I n rrr ~ 34 ~ 1 , I I SANITARY OR STORM SEWER, THE ENTIRE LEG OF THE SEWER LINE SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS, A TRANSITION ~
~ ' - - - _ ~ 1 ~ I I I 41 ~ - I R~~ 12"GATE VALVES - ! a I e I " OF PIPE MATERIAL SHALL NOT OCCUR BETWEEN MANHOLES OR SANITARY SEWER
I ' e PRCSro.38 3 r- _ , , f ~ / - I a FIRE HYDRANT & - I e i PT570.40+8! LINES EXCEPT AT INSIDE DROP MANHOLES. ~ J
M 33 ~ I I I I O ~ VALVEASSEMBLY - aESStE Runt w eoN7tl ~ ~ J D O ! a I I 5, ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FT. ~
~ 1 1 I D.b 16te• ro. 2ar 1~y- i NFLL LOT ~ ~ I . 3 1~ T~ I 1
elwl~ ~a pmsa I / ~ _ - ~I 1 I --------SSMH PIN No. 6r9:m-9e~Irts I - _ ~ - - 6. ALL SANITARY SEWER MAINS SHALL HAVE 4 FT OF COVER FROM TOP OF PIPE ~ TO FINISHED SUBGRADE WHEN UNDER A ROADWAY; AND 3 FT. FROM TOP OF W
I SH281 O I - 1 , L ~ 31 e - - PIPE TO FINISHED GRADE WHEN OUTSIDE A ROADWA Y.
- - / I - r r D
7. FIRE HYDRANTS SHALL CONFORM TO WAKE COUNTY STANDARDS SECTION 3-4-7(D). ~ IF CONFLICTS EXISTBETWEEN WAKE COUNTYAN DTOWN OF CARP STANDARDS. TOWN
_ I ~ - _ a ao ' - - _ - - - _ wRC-HxoagNTa j OF GARY STANDARDS SHALL BE USED.
L~tRM/800 3d ~FFER ~ VALVE ASSEAa8L7' 30 ~ ~ ~ 1 . O ~ srAAt N B3 88 I -
. 1 197.78 ' - p
V r l l, *Q I Q I Q REMOVEEX/STING ~ "`t ! ,
F.B. IESr• N al ~ I 311 D.e. 61et. Pa 6p W IBLOWOFF ( I - e PTSt4.
PIN UNDO. 8~T8.01-YTiT96 " ASSEMBLY I 1 " I C'3 I ' . ! - I II N 8{ z ~ I( I 02 20 M 30'BUFfE D FIRE NT&
I_ I I I r l t PC Sta.3718.43 i let. s~ , R ~ ~ ~.,o,
O I NAJEkKIp~q! INC. v/ - rnwcna mum Qj / C) D.D. !314.11A-73-ift 6. 1'14 pj
TNAC! W l N. t°16' 182 REMOVE LO N . 0, ft 5'32'9 14.?W.3S, 8pD N.C.D.S. 'MOCLLLERS'
PIN W N0. N °'-d3 uy 1+•1A7.u W 676.M. 1 OFFASSEMBLY afcF+croe ro~avaa v %P ib M7.10'fflgDM, 70P N.C. .WID 4 SAT2 .
II I ~ ~ 211 E -e.089.225.214 PROJECT N0' AJ002 SHEET
- - ! 4, o h 80 0 40 80 160 DATE: 7-11-02 oft
H N I I~ ~ ~Q
ommm"Om~w~ DRAWN CEK ~ CHECKED: CEK
SHEET OF SCALE 1" 80LIII

