20181414 Ver 1_Design-Maps-Site Plans_20181018

DA POST-A
SCM 2 =15.99 AC
SCM 2 BYPASS = 8.45 AC
DA POST-B
SCM 1 = 27.95 AC
SCM 1 BYPASS = 24.12 AC
DA POST-B
SCM 3 = 18.76 AC
SCM 3 BYPASS = 20.90 AC
DA POST-C
SCM 7 = 10.02 AC
SCM 7 BYPASS = 18.52 AC
DA POST-C
SCM 5 = 6.17 AC
SCM 5 BYPASS = 10.02 AC
DA POST-C
SCM 4 = 31.26 AC
SCM 4 BYPASS = 21.15 AC
DA POST-D
SCM 6 = 14.50 AC
SCM 6 BYPASS = 43.91 AC
DA POST-D
SCM 8 = 24.11 AC
SCM 8 BYPASS = 13.91 AC
DA POST-D
SCM 9 = 14.97 AC
SCM 9 BYPASS = 17.41 AC
100' (E)
SHEET FLOW
1400' (E)
SHALLOW
CONCENTRATED FLOW
583' (E)
CHANNEL FLOW
DA POST-E
BYPASS = 18.82 AC
(A / SCM2 BYPASS) 100'
SHEET FLOW
(A / SCM2 BYPASS) 606'
SHALLOW
CONCENTRATED FLOW
(A / SCM2 BYPASS) 1445'
CHANNEL FLOW
(B / SCM 1 BYPASS) 495'
CHANNEL FLOW
(B / SCM 1 BYPASS) 1438'
SHALLOW
CONCENTRATED FLOW
(B / SCM 3 BYPASS) 1071'
SHALLOW
CONCENTRATED FLOW
(B / SCM 1 BYPASS) 100'
SHEET FLOW
(C / SCM 7 BYPASS) 100'
SHEET FLOW
(C / SCM 7 BYPASS) 1449'
SHALLOW
CONCENTRATED FLOW
(D / SCM 6 BYPASS) 100'
SHEET FLOW
(D / SCM 6 BYPASS) 1641'
SHALLOW
CONCENTRATED FLOW
(D / SCM 6 BYPASS) 1200'
CHANNEL FLOW
(C / SCM 5 BYPASS) 1814'
SHALLOW
CONCENTRATED FLOW
(C / SCM 5 BYPASS) 100'
SHEET FLOW
(C / SCM 4 BYPASS) 100'
SHEET FLOW
(C / SCM 4 BYPASS) 1075'
SHALLOW
CONCENTRATED FLOW (C / SCM 4 BYPASS) 160'
CHANNEL FLOW
(D / SCM 8 BYPASS) 1160'
SHALLOW
CONCENTRATED FLOW
(D / SCM 8 BYPASS) 1231'
CHANNEL FLOW
(D / SCM 9 BYPASS) 100'
SHEET FLOW
(D / SCM 9 BYPASS) 71'
SHALLOW
CONCENTRATED FLOW
(D / SCM 9 BYPASS) 1555'
CHANNEL FLOW
(C / SCM 5 BYPASS) 200'
CHANNEL FLOW
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652R:\331\40697-Purfoy_South\Calc\Stm\SIA\DWG Areas\Exhibit for Streams _ Areas (Post).dwg | Plotted by David HojsanPURFOY SOUTH PHASES 1-12FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA40697
331
331
J.CHANDLERFOR REVIEWONLY331
09/11/2018
POST-DEVELOPMENT DRAINAGE AREA MAPNAD 830 500'
SCALE 1"=250'
250'
LINE TABLELINEL2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21BEARINGN89°55'47"EN15°58'15"WN3°51'03"EN16°06'07"EN69°40'14"WN27°38'15"WN0°14'42"EN12°16'02"WN1°48'37"WN87°11'57"WN0°37'32"EN30°37'41"WN14°33'57"WN57°56'52"EN24°53'51"EN12°29'01"WN21°08'56"EN7°55'48"WN87°05'30"WN51°36'56"WLENGTH8.61'48.14'29.71'28.68'11.50'32.40'28.46'34.97'20.43'25.13'16.74'41.51'19.79'17.08'11.46'33.02'10.54'9.19'13.87'19.53'LINE TABLELINEL22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41BEARINGN26°19'17"EN74°17'33"WN57°40'22"WN3°06'56"EN63°46'03"EN24°19'58"EN1°42'46"EN47°18'48"EN12°05'23"EN24°43'10"WN54°23'27"EN23°33'41"EN67°38'36"EN24°18'04"EN19°14'55"WN52°06'27"WN4°27'09"WN48°33'13"WN2°05'47"EN31°04'44"WLENGTH16.74'23.52'15.97'29.01'12.20'22.23'12.62'13.26'14.69'36.35'25.98'24.92'33.13'41.85'38.81'11.80'19.18'18.65'25.28'23.59'LINE TABLELINEL42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60L61BEARINGN7°01'49"WN35°26'40"WN67°17'31"WS86°22'40"WN42°26'21"WS85°07'05"WN45°00'00"WN23°04'33"WN66°11'04"WN51°53'47"WN18°52'14"WS10°05'19"WS10°45'43"WS12°51'02"WS15°19'05"WS16°43'53"WS16°37'15"WS16°03'34"WS16°05'41"WS15°47'19"WLENGTH22.88'20.44'11.71'10.22'39.91'14.09'12.42'31.08'63.31'58.90'8.67'197.08'222.01'124.35'178.55'207.53'171.51'179.48'250.69'192.22'LINE TABLELINEL62L63L64L65L66L67L68L69L70L71L72L73L74L75L76L77L78BEARINGS15°36'54"WS15°52'13"WS15°03'13"WS14°15'29"WS10°03'08"WS10°45'43"WS12°51'02"WS15°19'05"WS16°43'53"WS16°37'15"WS16°03'34"WS16°05'41"WS15°47'19"WS15°36'54"WS15°52'13"WS15°03'13"WS14°15'29"WLENGTH163.61'282.34'113.18'39.26'188.27'220.53'121.97'176.51'206.85'171.86'179.77'250.81'192.47'163.57'282.63'114.03'53.42'PURFOY RO
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DTO BE REMOVEDTO BE REMOVEDDEMOGRAVEL ROADTO BE REMOVED PROPERTY LINE
TO BE REMOVEDDEMOW
TWTTTCTTTN/FLADOSCA B. DICKENSPIN: 0666-21-5041ESTATE FILE 295 PG 00-EDB 8117 PG 2311BM 1992 PG 831N/FANGIER ROADINVESTORS, LLCPIN: 0665-39-9098DB 16241 PG 530BM 2015 PG 1978N/FJENNIFER LEIGH WALTERSPIN: 0665-37-7006DB 14630 PG 1732N/FNANCY B. JOHNSTON, et alPIN: 0665-57-8802DB 16787 PG 1046N/FMARY J. FLORA &JOHN J. MOONEYDB 13907 PG 1414BM 2006 PG 110PIN: 0675-09-18861" IPFAXLE W/2" IPF WITNESS1" IPF1" IRFAXLE1/2" IRF1/2" IRF1/2" IRFAXLE1" IPF1" IPF1/2" IPFDISTURBEDAXLE2" IPF12.5' FROM CL OF CREEKCENTERLINE OFKENNIS CREEK ISPROPERTY LINEFLAGGEDPINE STUMPAXLE3/4" IPFAPPROXIMATE LOCATION OFNCDOT CLAIMED RIGHT OF WAY(NO DEDICATION INSTRUMENTFOUND OR PROVIDED)20' WATERLINEEASEMENTDB 13167 PG 2662BM 2008 PG 948-954N/FROSEMARY M. HOLLANDPIN: 0665-89-9420DB 2000 PG 588 (BACK DEED)BM 1911 PG 352,591,584 SF / 59.495 ACN/FAKINS LLCPIN: 0666-70-5143DB 8574 PG 1302BM 1989 PG 1015324,998 SF / 