NCC241602_Site Plan or Location Map_20240528

a >
U m
Q
ui
SHEET LIST TABLE
o
SITE DATA TABLE
N
CONSTRUCTION DOCUMENTS
E SITE DATA TABLE FOR SHEET LIST TABLE
ADDRESS: 6001 TAYLOR ROAD,WENDELL,NC 27591
OWNER: NASH WENDELL FALLS LLC C U LV E R'S W E N D E L L Sheet Number Sheet Title •
PIN: 1763881332 CO.O COVER SHEET Co o
EXISTING ZONING: PUD-15-1 CO.1 GENERAL NOTES S
PROPOSED ZONING: PUD-15-1 6001 TAYLOR ROAD C1.O EXISTING CONDITIONS • E w
EXISTING USE: VACANT WENDELL,NC 27591 C1.1 DEMOLITION PLAN
PROPOSED USE: FAST FOOD RESTAURANT PIN:1763881332 C2.0 EROSION CONTROL PHASE 1
WATERSHED: MARKS CREEK(NEUSE RIVER BASIN) TOWN OF WENDELL CASE NUMBER:CP23-17 C2.1 EROSION CONTROL PHASE 2 •
FEMA 20NE: ZONE X(PER MAP NUMBER 3720176400K C2.2 EROSION CONTROL PHASE 3
EFFECTIVE DATE JULY 19,2022)
TOTAL SITE AREA: 122,226 SF/2.806 AC C3.0 SITE PLAN
TOTAL DISTURBED AREA: 84,950 SF/1.95 AC 9/ w" i C3.1 TURN LANE PAVEMENT MARKING PLAN o g
MAX.IMPERVIOUS COVER: 97,781 SF/2.24 AC(80.0%) / /�-(\`'-) se' 1 C3.2 TURN LANE ENLARGEMENT PLAN
•
EX.IMPERVIOUS COVER: 0.06 AC(2.0%) A C3.3 TURN LANE PLAN AND PROFILE
PROP.IMPERVIOUS COVER: 1.30 AC(46.4%) C4.0 GRADING Se DRAINAGE PLAN
l' rd
PROPOSED BUILDING GFA: «4,181 SF C5.0 UTILITY PLAN z<'o§
-----'\
} =
MAX.BUILDING HEIGHT: 3 STORIES rip` C6.0 EROSION CONTROL DETAILS N
ri PROP.BUILDING HEIGHT: 1 STORY C7.0 SITE PLAN DETAILS 0 w n
PROJECT SITE < 'o
FRONT YARD SETBACK: 0 FT *orn greet to C7.1 SITE PLAN DETAILS = o a'o
FRONT YARD 8 FT C7.2 SITE PLAN DETAILS o
ENCROACHMANET: ^ ¢2 z
REAR YARD SETBACK: 0 FT ' C8.0 STORM DRAINAGE DETAILS ^ 9 H L'2 o
0 FT WITHIN DEVELOPMENT; �� <~
SIDE YARD SETBACK: 1 �# C9.0 UTILITY DETAILS 0 0
OTHERWISE 5 FT /1 ;�F z N o J
BICYCLE PARKING REQUIRED: 1 PER 20 AUTO SPACES aoW C9.1 UTILITY DETAILS of,r
Th'^ L1.0 LANDSCAPE PLAN w n 3
59 AUTO SPACES/20=3 BICYCLE 4. - w rn 3
BICYCLE PARKING PROVIDED: SPACES L2.0 LANDSCAPE DETAILS 3
. EX.VEHICULAR PARKING: 0 SPACES A-1 2D ELEVATIONS 7 rn
VEHICULAR PARKING 1.5 SPACES PER 4 SEATS A-2 3D IMAGES E oN zo
1.5 SPACES 132 SEATS/4 SEATS= ^\ / _
o c REQUIRED: 50 SPACES REQUIRED \ \ / FS-1 FOOD SERVICE PLAN _ p 4 a
VEHICULAR PARKING 59 TOTAL SPACES(INCLUDING 3 ADA FS-1 FOOD SERVICE PLAN & PATIO SEATING
w PROVIDED: WITH 1 VAN)
LT E - GD-101 GARBAGE DUMPSTER a
, „ "� �' SE-101 SITE PHOTOMETRIC PLAN
c�i VICINITY MAP /\ SE-201 SITE FIXTURE DETAILS
1'=500'
i
_ NORTH
PRELIMINARY
CON IARY
i� `o NOT FOR CONSTRUCTION
- X PROJECT OWNER AND CONSULTANTS
%E
OWNER/DEVELOPER CIVIL ENGINEER LANDSCAPE ARCHITECT
9`o JELB REAL ESTATE HOLDINGS,LLC KIMLEY-HORN&ASSOCIATES,INC. KIMLEY-HORN&ASSOCIATES,INC.