LEGEND CONSTRUCTION SEQUENCE PIPES 12,11,13 , i N0. DATE BY REVISION
1. PLACE SILT FENCE, DIVERSION DITCH, AND TST 1 AS SHOWN, N ~t N
~ FLARED END SECTION (FES) 2. INSTALL TEMPORARY 36"CMP, AND ENERGY DISSIPATOR AS SHOWN. CONSTRUCT TEMPORARYDIVERSION DITCH TO INSURE WATER COMING ~NN?~ '
GRATED INLET (GI) ENERGY DISSIPATORS FROM UP TR N O N N ~~00
® MANHOLE MH S EAM AREAS FLOW THROUGH THE TEMPORARY PIPE, ( ~ 3. CLEAR AND GRADE ROADWA YS. INSTALL UTILITIES. O N 00 00 ~I M U ~ ~ '
0 YARD INLET YI ED LENGTH IMDTH RIPRAP THICKNESS D(50 O 1 18' 21' CLA " 4. INSTALL STORM SYSTEM (PIPES 12,11, i3,1J. CONSTRUCT ENERGYD/SSIPATOR SS B 22 6 AND Xzrr
~1,,~1 HORSESHOE FILTER 2 9 10 5 " LEVEL SPREADER. INSTALL INLET PROTECTION AT G! 4. AND G12. V ROCK CHECK D CLASS B 22 6 5. INSrAL1 Na p rn ' NOTES: _ ~ ~
AM 3 12 14 CLASS 8 22" 8" STORM SYSTEM {PIPE 7, 5,14, 15, 6) INSTALL HORSESHOE FILTER AT p INLET PROTECTION 4 24' 33' CLASS B 22" " GIs. m ~ O
13 5. STABILIZE CLEARED AREAS WITH VEGETATIO i• ' TREE PROTECTION FENCE 5 12' 14' CLASS B 22" 6" N OR CABC (ON ROADWAYS). 1. THE ENGINEER DOES NOTGUARANTEE 7HATALL EXISTING O W W
5. CALL WAKE COUNTY SOILS AND EROSION INSPECTOR FOR CERTIFICATE F ILTFENCE 7 18' 21 CLASSB 22" 6" T 2-1"DIAMETERWEEPHOLES -J X FACILITIES SUCHAS PIPELINES, ELECTRICAL LINES, CONDU/7 Q W Q ~
WETLAND LIMITS 6 9' 10.5' CLASS B 22" 6" oFCOMPUANCE, TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER FACILITIES ~ ~ W
6. REMOVE TEMPORARY CMP. REMOVE TEMPORARY DIVERSION DITCH TO A RIPARIAN BUFFER INSURE OFFSlTE WATER FLOWS TMROUGH THE S70RM SYSTEM. REMOV R ARE SHOWN ON THE PLANS. 1T SHAL'L BE THE CONTRACTOR'S M RESPONSIBILINTOHAVEALLUTlLI71ESLOCATEDBYTHEIR D=4.lYMIN ~~1,, Y,,• ~ ,y, ,
E TST 1. 7. CONTINUE GRADING AND CONSTRUCTION OF HENDERSON DR 50UTH R RESPECTIVE OWNERS, FIELD MARK THE UTILITY LOCA TIONS, AND ~ ~ k\ ~ ti`'~`"i ~ ~ 1 ~ ~ ~
PERMANANT SOIL MATTING OF PIPE 1. STABILIZE CLEARED AREAS WITH VEGETATION OR PAVEMENT. P PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING '
C CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR ' b=3'MIN
N S NOTIFYING ALL UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL GRAVEL RAILROAD TEES ~ STATUTES -CHAPTER 87, ARTICLE 8 , THE UNDERGROUND DAMAGE 2 - 6"RAILROAD TEES D(50)> r '
~ P PREVENTION ACT. ~
W 6" W
C 2.E 2.8ASE TOPOGRAPHIC MAPPING AND BOUNDARY SURVEYS ARE FROM W
-I F. D FIELD SURVEYS PERFORMED BY KENNETH CLOSE INC, '
...a,-._,.~~...-...~..m_._.,_~...~......__....~,._m~.-~~...~.,~..v...._ 1 ..w..,e....~~._.,.~~. .~.,~s.~._....._.,...~.,.__..~~...-~,..- ~.~.m..--.___.-.~ ..~.......~,_.w.._-.~..~ -.--a~,,...._. ~ ti; x 3. c 3. DISTURBED AREA = 7.5 AC DISTURBED AREA IS OUTLINED BY ~"DlAMEIER wEEP>ioLES
! ~ ~ x ~ t i `iE ~ ~ TI ~ ~ 1 , TEMP. 24 CM - - - ! i ,f I ~ TREE PROTECTION FENCE. TRAPEZOIDAL DITCH 1 TRAPEZOIDAL DITCH 2 TRAPEZOIDAL DIT H C 3 TRAPEZOIDAL DITCH 4
~ t ~ EASEMENT ~ 4 / ~ ! ! 6=3' b=q~ 6=q, b=3,
1 / i;i_:~ 4. THE BUILDING RESTRICTION LINE IS SHOWN 2'ABOVE THE 100 YEAR FLOOD D =1.5 D =1.0 D =1.0' D =15' M=3:1 M=3:1 M=3:1 M=3:1 W
~`i' I . O ; 1, a EI r t ~ ~ 7 ` i ~ i p ELEVATION LINE ACCORDING TO INFORMATION PROVIDED 8Y SBEC.. SPAGNG 50' @ SPACING @ 50' SPACING @ 50' SPACING @ 50'
0 - _ , ,g. ~ r ! SLOPE =1.75% SLOPE = 2.75% SLOPE =1.75% SLOPE = 2.11% 5. MAXIMUM ALLOWABLE IMPERVIOUS AREA PER LOT 1S 9.8% LENGTH =190' LENGTH = 300' LENGTH = 375' - '
i ! , ~ GI 5 ~ r r ~ a ~ e , t l/ ~ j` ~ ! , ~ 3 I INLETS ~ - ;r / ,~l / ' v : ` LENGTH - 280
~ O ~ \ 1 l- ~ s X ~ i; ~ g r 6.E 6. EROSION CONTROL REVIEWS AND INSPECTIONS WILL BE PERFORMED '
~ C E K i ~ ! ~ ~ - vsL>~J ~`DRA!NAGE ! l a B' a C DAMSAPPROX 40~AITERVALS A V ~ ~ ~ 1--~ . ~ U ~ BYWAKE COUNTY. GRADING PERMIT WILL NOT BE ISSUED BYTHE TOWN TRAPEZOIDAL GRASS SWALE WITH ' of GARY. TIMBER CHECK DAM DETAIL '
( RO CTION ~ ~ 1 . ~ ~ ASE ~ CC~S ~ i ! ~ 01 1 ~ TREE P ~ , , ~ _ MENT' r ! ~
~ ~ ! ~ ~ ~ - ~l~' \ zs 7. SEE SHEET D-3 FOR TEMPORARY SEDIMENT TRAP DIMENSIONS.
f + / ~ l 1 ~ ~ ~ r. , ~ ~ / it `t ~ !
2 i ~ W, z ~ , , ~ , ~ g , 0 8. ALPHAWOOD DRIVE THROUGH THE LANGSTON SUBDIVISION SHALL NOT '
BE USED AS A CONSTRUCTION ENTRANCE. A NCDOT TYPE I!1 BARRICADE
_ ~ ; ~ $ILT FENCE (7YP)i' { , r ' i ~ , i Q SF 1 i ~ ~ I, ~ it I 9 ~ 14 ir/ ~ yyR' ! ~ , , - ~ . O a o 1 ~ ~ cc SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION TO PREVENT CONSTRUCTION TRAFFIC THROUGH THIS STREET. SEE NCDOT STD 1145.01.
PERMANENT SOIL MATTING ~ - 1 ~ ~ ~ ~ 4 W a f p n t 1 s ~ ~ _ , - \ , - CHECK DA S APPROX, ) z 1 Q` ~ ; ? I ~ r 1 r _ { '1tttlltlitip/;
i ~ 40' INTC~VALS ~ ! r ~ . ~ ~ ' r rr ~ i 9.8MP'S SHALL BE CONSTRUCTED AFTER APPROVAL HAS BEEN GIVEN BY WAKE PIPE FRO TOP JNV LENGTH SLOPE TO TOP INV ~ ~ /~~s~ ~ l
Jed -~l~ ~ ~ ~ i~ ~ W ~ ~ ~ Y ~ riC v \ x 100HEADWATE - ` I ; ~ ~ ~ ~ ` Q R ~ ~ 48 1 ~ , ~ ~ , j COUNTY TO REMOVE TEMPORARY SEDIMENTATION DEVICES. 1 36"RCP G12 356.59 352.31 12 3 0.5 FES 351.50 pF~ ~
4 EASEMENT r~ ~ © ~ , - ~ 4 S > )1 ~ _ - 19 1 ~ ti a~~ ~ r,'i 10.F 2 18"RCP 373.80 85.0 0.5 10. PERMANENT OI M 3 - 370.00 ° r
~ 1 ~ 10 ~ I t 1` ~ I S L ATTING SHALL BE LANDLOK TRM 435 OR EQUIVILENT. ° - 2 36 RCP 367.48 80.0 1.3 366.43 EAL tF E UIVILEN Q T IS USED, ENGINEER'S APPROVAL MUST BE OBTAINED PRIOR 4 24 RCP G15 373.00 370.00 95.0 1.05 FES 369.00 Z 3 ~ 4 6 0
0 ~ , _ - ' 1 ~ I - ~ / / ~ I t! ~ ~ TC t PERMANENT $OIL MATTING ~ 1~~ ~ Z ` + r` TO INSTALLATION. 5 30" CMP MH 2 360.3 354.52 100.00 0. = n a ~ ;w " 0 MH 3 358.5 354.52 F~ Q. ~
LEVEL ~ \ r ; r SPREADp~ - S-___ ~ 4 ~ ~ 1-- ' ~ 11 I I, ( , / a 20 » ~ - t f J e," 1 ~ 11. . 6 18 RCP MH 4 358.00 354.00 85,0 1.76 FES 352. SIN ~ o`
_ 0 ' ~ ~ `,1 z TST 6 ` ~ - _ ,f r ~ m a ` + 1 ~ i 1. STRAWAND NET EROSION CONTROL LINER IS R Ul D 7 i ~ ' ~ EQ RE INALLROADWAYDITCHES 8 RCP G16 359.00 355.00 56.0 0.50 MH 2 360.3 354.72 n ti
IXCEPT WHERE PERMANANT LINER IS SPECIFIED. CHECK DAMS SHALL BE REMOVED 9 24 RCP GI 1 375.00 370.00 82.0 1.22 369.0 BYTHE CONTRACTOR AFTER STABILIZATION OF ROADWAYDITCHES. 10 18"RCP GI 3 373,50 370.50 100.0 0.5 GI 1 375.00 370.00 I ~
_ 1 ! ' ~ \ 1 ! ~-a ~ I ~ ! ~ / fit' 11 36"RCP MH 1 362.25 354.13 35.0 1.48 Gf 4 359.50 353.61
® ~ 6 ~ / ! ~ ? SPREAQER ~ - ~ a ~ ) I i ~ 12 36"RCP Y11 365.00 361.25 207.0 3.34 MH 1 362.25 354.33 '
r 1 !r ~ A ~ ~ r 13 36"RCP G! 4 359.50 353.41 73.0 1.50 GI " 2 356.59 352.31
f 1, _ -TS~'7~ - 1 i ~ l ; ~.t 14 2 PVC MH 3 358.50 354.52 10.00 3.20 MH 4 358.0 354.20
_A~M~~~ % 1518" RCP MH3 358.50 355.50 10.00 3.20 MH 4 358.00 355.20
I~
~ AIWItl / Q I ~H Q l ,t ~ / n ~.i / i I .ii ,,,~p~ ' ~ 1 i i ~I
~ i
~ ~
' ~ ~ i ~ ~ TS LEVEL a~ 0~ / g 1 ~ ' l W ~ !
~ W i `I DER ~`.1 ~ 1 ri 12 a 1 `.A\ 1 ~ 0 ! ® ~ . x ! ~ '~7A Oi ~ I
>V r ~ ~9/ SF 'Q ~ Q ~ +b~ I r ? +r Q Q 1 , ~2 . ~ ~ ~ 1 , N • T! 0 ~ O r r Y t SEEDBED PREPARATION
HEADWALL t V ~ ? ~ 13 ~ l ~ I~ ! E ~ ~ i ~ O I 'li Qi f f 8 ~ ~ ~ ~ ! , I + 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHES
~ x ~ FES ~ ~ 1, € DEEP OVER ADVERSE SOIL CONDITIONS, IFAVAILABLE.
~ i N ~ I ! ! !
l ~ ~ 100' EUSERIVER i I f BMPEASEMENT . , ~ r Z , ! i 100' NEUSE IVER ! , V ~~s ~ - ~ D OWN OF CARY i ; , ! I 2. RIP THEENTIREAREA TO 61NCHES DEEP.
® ~ _ D TOWN F CAR ~ { ~ i I IP RIAN ~ , ~ \ ~ ~a, ~ ~ , , - _ BUFFER t ~ RlPARIAN,BUFFER 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVMG SURFACE REASONABLY SMOOTHAND UNIFORM.
~ , A ~ ~ ~ . ~ ~ ~ I , F ~ / 4. APPLYAGRICULTURALUME, FERTILIZER AND SUPERPHOSPHATE
UNiFORA~YAND MIXWITH SOIL (SEEBELOW J.
® \ v 5. CON'RNUE TILLAGE UNTIL AWELL-PRESERVED, F/RM REASONABLY
UNIFORM SEED BED IS PREPARED 4 TO 61NCHES DEEP.
~ ~ ~/'`i ~ 1}11 ~1 ! i
\ ~ i. / S / n 6. SPREAD SEED ON A FRESHLY PREPARED SEEDBED AND COVER a SEED UGHiLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
s ~ ~ ~ \ \ t v. ! !
38 ~ ~ ~ 1 I. r r- 1. MULCH IMMEDL4IELY AFTER SEEDING AND ANCHOR MULCH. W
0 , ! ~ ~ I ar ~ ~ , r~ _ l i ~ d E 8. INSPECTALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WTTHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
, i ~ G ~ ~ 1 CONSTRUCTION SEQI PERMANENT~OIL MATTING ° ' ~ ~ f ~ ~ ~ ~ ~ ~ ! t 1. PLACE SILT F NSTRUCTK)N SEQUENCE PIPE 10 AND 9 SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL 'LACE SILTFENCEAND 1ST 5AS SHOWN. LIME FERTILIZER, AND SEEDING RATES.
' ~FF i i ~~0 ~ , ; ' i ~ , N /I ~ ~ ' 2. INSTALL AF'F'ROXIM ,o ~ ~ ~ ; , Jv ; - r VSTALL APPROXIMATELY 72' OF PIPE 9 AND THE BOXES.
• 3. INSTALL INLET PRO a , i VSTALL INLET PROTECTION FOR GI i AND GI 3. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
~ ~ - s. CONSIRUCTROADi © ~ ~ , AND FERTILIZATIONAFTER PERMANENT COVER 1S ESTABLISHED. bIVSTRUCT ROADWAY OVER PIPE 9.
/ w® i r ( , ~ \ ~ ~ Q' , " / I ~ , ; i ~ ~ , I I ~ ~ n ~ I 4. WHEN ROADWAY A \ j F ~ r r ! ~ r ~ ~ ~ 1 AND ST MIEN ROADWAY AND OTHER UPSTREAM AREAS ARE GRADED 'APPLY AGRICULTURAL LIMESTONE - 2 TON S/ACRES
? / ~ ~ ' , ! ~ ABLIZED OB' r, ~ ten; ' - ~ Q~ / ~ i~ - ~ ~ r~ ~ v ~ ' , ' GI 3 ' ~ d' ~ ~ ~ ~ ~ ~ ~ av,ww, ~ ~ .i OFFICER 70 V ND STABLIZED, OBTAIN APPROVAL FROM THE EROSION CONTROL (3 TONS/ACRE IN CLAY SOILS) FFICER 70 REMOVE 7St5. FERTILIZER -1,000 LBSIACRES 10-10-10
~ ~0 ~ ~ ` 4 , ` ~ / :~1,' ~ ~ l j i 1 i i ~ ~ ~ 43 i i' INLET ~ : ~ ' ~ e ~ r ~ r , ~ O 4. INSTALL a ~ , / ~ ~ ~ , ~ • , , / ~ / ~ ! ! l ~lr , I ~ ~ j ~ PROIECTION REMAININI NSTALL REMAINING SECTIONS OF PIPE 9, ENERGY D/SSIPA70R SUPERPHOSPHATE - 500 LBSIACRE - 20% ANALYSIS
I l ~p O'gp/ % / ~ y ~ V ~ j AND LEVEL SFMZEADI _ , r , VD LEVEL SPREADER. MULCH - 2 TONS?ACRE -SMALL GRAIN STRAW
1' ,i / ~ / i Sri ! 7RAPEZOIDAL DITCH _ _ r ~ 0~ ~ / ~ ~ ~ / ~ r ~ ~ ! ~ ~ ' ] f R ~ ~ i 3 r 5. CONTINUE CONSIR~ ~ - _ ~ ~ ~ OjiECK DAIS X ' ! i ~ r , 20' 0 WAGE C ~W UTfNUE CONSTRUC110N OF ROADWA VS. ANOTHER -ASPHALT EMULSION @300 GALS/ACRE
b = 3' !l _ _ ' ~ ~ ~ ~ ' ~ i 8 PED STRIAN ~ I ;LEVEL ~ ~ i ~ ~ ! D=1,7 i , _ /50' W r _ _ ESP EADER 7_ !J ~ f ~l 1 r ~ L-- - - ' r j i
= Y' _ ~ ~ ~ i EASE EN7 I! I ~-E~~ GI1 M 4:1 I ~ ~ ~ ~ OTECTION v, ~ I ' ~ ~ ~ r------ - -I _ 1 ~ _ ~ INLET
SLOPE - 3.8% ~ 0 - ~ i ~ a ' 'y i !t ~ r I ~ ~ ~ ; 9 j PROTECITON J
LENGTH=160' ' G?~ / % ~ ,FEN F~ a i J! ~ I; . I ` TSTS J ~ ' i ; ; ~ , a. w
- f i / e 1 Q , ,~r ~ ~ ail ~ ~ ~ W
~`.F.y ~ ! 0'BM SEMENZ ~ a I Q r i ~ i 42 \ p-- i s r r I O ! 1 ~ I O 1' i i ~ i + MH 2 ~ ~ ! ~l O ~ r ~ 1 SEEDING SCHEDULE J
r ~1~ ~r i - i v . , 'u , , a ~ , ~ SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) DATE TYPE PLANTING RATE
! ~ ~ i ~ r,, ~ ~ I e;+ I i ~ ~ ~1 Y ~ PIPE 14&15 ~ W 1 ~A ~ ~ m , I WAKE i
1 - ~ - MH4 ~ o Ir1~ E , . WAKE COUNTYCONSTRUCTIONSEQUENCE AUG15-NOV1 _TALLFESCUE 300L8SJACRE NOV 1-MAR 1 -TALL FESCUE 300LBSJACRE
Q100HEA~DV~14 \ . ! ^ ! / 1.OBTi 8 ABRUZZI RYE 25 LBSIACRE 1.OBTAIN ALAND-DISTURBING PERMIT SCHEDULE A PRECONSTRUCTION MAR 1-APR 15 -TALL FESCUE 300 LBSlACRE
® ~ ~ EASEMENT \ ~ ~ ~ - - - ~ ; ; r ' `,r I r , ~ ~ a ~ , jig t ' i ~ r ! CONE APR 15 - JUN 30 _HULLED COMMON BERMUDA 25 LBS. IACRE CONFERENCE W17H THE ENVIRONMENTAL ENGINEER MARIA COX 856-7558. JUL 1-AUG 15 -TALL FESCUE AND BROWMOP 120 LBS. /ACRE
i 'd' I ~ ~ ORgI _ - ! O r r ~ . t TST 1 Nq~ ; r l,a • i ! A I / a - DES E~ ~ , 1 ~ 2.INST OR SORGHUMSUDAN HYBRIDS LBS. /ACRE 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE 30 LBS. /ACRE
! 33 ' / ~ I, ~ ! ~ `~IANEASEM i. I r f j ( ; ~ i ~ S ~ O I; _ E~ . I ~ EDiI SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THEAPPROVED PLAN.
cla ~ , t f , ~ , ; l 1 ~ s ~ ~ DIVEI CLEAR ONLYAS NECESSARYTO INSTALL THESEDEVICES. SEED TEMPORARY SLOPES (3:1 TO 2:1) DIVERSIONS, BERMS AND BASINS IMMEDIATELYAFTER CONSTRUCTION. MAR 1-JUNE 1 _ SERICEA LESPEDEZA SCARI
= INLET! ~ ° FES ! : ~ ~ , r I ~ r ~ ! • ~ ~ ED 1 / LEVEL ~ i ' QJ ,1; ' ,
f ~ 3 PROl~~C710N ~ ~ - SPREADER ~ OQ ! ~ ~ ( ~ r 't r © ~ ! i ' ! r! _ i 3. CALL 1 ~ ~ - h _ 3 ~ ~ ~ , ~ ~ _•e j ~ ENGII 8 ( FLED) 50 LBS./ACRE 3. CALL MARG4 COX, 856-7558, FOR AN ON SI1E INSPECTK)IV BY THE ENVIRONMENTAL (MAR 1 • APR 15) _ ADD TALL FESCUE 120 LBS. /ACRE
© ~ ~ r i! , ~mI_. ~ ! ~ / ENGINEER TOOBTAINACERTIFICATEOFCOMPLIANCE. {MAR1-JUN 30) _ORADDWEEPINGlOVEGRASS IDEAS./ACRE (MAR 1-JUN 30) _ OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ~
! M~ - ~ 20' ! ! QQ- / ~ r 1 ! ~ r ~ ~ t ~ / D' - 'i, / ~ i ~ ~ ~ ! c -PED RAINAGE~ 1;! / ~ ~ , t,. I 4. BEGI JUN 1- SEP 1 TAIi FESCUE AND 120 LBSJACRE 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE STiE ,„BROWNTOP MILLET 35 LBS. /ACRE
! GI2 ~ ED 7 ~ ~SESrRIANgCC ~ / ~ ' ~ l~ ~ 1 ~ , ~ INLET ~ ~A'T ESS ; y ~ ! / rl / ~ l ' r I' , , OR SORGHUM-SUDAN HYBRIDS 30 LBS. /ACRE ~
~w._„ % / r , ~ I` ~ ~ O j r r 5. INSTi CONSTR ~ PR01EC1TON 30 I ~ 1 ~ f ,~i ~ ~ ' i ~ r INLEI UC710N S O ~ 5. INSTALL STORM SEWER, IF SHOWN, AND PROTECTINLETS W1TH BLOCKAND GRAVEL SEPT 1 MAR 1 _ AERICEA LESpEp~q (HULLED-UNSCARIFIED) _ 70 LBS. /ACRE ND TALL FESCUE 120 LBS. /ACRE INLET CONTROL, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON (NOV 1-MAR 1) ADD ABRUZZI RYE _ ~5 LBS. /ACRE ~ ~i
E4UENCE P/PES 4 / ~ ! ; r ~ I. ! ~ , r' ' THE F 1. PLACE SILT FENCE, DIVERSION DITCH, AND TST 4 AS SHOWN. ~ Gj ~ , , , r THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. ~
~ ~ r!I! /!i / ~ lp~ ' ~ I r! i I ~ ~ r 2. INSTALL IEMPORARY24"CMP,ANDENERGYDISSIPATORASSHOWN. I I Q ~ ,'j
( B. STAG INSURE WATER COMING FROM UPSTREAM AREAS FLOW THROUGH GRAVEL ~ ! i ~ ( ~ Q p~ j ! ; / 1 I I CONSTRUCTON I I ~ ~-~~«-i i; i p~ DITCF 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION PAVI CONSULT CONSERVA710N ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDI TIONAL i INFORMATION CONCFJtNING 07HERALTERNATIVESFORVEGETATION OFDENUDEDAREAS. DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF THEA80VE VEGETADON RATES ARE THOSE WHICH DO WELL UNDER LOCAL ~
THE TEMPORARY PIPE. I 1 °•.~,,,,,a,,.~ i , , ~ , ; MF ENTRANCE I ~ ,;,,~i I ; CO II ~ ~ ~ OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. CONDITIONS; COMPLETION OF ANY PHASE OF CONSTRUCTION
3. CLEARAND GRADE ROADWAYS, INSTALL UTILIT I I I ~ I I lES. ~i ~ 0 ' ' ' 1 _ I ~ a 4. INSTALL STORM SYSTE I I ~a. 7 WH M. CONSTRUCT BMP. INSTALL INLET PROTECTION ~ ~ ` ~i ~ . i r ' ~ I 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY (.All ""1EMPORARY- QED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT ~ 1 1 ~
AT G15, MART VrUf:IA[ION. DO NOTALLOWTEMPORARY COVER TO GROW OVER 12-1k HEI6H7BEF6RE MARIA COX, 856-7558, FOR AN INSPECTION BY 774E ENVIRONMENTAL ENGINEER MOMNG, OTHERw1sE FEsCUE MAY BE SHADED OUT.
5. STABILIZE CLEARED AREAS WITH VEGETATION OR CABC (ON ROADWAYS). I I GRAVEL S. IF PERM i
5. CALL WAKE COUNTY SOILS AND EROSION INSPECTOR FOR CERTIFICATE -1 _ I I I 1 - - ` I I CONSTRUCTION I I ETC, OF COMPLIANCE. I i I EN 0 8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS SILT FENCE, SEDIMENT BASIN S ETC, AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING
TRANCE I I I I I I M I I I 6. REMOVE TEMPORARY CMP. INSURE OFFSITE WATER FLOWS THROUGH I I ~ I PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS SHOULD
NOWT THE STORM SYSTEM. REMOVE TST 4. NOWBEINSTALLED. PROJECT N0: AJ002 SHEET
i I 7. CONTINUE GRADING AND CONSTRUCTION OF THE SECTION OF TRIBUTARY DR. i I I I I 9. wHEI III 80 0 40 80 160 DATE: 7-18-02 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE
NORTH OF PIPE 4. STABILIZE CLEARED AREAS WITH VEGETATION OR PAVEMENT. ~ ENVIR ENVIRONMENTAL ENGINEER, MARIA COX, 856-7558. OBTAINA CERTIFICATE OF COMPLETION. DRAWN CEK
CHECKED CEK -c 2
SCALE 1" . 80' SHEET OF