7.461 ACN/FADCOCK FAMILY LPPIN: 0665-59-7186DB 6377 PG 8442BM 1911 PG 357,200,017 SF / 165.290 AC TOTAL4,578,152 SF / 105.100 AC WEST OF PURFOY ROAD2,482,518 SF / 56.991 AC EAST OF PURFOY ROAD139,347 SF / 3.199 AC WITHIN R/WN/FADCOCK FAMILY LPPIN: 0665-59-7186DB 6377 PG 8442BM 1911 PG 357,200,017 SF / 165.290 AC TOTAL4,578,152 SF / 105.100 AC WEST OF PURFOY ROAD2,482,518 SF / 56.991 AC EAST OF PURFOY ROAD139,347 SF / 3.199 AC WITHIN R/WWOODENBUILDINGBARNBARNWOODENBUILDINGWOODENBUILDING1 STORYHOUSEN/FRUDOLPH BRAXTON MCLEANPIN: 0665-98-2183DB 1539 PG 548 (BACK DEED)2,849,876 SF / 65.424 ACN/FWILLIAM B. & KRISTY L. HOLLANDPIN: 0675085333DB 4423 PG 388BM 1951 PG 10S87°34'17"E1392.32'S87°34'17"E302.00'S2°56'43"W
186.88'
S2°56'43"W
152.56'S3°44'11"W
574.64'N87°37'54"W52.93'N88°08'36"W2177.26'N88°07'52"W35.10'S1°21'31"W
885.49'S80°43'49"E142.03'S1°42'21"W
904.00'S87°37'20"E268.69'S11°49'
4
8
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438.94'S87°27'31"E741.65'S87°56'15"E65.71'S87°42'51"E2258.29'N88°38'40"W66.78'N88°42'45"W1707.86'N0°33'41"E232.85'N0°28'59"E1444.53'N2°12'27"E619.21'S88°42'09"E711.74'S88°20'25"E886.76'S88°20'25"E701.97'L2L3 L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52MARY J. FLORA &JOHN J. MOONEYPIN: 0675-09-0962GEORGE E. BOYLES &ELISABETH BOYLESPIN: 0665-99-8993JOHN WILLIS LONG& RACHEL M. LONGPIN: 0665-99-7944MICHAEL POEHLMAN &JULIE S. POEHLMANPIN: 0665-99-6914MARY ELLENKELLY-CRAPSE ANDRICHARD WILLIAMPIN: 0665-99-4974ROBERT TAYLORRIDDICK & DANIELLECARROL CEBAKPIN: 0665-99-3935JAMES R. MCDANIELAND JOANNE V.MCDANIELPIN: 0665-99-1995STEPHEN P.KEARCHERPIN: 0665-99-0947PAPE JOINT TRUSTPIN: 0665-89-7938AKINS LLCPIN: 0666-80-5005PAULA JEANGALWITHPIN: 0666-80-1183MICHAEL G.WORTHENPIN: 0666-80-1412STEPHEN L.SAMPSON ANDGRACE D. SAMPSONPIN: 0666-80-0518MOHAMED E. KANDILAND MARIE A.KANDILPIN: 0666-70-6504STEPHEN E.WOODS & ROBINELIZABETH T.WOODSPIN: 0666-70-3409MELVIN G.JR. PAYNE &SHIRLEY F.PAYNEPIN:0666-70-1512AMBER RIDGECOMMUNITY ASSN INC.PIN: 0666-60-9526TELEPHIUSPRICE &SHAWANAPRICEPIN: 066-60-7493MATTHEW E.WATTENBURGERAND JORDAN R.WATTENBURGERPIN: 0666-60-6457JOSEPH T. BREIER& PAMELA BREIERPIN: 0666-60-5545AYANNAHOPE-GREENE &TRIM GREENEPIN: 0666-60-4580CALATLANTICGROUP, INC.PIN: 0666-60-3468CHARLES HENRY IIIYARLEY & MARIAGRACE YARLEYPIN: 0666-60-2427JASON SMITH &DEIDRA L. SMITHPIN: 0666-60-1437JASON N. FARMERPIN: 0666-60-0468ASHUNTE ROSARIO& FABIO ROSARIOPIN: 0666-50-9489RAYMOND IIIBRUNETPIN: 0666-50-8580WENDELL C.GENTRY AND MISTYD. GENTRYPIN: 0666-50-7561TYLER SEWARD ANDNICOLE SEWARDPIN: 0666-50-6561CHAD D. SHAW &KRISTIN E. SHAWPIN: 0666-50-5580JASON P. STOTTAND KARI A. STOTTPIN: 0666-50-5409DAVEY H. SCHAFFER &HEATHER ANNESCHAFFERPIN: 0666-50-4429MICHAEL L.OVENTAL &TERESA OVENTALPIN: 0666-50-3449JOHN W. GOODWIN& VICKIE GOODWINPIN: 0666-50-2469RONALDNATHANIEL GUIONPIN: 0666-50-1580MARC STUART KURTZ& SERRI A. KURTZPIN: 0666-50-0581CHARLES ANDREWSYLIVANT & JENNYREBECCA SYLIVANTPIN: 0666-40-9598CYNTHIA L. HALL &HOWARD P. HALLPIN: 0666-40-5870MICHAEL WATT &BRITT WATTPIN: 0666-40-7555RICHARD J. CECICHAND JUDITH CECICHPIN: 0675-09-2770CHARLES R. LEEAND DELAINE E. LEEPIN: 0675-09-2982RICHARD DEANPIN: 0675-09-3427IOM DEVELOPMENTS, INC.PIN: 0675-09-2363IOM DEVELOPMENTS.INC.PIN: 0675-08-2906DAVID S.HOLLINGER &NAREN C.HOLLINGERPIN: 0675-08-4872ANNA BRITTONMILLANPIN: 0675-08-4698WAVERLYDEVELOPMENTCORPORATIONPIN: 0665-87-6617MYRON SCOTTYODER & KARENLOUISE YODERPIN: 0665-87-1941DAVID A. CUTLER& KAREN A.KUTLERPIN: 0665-77-7888JAMES .BELCASTRO &BONITA ROWANBELCASTROPIN: 0665-77-4953JAMES R. LEAVITTPIN: 0665-77-2965BARRY M.JONES &KAREN J.JONESPIN:0665-77-1916RALPH L.RIDEOUT JR. &JANET L.RIDEOUTPIN:0665-67-9937JOHN R.PATTISON &KATHLEEN K.PATTISONPIN:0665-67-7958JOHN J.HYDERPIN:0665-67-6972ALAN J.INGERSOLL& GAIL B.INGERSOLLPIN:0665-67-4969EXISTING PONDTO REMAINEXISTING PONDTO REMAINEXISTINGPONDTO REMAINEXISTINGPONDWHITE STAR DRBALKAN RDRED SKELTON DROLDE WAVERLY WAYAMBER RIDGEDEVELOPMENTPH 1HOLLAND HILLSSUBDIVISION PH111HOLLAND HILLSSUBDIVISION PH1HOLLAND HILLSSUBDIVISION PH2100' POWER LINEEASEMENT TO CP&LDB 1958 PG 438DB 2448 PG 397DB 2513 PG 8OLD WAVERLYSUBDIVISION - PH 1L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64L65
L66
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L72
L73
L74
L75L76L77L78
EXISTINGPONDCONTROL CORNER:2064651.04' E658156.94' N70' POWER LINEEASEMENT TO CP&LDB 1958 PG 438DB 2448 PG 397DB 2513 PG 8WETLANDWETLANDWETLANDWETLAND40' HERITAGETREE BUFFER40' HERITAGETREE BUFFER40' HER
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TREE BUFFER30' HERITAGETREE BUFFER40' HERITAGETREE BUFFER30' HERITAGETREE BUFFER30' HERITAGETREE BUFFER 30' HERITAGETREE BUFFER