rl a 7512 DOVER HILLS DRIVE 421 FAYETTEVILLE ST,SUITE 600 421 FAYETTEVILLE ST,SUITE 600
I I WAKE FOREST,NC 27587 RALEIGH,NC 27607 RALEIGH,NC 27607 0, 3 00 o 00
o' ERIK NEUDECKER ANDREW PLATO,PE AUSTIN ROLAND,PLA U N N 0 < a a
_ PH.[phone] PH.[phone] PH.[phone] -o O o =
0 N n
EMAIL.ENEUDECKEROCLOUD.COM EMAIL.ANDREW.PLATOOKIMLEY-HORN.COM EMAIL AUSTIN.ROLANDOKIMLEY-HORN.COM O H
d00 01\ Q m m
3 a SURVEYOR ARCHITECT < O o
KCI TECHNOLOGIES,INC. OLLMANN ERNEST MARTIN ARCHITECTS = N w 3
_ 4505 FALLS OF NEUSE RD,FLOOR 4 200 S STATE ST Y O w
RALEIGH,NC 27607 BELVIDERE,IL 61008 m o o 5
�I 5 ROBERT C BAUMGARTNER,SC PLS WENDY MARTIN,AIA,NCARB
oPH.[phone] PH.[phone]
c EMAIL ROB.BAUMGARTNER&KCI.COM EMAIL WMARTINCOAARCH.COM
`
a I-
3I W
i FL
E a AGENCY CONTACTS U)
3 'aPLANNING PUBLIC WORKS STORMWATER
- TOWN OF WENDELL TOWN OF WENDELL TOWN OF WENDELL
PLANNING AND DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT PUBUC WORKS DEPARTMENT W
15 E.FOURTH STREET 450 LAKE GLAD ROAD 450 LAKE GLAD ROAD
o c WENDELL,NC 27591 WENDELL,NC 27591 WENDELL,NC 27591 0
m BRYAN COATES BRIAN BRAY DEAN WHITFORD,STORMWATER CREW LEADER
PH.[phone] PH.[phone]
EMAIL BCOATESOTOWNOFWENDELLNC.GOV EMAIL BBRAYOTOWNOFWENDELLNC.GOV r
iiNCDOT WATERSHED MANAGER �J
NC DEPARTMENT OF TRANSPORTATION KARYN PAGEAU
2612 N DUKES ST. PROGRAM LEAD-FIELD SERVICES
DURHAM,NC 27704 PH.[phone]
PH. EMAIL KARYN.PAGEAUK'NAKEGOVE.COM
w PH. Q
�''3
9 Z
> J 0
CC
PROJECT NARRATIVE W W
0 Q U
PROJECT SCOPE INCLUDES DEVELOPMENT OF A 2.81 ACRE SITE FOR A PROPOSED FAST FOOD RESTAURANT.THE SITE IS COMPRISED OF ONE PARCEL II
ct
DESIGNATED PIN 1763881332.THIS PARCEL IS LOCATED IN A PLANNED UNIT DEVELOPMENT(PUD)AT THE NORTHEAST CORNER OF THE INTERSECTION OF i J
TAYLOR ROAD AND WENDELL FALLS PARKWAY. Z 0
THE SITE WILL MAINTAIN A RIGHT-IN/RIGHT-OUT DRIVEWAY ACCESS ON WENDELL FALLS PARKWAY AND SHARES A FULL ACCESS DRIVEWAY ON TAYLOR W O aa
v ROAD.ADEQUATE SCREENING TO THE ADJACENT RESIDENTIAL PROPERTY PER TOWN STANDARDS WILL BE PROVIDED BY LANDSCAPING TREES AND SHRUBS. > LLU W (n
3 m AN EXISTING STORMWATER WET POND IS LOCATED ON THE NEIGHBORING PARCEL TO THE NORTHEAST AND HAS BEEN DESIGNED TO TREAT RUNOFF FROM > W J 0
a 8 I 1
P THE SUBJECT PROPERTY.PER WAKE COUNTY PERMIT S-6100,THE STORMWATER POND HAS ALLOCATED 97,781 SF(2.24 AC/80.0%)OF IMPERVIOUS ID 7
v AREA TO THE SUBJECT PROPERTY.THIS PROJECT PROPOSES 1.30 ACRES OF IMPERVIOUS AREA.STORMWATER RUNOFF ON THE SITE WILL BE CAPTURED Cf) Q L
- AND CONTAINED TO AN EXISTING CATCH BASIN LOCATED IN THE SHARED PRIVATE DRIVE ALONG THE EASTERN PROPERTY UNE. \I, EL W
3 m Lk'
UTILITY INFRASTRUCTURE INCLUDES PRIVATE DOMESTIC AND IRRIGATON WATER SERVICE AND SANITARY SEWER SERVICE LINES. WATER AND SEWER - U d' -
Y0 SERVICES WILL BE CONNECTED TO EXISTING MAIN LINES IN WENDELL FALLS PARKWAY. Private IA0_ -. w
a
m WATER AND SANITARY SEWER SERVICES WILL BE TIED INTO EXISTING PUBLIC MAIN LINES.DOMESTIC AND IRRIGATION WATER SERVICES WILL TIE INTO MAIN Sewer Collection/Extension System m o
N 2 UNE LOCATED WITHIN WENDELL FALLS PARKWAY.SANITARY SEWER SERVICE WILL TIE INTO EXISTING MAIN LINE ONSITE LOCATED WITHIN A 30 FOOT WIDE The City of Raleigh coneentato the connection to Its public sewer Know what's below. _1 i ``'CITY OF RALEIGH EASEMENT. system and extension of the private sewer collodion system as shown W
v i on thke plan.The material and constructions methods used for this Li
Q v
project shall conform to the standards and specifications of the City'e Call before you dig.Public Utilities Handbook.
City of Raleigh Z
Public Utilities Department Permit a N/A U
C f Authorization to Construct RIIRVFY NOTE. O
ALL EXISTING TOPOGRAPHICAL AND BOUNDARY ~
m INFORMATION WAS PROVIDED WITHIN AN ALTA SPS
Date /AI SHEET NUMBER
LAND TITLE SURVEY PREPARED BY KCI ASSOCIATES
OF N.C.,4505 FALLS OF NEUSE,FLOOR 4,RALEIGH, CO.O
-8 1a F NC 27607,[phone],DATED 4/10/23.

•
J
SCHEDULE B, PART II PROPERTY DESCRIPTION
EXCEPTIONS PER CHICAGO TITLE INSURANCE COMPANY �}y
PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO.23-03079RA,DATED MARCH B,2023 ,K'f I'/ F
COMMITMENT NO.23-03079RA,DATED MARCH 8,2023 THE LAND IS DESCRIBED AS FOLLOWS, ''( ,.r-
LWNGCNDBDNG&NATE IN WAKE COUNTY MORE DESCRIBED AS FOLLOWS: _ II IIII UIIUEILID I.