~'I
0• T Y I I
~ REMOVE EXISTING / / ~ r ' $9v yN y Nd'N
~ BLOW OFF ASSEMBLY NNE
ti ~ PCSta. 37*18.43 / / 3 ~ ~ y 7 N t0 N N ~ ~r00
.O O N 00 QO
~ 14883 SF ~ 00 00 U ~ ~
~ ~ 34 AC xz p .rn
m=rnrn
~ BEG~~~T-RUCTION / 18355 ` ~ ~ PTSto. 42 3 ° ~ ~ ~ 2.93 ~ W
- - _ _ ~ _ _ _ ~ i' POC Sto~37*16:5~ IRE HYgRANT 0.41 AC n ? ~ 4j O w `~t Q. J J X
~ QWQ
- ~ ~ & VALVE ASSEMBLY ; /
MH 1 FIRE HYDRANT
- . _ _ _ \ GI 2 TOP = 359.50 C TOP = _ J TOP - 362.25 ~ ~ ,,Q & VALVE ASSEMBLY . ~ r .
TOP = 356.59 /NV IN = 353.61 n1 1~--=._ INVIN INV IN - 6 354.33 ~ ~ ~
/ ' _ _ f` INV IN = 352.31 / OUT= 353.41 ~ ~ INV O ~ N r36'23,p•E 3Sg /NV OUT= 352.11 Q ~ ~ W/20 UTILITY EASEMENT ~ ti--- -
INVOUT 354.13 • Q ~ ~ ~ sro
18172 ~ ~ ~ W w
~ ~ ~ ~ 1? 0 W 0.41 A C = ~
y ~
I 37 t w12~~D/P ^ ~w ~ .o ~
_ $ ~ {ice 72' GATE ~ ~ ~ SOIL MATTING ..y-~~°
0
v ~ ~ W
° ° SSMH 36 tif'
~:,r , TOP - 372.63
r ~ ~ ~i 892 ~F TOP = 359.00 INV = 361.0
INV OUT- 355.00 -9~
~ R ~ 3 REMOVE EXISTING - - - ~ ~ \ Ss do N'~'oq o ~ % TEMPORARY GRAVEL ; ~ ~ ~ o ~U ,4f 2 ~ ,.r°°
J1 ~
TURN AROUND SSMH 12 I / oo ~ W ~ v W~ EXISTING SS MH l / y
W W ~ '~a'>, ~ aataaarasarr:ge
(BY OTHERS) / Pl Sta 38*05.06 / V ~ l/MH 3 ~ ~ " $ F ro a ~ TOP = 357.75 / D - l3' ld 40.0" (RT) ~ ~ / TOP = 358.5 ~ ~ ~ / s -o ® ss o w s . ~ FE ~o mo
40 D a V~ s M r S H61 ~ P Q
,10 a~ ~ ' ss F TOP = 368.93 s A~
lNV /N = 348.20 D = T 38' 22.0" ~ _ ~ ENV IN = 354.52 ; Q ~ Z £ w 2 ~ 23046 0 ~ 0 u' ~ ~6. INV =
INV OUT =348.00 / L . ~72$~ t~ ; tt~ ~ lNV OUT (2'~ = 354.52 4 u~ Z 357.76 , ~ ~o~ F
~ ~ ~ i~~,Q~ ice' ee°~ ti ss ~'N E. ,o
T = 86.63' ti ~y ~ INV OUT (18') = 355.50 TOPH 3 /6~ P 46 9 ; ~ ss / Q r /P i 10"PVC SS rr C rhrrnanaaa~•22
/ s 750A0' ~ n ~4 ~ + INV 350.48 ~ ~;w% ~5 ~~~GF 3p„CMP F -10 PV C 78.25 L PI Sto 40+88.0!
~4 ~
~ QQ c~ / PRCSta. 38 9093 , 7l 15 18.0" (LT) SSMH 62
_ _ 52 roP 365.08 D 20' S0' 05.4 MN ss
_ : 36 INV - 354.32 L 342.00' oP
/ l ~ ~ %P ~ EASEMENT / 3 ~ ~ / 29 E~4 T _ ~ ~ 35
T 197.08 INS
SSMH 56 R 275.00'
11662 SF ~ ° ~ 12642 SF l / Il P/PE rs 0~F PAC - ~ ~ ~ ~ TOP = 362.40
/ 0.27 AC ~ ~ 0.29 AC / / RCP 2 w INV = 350.96
2
/ oo /FES 12" D1P12"X 12"TEE l l 28 MH 2 I w w 7 2 2
~ / ~ INV = 351.5 ~ ~ a ~ TOP = 360.3 ~ W ~ Q
/ \ I o / ma / 14920 SF /NV /N = 354.72 v~ ~ W 14664 SF
/ t a / 0.34 AC /NV OUT= 354.52 ~ y v ~ 20262 SF ~ 18082 SF ~ 0.34 AC U /
o ~ 0. 2 AC 0.44 AC 4 ..I
/ WET ~ / / .y / ~ N a' ~ / ~ p MH4 ~ o a 4 /
o '
l j~ l TOP = 358.0 20 10 0 40
l LEVEL SPREADER ~ ~ INV IN (2'~ = 354.2 ~ ~ ~ m /NV IN (18" = 355.2 ~ o J O
O~
N ~I 7
~F M
Q W
W
374 W I~
74 '
'
5 OF SET IGH
370
7
L
~.'~wi; '~r - ` ~I
366 0 ~ 50' FF ET L FT
+ ~ I i . ~ . ' T 3
LT 66 '
" NA R,4 GR UN ~ W
W Fl ISH D G DE E J
362 u, _ a;, A _ '
L LL
~ ~i . R 0 2
LT L7 LT
r 1 0
358 S ~ - RY 1. 1-
~ ° 4+
00 5
o r 14.0 RT /S
6 SS 61
0 354 , ~ ~ 36" Pei & ~ V I = 3 +75.0 V o 41+ 6.65
W
- r Miv "r = 354
_ ~
~ ~ , _ r' M _ W D.
350 0 1.0%
50 . ~
V _ ~ 1 V - 54.3

a+y. . vv
S MH 2 1 .3' O/JS 14.21 R O/ T .7
TOP=3-60. 0 -
VV INV = za PROJECT N0: AJ002 SHEET
DATE: 7-18-02
DRAWN: CEK
37+00 38+00 40+00 p p I CHECKED: CEK
+00 SCALE: 1" = 20' SHEET OF 41 42+00

FIRE HYDR,4NT SSMH 57 ~ N d' N
a`~ti ~ ~ & VALVE ASSEMBLY TOP = 378.01 / ~ cNp N N
~ ` W/ 20' EASEMENT POTSta I NV _ ~ I o N s~~wa r X Z ~
D = 20' 50' 05.4" / INV = 37 . 0 ~ o ~ m
39 L = 22397' d J J X
R ° 275A0' r ~ ¢ W Q ~ ~ ~ F- L~
23943 SF T = l18.6/' W W 9L~ W W E
0.55 AC
LEVE READ W ~ \a,?
Zg~ ~g6 ~ AIR RELEASE / 12" SEE Z
~ 45*00 ti ~ ~ N 9' 48' 28.0" y ? D = 0.5' ~~N ~
m ~ o ~p T 372' W
VALVE 8 E W '
3s ROp,O c P ,~EP~~ Z
~ 1 OA LF - f0" PVC ~ ~ ~ ~ ~ 0~ / T ~
~ ~ N 14317 SF ~ ~RS~