EXISTING FIREHYDRANT TO BERELOCATEDEXISTING FIREHYDRANT TOBE RELOCATED1" = 200'NAD 830SCALE 1"=200'400'200'NOTES:1.BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED APRIL 23, 2018.2.TOPOGRAPHIC INFORMATION TAKEN FROM GIS DATED APRIL 2018.3.WETLAND AND STREAM DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTSDATED JUNE 21, 2017 & FEBRUARY 22, 2018.4.FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED NOVEMBER 2016.5.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP#3720067500K AND 3720066500K, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.6.NO HERITAGE TREES FOUND FROM SURVEY COMPLETED BY TIMMONS GROUP DATEDAPRIL 13, 2018.PROPERTY LINEPOWER LINE EASEMENTEXISTING WETLANDSFLOOD HAZARD SOILSLEGENDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
R:\331\40697-Purfoy_South\Calc\Wetland Impact\40697-C1.0-EXST ph1.dwg | Plotted by David Hojsan
PURFOY SOUTH PHASES 1-12
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA40697 331331J.CHANDLERFOR REVIEWONLY
33109/11/2018AOVERALL EXISTING CONDITIONS PHASE 1
LINE TABLELINEL1L79L80L81L82L83L84L85L86L87L88L89L90L91L92L93L94L95L96L97BEARINGS5°39'38"EN87°37'31"WS20°17'55"WS25°47'58"ES69°47'03"WS10°37'26"WS35°39'25"WS22°04'06"ES11°53'57"WN3°42'07"EN2°13'10"WN2°08'26"WS88°01'23"ES14°34'03"WN87°58'02"WS87°57'28"ES6°13'00"ES87°08'46"WN81°35'47"WN2°04'59"ELENGTH78.45'81.23'132.66'82.74'79.61'37.74'41.23'98.26'33.40'59.95'161.40'49.24'79.69'61.48'198.71'190.07'205.45'190.80'265.84'59.89'LINE TABLELINEL100L101L102L103L104L105L106L107L108L109L110L111L112L113L115L116L117L118L119L120BEARINGS24°52'30"WS25°13'25"WS24°51'27"WS25°13'43"WS14°50'04"WS36°35'26"WN72°54'28"WN38°58'42"WS10°09'14"WN86°10'34"WS5°24'13"WS3°36'41"WN89°28'44"EN3°19'42"ES86°29'08"ES86°29'08"ES86°29'08"ES86°29'08"EN89°55'47"EN15°58'15"WLENGTH38.33'62.60'81.89'37.11'69.98'204.42'54.15'73.09'112.54'19.98'53.98'78.55'218.52'32.31'152.28'50.05'134.25'167.60'8.61'48.14'LINE TABLELINEL121L122L123L124L125L126L127L128L129L130L131L132L133L134L135L136L137L138L139L140BEARINGN16°06'07"EN69°40'14"WN0°14'42"EN1°48'37"WN87°11'57"WN14°33'57"WN24°53'51"EN7°55'48"WN87°05'30"WN51°36'56"WN74°17'33"WN57°40'22"WN1°42'46"EN12°05'23"EN24°43'10"WN23°33'41"EN24°18'04"EN19°14'55"WN4°27'09"WN2°05'47"ELENGTH28.68'11.50'28.46'20.43'25.13'19.79'11.46'9.19'13.87'19.53'23.52'15.97'12.62'14.69'36.35'24.92'41.85'38.81'19.18'25.28'LINE TABLELINEL141L142L143L144L145L146L147L148L149L150L151L152L153L154L155L156L157L158L159L160BEARINGN7°01'49"WN67°17'31"WN42°26'21"WN45°00'00"WN3°51'03"EN27°38'15"WN12°16'02"WN0°37'32"EN30°37'41"WN57°56'52"EN12°29'01"WN21°08'56"EN26°19'17"EN3°06'56"EN63°46'03"EN24°19'58"EN47°18'48"EN54°23'27"EN67°38'36"EN52°06'27"WLENGTH22.88'11.71'39.91'12.42'29.71'32.40'34.97'16.74'41.51'17.08'33.02'10.54'16.74'29.01'12.20'22.23'13.26'25.98'33.13'11.80'LINE TABLELINEL161L162L163L164L165L166L167L168L169L170L171L172L173L174L179L184L189L190L191BEARINGN48°33'13"WN31°04'44"WN35°26'40"WS86°22'40"WS85°07'05"WN23°04'33"WN66°11'04"WN51°53'47"WN18°52'14"WN88°07'52"WS51°14'37"EN8°45'28"ES87°37'20"ES36°35'26"WS71°27'03"ES43°35'59"WN86°11'11"WN78°07'00"WS86°21'32"ELENGTH18.65'23.59'20.44'10.22'14.09'31.08'63.31'58.90'8.67'35.10'83.88'49.65'268.69'204.42'251.94'229.36'137.80'101.41'662.89'S87°41'48"E219.70'WTWTWTTTTTTCTTTTN/FAKINS, LLC.BM 13794 PG 1768PIN: 0665-97-4128N/FAKINSPROPERTIES, LLC.PIN: 0675-26-1822DB 13119 PG 2699BM 1986 PG 1099N/FPRENTICE G. &STEPHANIE L.MCLEANPIN:0675-26-3834DB 16904 PG2492N/FALESSANDRO &TANYA M. BIANCOPIN: 0675-27-7785DB 16667 PG 561BM 2016 PG 361N/FSHIRLEY JOBAIRDPIN: 0675-27-8972DB 4976 PG 589BM 2016 PG 361N/FPEGGY SUTTONWALTERSPIN: 0675-28-8371DB 8568 PG 1614N/FRONALD W. &GYPSIE D. OLIVEPIN: 0675-28-5399DB 8781 PG 2187BM 2001 PG 32N/FCSX TRANSPORTATIONDB 4025 PG 659BM 2000 PG 810N/FRONALD W. &GYPSIE D. OLIVEPIN:0675-18-9418DB 16022 PG 567BM 2015 PG 1720N/FRACHEL S.TURNERPIN:0675-26-1822DB 3229PG 262N/FDOROTHY ADCOCK MAYS TRUSTEEPIN: 0665-85-3753DB 14378 PG 26553,717,780 SF / 85.348 ACN/FAKINS LLCPIN: 0665-96-8722DB 11032 PG 2367836,949 SF / 19.214 ACN/FKAREN Z. TIDWELLPIN: 0675-17-2458DB 15284 PG 246 (BACK DEED)1,503,135 SF / 34.507 ACN/FKATHIE L. RUSSELL, TRUSTEETHE ANS TRUSTPIN: 0675-27-1608DB 15463 PG 12421,135,918 SF / 26.077 ACN/FAKINS LLCPIN: 0666-70-5143DB 8574 PG 1302BM 1989 PG 1015324,998 SF / 7.461 ACN/FRUDOLPH BRAXTON MCLEANPIN: 0665-98-2183DB 1539 PG 548 (BACK DEED)2,849,876 SF / 65.424 ACCEMETARYJODY B. PAXTON ANDSUSAN F. PAXTONPIN: 0675-08-7447IOM DEVELOPMENTS,INC. PIN: 0675-08-9443BRIAN KEITH WADEPIN: 0675-18-1372JULIE L. PFEIFFERPIN: 0675-18-4341IOM DEVELOPMENTS,INC. PIN: 0675-18-5659WILLIAMBANISTER &JANETBANISTERPIN:0675-26-1585ALICE C.BECKPIN:0675-26-0546MICHAEL P.FEELEY &CAROLANNF.FEELEYPIN:0675-16-8596KENNETH J.LORKIEWICZ &PATRICIALORKIEWICZPIN:0675-16-7546VINCENT A.DISENA & KELLYG. DISENAPIN: 0675-16-5566BRANDON HILL &JENNA E. HILLPIN: 067516-3683CHRISTOPHER MAHON &SUSAN HARDIN MAHONPIN: 0675-16-1686PIN: 0675-06-9699MEREDITHHIGHSMITHPIN: 0675-06-5669NICKY R. HARRELL &LORILEE J. HARELLPIN: 0675-06-5462THOMAS VANTRUELOVE, TRUELOVEENTERPRISES LLCPIN: 0675-15-2846RUSSELL P.MILETTE &DEBRA J.MILETTETRUSTEEPIN: 0665-96-2438RICHARD N. JR.WHITE & ANNETTE L.WHITEPIN: 0665-96-2715EXISTING PONDTO REMAINEXISTINGPONDWHITE STAR DRBALKAN RDRED SKELTON DR