1. IANY TH EFECT,LIENCORDSENCUMBRANCE,ADVERBS CLAIM OR OTHER MATTER THAT EN THE
FOR.MTITIENT TIME - Aila
IN THE PU&1C RECORDS ON IS CREATED,ATTAONEB,OR 18 DISCLOSED BETWEEN THE COMATMEM DATE JI 1
AND THE DATE ON WHICH ALL OF THE SCHEDULE B,PARTI-REQUIREMENB ARE MET. BEING ALL OF LOT II,•A 2.806 ACRES A SHOWN AND DESCRIBED ON THE PLAT ENTITLED FINAL ■, 1
-NOT A MATTER OF SURVEY SUBDIVISION,EASEMENT AND RIGHT OF WAY DEDICATION RAT OF WENDELL FALLS TAYLOR ROAD )� � ll.
COMMERCIAL AREA,LOTS 10 DATED MAY 8 2018 BY MCKIM A CREED,AND RECORDED ON JUNE 28,
2. TAXESONASSESSMENTS FOR THE YEAR 2021,ANDSUBSEWENTYEARS,NOTYETWEOi PAYABLE. 20101N BOOK OF MAPS 2018 PAGES 1259-1271,WAKE COUNTY REGISTRY,REFERENCE N WHICH IS 1
HEREBY MODE FORAGRUTEP CERTAINTY OF OEOCMPTION. a II lY
NOTAMATTEROFSURVEY / f`
�J
(NOTE:IN THE THE EXCEPTIONS,BM2021 PG 858 SHOWS A TAKE AT THE INTERSECTION OF \\H INN
3. ANY NIGH, NASEMNN I.SHE., 1E1..1, LIAM NW...MENI ELYGUNEAN(.E LSOLAHOIY T..RD AND WENDELL FALLS PARKWAY OF 3503F ON THE SUBJECT TRACT;THIS PLAT WAS SIGNED 1
VARIATIONS OR OTHER ADVERSE CIRCUMSTANCE AFFECTING THE TITLE DISCLOSED BY RAT(S)RECORDED IN BY THE LAN OWNER;UNCLEAR IF THERE WAS A SEPARATELY RECORDED LEGAL DOCUMENT FOR THE "yam 11- '
BOOK OF MAPS 2207 PAGES 1098-11100 K1;BOOK OF MAPS 1885 PAGE 37;BOOK OF MAPS 1988 PAGE 205 BOOK RAN TAKE)D IN j '
OF MAPS 2008 PAGES 3^�BOCK OF MAPS NOS PA I„ 'MNPS 2[D.PAGE PAGES 192&1931 I ,I _ 1T
BOOK OF MAPS 2018 PAGES t12 1271 AND IN BOOK OF MAPS 2021 PAGES 8584E9 fm.� /fif,�
ROOK OF MOPS toes PAGE 3]-NOTHNG PLOTTABLL tt�E-WENDELL FALLS PKWYSHOVrN AS PROPOSED I TT�j X'"-BOOK OF MAPS 2007,PAGES 10.1101;.THING V9�QB."•'A
NOOK OF MAPS 1988,PAGE 209,15T CP.EASEMENT SHOWN HEREON `
-BOOK OF MAPS 2005 PAGES 1372-1375;155 CP81 EASEEENT SHOWN HEREON I •
f \\�
MARS...PAGE 340352 NOTHING PLOTTAB.M.DEIL FAL.PKWY SHOWN AS PROPOSED SCM 20 'P
-BOOK OF MAPS 2005 PAGES 1.9-1931;PLAT SHOWS DEDICATION OF WENDELL FALLS PKWY SHOWN HEREON I MAINTENANCE& D) ` *Ss .- \
-.MOE MAPS 2018.PAGES 1289-1271;D.E..OF TAYLCS ROAD TS SHOWN ACCESS EASEMENT l ./ �5
-BOOK.MAPS 2021,PAGES 858059 DEDICATION OF RIGHT GE WAY,,SHOWN HEREON EA N N/F BM 2018 PG 1270 `
OWNER: 1s F°'
4. ANY DISCREPANCY,CONFECT MATTERS REGNDNG ACCESS SHORTAGE N AREA OR BOUNDARY LINES,ENCROACHMENT,ENCUMBRANCE.VIOLATION,VARIATION,OVERLAP,S...EASEMENT OR C.MS OF , • SAN SEWER MH NASH WENDELL FALLS LLC I ,. ,. II.` r-,wt
EASEMENT,RIPARIAN RIGHT AND TITLE TO LAND WITHIN ROADS WAYS RAILROADS WATERCOURSES BURIAL V. RIM P/N 1763884791
GROUNDS MARSHES DREDGED ORE.ED 9 DB 15478 PC 1623 VICINITY MAP
8"MIL IN(SE)-210.06
THE BOUNDS OF ANY ADJOINING BODY GE ALTER OR OTHERADVESSE CIRCUMSTANCE AFFECTING THE TIDE \\THE LAND. n\ \ 16"PVC IN(NE)-201.13 BM 2019 PC 1277 % /` \\' xW NY C (NOT TO SCALE)
THAT WOULD BE DISCLOSED BY A CURRENT INSPECTION AND ACCURATE AND COMPLETE CURD SURVEY OF 24"PVC OUT(W)-201.03 / //'/ \\ Yn _
8
SHOVNMI HEREON IF FOUND DURING COURSE OF SURVEY
''\\ \ PVC STUB / /// , \ \HEACAVAA GENERAL SURVEY NOTES:
5. EASEMENTS)TO CAROLINA ROPIER AND LIGHT COMPANY RECORDED IN BOOK 1033 PAGE 138;BOO(1113, \\\ 9 m \ w/w/ / �./ /// �C �) �j J,?. WPLL -
RAGE 380;BOON 1.5,PAGE 27 BOOK 2673,PAGE 209;BOOK BIS PAGE 215;BOOK 972 RAGE.1;BOOK 2484, _ '
PAGE 317;B0.840,PAGE 131 BOOK 4653,PAGE 105:BOOK 1535,PAGE 26;BOOK 1535,PAGE 27;BOOK 2073, 2 9 SEWER MARKER / / - /// / v-, s 1.THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH CAROLINA STATE PLANE GRID
PAGE RB;BOOK 919,PAGE 2TI AND BOON 9R,PAGE 301;BOOK 1459,RAGE 539;BOOK BUOY,PARE 491;BOOK •\. \ m \ / / / / / ///// " CyA1N UHK INAD83/2011).VERTICAL DATUM BASED ON NAVa88.