0.33 AC ~ ! F 1 PCSta. 4337.34 - N ~1y~ ~ y .10"PJCss / ~ 77 ~ / / Z ~F / bL£ ~6, / , W
'I~y 33'~(yP) ~ gyp / 'r o ~
SOIL MATTING $ £ ~ SSMH 8 ZL~ _ \ ~ ~ / ~ Z
\ ~
TOP =375.94 FES ~ F ~;t? / i m
lNV = 364.09 TOP -376.09 `
INV=370.0 = 65.19 ~ ~ ~m
\ / SSMH 37
~ - y, TOP = 377.63 ~.ss PTSta.45~6/.3/ ~ N i ~ Y;"-.~ i ~~o
' INV = 362.93 /t 93 POCSfO. 45.28.3/ LEVEL SPREADER Q~~ \ r
22 D = 0.75' MIN ~ Q, ~o : ~ hw~~--'<.
37 ~ ~1. O ~
TOPELEV= 0.75 / ~ ~ ~e36 xsone
14883 SF ~ ~2 15871 SF co i \ ~ ~ 5 ~ o %~~p F'~ciN ~PSti
~'y 34 AC - ,~1 ~ ~Q~
0.36 Q' ~ a ''~~,~yN E.'~o'~~~
`P~G~~, PTSta.423293 / ' I
0 $ ~ so / / o ~ 2 / ~ ~ •,y~/ Q~
F~RE~'1YDRANT 'oo - ~ POCSto.43*5/J3
36 & VALVEASSEMBLY ~O-o ~ 23
w~2~ UT~L~TYEASEMENT
78772 \ ~ Q 12f38 SF ~ ~G~cq'Pj ~ ~ ~ ~ µ m ~ H
0.41 AC ~ ~ 0.29 AC
\ ~ W ~~~C
~ ~9~,.
SO/L MATT/NG \
4
~ ~ SSMH 36 . _ / A~ ' TOP= 372.63 ~~O/ ~ / / ~ ~ ~ i 9
/ / / i ~ Q- / ~ / zo o io ao Q
j n Q lNV = 361.0 5~~/ / ~ ~ , / Q Y
a
N 386 ~
3$6 V I = 4 +30.
L = 80.6 5 OF ET EFT W
VC = 300' ~o
K = 35 LT ~T LT 382
382
~ - - NA U L G OUN ~r FI ISH G DE
`T - - 2. p/
~ ~ o
378 + ~ t+ ~ ~T ~ 378
~ / RT
lLl
+ 0 46+ 2 N
q,l / T
374 ~t Rt - - t , - - T RLI _ ~s° cP 374 0 ch
~ ,~c~ - . y
RS r 4 ty,~".
370 " vPi = a E = 37 . 50' OFF ET IGH C = 1 0 ?Pi = a o.oo T 370 ~ O
E = 37 .04 T
C=1 0' Z a O
K=
K _ 366 Q ~ F" C 1.0 0
366
1.
0 W Z Q
ss2 Z Q ~
362
J
4 + W ~
15. ' RT /S 6.2' T S Z
358 4 +00 ~ = 3 .94 94 OP 376 09 358
14.0 RT /S = H
54 JL
354
PROJECT N0: AJ002 SHEET
DATE: 7-11-02
DRAWN CEK PPM2
CHECKED: CEK
350
46+00 SCALE t" ®20' SHEET OF
42+00 43+00 44+00 45+00

0 T Y R II N~tN
~NN?'~ ,5 (0NN
2 N TOO
2 95
PI Sta 11174.93 MU~~
Q = . , n 48 48 13.6 (LT1 xZr~ o - ~
+ mprnrn
R =15o.oa Porsta. to+oo.oo , PCSto. l4 35.42 Y~~ pww
L =127.77 ~~x
T = 68.05' + ~t 1 ~ Rio ~ ~ i"~1(f:: ~ li POTSta. l3 58.42
b PTSta. I2 34.65 a, ~ { , ~
1 PERMANAT SOIL MATTING ~ ~ ~ ; r~ ~ > ; A ~ ~ ~ .46
o ~ ,9 i ' ~ ~ I ~ , 00 Q ~ - 15
~ ~ - ~ , 20 5 TSta.1311.6
~ Q Q ~ i~ r ~ ;
~ > ~ ~ V. J 3' t V . tq 3 t ~ ,
~(f C ~ O J 4; O ^ 8
O ~ li Jh ~ ~ W ~ j ~ a W
v O ~v V II f /w ~ , ~ i ~ o SS
~ PCSta.1106.88 ~ v- Q ~ i~i a ~V ;f is ~ W ~ ~ ~ , ^ . 8 s
ti 1 ~ F s g5.0
~ b yY
~ / o z b J V a Q 7 di ? o st ~ -F D TOP =386.66 d -~3 a
Q W ati ~ i ~ ~ P INV 374.71 n f
M Q / o Q~ I ~ / / ~"i~ ~ ,r'~,.~f P O i ~ d~ a ~ _
~ ~ 3 ~ cn 9 C 19•
c~ ~ ~ h ! I ' z r-P y-~~ ~ SMH41 D
O o' rn 5 TOP 384.02
0 ~ J v ~ ~ ll ~ CNC TE HEAD LL ~ ~
Q 0 = ~ ~ IN 367.48 ~ i !NV = 376.61 ~ ZO p
ti ~ ~ Q rn.
A ~ w w mo o
} o~
0 0 3 1 9 a ~
37 \ ~ N ~ t~nin~ ,
,~a ~ ~ 31 ~ PI Sta 15+57.30 ' SSMH 40 .p ~ CAR
• cL ~ - ~ 30.8(RT1 0.31A .o 56° 5 I ~ o \ TOP - 380.53 ; ~ FESSIp
~ ~ ~ Q. ~ ~ = D 25' 27 53.2 Q !NV 377.30 F a
1 34 7 AL
1 ~ o W p w L = 223.39' . 2soas a ~ ~
w ~ ~ w ~ 1.6 4- y ~ ; ~ F ~o T 121.88 ~ ~ ~a
1 ~ , o~ R - 225.00' tV oti Q z ~
~ _1 0 ~f 14 P) ~(I ^ ,s~„e~~ ~1
~ ~ w1`~~ ~ ~ p, 33 ~ ~ Q ~
1 \ 4, n ~ ~
~ r A ,1 y ~ ~v o ~
0 ~ ~ ~,r. ~ 0 1 3 h v 0 14 F 3 98
h ~ ~ ~ s D,, ~ ~ S A ~ ~ a
o / ~ g Qo
~ Q I L 0
~ ~ ~ ~ o; ~
~ o , 2 2
Q 72 Q. -`Q.
3 ~ ON E o` ~ E ,oN A
000° o l~ ti oo ENDWA~d. :NDWA~d.
o a / 7
~ ; .ar3 0 ~ INV = 36 (~3 ~ Q o' ~ / ~ VV = 36 ~3
A ~p o ~ 8 v NOTES: nj h
co / 3 ? o ~ J
1. STREETLIGHTING WILL BE INSTALLED NMICH EXCEEDS THE STANDARD ~ ~~1;, Q 11 E AG ~ S ° . N ~ b
TOWN OF CARP REQUIREMENTS FOR RESIDENTIAL STREETS WHER S 0,~ Q ~ T STREET LIGHTS y ~ VERTICAL CURVES HAVE BEEN REDUCED, PROVIDED THA l~ ~ ~ b
R1IFICATE OF OCCUPANCY ~ ARE OPERATIONAL PRIOR TO THE ISSUANCE OF ANY CE O 7 ° d/ Zo o ~0 20 40 o ~
ON THAT STREET. THE MINIMUM ALLOWABLE LENGTH OF SAG VERTICAL CURVES, Q ~ P G
FOR RESIDENTIAL LOCAL STREETS. ~ ~ ~ WHERE A STREET LIGHT 1S IN THE SAG, SHALL BE 20K C 3 ~ ~ \ 0 F l ~
rn N i
1 O~
O~ ~M
ll 1 1 ~
+ ~D 92 Qw
2 9 ~W W
1-
8 3
8 LT
~T L1
~ 50' FFS T R GHT
LT
~ ~ 4
Rr 84
T
~ NAT RAL GRO ND
3
380 r
~ W y:~-=
J
FINI HED GRA E 5 OF SET EFT 9 5.
~r - LL 76
i R~ 37fi ->k. .Y , _

rY oo r
. ~ ~ ~ ~
~ / l~Fi~~
s C, 2 Fr ~ ';i'~ 7, .fir °n ~ ~ 4 - ~ 7 T6. RT 0/S
rr} ; - ~ , - h i Si TO = 3 4.02
c r IN = 37 .67

8 36
3fi T
0.
72 12V 1=1 26.4 J
~ 3fi" RCP L = 3 3.48 0
4
fi4 ~ % vc = oo'
10+9 .50 SS 39 K = 2
1 .5' T 0/ 11+ 6.18 -
R)P 378. 11 9,5- TATnzc~
71P = '~7A f 0 lAfV IA7nil
PROJECT N0: AJ002 SHEET
i 1V 365.19 DATE: 7-11-02
DRAWN: CEK
CHECKED: CEK
_ SHEET OF " 2 SCALE 1 0
10+00 11+00 -J2+00 13+00
I
I
I

~0 T Y RVIIN
0.7 A~ ~ ~ Nd-N
SF 0 O 3062 0.47 AC AIR RELEASE 5 ~ ~ NNE ~ ~ ~ ~ ~
~ ~ ~O N N ~ ~ NI~OO
Q O N \ p , ~ M W 00
20537 SF VALVE 0.37 AC ~ U ~ 78 r~ ~
FIRE YASS~M6 y 16287 SF O ~ ~ ~ xz . . Q p _rnrn
Q \ m rn rn v ~y ~
VALV ~ - Oww
O J J X Q ~ ~ ~ ~ ' QwQ
{ ~//',i~,~ W \ ~4~
13500 SF r ~ ~',r V
~i w , ~ i / ~ 7 A~ , /
-/r w w 4/ ~ V ' ~ Y
r'f~ ~ ~ r V
i, ~ .34 A ~ _ ~ Q
Q~ ~ Q , , ~o 1 4 ~ V
f 4 ~ 6 ~ ~ 37 ~C ~ ~ ~fi ~ ~O
s58„~'VC ~ 6 ~ p W 0 Q W
~ C~ h ~
386 ~ ~ ~ ss ~ g ~o $ ~ w ~ p ~ ~ ~ 0
~ ~
° ~ ~G SSMH 42 66 ;.;7 Q ~ w o ~ ~ w
0 F. P ss ~ TOP=384'~~ - w Q ~ 0 Q ~ ~ ~ ~ ~ ~
95• D W~ = SS v° ~A ti~ ~ Pl Sta l5~57.30 SSMH 43 h, ~ 0 Q ~ ~ W ~ ~ 0 3
~ o v ~ Q ~Q iA oo Q
F ~ h ~ ~ 0 3
_ ~ = 55 53' 10.8" (RT) TOP = 385.55 '9 ~ Q p 0 ~ ~ ~ ~ J ~ i
z. D = 2S 27' 532" ENV = 372.47 ~ ~ ~ ~ w Q p L = 223.39' ~ g ti~ ~ ~ / / ~ ~ ~ / ~
\ ~ ~
~ ~;i \ ~ ~ ~ ~
~ \ Gj ~i Q 1,1' , \ ~ J Q
s7 0 ~ 19 R =225.00' \ 3s ~ y ~
~ i \,o \ Q ~
~ PTSta.16~58.82 F \ ~ ~i 3 \8 ~ ~ S \ J a4®oYaaa~aaoa'ae~ A. V ~ o
0.31 AC `~~2 ~ 13427 SF ~ o / Q
Cp \ F \ ~ ~ o w qs / ~ Q ~ w ~ ti N \ v / Q
F q 0 'Q di ~ G - SAL r ~ ~ \ F F ~ Q
NT \ ~ 23Q46 l(/ \ ~ ~ J \ ~ ~
18 0.33 AC a
\ ~ e i ~ ~ ~~o b
0.33 AC Po s~~8~ SSMH 58 w O 14236 SF O TOP = 376.98 w ~ 3 •R.IPARIAN ~F, ,,a ~ ~ ' ~ \ I11 911
V A ~ \ \ ~y \ \
20 17 INV =368.77 ~ Q
\ \ \
SSMH 44 / ~ g \
~ \ ~ v
0~3~ A TOP=376.49 13498 SF INV = 367.0 (MH 58) ~ j o
~ I ~ ~ \ ~ ~ v ~
lNV = 365.8 (MH 45~ ~ V 9
1~ ~ ~ ~ ~ v F- ~ ~ v ~
~ ~ ~ s
POTSta.18t9!
i
J m
J
I-
Q ~ 20 0 10 20 40
J ~ ~ ~
3~~ p 396 o vP~ is+ 0.05 P J Q ~ ~
. Q- Q
+ E = 39 .83 396
C=3 5' W
I_ K=3
392 H
9
/o - s
/ R AS
388 FIN/ HE G DE + 388
- - NA UR,4 GR UN
RT RT gT _ ~J ~
384 RT RT 0' O FSE RIG T ~ RIG T 3$4 r-
RLI E I it
W
J
RT
380 - - _ ~ ~r ~ ~ R , u. ~ ~
~ ~
1 ~ .T
/P ~ C
376 .o~ c~iV`
76
~u.
2.0
~ ,
372 + >85. .o Lms ~ _
1 .8' T O/ SM 43 372
J~
T P = 86. + 0. 0.
J
368
3
N
+44. ~+44. 4
1'R T 0/S
364 X06. ' RT O/S
= 376.98 = 3 76.98 364
=36 177 PROJECT N0: AJ002 SHEET
DATE: 7-11-02
DRAWN CEK PP=4
CHECKED: CEK
L. 15+00 16+00 17+00 18+00 1-9+00 SCALE V = 20' SHEET OF
I