BALKAN RDBARBERRY

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HWY 55 PURFOY ROADOLDE WAVERLY WAYHOLLAND HILLSSUBDIVISION PH1HOLLAND HILLSSUBDIVISION PH2100' POWER LINEEASEMENT TO CP&LDB 1958 PG 438DB 2448 PG 397DB 2513 PG 8EXISTINGLAKEEXISTINGPONDN/FKATHIE L.RUSSELLPIN: 0675-27-5371DB 15463 PG1242EXISTINGPONDEXISTINGPONDKI
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R
OVERHEAD CTGALEGA DRCONTROL CORNER:2070030.59' E656202.53' NS4°22'16"W
295.64'S41°24'32"E415.29'S88°59'17"E306.00'S86°28'43"E972.79'L113L111L109L108C1L105C2L104L179
L110L107L102L103L101L100S2
5
°
5
4
'
4
2
"
W
50
4
.
0
1
'N10°06'46"W560.00'L106S9°57'21"E559.13'L96L1L95L94N87°55'41"W410.55'L84L85L83L82L81L80L79L1
8
4L86L87N2°05'49"W
349.29'L88L89N6
1
°
2
5
'
2
6
"E
2
9
3
.
7
6
'
C3 N3°48'18"E
320.75'N86°11'39"W196.94'L189L190L191S9°07'50"
W
231.62'S20°12'10"E253.28'S78°06'56"E397.17'N88°05'17"W913.98'N87°58'02"W447.41'L92L93L91L90L97L112S86°29'08"E476.31'L116L117L118S3°04'00"W
402.61'N89°00'43"E417.96'N0°59'17"W
430.45'S87°34'17"E1392.32'L119L120
L121L122L123L124L125L126L127L128L129L130L131L132L133L134L135L136L137L138L139L140L141L142L143L144L145L146L147L148L149L150L151L152L153L154L155L156L157L158L159L160L161L162L163L164L165L166L167L168L169L170L173S11°49'48"W438.94'S87°27'31"E741.65'S13°17'31"E222.20'S13°09'31"E229.92'L172S87°42'17"E559.00'L171L17480' EASEMENT TO CP&LDB 2448 PG 397DB 2513 PG 8PAULA JEANGALWITHPIN: 0666-80-1183MICHAEL G.WORTHENPIN: 0666-80-1412STEPHEN L.SAMPSON & GRACED. SAMPSONPIN: 0666-80-0518MOHAMED E. KANDIL& MARIE A. KANDILPIN: 0666-70-6504STEPHEN E.WOODS & ROBINELIZABETH T.WOODSPIN: 0666-70-3409MELVIN JR.PAYNE &SHIRLEYPAYNEPIN:0666-70-1512N/FROSEMARY M. HOLLANDPIN: 0665-89-9420DB 2000 PG 588 (BACK DEED)BM 1911 PG 35N/FADCOCK FAMILY LPPIN: 0665-59-7186DB 6377 PG 8442BM 1911 PG 35TO BE REMOVEDTO BE REMOVED PROPERTY LINE
TO BE REMOVED WELL TO BEABANDONED PROPERTY LINE
TO BE REMOVED
PROPERTY LINE
TO BE REMOVED PROPERTY LINETO BE REMOVED PROPERTY LINETO BE REMOVEDCP&L 85' POWERLINE EASEMENTDB 1958 PG 438DB 2448 PG 397DB 2513 PG 8CURVE TABLECURVEC1C2C3RADIUS102.19'178.92'255.00'LENGTH159.50'67.52'144.01'TANGENT101.17'34.17'73.98'DELTA89°25'36"21°37'23"32°21'24"CHORD BEARINGS81°18'05"WS25°44'04"WN12°22'25"WCHORD143.79'67.12'142.10'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
R:\331\40697-Purfoy_South\Calc\Wetland Impact\40697-C1.0-EXST ph2-3.dwg | Plotted by David Hojsan
09/18/18PURFOY SOUTH PHASES 13-22
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA40697 E.ANGEB.BLACKMONJ.CHANDLERFOR REVIEWONLY1" = 250'NAD 83NOTES:1.BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED APRIL 23, 2018.2.TOPOGRAPHIC INFORMATION TAKEN FROM GIS DATED APRIL 2018.3.WETLAND AND STREAM DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTSDATED JUNE 21, 2017 & FEBRUARY 22, 2018.4.FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED NOVEMBER 2016.5.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP#3720067500K AND 3720066500K, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.6.PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD HAZARD SOIL LOCATIONS.AFTER PRELIMINARY APPROVAL, FLOOD HAZARD AREAS SHALL BE DELINEATEDAND/OR EVALUATED TO DETERMINE IF A FLOOD STUDY WILL NEED TO BECONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER TP-02-01 SHALL BEFOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT THE TIME OFCONSTRUCTION DRAWINGS.7.NO HERITAGE TREES FOUND FROM SURVEY COMPLETED BY TIMMONS GROUP DATEDAPRIL 13, 2018.PROPERTY LINEPOWER LINE EASEMENTHERITAGE TREE BUFFEREXISTING WETLANDSFLOOD HAZARD SOILSLEGEND0SCALE 1"=250'500'250'BOVERALL EXISTING CONDITIONS PHASE 2-3
RED SKELTON DR
BARBERRY

L
A
K
E

C
T
OLDE WAVERLY WAY
TWIN PINES WAYSABLE RIDGE DRHAZEL FOREST DR PURFOY ROADOLDE WAVERLY WAYEXISTINGLAKEEXISTINGPONDGALEGA DRS4°22'16"W
295.64'S41°24'32"E415.29'S88°59'17"E306.00'N87°55'41"W410.55'L84L85L83L82L81L80L79L1
8
4L86L87N2°05'49"W
349.29'L88L89N6
1
°
2
5
'
2
6
"E
2
9
3
.