5384,PAGE 639:8001(,458,PAGE 542;BOOK 435,PAGE 428;BOOK 435,PAGE 428;BOOK 1481,PAGE.;BOOK
2245,PAGE 509;BOO(2280,PAGE 663;BOOK 1459,PAGE 545;BOOK 435,PAGE 43/AND IN BOOK 12671,PAGE \\\\ \ \ / / / / // P."'"//// SIR. \ DROP INLET
1021 _-- vm_ --2-..'" 2.THE LOCATION OF UTILITIES AS SHOWN HEREON ARE BASED ON FIELD LOCATION OF VISIBLE
-DOCUMENTS BELOW IRON VAGUE OR NO DESCRIPTOR OF EASEMENT 100050N WHICH MAKE THEM NOT 1 \ a m /// •
GRATE-229.80 ��,�w.� AND OBVIOUS SURFACE FEATURES AND LEVEL B DESIGNATING BY KCI SUE CREWS IN APRIL
PLOTTABLE AND DIFFICULT TO DETERMINE IF THEY AFFECT THE SUBJECT TRACT. Z\\ \ \ A\ \ \ cM \ // / / / / \ \ / 60"RCP IN(S)-221.15 �mn�•'" 2023
-BOOK 1033 PAGE tJB;BLANKET SVP EASEMENT 4 \ \ / \ / 1.J0 / / / \ \ / 80"RCP OUT(NE)-221.11 _p.,.---•""--" �m�SPOOK 1,13,PAGE 3BO;BUNIETttPE EASEMENT \\\ \ o �.M]WS / I / / / // / \ }/ 5/ _.,�.w _w.�°^'�... 3.THIS SURVEY WAS MADE IN ACCORDANCE WITH LAWS AND/OR MINIMUM STANDARDS OF THE
-BOOK1535,PAGE27;30'WIDE EASEMENT-LOCATION NOT DEFINED CONTROL POINT •' 9 \ \ \ / / '3B2,63�(R)I / \ 1 �wr�`""� �,�wr�pqSTATE OF NORTH CAROUNA.
-BOOK2973,PAGE269;3D WIDEEASEMENE-LOCATON NOT DEFINED KCI#2 \\• \ \ 1 / NBO'252"E- 63'(M) / / / / / °"�°'" ,"" `»+�-�K els,RAGE 215;BLANKET TYPE EASEMENT RB&C SR,PAGE 251;BLANrcET TYPE EASEMENT N:738442.34 \\\ \\\\\�T\ ��A \'V ..tl_ \ _/ 'NB0.25 21"E-382� / / /- / /// //- 1, , �«rT 1 ,o-A_ ��,;�."' 4.THIS SURVEY WAS MADE WITH THE BENEFIT OF THE FOLLOWING TITLE COMMRMENT:
C -X� • oA� �1p1M 1) CHKACA TITLE INSURANCE COMPANY
-BOOK24N,PAGE NIT,BLANKET DOPE EASEMENT E:2167898.39 e•\\ \ \ \ 11
l / / / / �/ //` / /_ ". \ `._ \ °1"N- COMMITMENT NO:23-03079RA;DATED 3/e/23
-BOOK N9,PAGE 131;BLANKET TYPE EASEMENT EL:231.50 '\ .: u/�-Y °T-BOON 1505.PAGE 25:3a WIDE EASEMENT-LOCATION NOT DEFINED \ \ / . '\\\ \ �\\�\,\4\ I � I I HA,"� --'K7/ I / // ;B / 5.SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X BY
ROOK 1535.PAGE 28;30.WIDE EASEMENT•LOCATION NOT DEFINED W)\/ " \ \\\ \ "'l •
\ I I \,,. 1 III I y I -o�- / / / 4,/ 0,• /1 ` �/ \ THE FEDERAL EMERGENCY MANAGEMENT AGENCY IFEMA),ON FLOOD INSURANCE RATE MAP
ROOK 1535.PAGE 2);00'WIDE EASEMENT-IACATON NOT DEFINED CURB INLET •}}v \ \\ �"^ \ I I� / yer. / ,1 N0.3]2000RDI N,WITH AN EFFECTIVE DATE OFJULV 19,2022.
-B00K2973,PAGE 289;WRICATE GRATE-230.68 \, .,\ 1 , \\\\ \%. \ e \, ..,,� \\ \ _ \ -- j\ J ItI` B cry NSA.. .el _ 3m•'�d'"/4- /� J / // \ / \ 1 '+/ NOTE:ACCORDING TO WANE COUNTY GIS-THE PARCEL CONTAINS FLOOD PRONE SOILS.
-BOOK819.PAGE 270;BLANKET TYPE EASEMENT 15"RCP IN(SE)-228.98 , F _ 9P• \ \ \ \ \ \ ° ` I �9�" / I 11 / / Y `FIBS
SPOOK BR,RAGE Sot;BLANKET TYPE EASEMENT 75"RCP N(SW)-226.93 - '"'e1x�w' f '1 r 6.THE PROPERTIES HAVES DIRECT ACCESS TO TAYLOR RD AND WENDELL FALLS PARKWAY
-BOOK 1458,PAGE 538;N08PEOFlC LOCATION GIVEN;APPEARS TO FALL WITHIN FISTING 156 ELEC.WI 161RCP OUT(NW)-228.88 \ _ \\\ \\ \ 4\/ / \\ _ + "---~ '\�\\ D-0RUB \ ` � � 1 / / / I / / / '- \ _m... (DEDICATED AND PUBLICLY MAINTAINED STREETS OR HIGHWAYS).