I
c9
\ ~I ~ ~ \ TOP =370.5 ti Y R I /i~ ~ I ~ N ~ N ~
~ ~I `lNV = 355.5 16 ~f) • c9 N N p''~ cS 8), tQ ~ ~ c0 N N
s , T ~ ~';;-i N~OO
~ ~ ~ ` 0 - fi / A` ~g ~No0o0
~ 00 00 L, 3 ~ ~6 ~
~ ~ ~ 1 0.38 AC ti S w Xz L, G • A 77 ~ 9 i
~ .o ° 6 ~ ~ g mI0)(A S ~ p
~i_1____ ~ j ` 15 16463 SF •8 ti w -
S8 ~ a. p w w ~ ~ ~ --r v ~.~~X Q t ~ Q w Q ~
S 5 i f s ~ ~ w i
55 ~ 0.42 AC 8 ~ 1~ 3 1 ~
SS v' ~ 5~ p F - 10 PV ~ ~ ~ 18213 SF PoTSta.10~00.00 - ~ ~ / I J d p '0 ~ i
~ - t ' ~ ~ ~ i 2 w '0 ~ . '1 ~ ~ r' ° ~ ~ 1
`~i I ~ ~ ~ ~
~ ~ ~ ~ ~ ~ I ~ ~ '?so ~ ~ PERMANENT BLOWOFF ~
TOP = 375.85 ~ ~~f ~ ~
~ ASSEMBLY SSMH 48 PERMANA Gi~ ~ I O ~ I \ ~ ~ C~~ ~O~A ~ SSMH 49 _ ~ PERMANAT S INV - 363.1 78 1 3 ~
O ~ \ ~ I Z ~ ~ ~ ~ TOP =369.18 SOIL MAT r ~ C ~ TOP = 365.88 ~ W ' ~ , n\ SOIL MATTING ~ . ~ ~ ~ ~ ~o
~ 3 /NV = 362.0 . P W
G~~ ~ ~ m ~ ~ ~ ~ ~ INV = 359. i " r~ 1 _ ~ ! ~ P
~ .
I I 2 ~ I ~ ~ > r ~ ~f F ~~~~~x ~
w ~ ~ ~ ~t - v
~ I 14 ~ I I ~ - ~
Z i 0" v ~f ~J~ , 1
08 v P w
~ ~ ~ 5 0.33 AC ; a~w SS ss V ~ A E VALVE F AIR RELE S 12 97
~ ~ ~ o o~ ~ 14283 SF ~/"tilt' ~ ~ ~ ~
I i I - } ~ ~ ~ o ~o o ~ ~
~ ~ o ~ N s o S/ o
~o •/,,p 5 Q Vx V
I I ~ m I ~ 9 R w / G
~ ~ D I w I -o ~ 0 ,o m
~ 01 ~ ~ ml~ I N W~ w 12I I~ i ~ 2 , ~ F~ssr 1 ° ~ 8
•a ~
EAL - . g ° 23Q46
~ ~ rn w ° t~ °
~ ~ 1 P F ~®0 ~ - 9 cis R d e 0 i
+ R h ( PI Sta 12 70.75 ~N , ti
~m I ~ ~ ~ I ~ w 0.32 AC f~~llllllll~,~~~ d ~ n / ~ ~ i l9° 51 44.5 (LT) P
I n ~ ~ ~ ~ . n P - 74 F ~ 098
- 0 D 410' 01.1 0
~ ~ I I ~ / / FIRE HYDRANT AND /0 L = 476.66 ~
Z I ~ ~ ~ 0.41 AC ~ ~ / VALVE ASSEMBLY ~ ~ N = P T 240.75
y ~ i I ~ 17855 SF ~t~~ 12"X6"REDUCER = 5.00' 0 R 1,37 ~ 0 P
P
i I I ~ 13 ~ / Q
~ 1 a ~ ~ ~ / 11 tl~ 11
~I i ~ \ ~ I ~ ~ ~ / PCSta.10~30A0
~ 1 a I ~ p ~ / 0.35 AC
F 25
~P
II , ~ \ ~ ~ II ^ 12 15215 S I ~ \ ~I / ~ 0.44 AC P ~ J Q
I-
20 0 10 20 40
19330 SF ~P
~ ~ ~ ~ ~ 0 ~ ~ P Q ~
J ~ / o ~
396 a. 396
W
1-
392 2 3
o~
388 +
Qw
cn w
84
384
V = 22 ' S0 OFF ET EFT W W
J
ATU L ROU D ~r r M
W 380
380
t o .Leo
x _ - - -
0.
376 N ' o se RIG r 376
~ ~i O <`1 T RT
Q W t t
~ W ~ - - -
372 ~t RT Al R EA E V LVE 7 32 m
a ~ IN J
R - ~`~r S A 1 +60
H
~ ~ 368 Z 8 36
of r q~- o
M ~i C
00 L-J AA i
o - .1 p/ IN - 3 364 .4.4n ~n I Pl- IQ' PV e- 364
12+
PROJECT N0 AJO02 SHEET
_ DATE: 7-11-02
DRAWN: CEK
NV 367. PP=5 CHECKED: CEK
I J. To =36~ SCALE: V = 20' SHEET f
10+00 + 12+00 13+00
I

2
7 NN G u~ / ~ ZZGO-o~~ rn~3~ ~ T Y V 0
c o u w rn ~ Nd-N ~NNM
N (0 N N
~~0~ ~ N Op G0
MU~~
o w w~'~ ~ ' O O / / d' 3j F E HYDRANT ~ / ~ Xz(~f~
~ 8 & VALVE ASSEMBLY N~C~ ~ ~ O m=urn
C~
~ W/ 20' EASEMENT T ~ ~ ~ Oww dQWX
3~ _ _ _ ~ G/ 5 (DOUBLE Gl) 1~~ ~ PERMANENT Q ~ F- ti
TOP = 373.0 SSMH 45 ~ SOIL MATTING I SSMH 59 y x ~ x~-
~ INV = 370.0 TQP =37 .77 ~ TOP = 378.36
lNV = 370.29
\ ~ J 376 ==s~ ~N'~lY_ 8 ~
ss
S S
W
W
9~~ ~
/b ~ X00 W ~.,.3;. s W
_ W W ~
W W
W W
<<c,9 >2"X >2"TEE W
S+~ 12"DlP W
~'9<`c~ ~ I m ~ 374
~ 12"GATE VALVES ~ ~ BLOW OFF ASSEMB I Y
Q ~ ~ ~j o I & 12" GATE VALVE
S~ i ~ i ~rt~~sa~,.~~4
. ~N ,
A ~ ~ F~
~ O O ~ ~ ~ PTSta. /5.06.66 _ ~4
SE L 23045
Zn
~v ~ ~~09 sC, ~ ~ ~~FES 9 Fy ~ , %~p GiNE~o °,~~oe i~ /O~ omoom e` a
h INV =369.0 ~ e~
cp ~ I rn p O
B~~ I~IG RESTRICTION LINE I I ~ I ,~~Slj~C
~ I ~ ~
~ ~ s,~
RIPgRIqN 3 28' X 40'
IAN - BMP EASEMENT
100 YEAR FLOODPLAIN ~~'R/~
I Pl Sta 1270.75 ~
~ - l9' Sl' 445' (LT) I
D= 4'l0' 0/J" I m o d
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R -1.375A0' ~ ~ m ~ y2 20 0 10 20 40
392
96
W
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NV 365. 364
PROJECT N0: AJ002 SHEET
DATE: 7-19-02
DRAWN: CEK •
CHECKED: CEK PP6
13+00 14+00 15+00 SCALE 1" . 20' SHEET OF

28 I ? l TSMf/56 /NV~= 365. 08 SSMH51 - ~ ~ ~i~ wET ~ i
TOP = 36 / / \ cNV a ~
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DATE: 7-11-02
DRAWN CEK PPM7
CHECKED: CEK
SCALE: 1" m 20' SHEET OF

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PROJECT N0: AJ002 SHEET
DATE: 7-11-02
DRAWN: CEK PPM8
10 CHECKED CEK
-.11+00 12+00 SCALE 1" = 2 0' SHEET 0 F

SAN
i ~~o y - ~ I Z - a0 c0 N N - _I _ - ~ i~ O O
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- \ Z - - ~
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43 ~ _ ~s W'
(BY OTHERS) ° I
TOP = 3 0.25 42 I~ I LEVEL SPREADER ~'O - Z _ . - s \ - ds
BEGIN CONSTRUCTION INVIN=354.10 40 $ I I 41 - - ~
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w NCARc~
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~ ~ 3so OPTIMIST RIDGE ROA
o,~~' 100 LF -18° RCP 374
~ FIRE HYDRA L- 375.0 - ~ - ~ TOP = ~~t - - _ ;1
376 378 ~ Z
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y 378
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AJ002 SHEET PROJECT NO
DATE: 7-11-02
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350 = -
42+00 43+00 SCALE: 1" m 2L.) ~ SHEET OF
39+00 40+00 INV = .354 88 41+00

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T P 63.8 9
344 1 V = 56.0 IN11 = 3 7.6 I NV IN = 303.0 58.7
PROJECT N0: AJ002 SHEET
DATE: 7-18-02
DRAWN: CEK
340 PPM10 CHECKED: CEK
SCALE: 1" - 20' SHEET OF
I i

-
AT IS NON
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N (D N N ~I~00
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TO 379 35 TO 368.51
1 4.0 F 8" PVC @ 0. a

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354 OU FAL - -
PROJECT N0: AJ002 SHEET
DATE: 7-11-02
DRAWN: CEK
350 CHECKED: CEK
SCALE: V = 20' SHEET OF