7
6
'
C3 N3°48'18"E
320.75'N86°11'39"W196.94'L189L190L191S9°07'50"
W
231.62'S20°12'10"E253.28'S78°06'56"E397.17'S3°04'00"W
402.61'N89°00'43"E417.96'N0°59'17"W
430.45'SCM 42919286898587798388828180909178931071081151091021101061111051121041131031149911810011710111628629329229830229930030130630330438638535635535435335235133533733633333429029728929628829528729414013213913814138413713613513313438714232031731630830930731031131231331431534035034934634434534834733834234134333912121127131130125129128126123124122981193058764113102912852842832825GATEKEEPER LANETWIN PINES WAY COMMA AVENUESILVER SPOTTED WAYCAROLINA PARK DRAMUR CORKTREE DR CAROLINA PARK DRIVEGATEKEEPER LANEBLACK LOCUST LANECOMMA AVENUEPURFOY ROADWHITE ADMIRAL STREETGARDEN PARK CIRCLEADONIS BLUE WAY6''W6''W
8''W8''W12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W8''W8''W8''W8''W6''WFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMS
SSSSS8''W8''W 8''W8''W8''W8''W8''W8''W8''W 8''W 8''W8''W8''W8''W 8''W8''W8''WSSS SSSSS S SSSS SSSSSSSSSS
8''WPURFOY ROAD
N/FAKINS LLCPIN: 0665-96-8722DB 11032 PG 2367836,949 SF / 19.214 ACN/FRUDOLPH BRAXTON MCLEANPIN: 0665-98-2183DB 1539 PG 548 (BACK DEED)2,849,876 SF / 65.424 ACN/FMAYS, DOROTHY ADCOCK TRUSTEE CARVILLE B CLARK III LLCPIN: 0665853753DB 014378 PG 026553,717,786 SF / 85.35 ACJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
R:\331\40697-Purfoy_South\Calc\Wetland Impact\40697-C1.0-EXST ph4.dwg | Plotted by David Hojsan
PURFOY SOUTH PHASES 1-12
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA40697 331331J.CHANDLERFOR REVIEWONLY
33109/11/20181" = 200'NAD 830SCALE 1"=200'400'200'COVERALL EXISTING CONDITIONS PHASE 4 PROPERTY LINEPOWER LINE EASEMENTUTILITY EASEMENTEXISTING UTILITY EASEMENTEXISTING WETLANDSLEGENDAPPROVED HIDDENVALLEY SUBDIVISION
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
PUMP
STATION
WETLAND AND STREAM IMPACT OVERALLCWI-0.1
SITE DATA:
TOTAL AREA: 381.61 ACRES
TOTAL WETLANDS: 47.82 ACRES (2,082,882 SF)
TOTAL OPEN WATER (PONDS): 14.82 ACRES (644,078 SF)
TOTAL STREAMS: 10,347 LF
TOTAL PROPOSED IMPERVIOUS: 122 AC +/- (32%)NAD 830
SCALE 1"=600'
1200'600'
CWI-1.2
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICECWI-1.3
CWI-1.4
CWI-1.5
CWI-1.6
CWI-1.7
CWI-1.8
CWI-1.10
CWI-1.11
CWI-1.12
1" = 600'
S. HEIN
S. HEIN
D. HOJSAN
08/02/2018
CWI-1.13
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
CWI-1.9
WETLAND AND STREAM IMPACT TABLECWI-1.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEN / A
S. HEIN
S. HEIN
D. HOJSAN
05/04/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
EXISTING POND
TO REMAIN
SCM 1 SSSANSANSANSAN0+000+501+001+502+002+503+003+504+004+504+77.88L
O
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLOD
LOD
WETLAND IMPACT 2
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
3377 SF
WETLAND IMPACT 3
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
1415 SF
WETLAND
W3
WETLAND
W3
WETLAND IMPACT 1
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
356 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENAD 83SCALE 1"=50'
100'50'0 WETLAND AND STREAM IMPACT 1,2,3CWI-1.2
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
05/04/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S
S
S
S
SAN
SAN
SANSAN
SAN
SAN
LOD LOD LOD LOD LOD
LODLOD LODLOD LODLODLODLODLODLODLODLODLODWETLAND
W3
WETLAND
W3
WETLAND IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
883 SF
WETLAND IMPACT 4
(PERMANENT IMPACT ROAD FILL)
177 SF
INTERMITTENT STREAM E
WETLAND IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
225 SF
STREAM IMPACT 4
(PERMANENT IMPACT ROAD FILL)
80 LF / 457 SF
STREAM IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
10 LF / 73 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENAD 83SCALE 1"=50'
100'50'0
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
CWI-1.3 WETLAND AND STREAM IMPACT 4PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S
SSSSS
S
SAN
SAN
SAN
SANLODLODLOD LODLOD LOD
LODLOD
LOD
LOD LODLO
D
WETLAND IMPACT 5
(TEMPORARY FOR CONSTRUCTION)
934 SF
WETLAND IMPACT 5
(PERMANENT IMPACT ROAD FILL)
5456 SF
TEMPORARY WETLAND IMPACT 5
(TEMPORARY FOR CONSTRUCTION)
718 SF
WETLAND
W4
WETLAND
W4
RETAINING WALL
RETAINING WALL
S
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
CWI-1.4 WETLAND AND STREAM IMPACT 5PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
SCM 6
SSSSSAN
SAN
SAN
SANSANSANS
A
N
LODLODLODLODLODLODLOD
LOD LODLOD LOD
LODLODLOD
LODLODLODLODLOD
WETLAND IMPACT 6
(TEMPORARY FOR CONSTRUCTION)
850 SF
WETLAND IMPACT 6
(PERMANENT IMPACT ROAD FILL)
1249 SF
WETLAND IMPACT 6
(TEMPORARY FOR CONSTRUCTION)
290 SF
STREAM IMPACT 6
(PERMANENT IMPACT ROAD FILL)
80 LF / 547 SF
STREAM IMPACT 6
(TEMPORARY FOR CONSTRUCTION)
10 LF / 60 SF
STREAM IMPACT 6
(TEMPORARY FOR CONSTRUCTION)
10 LF / 60 SF
WETLAND IMPACT 6
(PERMANENT IMPACT ROAD FILL)
176 SF
WETLAND
W4
WETLAND
W7
STREAM H
RETAINING WALL
RETAINING WALL
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 6CWI-1.5
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S S
SAN
SAN
SAN
SAN
SANSANSAN
LODLODLODLODLODLODLODLODLODLODLODLODLODLODWETLAND IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
720 SF
WETLAND IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
467 SF
WETLAND IMPACT 7
(PERMANENT IMPACT ROAD FILL)
3675 SF
WETLAND IMPACT 7
(PERMANENT IMPACT ROAD FILL)
1820 SF
WETLAND IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
100 SF
STREAM IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
10 LF / 62 SF
STREAM IMPACT 7
(PERMANENT IMPACT ROAD FILL)
65 LF / 450 SF
STREAM IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
10 LF / 30 SF
WETLAND IMPACT 7
(TEMPORARY FOR CONSTRUCTION)
707 SF
WETLAND
W7
WETLAND
W7
STREAM H
RETAINING
WALL
RETAINING
WALL
WETLAND
W7
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 7CWI-1.6
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
EXISTING
POND
S SSS
SANSANSAN
SANSA
N
LOD
LODLODLOD
LO
D