-BOOK2215 PADEd9f DESCRIBES WIDE ELECTRIC PNJ WHICH IS 9HOWNHEREW BASED ON \ '` \ _�,� Y.. '-- .J I i \ _yr�sr
SUBBEOUEMPIAT LOCATIONS PIONORAWINGB REFERENCED IN DOCUMENT NOT ATTACHED. \ \\\ f• \ w,.�ox. ,"-7"'� - .---1-_-/ ' / / / / / \ \ / .�°,"�ax+ 7.THE TOTAL NUMBER OF STRIPED PARKING SPACES:0
-BOOK 5364 PAGE 639;35'WIDE EASEMENT LOCATION NOT DEFINED CURB INLET a • . \ \\\ \ \ \\�.per' \�"-- '-' _�.�' \ i_ J i __l ( / �I I I / / )\ B 1 1/ w�°"'�
-BOOK145E PAGE YE NO SPECIFIC LOCATION GIVEN.APPEARS TO FALL WITHIN E0S0NG185 ELEC.P05 GRATE-231.48 `�' \\ \ b m,;-M+-`"6" \\ `\ \_-- _ - -- �- // / \1-. �,_"„�-P�"�O'm B.THERE SNO EVIDENCE OF ACTIVE EARTH MOVING WORK OR CONSTRUCTION ON THE
-BOOK 435,PAGE 428;521 WIDE EASEMENT;NOT LOCATABLE W.INFORMATION GIVEN 15"RCP IN(SW)-227.53 \ \ \ \ '""E" r �W� ""' ,/,--~ I I • Jrk. _e,u
-BOOK 435.RAGE 426,50'WIDE EASEMENT:NOT LOCATABLE WITH INFORMATION GIVEN 15'RCP OUT(NE)-227.42 \/ ` \ \ 2ew _ i / I I /AM PEASE ENT/ / 20 ..J'" _��w" SUBJECT SITE AT THE TIME OF SURVEY.
-BOOK 1.,PAGE.;NO SPECIFIC LOCATION GIVEN;APPEARS TO FALL WITHIN EXISTING 155'ELEC.RNW / \ `v..,,�ws..m" _ �- - �' I BM 1fi PG 12 \/ \ / 20'PUBLIC _ _,„,�'• \\ \ .} ~J ` 1 xv-mes a • DRAINAGE EASEMENT _ m. 9.THERE ARE NO KNOWN PROPOSED CHANGES IN STREET RIGHT OF WAY LINES.
-BOOK 2245,PAGE 508 DESCRIBES 155'WIDE ELECTRIC PNW WHICH IS SHOWN HEREON BASED ON w y Fyn,., q1°� 9 \ -_ �_ - I _/n�p1° By 2018 PG�12 --°*
SUBSEQUENT PLAT LOCATIONS RAN DRAWINGS REFERENCED IN DOCUMENT NOT ATTACHED. _a.� \` ` 1\_ T - _ (' J __ 'M6�1 uq-��_,Lyry.,
KOOK 2280,PAGE.7a WIDE EASEMENT,PM DRAWING REFERENCED NOT ATTACHED TO DOCUMENT --mr�"'r \ \ - \ -- � -H- ` _- IRA 0PP Wwvl.e7 J Y \ _). ..� I / / SI Bmr�'""� 10.THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP,SUMP OR
-BOOK 1459,PAGE 545;N0 SPECIFIC LOCNTION GNFN;APPEARS TO FALL WITHIN EXISTING 158 ELLC.RNW _..,.�w�°"'�aw _\ urvi^°Nr \ \ \ _ . _ _ � ��• �/ \ I. / \ _ P CURB INLET SANITARY LANDFILL.
-BOOK 126)1,PAGE 1021;31YWIDE EASEAENTNBIANKET SVPE EASEMENT FORMATION GIVEN ' °" /wun m,--mr 1 \\\ B\N /\ _-�_ ' 155 155'DUKE ENERGY wr�°"'� \ \ _m. 31' 6 \ O GRATE-239.63 11.ZONING:PUD-15-1
w \ X` \ V\ C „_\.k-- PROGRESS UAUTY EASEMENT-"'"-- -9� 4 /°" \ / 18'REP IN(E)-238.63
s. GOBS GF WAY TO CARIXNn POWER MOO LIGHT COMPANY RECORDED IN BOOK Ras,PACE 512 AND N ,„,�""'� ../x. \ \-, \ `' 30'CITY OF RALEIGH - BM 19B8 PG 209 \_ w"�°" / ,1 t- 1[i'RCP IN(W)-227.9D
BOOK 5364 PAGE 640. ,. \ \ 'M \ \ SRN.SEWER EASEMENT BM 200E PC 1372 _ \ I ` \ 60"RCP IN(S)-228.27 -
-BOOK2245PG51;;DESCRIBES 15DNIDE ELECTRIC RICO WHICH IS SHOWN HEREON BASED ON SUBSEQUENT ,V/\\ Y \ \ \ BM 2018 PG 1269 ,_ BM 2018 PG 1269 a,"�a"'�'m__---� w / (///\,\://...71.,
\ 60RCPOUT(N)-226.18 -
PLAT LOCATIONS.LOCATION VAGUE AS DESCRIBED IN DGGLINEFEE
BOOK 5364 PGOO-NO SPECIFIC LOCATION GIVEN IN DOCUMENT. `CURB INLET ` \ \\\\ \\ \\ \ . •m ^'. ar °"'� - ,""�^'°�`- - / / \\\ \ \\/GRATE-230.68 e\ \ � / / \i. { (s)Tosan11ERN BELLTELEPHONEANo T¢ECRAPH COMPANY REcoaoEo W eaorc 1z]8.PACE 40s. 15"RCP OUT(NE)-227.73 \\\ \ \ i�^`r �..-- 1 E.