R/W
�--- TAMPED BACKFILL N0.57
WASHED STONE
REVISIONS
DATE I DESCRIPTION
/16/95 STONE & NON LOCKING
STANDARD 3/4" AND 1" METER BOX INSTALLATION
5-3/4''-
r 1-1 /2"
1 B" 1
10-1/4"
UA�
a�
N
a
N�
CIN
R
5-3/4-
_70—
L I D
-3/4"7NLID
9"
7-5/8"
7-3/8"
6-3/8"
a I 1
N
COMPLETE
>
BOTTOM BOX
SECTION
REVIS
STD. No.
6.01
N
LENGTH
IN INCHES
I�
BOTTOM
a
PIPE DIAMETER
10
24
16
24
16
36
26
36
26
48
6
60
TOP
SECTION
STANDARD VALVE BOX INSTALLATION
UNDISTURBED
SOIL
CONC.
THRUST
COLLAR
(3000 P.S.I. ANCHOR
RING -
TRENCH
WALL
a
a '
• D.I.P.
a MAIN
PLAN
UNDISTURBED
SOIL
TRENCH
WALL
TAMPED
BACKFILL
11/86 1 D.I.P. ADDED S.S.S.I
SECTION
SHEET 2 OF 2
STD. No.
6.08
CONC (3000 P.S.I.)
THRUST
COLLAR
.I. P.
MAIN
--ANCHOR
RING
15'-0" MAX.
SCHEDULE
s
a
PIPE DIAMETER
CONCRETE
THRUST COLLAR
ANCHOR RING
RINGS REQUIRED
INSTALLATION
A
B
C
Q
6".8".12"
1'-0"
1'-0"
2"
ONE
16"
1'-4"
11-0"
2"
ONE
20 "
1'-4"
1'-0"
3"
ONE
24"
1'-4"
1'-0"
3"
TWO
30"
1'-4"
1'-2"
4"
TWO
36"
1'-4"
1'-4"
4"
TWO
11/86 1 D.I.P. ADDED S.S.S.I
SECTION
SHEET 2 OF 2
STD. No.
6.08
CONC (3000 P.S.I.)
THRUST
COLLAR
.I. P.
MAIN
--ANCHOR
RING
REINFORCING
NOTE:
6" TO 16" MAINS = 12-N0. 7 BARS
20" TO 36" MAINS = 12—NO. 8 BARS
BARS PLACED AS SHOWN
STANDARD THRUST COLLAR INSTALLATION STD. No.
6.14
NOTE:
15'-0" MAX.
�
s
a
AS APPROVED BY TOWN ENGINEER
22-1/2°
BEND
11-1/4°
BEND
4
1/3
INSTALLATION
a
•flz
1/3
2'-0" MIN.
Q
1/3
VALVE
z_
1/3
1/3
8
1/3
PLACED WITH PUMPER
NOZZLE FACING THE
1/3
5'-0" MAX.
♦ , .
G
REINFORCING
NOTE:
6" TO 16" MAINS = 12-N0. 7 BARS
20" TO 36" MAINS = 12—NO. 8 BARS
BARS PLACED AS SHOWN
STANDARD THRUST COLLAR INSTALLATION STD. No.
6.14
NOTE:
15'-0" MAX.
4" - 12"
2" BLOW -OFF
16" & GREATER
AS APPROVED BY TOWN ENGINEER
22-1/2°
BEND
11-1/4°
BEND
4
1/3
INSTALLATION
HYDRANT TO BE
1/3
2'-0" MIN.
PAVEMENT
1/3
VALVE
z_
1/3
1/3
8
1/3
PLACED WITH PUMPER
NOZZLE FACING THE
1/3
5'-0" MAX.
NAPPLICCABLE)
ONCRETE
TYP. FINISHED GRADE BOX
THRUST
COLLA (6" MIN. LENGT
TYP. FINISHED GRADE
1/3
12
TRAVEL/FIRE LANE
1.0
2/3
(IF
THREADED COUPLING
IN PAVED AREAS N COVER
iv
1-1/2
IN UNPAVED AREAS
STANDARD VALVE BOX
6"-12" FROM
16
1-1/3
2.0
1.0
1/2
FINISHED GRADE
TAMPED BACKFILL
1-2/3
2-1/3
1-1/3
TAMPED BACKFIL
1/3
20
2.0
3.0
1-2/3
3/4
2" THREADED
24
f
:. ,..
4-1/3
2-1/3
CONCRETE ENCASEMENT
BRASS PIPE
FINISHED ED
DIP
--
_
CONCRETE BLOCKING
I I I=III=III
=) I I=I
MIN. 1/3 C.Y. AT
ROADWAY
'
3000 P.S.I.
REVISIONS
DESCRIPTION
2" GATc VALVE 2" THREADED
BRASS
X
—MECHANICAL
JOINT
PIPE (12 IN
LENGTH )
"
z
BASE
COURSE
Q
5/8" THREADED
RODS (EACH SIDE). HOOK
ENDS INTO CONCRETE COLLAR
CAST IRON VALVE
BO
'--- TAMPED
2
STD= No.
STANDARD
2 "
TAMPED
ASSEMBLY
BACKFILL
(PAVED AREAS)
12" THICKNESS I-2. _
(UNPAVED AREAS)
BACKFILL
H OR HB BITUMINOUS N
CONCRETE
ENCASEMENT
CONCRETE MAY BE USED
AT 3000 P.S.I.
2'-0"
•
uLMINIMUM OF 8 C.F.
TAMPED
VALVE BOX
UND I STURBE •
MAIN
? _j No. 57 STONE
BACKFILL
`0
•. ,
SOIL
, N o
NOTE TO CONTRACTOR:
TAMPED
4
.�
VALVE BOX SHOULD NOT
BACKFILL
�� e`
o
CONTACT MAIN OR VALVE
MECHANICAL JOIN
Z
=
il
(PAVED AREAS)
_ 2. 4�
\.J ,,
(UNPAVED AREAS)
H2ORTHBCKNESS BITUMINOUS
CONCRETE
CONCRETE THRUST BLOCK
6" GATE VALVE
CONCRETE BLOCKING11A
MAIN I
VALVE
%�
CONCRETE MAY BE USE ��
•�
ATE 3000E P.S.I.
1/3 CY AT 3000 PSI
DUCTILE IRON P
MIN 1/3 CY AT
pd
14
3000 P.S.I.
MAIN LINE TEE
VALVE
BOX COVER
TAMPED
BLOCKING
BACKFILL
NOTES:
PLAN
1. TOP OF BLOCKING TO BE 2" FROM
SECTION
HYDRANT WEEP HOLES.
NOTE:
I. D.I.P. MAY BE USED FOR VALVE
BOX EXTENSIONS.
2. HYDRANT TEE MAY BE SUBSTITUTED
FOR D.I.P. NIPPLE AND RODDING TO VALVE.
2. VALVE OPERATING NUT MUST BE
EXTENDED SO
REVISIONS
REVISIONS
THAT THE DEPTH IS
NO GREATER
THAN 5' FROM
IATE DESCRIPTION
3. TAPPING SADDLES MAY BE USED INSTEAD
DATE
I DESCRIPTION
THE SURFACE USING
A MANUFACTURER APPROVED
2/86 LABELED TEE D.D.U.
OF A TEE FOR WATER LINES LARGER THAN 16 INCHES.
11/06
NOTE ADDITION S.S.S.
EXTENSION KIT.
/90 NOTE ADDITION
11/ss
NOTE ADDITION M.N.D.
3. PRECAST CONCRETE
ENCASEMENT
IS ALLOWED
/96 ADDITION TO NOTES
6/96
NOTE ADDITION
OUTSIDE OF PAVED
AREAS.
STD. No.
SHEET 1 OF 2
STD. No.
STANDARD HYDRANT INSTALLATION
STANDARD
VALVE
BOX
INSTALLATION
6.06
6.08
MAIN SIZE
END PIPE SIZE
4" - 12"
2" BLOW -OFF
16" & GREATER
AS APPROVED BY TOWN ENGINEER
22-1/2°
BEND
11-1/4°
BEND
NOTE:
I. FOR MAINS THAT ARE TO BE EXTENDED USE A
VALVE EQUAL TO THE MAIN SIZE AS THE BLOW -OFF VALVE
AND THEN REDUCE TO THE 2" STANDPIPE.
2. ROD SHALL BE "HOOKED" INTO THRUST COLLAR.
MINIMUM CONCRETE
BLOCKING (C.Y.)
NOM. PIPE
DIA. IN.
TEES &
DEAD ENDS
SEE VALVE BOX
45°
BEND
22-1/2°
BEND
11-1/4°
BEND
4
1/3
INSTALLATION
1/3
1/3
1/3
PAVEMENT
1/3
1/3
1/3
1/3
1/3
8
1/3
1/2
1/3
2" BRASS NIPPLE
1/3
ONCRETE
—III.—I
THRUST
COLLA (6" MIN. LENGT
1/3
1/3
12
CONCRETE
1.0
2/3
1/3
THREADED COUPLING
14
1.0
1-1/2
3/4
STANDARD VALVE BOX
6"-12" FROM
16
1-1/3
2.0
1.0
1/2
FINISHED GRADE
TAMPED BACKFILL
1-2/3
2-1/3
1-1/3
TAMPED BACKFIL
1/3
20
2.0
3.0
1-2/3
3/4
2" THREADED
24
f
:. ,..
4-1/3
2-1/3
1-1/3.
BRASS PIPE
DIP
CONCRETE BLOCKING
MIN. 1/3 C.Y. AT
3000 P.S.I.
REVISIONS
DESCRIPTION
2" GATc VALVE 2" THREADED
BRASS
ADDITION TO NOTES
—MECHANICAL
JOINT
PIPE (12 IN
LENGTH )
TAPPED CAP
5/8" THREADED
RODS (EACH SIDE). HOOK
ENDS INTO CONCRETE COLLAR
STD= No.
STANDARD
2 "
BLOW—OFF
ASSEMBLY
6.11
MINIMUM CONCRETE
BLOCKING (C.Y.)
NOM. PIPE
DIA. IN.
TEES &
DEAD ENDS
900
BEND
45°
BEND
22-1/2°
BEND
11-1/4°
BEND
4
1/3
1/3
1/3
1/3
1/3
6
1/3
1/3
1/3
1/3
1/3
8
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
1/3
12
3/4
1.0
2/3
1/3
1/3
14
1.0
1-1/2
3/4
1/2
1/3
16
1-1/3
2.0
1.0
1/2
1/3
18
1-2/3
2-1/3
1-1/3
2/3
1/3
20
2.0
3.0
1-2/3
3/4
1/2
24
3.0
4-1/3
2-1/3
1-1/3.
2/3
• CONCRETE SHALL BE 3000 P.S.I. MIX.
un I G U zotln I r l I UN INOTE:
6/96 ADDITION TO NOTES FITING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC
NO CONCRETE SHALL COVER
BOLTS OR GLANDS.
STANDARD REACTION BLOCKING
STD. No.
6.13
PROJECT
NO: AJ002
DATE:
05-06-02
DRAWN:
CEK
CHECKED:
CEK
SCALE
NTS
NlqtN
N N M
00 (D C14 C14
1,00
0 N 00 00
00 00
XZf�I�
O L 0) 0)
cn�rnrn
0 W W
Q W Q
O_ F- LL_
I.,
til
01
W
J
SHEET
Dml
SHEET OF