LOD LODLODLODLODL
O
D
LODWETLAND IMPACT 8
(TEMPORARY FOR CONSTRUCTION)
207 SF
WETLAND IMPACT 8
(PERMANENT IMPACT ROAD FILL)
1886 SF
WETLAND IMPACT 8
(TEMPORARY FOR CONSTRUCTION)
522 SF
WETLAND
W7
WETLAND
W7
RETAINING
WALL
RETAINING
WALL
POND 4
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 8CWI-1.7
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
SSSSAN
SAN SSSANSAN
LODLODLODLODLODLODLODLODLODLODLOD LOD
LOD
LOD
LO
D LOD LODLODWETLAND IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
387 SF
WETLAND IMPACT 9
(PERMANENT IMPACT ROAD FILL)
2137 SF
WETLAND IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
320 SF
WETLAND IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
201 SF
WETLAND IMPACT 9
(PERMANENT IMPACT ROAD FILL)
599 SF
STREAM IMPACT 9
(PERMANENT IMPACT ROAD FILL)
70 LF / 560 SF
STREAM IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
10 LF / 84 SF
STREAM IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
10 LF / 75 SF
WETLAND IMPACT 9
(TEMPORARY FOR CONSTRUCTION)
105 SF
WETLAND
W4
WETLAND
W9
STREAM I
RETAINING
WALL
RETAINING
WALL
WETLAND
W10SAN
SANWETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 9CWI-1.8
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S
LOD
LOD
LOD
LOD LOD
LOD LOD LODLODLODLOD
LODLODLODWETLAND
W9
WETLAND
W11
STREAM I
STREAM I
STREAM IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
10 LF / 89 SF
WETLAND IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
25 SF
WETLAND IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
36 SF
STREAM IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
10 LF / 102 SF
STREAM IMPACT 10
(PERMANENT IMPACT ROAD FILL)
70 LF / 439 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 10CWI-1.9
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S
SS SANSANSAN0+000+501+001+502+002+503+003+504+004+504+70.41LODLODLODLODLODLODLODLODLODLODLOD
L
O
D
LODSTREAM IMPACT 11
(TEMPORARY IMPACT
UTILITY CROSSING)
45 LF / 310 SF
WETLAND IMPACT 11
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
7763 SF
WETLAND
W13
STREAM I
STREAM H
POND 1
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 11CWI-1.10
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
X XXX
S
S
SSSANSANSANSANSANSANSANSAN0+000+501+001+502+002+503+003+504+004+42.45LODLODLODLODLODLODLO
D
LO
D
LOD
LODLODLODLODLODLODLODSTREAM IMPACT 12
(TEMPORARY IMPACT
UTILITY CROSSING)
40 LF / 275 SF
WETLAND
W13
STREAM H
STREAM J
WETLAND IMPACT 12
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
100 SF
WETLAND IMPACT 13
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
2072 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 12 & 13CWI-1.11
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
S
S
S
SANSANSANSANSANS
AN
S
ANSANLODLODLOD
LOD
LODLODLODLODLOD0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
4
4
.
5
1
WETLAND IMPACT 14
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
3218 SF
STREAM IMPACT 14
(TEMPORARY IMPACT
UTILITY CROSSING)
21 LF / 93 SF
WETLAND
W13
WETLAND
W13
STREAM H
EXISTING SANITARY SEWER
AND UTILITY EASEMENT
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 14CWI-1.12
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
LODLODLODLODLODLOD
LODLODLODLODLODLODLOD
WETLAND IMPACT 15
(PERMANENT IMPACT ROAD FILL)
737 SF
WETLAND IMPACT 15
(TEMPORARY FOR CONSTRUCTION)
676 SF
WETLAND IMPACT 15
(PERMANENT IMPACT ROAD FILL)
576 SF
WETLAND IMPACT 15
(TEMPORARY FOR CONSTRUCTION)
789 SF
WETLAND
W16
RETAINING
WALL
RETAINING
WALL
WETLAND
W17
WETLAND
W18
STREAM K
EXISTING 12"
CORRUGATED
PLASTIC PIPE
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATERNAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
WETLAND AND STREAM IMPACT 15CWI-1.13THIS DRAWING PREPARED AT THERALEIGH OFFICEPRELIMINARY
FOR REVIEW AND REFERENCE ONLY
EXISTING POND
TO REMAIN
SCM 1 SSSAN0+000+501+001+502+002+503+003+504+004+504+77.88L
O
D
LODLODLODLODLODLODLODWETLAND IMPACT 2
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
3377 SF
WETLAND IMPACT 3
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
1415 SF
WETLAND
W3
WETLAND
W3
WETLAND IMPACT 1
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
356 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
340
345
350
355
360
340
345
350
355
360
352.8352.1351.0349.9348.7349.7351.1352.4352.6353.9352.76352.06350.98349.88348.66349.71351.10352.42352.59353.94-0+50 0+00 1+00 2+00 3+00 4+00 5+00
MH 39 (4')
TOP 352.04
INV IN 344.70 (SS 40-39)
INV OUT 344.50 (SS 39-38)
SS 40-39
336.99' OF
8" C900
@ 0.50%
MH 40 (4')
TOP 356.64
INV IN 346.59 (SS 41-40)
INV OUT 346.39 (SS 40-39)
SS 39-38
218.73' OF
8" C900
@ 0.50%NAD 830
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICESSWR CROSSING DETAIL (IMPACT 1,2,3)CWI-1.14
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
08/02/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
PROFILE SCALE
0
0
50
10
SSAN0+57.870
+
0
0
0+501+
1
8
.
6
7
0+00
0+501+001+31.570+00
0+50 1+00
355
360
365
370
355
360
365
370
357.6359.2360.4-0+25
0+00 1+00 1+50
73.16' OF
36" RCP
@ 2.35%
355
360
365
370
355
360
365
370
361.3360.5360.9361.31360.53360.9473.16' OF
36" RCP
@ 2.35%
73.32' OF
36" RCP
@ 2.35%
355
360
365
355
360
365
360.2359.1360.25359.1073.32' OF
36" RCP
@ 2.35%
73.16' OF
36" RCP
@ 2.35%
NAD
8
3
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
04/17/2018
ROAD CROSSING DETAIL (IMPACT 4)CWI-1.15
PLAN VIEW
NORTH WALL PROFILE VIEWIMPACT 4 PIPE CROSSING PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
SOUTH WALL PROFILE VIEW
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
INTERMITTENT
STREAM
WETLAND IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
883 SF
WETLAND IMPACT 4
(PERMANENT IMPACT ROAD FILL)
177 SF
WETLAND IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
225 SF
STREAM IMPACT 4
(PERMANENT IMPACT ROAD FILL)
80 LF / 457 SF
STREAM IMPACT 4
(TEMPORARY FOR CONSTRUCTION)
10 LF / 73 SF
SSSAN0+00 0+50 1+00 1+12.01
0+00 0+501+001+
5
0
1+
6
0
.