PE J�\ / Ill. �L._mw6 D E GPM ry AGRENGT HET G&WEND LE aEGGRD o IN BGG ,2D�.PAGE 2,43:AS \ A\ \ \ \ \ -\-- «ram "" / J R TABLE
AM.DED IN
OK 14422,PAGE 1679;.ASSIGNED AND ASSUMED IN BOOK 15475 PAGE 1664 AND IN
CONNECTIONS HEREWITH CONSENT TO ASSIGNMENT OF DEVELOPMENT AGREEMENT AND SUPPLEMENTARY w \w • 3 \ _,.,r, / \ CUR ADIUS ARC LENGTH CHORD LENGTH CHO AR G CHO ARI G
ECIARATON TO ADD PROPER Y TO DEVELOPMENT AGREEMENT RECORDED W BOOK 15078,PAGE 1871:AND -"_ �m+�tl" \ \ �� ' .yO / �" ct / es. is. 19. n nPAGE ER BOOK 16E8,PAGE 2668 AID CORRECTED IN BOOK 16473,PAGE 427,FURTHER AMENDED IN BOOK 157.,PAGE(144;BOCK 15978,PAGE 995;BOOK SFURTHER AMENDED IN BOOK - _��um�•• \am - ` \ \ �: 20 PEASE / II1 ,� GRATE-241.79 C2 35.00 54.98 49.50 3]t'14 51E M) 371.13.59.E.4'W(R
n �� \ e \ DRAINAGE EASEMENT / / 1) I I \^ �0� 18"RCP IN(NE)-237.79 06.E(M)
-BOOK12089.PAGED21141 NOTHING PLOTTABLE -BOOK 1.22,PAGE 1879;NOTHING PLOTTABLE „_,..-m'' �,_m \ •\ a \ \ BM 2018 PG 1269 / I \ \ • `II 18"RCP OUT(W)-237.50
-BOOK 15478.PAGE 1664;NOTHING PLOTTABLE -BOOK 15478,PAGE 1871;NOTHING RATEABLE maw-�°"' . \ \ \ \ i_`/ / \\\ / \ i\ 1'\
-BOOK15]82,PAGE644;NOTHING PLOTTEBLE -BOOK15978,PAGE 895;NOTHINGPLOTTABLE ",e. •'r""m _ -\ \ / CURB INLET \ 8 \. ,
-BOOK 15998,PAGE iR5;NOTHING R.OTTABLE -BOOK 16215,PAGE 086;NOTHING ROTTABLE 4^"'-'�- \.,... \• \ `-- / GRATE-239.26 / I I I \ N 1? / I N�
BOOK 16465 PAGE 2.5 NOTING PLOTTABLE -BOOK.73,PAGE.);NOTHING R-OTTABLE on--•'" 8 \ \ W - 1 y / 18"RCP OUT(E)-227.91 O•
-BOOK 17255,PAGE 92;NOTHING PLOTTABLE -BOOK 1]BBB,PAGE 2]40;NOTHINGRATTABLE r-�`"" -� '• \• \ -� -� / I \\\\ \ P \ COUNTY OFWAKE LINE TABLE
S \ W SAN SEWER MH M1 \ , \
9. DECLARATION OF EASEMENTS IN COVENANT TO SHARE COSTS FOR WENDELL FALLS RECORDED IN BOOK , \ RIM-236.96 I \ (/,(W. P/N 1763885333 LINE/ BEARING DISTANCE LINE/ BEARING DISTANCE
IOW,PAGE 416:AS AMENDED IN BOOK 18644,PAGE 409:BOOK 17064,PAGE 79R BOOK 17185,PAGE 1128; \ 4..\ Z 2 \ 8 \ \, 8"MTL IN(SE)-223.26 // \\\ \ I,.\ \ DB 17185 PG 1663 VIM) S 63.45.55•W %so. L1(R) 5 83.4e'02"W 59.80'
BOOK 1710.PAGE 1130;BOOK 17105,PAGE 1143:BOOK 17200.PAGE 1351;BOOK 17541,PAGE N72;BOOK ,/� 0• \ 8"MIL GDT(NW)-222.96 / \
\ \ \ WI-O \I LOT 12
17857,RAGE 1718;13001f17867,PAGE 1459;BOOK 1]838,PAGE 1734;BOOK 18078,PAGE 5R;BOOK 18278, �.`, \ 1Tp>. \ ♦ Nfl \ QI PiI \ I BM 2018 PC 7270 L2(M) N)1T4'OB"W 49.50' L2(RJ N)1'14'OB'W 49.50'
PAGE 1175;BOOK 18.,PACE 195 BOOK 18765,PAGE 1007,BOOK 18826, PAGE 1370;BOOK 18037,PAGE . ,O /' \ W1(.! FMAPLE
151B:BOOK...RAGE727;BOOK19110.PACE64B BOOK 19224,PAGE WO;AND BOOK_,PAGE_ \ O \ \ \ STORM MANHOLE / OWNER: ./ \\ \ \ \ %`, \\\\O\2"
(RECORDING INFORMATION TO BE PROVIDED). �•g . RIM-234.62 / NASH WENDELL FALLS LLC / \\ \ \
BOOK 18844,PAGE 416;NOTHING FLOTTABLE f�A \ \ \ \ 38"RCP IN(9E)-228.82 / PIN 1763881332 / \ \ \ \\ I
AS AMENDED IN BOOK16844 PAGE459;NOTHING PLOTTABLE ON SUBJECT TRACT NI'
\ W 36"RCP OUT(NWy226747--- J DB 15478 PO 1623 / / \ \\' \4XMK 17084,PAGE iss;rvoTHINO FLOTTABLE 5W /\ ._/ / \ \ \ \' \\ F
-BOOK 17105,PAGE 1126:NOTHING PLOTTABLE N W.-- \/ 4 W • co-11 / / \ 1
BOOK 17185,PAGE 1130:DESCRIBES EASEMENTS AND MS SHOWN ON BM 2018 PG1288(SHOWN HEREON) Q .• JJ \ \�••\ \ ' / BM 2018 PC 1269 / \ \ \ \ \ \ LEGEND