STANDARD MANHOLE
RING & COVER
STANDARD N0. 7.03 X NOTES; Nd~N
CORRQSION 1. VERTICAL SPACING - 16" O.C. n OONN~
- o RESISTANT MATL ON VERTICAL WALL ONLY 16 O.C. 2 HOLES TO BE SPACE 2 - 1/2" X 1 3/4" HEXHEAD, S N ~ N N LY OPPOSITE TO EACH OTHE TAINLESS ~ ~ O O
USE FOUR 3/8 INCH ANCHOR ~ ECCENTRIC TAPER i N BOLTS TO BOLT FRAME UNIT o FROM MANHOLE BREAK POINT 2. STEPS TO PROTUDE 5" FROM FACE 0 IN OUTER RING. STEEL BOLTS AT 180 ° COUNTERSUNK. p N ~ ~ BOLTS TO BE TYPE 316 STAINLESS STEEL. ~ DO ~
TO SPACER. USE ROPE 2~~~, ~ 0 TO I G AN CO R STRUCTURE WALL AND SHALL WITHSI " FROM FACE OF (HOLES TO BE 1" D[ U SHALL WITHSTAND ° 2'-1 1/4" X z ~ ~
MASTIC SEAL BETWEEN o A VERTICAL LOAD OF 400 LBS. AND FRAME 8 SPACER. ! o HORIZONTAL PULL-OUT LOAD OF 1001 400 LBS. AND A ~ ° FOUR O - ~ ~
a WHEN INSTALLED. LOAD OF 1000 LBS. LAG BOLT 3/4" 1'-11 3/4" 3/4" m = ~ ~
1/2" DIA. MANHOLE STEPS STEEL ROD 1'-11 1/2" Q W W
STANDARD NO. 7.02 ~J.JX TOP OF COVER Q W Q
-ALONG A VERTICAL WALL OVER THE EFFLUENT PIPE ~ F- LL
ALL LIFT HOLES WHICH COMPLETELY ~ _ = N I t ° ro
PENETRATE THE MANHOLE SHALL BE SECTION 4 DIA. FILLED WITH NON-SHRINKING GROUT N M M I
r (OR 5' DIA.1
A ° L A 2-3/4" ` N a ~
C~' O-RING OR BUTYL
RUBBER JOINT ~2 " BOTTOM OF COVER 3-3M" e ~ ~ i a.
c RISER UNIT
. r N o B 1 1o v4 1-vB W o W "
5„ 2, 4-3/8 2'~ 1/2" 4-3/8" lea`
5" RING ANO COVER WILL BE 2'a v4"
9 MACHINED AND WILL CONFORM
BASE UNIT Mj N, TO ASTM A48, CLASS 306.
Q IT N
BRICK 8 MORTAR INVERT i OR PRECAST INVERT . < ~ PIPE a < . MIN. AVG. WT. P W
MEETING SPECIFICATIONS a ENCAPSULATED STEEL STEP RING 190 ~ ~ covER 12o P L A N
6' J` ~ SECTION AA TOTAL 310
REVISIONS DATE DESCRIPTION REVISIONS W
DATE DESCRIPTION 1/87 MASTIC SEAL ADDED REVISIONS
6 BEDDING s/ss ADDITION r0 NOTES 6/96 NOTE 8 DIMENSION LINE DATE DESCRIPTION DETAIL CC
STD. No. SHEET 2 OF 3
STD. No.
7.01 STD. No. STANDARD MANHO
7.02 LE R I NG AND CO VER (TYPE 2 FOR OUTFACES l 7.03
',A,ttttllNflks/~,
i
THREADED HOLES - 4 ~ 90° /COUNTERSUNK MIN. 3/8" X 1- " WATER TIGHT PLU PROPERTY rI ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS LINE ~
4 1/2" X 1 3/4" STAINLESS STEEL (TYPE 3161 1/2 LAG BOLTS (WHERE THE WYE, BEND AND RISER MUST BE DUCTILE IRON1 z ~ Q ~t
HEX HEAD BOLTS. CONCRETE ENCASEMENT W/ LEAD SHIELD ANCHOR ~ AL 8
(3000 P.S.I. M[Xl (POSITION AS SHOWN) ~ 2'-1 t/a• (4 REQUIRED) IN PAVED AREA 3A 46 ~
° LANG BOLT 3/a' 1'-11 3/a" 3/a" CONCRETE ENCASEMENT S 10 FINISH CASEMENT Fh ~Q'~k/~~ GRADE , 9 GjN eo
(3000 P.S.I. MIXI . MIX) THREADED SIDEWALK 5 ea ti BRAS , ~b
1'-11 1/2' ~ ~ ' ~ . N FINISHED ~ d PAVED SURFACE S PLUG PAVEMENT N E. ,°J~~11 o_ FINISHED
TOP Of COVER POLYYINYI GASKET BETWEEN a w .a GRADE ~ COVER AND FRAME SEAT n . iD } ~ Z ~ GRADE g
. ~ e . ' . N 0" 0 . DUCTILE IRO SEE ENCASEMENT Z 1/8th BEND
~ ° ° \ ~ . . N ~ ~ ' PIPE DETAILS ~ M
= ~ ~ •a BASE a E ~ ° COURSE ' WYE v
A ' BASE MINIMUM GRADE OF 1 Ox DUCTILE IRO 1/16 OR 1/ WATER TIGHT
A N 24" MIN. ~ ~ ' 2-s/a ~ COMPACTED COURSE ~ BEND PLUG 1" 1/8th BEND
~-3/q' ~ ~ BACKFILL BOTTOM OF COVER , ~ STD. IN. COI~ACTED '
2° MANHOLE BACKFILL I COMPACTED SOIL LE MA
" ~ N DUCTILE IRON W E TAP TO BE MADE ON THE TOP QUARTER OF
~ ~ 1 ° ~ THE MAIN. IN LINE WYE IS THE PREFERED
7~2a ~ METHOD FOR SANITARY SEWER SERVICES.
2'-9 1/a' ° e ' I
NOTE:
STD. MANHOLE OPTIONAL CLEAN OUT SAN. SEWER SERVICES WHICH ARE 14 TO 20 FEET
N U RING AND COVE MIN. AVG. WT. '9 P ~ (FOR MELL MAINTAINED AREA1 DEEP SHALL REQUIRE BEDDING 1N ACCORDANCE WITH DETAIL 7.13 FOR FLEXIBLE P5HP61.ICES OVER
RING 1so ~ PLAN SECTION N THREADED 20' AND UNDER 3' DEEP SHALL REQUIRE D.I.P.
COVER 120 BRASS PLUG
TOTAL s1o PLAN ~ SECTION AA NOTES: F ~ GRADE I"'
W c 1. MANHOLE RING TO BE BOLTED A., SHOWN 4" THICKNES
W/ ROPE MASTIC SEAL BETWEEN rRAME REVISIONS DATE DESCRIPTION REVISIONS d SPACER. REVISIONS 3000 psi CONCRETE ~ ~ ~ 6°
DETA I L CC DATE DESCRIPTION 12/86 Botts SECT. 7.03 D.O.U. 10/86 DDITION OF 2. INSURE CONCRETE ENCASEMENT FJHMS DATE DESCRIPTION
11/88 THREADED HOLES M.H.D 1/8T ASTIC SEAL A ANCHOR BOLTS BOND AROUND LIP OF MANHOLE TOP. 1QJ1i 1TION ~ NDTE D.O.U 6 ~I 12/16 ITION OF NOTE O.O.U SIDE VIEW
DDED D.O.U 6/96 ADD1T10N TO NOTES SHEET 3 OF 3 6/96 DYER DIMENSION TOP VIEW 11/11 MAIN DEPTH M.H.D
STAN STD. No. DA 6/96 PIPE WTERiAI
RD MA NHOLE RIN G AN D COV ER STD. No.
(TYP 7.03 E3F OR AT R W E T IGH TM ANH LS E) STD. No. a.
7.05 7.10
PYC SADDLE PVC OR SPECIAL GASKET BY THE A.B.s. SADDLE CpPACTED BACK FILL W
PIPE MANUFACTURER WITH COMPACTED BACK FILL
SILICON SEALANT APPLIED ,
TO BOTH SIDES ~ ,C ~ i 2 Y
a a m m
SOLVENT CEYENi SEAL / 0 o DOUBLE UNDISTURBED VARIES
o STAINLESS STEEL Y TRENCH WALL p 0 BAND \ 5` , 5
0 0 ~ 0 0 ` SEWER MAIN o 0
FLOW o 0 0 0 / 0 0 0 \
0 0 0 0 \ 0 o SEWER WIN o Y W t ? a ,u r s
0 0 0 ~ 0 p ~ fLOlf 0 0 ~ t ~ t
0 0 \ INIrIu o BACKFILL ~ PIPE 0 0 \ T t W n, t ,y
2 STAINLESS STEEL BANDS o 0 ~ ` ~ t r
R I BBED PVC P I PE sPRING LINE EMBEDI~NT , OF PIPE MATERIAL • i + PIP t a
PVC AND ABS PIPE \ HAUNCIIING T 12 DIA 12" 1 LESS THAN 3'
HAUNCHING EMBEDMENT MATERIAL
OIP SADDLE ip ~ \ BEDDING ' " • d' '
SPECIAL GASKET BY THE PIPE MANUFACTURER WITH , ~ ~ , ~ , ~ BEDDING MINIMUM ° ' , 12"
SILICON SEALANT APPLIED / ~ /.l~ ' D.1. PlPE ~
TO BOTH SIDES NOTES; ~ ~ ;
" ~ a
SPECIAL BEDDING STANDARD BEDD1 1. PVC SOLVENT CEMENT SHALL ~ ~ ARD BEDDING F~
BE USED FOR PVC SADDLES. ° FOR 14' - ' FOR 3 TO 14 DE 20 DEPTHS NOTES; ° TO 14 DEPTHS D.I. PIPE W
2. ABS SOLVENT CEMENT SHALL o EMBEDMENT MATERIAL MUST BE C IAL MUST BE CLASS I
BE USED FOR ABS SADDLES. SEWER MAIN o 1N0. 67 OR NO. 78M WASHED ST FLOW o TBM WASHED STONE IS TYPICALLY USED(
3. TRUSS SADDLES SHALL BE USED ° ERIAL SHALL BE ° EMBEDMENT MAT [AL SHALL CROSS S CT BE COMPACTED TO A I O N
WITH TRUSS PIPE. o MINIMUM OF 90X STANDARD PROC END VIEW iTANOARD PROCTOR DENSITY FOR
° CLASS I MATERIAL.
REVISIONS 2 sralNLESS STEEL BANDS REFERENCE SECTION 7.01C FOR IN 7.01C FOR EMBEDMENT
DATE DESCRIPTION REVISIONS MATERIAL SPECIFICATIONS. 1a/es AODITIODI OF NOTE D.o.u. DATE DESCRIPTION (CATIONS. REVISIONS
DUCTILE I RON P I PE 6/96 ADDITION TO NOTES ALL SANITARY SEWER LINES LES DATE DESCRIPTION CONCRETE SHALL BE 3.000 P.S.I. VER LINES LESS THAN 3 FEET AND 11/86 CNAN6ED NOTE SSS CONCRETE ENCASEMENT NOT REQUIRED MIEN P[PE !S AT
OVER 20 FEET IN DEPTH MUST B DEPTH MUST BE D.I.P. 11/88 DIMENSION CREEK DEPTH MHO LEAST THREE (3> FEET UNDER aF CREEK BOTTOM.
STD. No.
STU. No.
BEDDING FOR - FLEXIBLE & S EMI RIGI 7.11 D SAN I TA RY SEWER STD. No. SEWER PIP E STA NDA RD 7 13 CON CRE
TE ENCAS EM EN TF OR STR EAM CR OSSIN G 7.14
PROJECT N0: AJO02 SHEET
DATE: 05-06-02
DRAWN: CEK
CHECKED: CEK D 2
SCALE NTS SHEET OF