6
5
1+23.650+000+501+00335
340
345
350
355
335
340
345
350
355
339.9340.6340.8-0+25
0+00 1+00
1+25
60.01' OF
36" RCP
@ 2.18%
335
340
345
350
355
335
340
345
350
355
320
325
330
335
340
343.2339.9339.9342.0343.22339.87339.95342.01-0+50 0+00 1+00 2+00
60.01' OF
36" RCP
@ 2.18%
335
340
345
350
355
335
340
345
350
355
346.3341.1340.8346.30341.12340.78-0+50 0+00 1+00 1+50
60.01' OF
36" RCP
@ 2.18%NAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
5/4/2018
ROAD CROSSING DETAIL (IMPACT 5)CWI-1.16
PLAN VIEW
NORTH WALL PROFILE VIEW IMPACT 5 PIPE CROSSING PROFILE VIEW SOUTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
TEMPORARY WETLAND IMPACT 5
FOR CONSTRUCTION
934 SF
WETLAND IMPACT 5
(PERMANENT IMPACT ROAD FILL)
5456 SF
TEMPORARY WETLAND IMPACT 5
FOR CONSTRUCTION
718 SF
RETAINING
WALL
RETAINING WALL
WETLAND
W4
SSSAN1
+
5
7
.
3
8
0+00 0+501+001
+
5
0
1+68.
4
7
0+000+501+001+50
1+1
4
.
0
1
0+00 0+50 1+00
320
325
330
335
340
345
320
325
330
335
340
345
325.4327.2327.2-0+25 0+00 1+00 1+50
64.88'
@ 1.51%
335
340
345
350
355
320
325
330
335
340
320
325
330
335
340
329.7327.1327.5328.7329.65327.09327.46328.66-0+50 0+00 1+00 2+00
64.88'
96"X60" RCB
@ 1.51%
320
325
330
335
340
345
320
325
330
335
340
345
329.5326.9326.7327.5329.51326.87326.69327.53-0+50 0+00 1+00 2+00
64.88'
96"X60" RCB
@ 1.51%NAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 6)CWI-1.17
PLAN VIEW
NORTH WALL PROFILE VIEWIMPACT 6 PIPE CROSSING PROFILE VIEWSOUTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
TEMPORARY WETLAND IMPACT 6
FOR CONSTRUCTION
850 SF
WETLAND IMPACT 6
(PERMANENT IMPACT ROAD FILL)
1249 SF
TEMPORARY WETLAND IMPACT 6
FOR CONSTRUCTION
290 SF
STREAM IMPACT 6
(PERMANENT IMPACT ROAD FILL)
80 LF / 547 SFTEMPORARY STREAM IMPACT 6
FOR CONSTRUCTION
10 LF / 60 SF
TEMPORARY STREAM IMPACT 6
FOR CONSTRUCTION
10 LF / 60 SF
WETLAND IMPACT 6
(PERMANENT IMPACT ROAD FILL)
176 SF
WETLAND W7
STREAM H
RETAINING WALL
RETAINING WALL
SANSAN1
+
9
8
.
8
60+000+501+001+501+59.030
+
0
0
0+501+001+501+03.97
0+00
0+5
0
1+00
315
320
325
330
335
340
345
315
320
325
330
335
340
345
320.7321.9321.8-0+25
0+00 1+00 1+50
66.45'
@ 1.72%
315
320
325
330
335
340
315
320
325
330
335
340
324.7321.3321.9325.6324.73321.28321.86325.56-0+50 0+00 1+00 2+00
66.45'
168"X48" RCB
@ 1.72%
315
320
325
330
335
340
315
320
325
330
335
340
325.4321.9322.4324.3325.44321.89322.38324.30-0+50 0+00 1+00 2+00
320
325
330
335
340
66.45'
168"X48" RCB
@ 1.72%
NAD 83
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 7)CWI-1.18
PLAN VIEW
SOUTH WALL PROFILE VIEW IMPACT 7 PIPE CROSSING PROFILE VIEW NORTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
TEMPORARY WETLAND IMPACT 7
FOR CONSTRUCTION
720 SF
TEMPORARY WETLAND IMPACT 7
FOR CONSTRUCTION
467 SF
WETLAND IMPACT 7
(PERMANENT IMPACT ROAD FILL)
3675 SF
WETLAND IMPACT 7
(PERMANENT IMPACT ROAD FILL)
1820 SF
TEMPORARY STREAM IMPACT 7
FOR CONSTRUCTION
10 LF / 62 SF
STREAM IMPACT 7
(PERMANENT IMPACT ROAD FILL)
65 LF / 450 SF
TEMPORARY STREAM IMPACT 7
FOR CONSTRUCTION
10 LF / 30 SF
TEMPORARY WETLAND IMPACT 7
FOR CONSTRUCTION
707 SF
STREAM H
RETAINING
WALL
RETAINING
WALL
TEMPORARY WETLAND IMPACT 7
FOR CONSTRUCTION
100 SF
0
+
5
0
.
4
90+000
+
5
0
1+11.860
+
0
0
0+501+000+00 0+50 1+00 1+45.20
340
345
350
355
360
340
345
350
355
360
346.6348.9350.7-0+25
0+00 1+00 1+50
60.00' OF
48" RCP
@ 3.55%
345
350
355
360
345
350
355
360
300
305
310
315
320
348.6349.0350.7348.60349.02350.70-0+50 0+00 1+00 1+50
60.00' OF
48" RCP
@ 3.55%
345
350
355
360
345
350
355
360
351.6351.8351.59351.80-0+50 0+00 1+00
60.00' OF
48" RCP
@ 3.55%
NAD
8
3
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 8)CWI-1.19
PLAN VIEW
SOUTH WALL PROFILE VIEW IMPACT 8 PIPE CROSSING PROFILE VIEW NORTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
TEMPORARY WETLAND IMPACT 8
FOR CONSTRUCTION
207 SF
WETLAND IMPACT 8
(PERMANENT IMPACT ROAD FILL)
1886 SF
TEMPORARY WETLAND IMPACT 8
FOR CONSTRUCTION
522 SF
WETLAND
W7
RETAINING
WALL
RETAINING
WALL
SSAN1+41.800
+
0
0
0+501+000+000+501+001
+
5
0
1
+
8
5
.
4
6
0+00
0+50
1+00 1+30.20
SAN
295
300
305
310
315
320
325
295
300
305
310
315
320
325
307.3308.2308.3-0+50 0+00 1+00 1+50
59.97'
@ 2.85%
300
305
310
315
320
325
300
305
310
315
320
325
310.5309.2308.8310.48309.17308.79-0+50 0+00 1+00 2+00
59.97'
84"X48" RCB
@ 2.85%
300
305
310
315
320
325
300
305
310
315
320
325
311.5309.4309.6313.9311.51309.39309.61313.94-0+50 0+00 1+00 2+00 2+50
59.97'
84"X48" RCB
@ 2.85%
NAD 83
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 9)CWI-1.20
PLAN VIEW
SOUTH WALL PROFILE VIEW IMPACT 9 PIPE CROSSING PROFILE VIEW NORTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
TEMPORARY WETLAND IMPACT 9
FOR CONSTRUCTION
387 SF
WETLAND IMPACT 9
(PERMANENT IMPACT ROAD FILL)
2137 SF
TEMPORARY WETLAND IMPACT 9
FOR CONSTRUCTION
320 SF
TEMPORARY WETLAND IMPACT 9
FOR CONSTRUCTION
201 SF
WETLAND IMPACT 9
(PERMANENT IMPACT ROAD FILL)
599 SF
STREAM IMPACT 9
(PERMANENT IMPACT ROAD FILL)
70 LF / 560 SF
TEMPORARY STREAM IMPACT 9
FOR CONSTRUCTION
10 LF / 84 SF
TEMPORARY STREAM IMPACT 9
FOR CONSTRUCTION
10 LF / 75 SF
TEMPORARY WETLAND IMPACT 9
FOR CONSTRUCTION
105 SF
WETLAND
W9
STREAM I
RETAINING
WALL
RETAINING
WALL
S
1+15.