-BOOK 17185,PAGE 1143;DESCRIBES EASEMENTS AND RANG SHOWN ON BM 201E PG 1269(SHOWN HEREON) '�y 9 122,226 SF / 1
BOOK 1R90,PAGE 1351 NOTHING PLOTTAIBE ON BIIBJ[CTTgACT AjJ, \ • t \/\/ 2.81 AC / / \ \ \ \\ \ RECORD (R) SPRINKLER HEAD
-BOOK 17541,PAGE 2472 DESCRIBES EASEMENTS AND RAVE SHOWN ON BM2018 PG 1268(SHOWN HEREON) \ C 56 '^ "4 s LESS 350 SF ER \ \ \ MEASURED (M) IRRIGATION CONTROL VALVE IRclr�
-BOOK 17857,PAGE 1718 NOTHING PLOTTABLE ON SUBJECT TRACT V• \e\" \
-BOOK t]BBm,PAGE 1458'NOTHING PLOTTABIE ON SUBJECT TRACT j��.I \\Fl\•.\ \ \ SEVER LI\\\!\ \\ I B�21 PG 858 // \\I\\\\ ' \ 11 A.\\ \\2"FMAPLE-BOOK 17867.PAGE 145B:NOTHING PLOTTABLE ON SUBJECT TRACT T3 rt SURVEY CONTROL • WRIER VALVE �'v
BOUNDARY MONUMENT •
(d
\n BOLLARD 0 FIRE HYDRANT
-13.K 18076 PAGE 577,NOTHING ROTTABLE ON SUBJECT TRACT .�5 \ \ \ 9 / I I \ ' \ �y� STORM INLETS ®®�
-BOOK 18276,PAGE 1175,NOTHING PLOTTABLE ON SUBJECT TRACT •So \ 8 + \ \ / I I I \ STORM MANHOLE O WATER METER I�gr
�I
-BOOK 10428,PAGE 198:NOTHING RATTABLE ON SUBJECT TRACT \ \ \ \ • \ / / \ \ 1 \\ I CLEAIW T GAS VALVE Cd
-BOOK 16503 PAGE LBO];NOTHING PLOTTABLE ON SUBJECT TRACT CURB INLET \n \ 1 • \ •
\ • / \ 1 I' \ CURB INLET FIBER MAH ER
-BOOK 1W20.PAC£13IO;NOTHING PLOTTPSLEON SUBJECT TRACT \ / \ GRATE-239.12 AR CONDITIONING UNIT
GRATE-234.77 \ \ W \ 0497E / \ 1 .N \{{ \ Jp l:
-BOOK 10937,PAGE 1519;NOTHING PLOTTABIE ON SUBJECT TRACT \ • \ •_ --" 47l, l 36"RCP IN(E)-227.77 TRAFFIC HANDHOLE LJ &GN
15"RCP IN(SW)-230.77 \ \ - \ \ I. f \ (W)-227,72
-BOOK Isom.PAGE R):NOTHING ROTTABLE ON SUBJECT TRACT 15"RCP OUT(NW)-230.62 \\SS;\ ' `` 3/ / / 36"RCP INS DEC.OUTLET EO❑
.\ . \-4 \ SAN SEWER MH I 1 \ \ LARGE ROCK
-BOOK 19110,PAGE 849;NOTHING RATTABLE ON SUBJECT TRACT ' \ 9 \ \ 20'PUBLIC 1 \ BO"RCP OUT(N)-227.84
4300K19214 PAGE e08;NOTHING RATTABLEONBUBIECTTMCT \" RIM-239.59 / \ DEC.BO% �� g.
HANDICAP
• ` \ \ + \ B"MiL IN SE-224.49 DRAINAGE/EASEMENT \ \'\ '"ID
p{`�\ 0 ( ) BM 201'B PG 1269 •
PVC SNB EIFC.HANDHOLE LJ 1REE SYMBOLS+SIZEto DECIARATION of coNOnoNs wENDELL FALLS CURB INLET % \ \ 8"MR OUT(NW)-224.32 \ `\/� ��ENANTs, AND aESTR CTwM9 Poa mTnMEacA CRAZE-235.64 A \° \ \ 'M BK 1g426 PG 187 \ \�\ \/' 3"FNAPLE HANDHOLE �❑ BHRUB/BUSH
Gov ,,1�J\/=PROPERTIES RECORDED IN BOOK1fifiM PAGE 1;A4 PAENDED IN BOOK 16641,PAGE 4%BOOK 1]055 PAGE / \\ STRIA SEWER MH /
rose BWKt7657 PAGE t454 B7RAI.P e4 PALM:BO e00K rates PACE tt BOOK 17185,PAc t1d3 15"RCP IN('W'-231.32 \` \ ♦\ \ \W RIM-236.98 i OIR7 PANT PVC BNB \ ` UOIT POLE '� FENCE
BOOK 17290, 15"RCP OUT NE-231.16 \m FENCE ❑
t)68),PAGE 14)1EBOOK Bi939 PAGE ITJ4;BOCK PAGE 1)4)'BOOK iNM�PAGE 5R- BOOKE18278 n \ \ J6"RCP N SE-228.53 / _ N�m UTILITY POLE ca,
PAGE 1175 BOOK 1842s PAGE tm BOOK N65 PACE 1607 BOOK 8926 PAGE 370 BOOK 18937 PACE \\ \ \�. \ ( ) /'� CURB INLET / ���- •
x+ `\ _ STORM DRAIN PIPE -
\ 36"RCP oUT(NW)-228.38 5'PRIVATE
t (,PRATE-236.67 GROUND LIGHT DM
50 \ \ ....... UTILITY EASEMENT 7 PK CONCRETE ND SANITARY SEWER PIPE
e
Ew(RECORDING
INFORMATION
PACE ICI TO BE PR PDED).AND A Y RE PACE 9I AND Baa(�RAGE S \ \ \ 3.CP IN(SE)-228.37 PVC STUB
/. ALNm
(RECORDING INFORMATION TO BE PROVIDED)AND ANY RELATED MAPS PUNS BYLAWS AND OTHER / _ BM 2018 PG 1269/ - mom\ �m� PATH LIGHT ¢� GAS LINE
DOCUMENT(S) rjt \ \ \ 36"RCP OUT NE 228.20 f ° m_
4%)OK 16644 PAGE 1;NOTHINGROTTPBLE \ ( ) ��� °_ POTHER LINE i