CAP TO OF PIPE 6" PVC OR 8' NOTES: N d• N
8" PPC RISER WITH SLOTS VARIABLE AS DIRECTED BY THE ENGINEER ~NN~
1=~ SEE NOTE i EMBEDDED 18" 5, MN TARP - 1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT N iD N N ~f~00
-III- TOP ELEV OF STORM WATER AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET. O N ~
I I-1 _ I-1 I I-1 I .III ~ I, 2. SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL. U ~ ~
- 1 FL000 STORAGE ZONE ~ o I- MIN. 12-1 =1 ~ o ~ - _ °p° - ~ ~ TARP EXTENDS TO MIN. 10 GA. wNTERMEDIAI MIN. 12-1 /2 GA. X Z ~ ~ ~I INTERMEDIATE 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. O - ~ ~
IRES = ~oQ QSQ 'h` _ - TOE of BACK SLOPE LINE WIRE WIRES m = ~ ~
VIII T o"IJ" = SI T F CE ABR[ _ 3' SEDNIEN STORAGE ZONE Q i i -I o gSSIPATOR P IN iAL D T 5E ND OWW
i- o oOp I - ~ ( III RIP RAP 0_ -I -I X
_I__ _ _ _ _ _ _ _ _ _ _ _ - 4" PVC fN0 SLOTS)- - _ GRADE QWQ ' _ GRADE 2, ~ ~
-III; III-III-111 ;III-III-III-1 VIII-III-III-III-III-1I--11I ~1=ill- 1-= I-_ Ii =-I1-= I i=i~_ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ i i_i I I ,III-1 I I I I I_ I ;III-1 I1 ;III-1 l l ;III-1 I I ;III-1 I I ;III-1 I~_-I l I-1 11-= . MIN.
I I I I I I I '1=lil=lll,;,III~~~III~~~III: = WASTE MATERIAL-COMPACT, - SEED & MULCH AFTER
1.5' MAX. SEDB(ENT DEPTH •5 WASH£D STONE FkTER ~ 'i~_ V9R. CONSTRUCTION OF DITCH 2
TO TOP OF SLOTS ~ -I _ - , ~ _I - 10
- II- ~I
FRONT VIEW m
CROSS SECTION - ~qR. I D II - - ~ I-~ ~ - - - -
STEEL POST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = W
WOVEN W[RE FABRIC - - =1 W
SILT FENCE FABRIC
BAFFLE ITYPJ ~
EARTH BERM f 0 NOTE: ' ~ 1. DRAW DOWN R~ER SHALL 6" SCH 40 PVC WITH CLEMI-OUT Q : s FILL SLOPE
CAP AND SLOTS. SLOTS SHALL BE PLACEW/a" WIDE, 1" ON M e Z W FOR R CENTER RADIAL AROUND PIPE. VERTN:AL SAW CUTS 24" LONG. d4IE.e N ~ FENCE M FOR REPAIR OF SILT FENCE FAILURES. USE CROSS SECTIONAL VIEW
No. 5 2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH -USE SILT FENCE ONLY WHEN DRAINAGE AREA No. 5T WASHED STONE. W '
SPECFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING DOES NOT EXCEED 1/4 ACRE AND NEVER IN n GRADE FOR A FENCE TO AVAILABLE SUPPLY. IF MULTB'LE TARPS ARE TO BE USED AREAS OF CONCENTRATED FLOW CATCH FOR ANCHOR WHEN SILT FENCE IS PROTECTING
THEN TARPS SHALL BE LAPPED AT (EAST 12". THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP ° 6" MIN. COYER CATCH BASIN.
6. SHALL BE 50 MIL HEAVY DUTY SLVER TARPAULINS FOR U.V. Q OVER SKIRT 4t RESISTANCE. REVISIONS
N
DATE DESCRIPTION ANCH~i SKIRT AS 10/86 NOTE ADDITION S.S.S. DIRECTED BY ENGINEER #c REVISIONS
SEgMENT PIT 10/88 DEL.PLN.YIEM NOTE S.YIEM ND DATE DESCRIPTION
1/93 rmTE ADDITION SIDE VIEW
TARP 4/96 REVISE FENCE FABRIC CIM
TOP OF DAM STD. No. STD. No.
8" PVC WITH SLOTS TARP PROTECTKR( 1'- 8" DITCH AND BURY TARP EDGE (MM 12") - 4.01 4.16 ~~~ttuNlNq
WEiR LENGTH '~~AA~i
PERSPECTIVE VIEW y? f
ZO' MIN. NCDOT STANOARO 2'x 2' GRATE _ Q (SEE NOTE 5 FOR ORIENTATION OF GRATEI
y „ A 4 8 35 MIN. 8 4" 8
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE SEDIMENT ON SITE TO ENSURE CONSTRUCTION ~ENCE OR TREE PROTECTION FENCE UP 23046 g a CONSTRUCTION ENTRANCE IS USED. ? ~
FABRIC CUT MID FOLDED MORTAR i"
FABRIC FOLDED OVER THE HDRIZONTAL 2. IF CONSTRUCTION ON THE OVER P~RRONTAL FENCE POST THE MUD IS NOT REMOVED JCTION ON THE SITES ARE SUCH THAT eED ~ g~~~ 4 ~ i NOT REMOVED BY THE VEHICLE TRAVEL- v , • , • Shp E. 5~~~~ 1~6
2"-3" STONE TO BE USED 25' OR WIDTH OF ING OVER THE STONE TH fHE STONE, THEN THE TIRES OF THE w """"''1'~
HORIZONTAL POST EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET, VEHICLES MUST BE WASHE BUST BE WASHED BEFORE ENTERING THE CORBEL BRICK ~ ~
R A WAY PUBLIC ROAD. FENCE AND FABRIC 0 0 BALLAST) WHICHEVER IS BUSED N TRENCH TOP OF BAFFLE SHOULD BE 8" ~D. 1" PER COURSE ~ °D FOR 6 COURSE ~
HIGHER THAN THE BOTTOM OF GREATER. 3. IF A PROJECT CONTINUES \ THE SPILLWAY :CT CONTINUES TO PULL MUD AND DEBRIS
6°x6" TRENCH, "HOG WIRE AT AA;HED EXTRA POST W MKRX.E BOTTOM OF BAFfIE ON TO THE PUBLIC ROAD, BACKFILLED AND ~ TO POSTS WITH LE THS of FluENDC wi H°sol AREA AND INVOICE THE F PUBLIC ROAD, THE TOWN WILL CLEAN THE INVOICE THE FINANCIALLY RESPONSIBLE
PERSON AS INDICATED ON OF WKtE HORO:ONTAI METAL POST COMPACTED [N0ICATED ON THE FINANCIAL RESPONS-
vnRED SECURELY ro vERTK:AI I B I L I TY FORM. THE MIN I JRM. THE MINIMUM FEE THE TOWN OF CARP
PODS WILL CHARGE TO CLEAN T S)=CTION AT OPENING BAFFLE INSTN.LATKMJ -STEP 1 BMFLE BISTALLATKNi -STEP 2 FOR THE FIRST HOUR AND .E TO CLEAN THE STREETS WILL BE X300 ? ~ ~ ~ ,RST HOUR AND $200 FOR EACH HOUR o o
DIES: THEREAFTER. w ~ ~ ~ in c7 c~
i FENCE POST AT LEAST 18" NTO P L A N ~~No m M ~ ' Q
2WOOD POSTS ARE NOT ACCEPTABLE ~ I lr
3~E ~'HOGA WIRE:" APART TO ATTACH FABRIC Q ' J
46AFFLE SPACED AS PER APPROVED PLAN. 5:1
35' MIN. 15' MIN. NE PIPE 4„ j MIN. NEW CONSTRUCTIO
EXISTING ROADWA ro
CONCRETE v •
12" MIN. 7000 ~ = i P.S.I. ~ ~
6" MIN. ' 1 NOTES• '
1. EITHER SOL10 BRICK .SOLID BLOCK OR PRECAST CONCRETE MAY BE USED.
i~ i,
FABRIC UNDE" STONE SECTION 2. FOR 24" R.C.P. AND LARGER USE PIPE DIR. P " PLAN LUS 12 FOR MINIMUM INSIOE DIMENSION.
3. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS.
TST BERM SPILLWAY SEDIMENT WIDTH LENGTH WEIR REVISIONS REVISIONS 4. STANDARD STEPS REQUIRED Et 16" O.C. WHERE DEPTH EXCEEDS 3'.
HE ST DATE DESCRIPTION CROSS SECT I CN IGHT HEIGHT ORAGE LENGTH ATE DESCRIPTION nroe NOTE ADD[na( M.H.D. 5. WHERE STEPS ARE REQU[RED, USE ~ PRECAST CONCRETE SLAB
1 4.3 3.5 3.0 15 30 10 1o/Be sroNE TYPE M.H.D. 4/96 ADD NOTES G.M.A. 2 4.5 3.5 3.0 15 3D 1 D 4/96 ADD FILTER FABRIC G.M.A. SHALL BE USED AS TOP AND GRATE POSITIONED OVER STEPS.
3 4.5 3.5 3.0 10 20 10 6. YARD INLETS DEEPER THAN 10' SHALL REQUIRE DOUBLE WALLS.
4 4.5 3.5 3.0 15 30 10 STD. No. STD. No.
5 4.4 3.5 3.0 20 40 10 4.07
6 4.5 3.5 3.0 10 20 10 8.02
7 4.5 3.5 3.0 10 20 10 W
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5') ~ (5 FEET OR LESS NJ DEPTHI (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
STANDARD ME' • STANDARD METAL POSTS 2'-0" IN GROUND sraNDARo
. STEPS 16" REINFORCED ~ RENIFORCED ON CENTE 36° CONCRETE
GALVINIZEI HARDWARD I -GALVINIZED 36° 36 _ CONCRETE SLAB ~ HARDWARD WIRE s" 4B" ,
EXTENDS TI EXTENDS TO srAwARD srAraARD sa sTEPS >e"
TOP OF BOl TOP OF BOX STEPS ~ oN cENTE s° CENTER B" MIN.
.I. ~ ~ • 5:1 M
2' MIN L ' B"~ . • .1
o O \ L `-MN. B" WASHED B"~ \ B~~ ~ 4 `I8N.6" WASHED
. a - STONE BEDDING STONE BEDDING
0 ao ~ FRAME, GRATE & HOOD FRAME, GRATE & HOOD `MIN. 6" WASHED PER D.O.T. STD.840.03C PER D.O.T. STD.840.03C FRAME, GRATE & HOOD STONE BEDDHJG
STEEP CUT OR FILL SLOP ~ $ PER D.O.T. STD. 840.03C
n " . REINFORCED
. p~ o -L~ 0 0 • CONCRETE SL REINFORCED
2=1 SLOPE (MAXI 0 ° O 26" -26" CONCRETE SLAB . OT TO EXCEED 5'
-b ~ . ~ fWN 48 B,. OVER 20'
0 0 -STABILIZE DIVERSKNJ DITCH ~ B„ FROM 5' TO 20' MIN. W
WITH TEMPORARY SEEDWG ~ o CROSS SECTION MD EROSION CONTROL = MIN. 6' M7N. ~ ~ MIN. B" WASHED L '
NETTING ~j~,oaOCb ~ o.,~ ~ STONE BEDDNG ' . ~ ' 6"~
- , . B 8 ~
t CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST ~ MIN.6 WASHED W CONCRETE CATCH BASHJS. STONE BEDDNG \
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE 41STALL `MIN. 6" WASHED
# 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX TO DEPTHS CERTIFED AS ACCEPTABLE BY THE SLAB DETAIL SLAB DETAIL STONE BEDDNc A HEIGHT MANUFACTURER. ~
F BOX 3. RAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE B., SLAB THICKNESS AND ~ ~ BASIS. REINFORCEMENT FOR B" SLAB THICKNESS AND ~
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. REVISIONS z DATE DESCRIPTION REVISIONS BO" SOIL AND TRAFFIC 36" REINFORCEMENT FOR V
DATE DESCRIPTION 2s° LOADII~ BY AN 72" 26„ SOIL AND TRAFFIC ENGINEER LOADING BY AN
N ENGIEER ---6a'
SIDE SLOPES ~ 1--7T"-) SHEET 2 OF 2
2 ~ t (MAX.? STD. No. STD. No. W
4.14 8.03
~ ~ ~
STEEP CUT OR FILL SLOPE
REVISIONS DATE DESCRIPTION
V93 NOTE ADDITION G.M.
PLAN VIEW PROJECT N0: AJ002 SHEET
DATE 7-11-02
STD. No. DRAWN: CEK
DIVERSION DITCH 4.09 CHECKED: CEK D 3
SCALE NTS SHEET OF

' Nd~N
~ N N ~
SEE PLANS Ft =PLANS FOR LO ATI N c0 N N C ON ~~oo
AND DIMENSI~ ON ~ DIMENSIONS ~ 0D 00 ~
U~~ T r ~
P ~ Ct ~ ~ XZ p . of of 0
~ ~ ~ m=rnrn c~
\ 5n-0° / ~ oww
RIGHT QF WAY aQWx Q
\ I ~ I ~ ~~w
N \ I / ~ ~ A
~ 1 I
~ SO 1 6-0" 22'-0" 6'-0" 5-0 ' ~ SHOULDER PAVEMENT SHOULDER DITCH
I ( I
P o"IFT i o•/FT I 1"!FT i"/FT
I M~. 3? 2
1 z~ M~ ~ ~ I A LINEAR LS
\ I 1.5 S-9.5A W USE AT PIPES 2 & 4 W
/ ( 8"CAB \ C & ROADWAYDITCMES
\ ~ RADIAL LS AS INDICATED ON PLANS -
\ USE AT PIPE S6&9 LOCAL RESIDENTIAL ROAD TYPICAL SECTION
5• R 3S, USE ON
2 ~ ~ HENDERSON ROAD BERM 1' BERM
OPTIMIST RIDGE ROAD A T! W BERM ELEV ON
6" 6°
FLOW •1
3' 6.•>
NATURAL GROUND
1s' ~L PERMANENT SOIL
-0"
wGHrQFWAr REINFORCEMENT MATTING TT1NG
I
50 RW (PSRM)
I SECT SECTION A A ~~,,,~?!!!!!ll,;,,r
B'-0• z2' o" s-o s-0" ~ P' i
I SHOULDER PAVEMENT SHOUIDER DITCH 0 4 , a Foss
~Q
rlFr o•iFr I o•iFr riFr 1 M~;. ~~aas
3y Z: Z~ trl~ I F
~ I 1.5" S-9.5A i oo a
~ I „ sl.z5' s-0• 5'-0° a-0• 8 CABC ~~jr ~ ~ a\a 'L rr~~ ~aa rr, N E• ~.G
I PAVEMENT SHOULDER DITCH hhmn'~s~In
I
I SLOPEASREQUIRED i.~ ~ ~,x RESIDENTIAL COLLECTOR ROAD TYPICAL SECTION
S.~ 2:1 USE ON:
1.5" S-9.5A BLUE NEEDLE LANE
TRfBUTARY ROAD
8"CABC ALPHAWOOD DRNE
SECTION A-A
I
i
?r
W W
20' I
cL
h I
I
I
70' ~
I
so' b
NOTE: s ' W 'A
~ / `o
FOR PIPES 7 & 2 USE NCDOT STD. L DOT STD. 838.11 ~ ~ 1-
FOR PIPE 3 USE NCDOT STD. 838. 10 I 'STD. 838.01 RW - ~
- -
70'X 10' SIGHT TRIANGLE ~ 70'X 10' SIGHT TRIANGLE EP I ~
I
? P P 2 I OR L m L ~ m ~
7 r? ?r n f n
4 -4 - EP EP
n r n r ?r 2 - f ?r r ?i A ~ -
1 2 -4 7 RW -----------------------------------RW
NOTE: n r ?r r n 3 - - 2- 36 58 6 D 6f fl f ?1 11 D 2- 8 50
STANDARD TURN AROUND SHALL BE USED AT
N
THE END OF TRIBUTARY ROAD AND TRUELOVE LANE. J
a W
1 RIP RAPfSEE SECT[ 1N Orl
f (pd\
f
R[P EADI~ALL \

/ ~'Ol ///I~Ifllllll1 >t6 0 S . 1' TN1CK % S' NIfW NiN.
~~A6E AREA
VAR 6' 0" ~ ~ $0 50
PAVEMENT SHOULDER
PERSPECTIVE VIEW WIDTH WIDTH NO SCALE
"/FT 2 AREAS TO ~ DiSTURSED SEDIN:NT STORAGE PIPE INVERT QRAVEL d RIP RAP F[LTER BFAN OAS[N DETAIL A ~ II / FT (CUT. FILL. ETC. FLOOD STORAGE 201E RW RAP NEADNALL [S DESIGNED TO PROTECT EXISTING PIPE INVERTS 1 /Y"/ FT 1/T I1 / FT
\ ~ TNAT DRAIN /0 ACRES OR LESS. Y
NATURAL ~ 3' ORDINq ll
-1 /FT -2 7/4 /FT
CLASS 1 RIP-RAP
Y[NIMUY ACCEPTABLE LM MASHED STONE I ` /F UNLESS OTHEWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) T
NOTED.
REVISIONS DATE DESCRIPTION SECTION THRU BASIN. FILTER AND CULVERT PIPE
NO SCALE 6-01'
PROJECT N0: AJ002 SHEET
(EXISTING PIPE INVERTS) STD. No. DATE: 05-06-02
GRAVEL & RIP RAP FILTER BERM BASIN 4.04 DRAWN: CEK D=4
CHECKED: CEK
SCALE: NTS SHEET OF