4
8
0+000+50
1+000+000+501+00
1+24.9
6
0+65.87
0+00
0+50
320
325
330
335
340
320
325
330
335
340
322.8325.2327.2322.76325.22327.15-0+50 0+00 1+00 1+50
66.73' OF
48" RCP
@ 4.38%
320
325
330
335
320
325
330
335
329.0325.2324.1329.00325.16324.07-0+50 0+00 1+00 1+50
66.73' OF
48" RCP
@ 4.38%
320
325
330
335
320
325
330
335
329.7327.4329.69327.36-0+50 0+00 1+00
66.73' OF
48" RCP
@ 4.38%NAD 83SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 10)CWI-1.21
PLAN VIEW
SOUTH WALL PROFILE VIEW IMPACT 9 PIPE CROSSING PROFILE VIEW NORTH WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
STREAM IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
10 LF / 89 SF
WETLAND IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
25 SF
WETLAND IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
36 SF
STREAM IMPACT 10
(TEMPORARY FOR CONSTRUCTION)
10 LF / 102 SF
STREAM IMPACT 10
(PERMANENT IMPACT ROAD FILL)
70 LF / 439 SF
S
SS SAN0+000+501+001+502+002+503+003+504+004+504+70.41LODLODLODLODLODLOD
LODSTREAM IMPACT 11
(TEMPORARY IMPACT
UTILITY CROSSING)
45 LF / 310 SF
WETLAND IMPACT 11
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
7763 SF
WETLAND
W13
STREAM I
STREAM H
POND 1
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
290
295
300
305
310
290
295
300
305
310
SS 67-66
259.52' OF
8" C900
@ 0.50%
MH 67 (4')
TOP 297.79
INV IN 292.04 (SS 68-67)
INV OUT 291.84 (SS 67-66)
SS 68-67
99.02' OF
8" PVC
@ 0.50%
MH 68 (4')
TOP 302.08
INV IN 292.74 (SS 69-68)
INV OUT 292.54 (SS 68-67)
SS 69-68
242.21' OF
8" PVC
@ 0.50%
MH 69 (5')
TOP 307.71
INV IN 294.15 (SS 70-69)
INV OUT 293.95 (SS 69-68)
SS 70-69
360.31' OF
8" PVC
@ 1.23%297.2297.0299.6296.4296.8296.8297.8304.8306.9307.5297.16297.03299.61296.39296.80296.81297.77304.79306.85307.53-0+50 0+00 1+00 2+00 3+00 4+00 5+00NAD 830
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICESSWR CROSSING DETAIL (IMPACT 11)CWI-1.22
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
08/02/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
PROFILE SCALE
0
0
50
10
XX
S
S SSANSAN0+000+501+001+502+002+503+003+504+004+42.45LODLODLOD
LOD LODLODLODSTREAM IMPACT 12
(TEMPORARY IMPACT
UTILITY CROSSING)
40 LF / 275 SF
WETLAND
W13
STREAM H
STREAM J
WETLAND IMPACT 12
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
100 SF
WETLAND IMPACT 13
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
2072 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
285
290
295
300
305
285
290
295
300
305
SS 64-63
127.31' OF
8" PVC
@ 0.50%
MH 64 (4')
TOP 297.03
INV IN 287.23 (SS 65-64)
INV OUT 287.03 (SS 64-63)
SS 65-64
321.94' OF
8" PVC
@ 0.50%
MH 65 (4')
TOP 297.59
INV IN 289.04 (SS 66-65)
INV OUT 288.84 (SS 65-64)
SS 66-65
259.52' OF
8" C900
@ 0.50%295.7295.0295.8299.8301.7301.5299.5296.0294.5295.71295.04295.78299.75301.66301.52299.46296.05294.47-0+50 0+00 1+00 2+00 3+00 4+00 5+00NAD 830
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICESSWR CROSSING DETAIL (IMPACT 12 & 13)CWI-1.23
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
08/02/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
PROFILE SCALE
0
0
50
10
S
S
S
SANSANSANS
ANSANLOD
LODLODLODLOD
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
4
4
.
5
1
WETLAND IMPACT 14
(PERMANENT NO LOSS
IMPACT UTILITY CROSSING)
3218 SF
STREAM IMPACT 14
(TEMPORARY IMPACT
UTILITY CROSSING)
21 LF / 93 SF
WETLAND
W13
WETLAND
W13
STREAM H
EXISTING SANITARY SEWER
AND UTILITY EASEMENT
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
PERMANENT WETLANDS (NO LOSS) - ORANGE
TEMPORARY WETLANDS - PURPLE
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
PERMANENT OPEN WATER
280
285
290
295
300
280
285
290
295
300
290.4288.8288.0288.0288.9290.35288.83287.99288.01288.94EX MH 8
TOP 290.35
INV IN 283.20 (EX SS 9-8)
INV IN 283.50 (SS 62-8)
INV OUT 283.00 (EX SS 8-7)
SS 62-8
244.51' OF
8" PVC
@ 0.50%
MH 62 (4')
TOP 295.07
INV IN 284.92 (SS 63-62)
INV OUT 284.72 (SS 62-8)NAD 830
SCALE 1"=100'
200'100'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICESSWR CROSSING DETAIL (IMPACT 14)CWI-1.24
1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
08/02/2018
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
PROFILE SCALE
0
0
50
10
1+15.470
+
0
00+501+000+000+501+001+29.94
0+00 0+50 1+00 1+20
320
325
330
335
340
320
325
330
335
340
326.2329.3329.7-0+25 0+00 1+00 1+50
60.00' OF
48" RCP
@ 3.47%
325
330
335
340
325
330
335
340
332.7329.5331.3332.67329.48331.26-0+50 0+00 1+00 1+50
60.00' OF
48" RCP
@ 3.47%
325
330
335
340
325
330
335
340
329.0327.5329.6329.00327.50329.62-0+50 0+00 1+00 1+50
60.00' OF
48" RCP
@ 3.47%NAD
8
3
SCALE 1"=50'
100'50'0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.PURFOY SOUTHFUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA406975410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE1" = 50'
S. HEIN
S. HEIN
D. HOJSAN
ROAD CROSSING DETAIL (IMPACT 15)CWI-1.25
PLAN VIEW
WEST WALL PROFILE VIEWIMPACT 11 PIPE CROSSING PROFILE VIEWEAST WALL PROFILE VIEW
PROFILE SCALE
0
0
100
5
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE
STRONG WALL (TO BE
DESIGNED BY OTHERS)
PROPOSED GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
BACK-TO-BACK STONE STRONG
WALL (TO BE DESIGNED BY
OTHERS)
Contractor will follow the following construction sequence:     
·Contractor shall notify the Town of Fuquay Varina Public
Works 48-hours in advance of start of work during a period of
time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and
ĞƋƵŝƉŵĞŶƚŽŶͲƐŝƚĞ͘&ŽƌƵƚŝůŝƚLJĐƌŽƐƐŝŶŐƐǁŝƚŚĐĂƐŝŶŐƐ͕ƚŚĞ
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
·Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
·Contractor shall restore channel and stabilize any disturbance
within 24-hours of start of work.
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
5/4/2018
WETLAND IMPACT 15
(PERMANENT IMPACT ROAD FILL)
737 SF
TEMPORARY WETLAND IMPACT 15
FOR CONSTRUCTION
676 SF
WETLAND IMPACT 15
(PERMANENT IMPACT ROAD FILL)
576 SF
TEMPORARY WETLAND IMPACT 15
FOR CONSTRUCTION
789 SF
RETAINING
WALL
RETAINING
WALL