/ \ '�}, \ \ \W UTILITY LINES / `.1 1 --- YARD LIGHT TEI2pHONE LINE
-AS AMENDED IN BOOK 1.4.PAGE 489; PEOTTA&E ON SUBJECT TRACT 50 \ \� \ \ \ OVER RAW AN 1 / � '\ SIGNAL POLE '�G IRRIGATION UNE R
4%)OK 17055 PAGE Pose-NOTHING PLOTTABIENG \ \ \ _E&,SEMEN-T-L ES STRIA SEWER MH p/�/ �s UNKNOWN WIRY •e '
/' CWMUNICATONS MATING-E
•
.By, .L RIM-23].B6 m� / O
-BOOK 17687 PAGE rasa NOTHING PEOTT•BLE \'£ / c\ \ s AS SHOWN // / /j// OVERHEAD WIRE\ \ 36"RCP IN(SE)-229.91 / /a /p / SEWER MANHOLE G N FIBER OPTIC LINE
-BOOK t]064 PAGE]99-NOTHING RATTPBLE \ "`F .---Y 36"RCP OUT(NW)-229.79 //w
-BOCK 17185,PAGE 1135 DESCRBES EASEMENTS AND RIPS SHOVED ON BM 2018 PG 1269(SHOWN HE..0 CURB INLET ',\ \ \ ///jO °j•/` w / ELECTRIC MANHOLE ® TELEPHONE FIBER OPTIC LINE-^° ^°-
-BOOK 17185 PAGE 1143 DESCRIBES EASEMENTS AND RAYS SHOWN ON BM 2018 PG 12.(SHOWN HEREON) CRATE-234.59 \ \ \ / / / / FIBER OPTIC LINE -•°-•°-
-BOCK 17290 PAGE 1101 NOTHING PLOTTABLE ON SUBJECT TRACT 15"RCP OUANE)-231.59 ......... \ / / / `/ MANHOLE 0 WATER UNE -q-q-
-BOOK 1F.#1 PAGE 24R-DESCRIBES EASEMENTS AND RAYS SHOWN ONBM2010 PG 12.(SHOWN HEREON) -\ • \ • \ PVC STUB / o•/P/I / ' / WATER MATING-E ® CABLE WRIER MNE
-BOOK 17.7 PAGE 1716;NOTHING ROTTABEE ON SUBJECT TRACT \ \ \ \ \ b \. / _ _
\ /'/ / /•/ / / CABLE NUNS -4^'-'^'-
-BOOK 17681 PAGE 1.;NOTHING PLOTTABLE ON SUBJECTIRACT a K. .A \m\ \• /.N//.° °cj•/p / / TELEPHONE PD) ❑
-BOOK 1]60)PAGE 1n1 NOTHING PLOTTABLE ON SLIBIECTIRACT \ \ \ '° / /jO / / WY RARE
-BOOK PISS.PAGE 1)34'NOTHNG pLOTTABLEON SUBJECT TRACT \^�
-BOOK1]839 PAGEfi4]NOTH NOTHING PLOTTABLE ON SIIBJECTIRACT \ `"� ......\� .� \ \'^-----m b / L�\\%J�.• 'M /P. RI -' / /i _
-BOOK 1B%B PAGE 5R NOTHING ROTTPBLEONBUBIECTTRACT 12 m / /W ._./--
-BOOK 1827E PAGE 1175 NOTHING PLOTTABLE ON SUBJECT TRACT `� \°\ \
•
4300K18428,PAGE 198,NOTHING RATEABLE ON SUBJECT TRACT " A. ° ` 'a/ ,o\\ PVC SNB
\\, /°y�\ Q, VP�$�" / SURVEYOR'S CERTIFICATION
-BOOK 10785,PAGE 1807;NOTHING PLOTTABLE ON SUBJECT TRACT ,\\ �r °m7 yy...--).:),'
Y' �}E�' CONTROL POINT
J300K 1BB26,PAGE 1370;NOTHING PLOTTIBLE ON SUBJECT TRACE / \ l�Y^ / / " s F4 0014
�S 4 ,Q09/ KCIM1 RB&C
w ((L� 4�1R�v
-BOOK 10837,PAC£151B;NOTHING PLOTTABLE ON SUBJECT TRACT ,� .� � p/ b\ ) �1�°' QCt -- - N:738170.39 TO: CHICAGO TITLE INSURANCE COMPANY
-BOOK 19078,PAGER)NOTHING RATEABLE ON SUBJECT TRACT SIGHT TRIANGLE /�' S. '�'`- E.2168296.00
-BOOK 18110,PAGE 048 NOTHING RATEABLE ON SUBJECT TRAci / `� �'T�X` �' 7 9. JELB REAL ESTATE HOLDINGS LLC
BM 2018 PG 1269 `•� /z / - -b lv $� \ CURB INLET
EL:238.25
-BOOK 1B224.PAGE 995;NOTHING ROTTABLEONBUBJECi TRAci `,� /•--- �.- �b GRATE-238.74 I,JAME9 M.GELLENTHIN,CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
�- - _ ----�_ 38"RCP IN(SE)-229.79 BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS
11. DECLARATION OF USE RESTRIcnONs RECORDED N BOOK 16646,RAGE 488:BOOK t7657 PACE ti4D;BOOK PVC STUB r - /./ $ b\b / w/ \ 38"RCP W T(NW)-229.89 FOR ALTNNSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,
17687,PAGE 1498;BOCK 18425 PAGE 209;BOOK 18837,PAGE 2371 AND BOOK 18765,PAGE 1615.
/ AND INCLUDES ITEMS 1,2,9,4,BA,]A,]B1,S,9,11,19,14,18,17,AND 180E TABLE ATHEREOF.
-BOOK 188/8,PAGE a88;NOTHING PEOTTABLE -BOOK tB/OS PAGE 1740:NOTHING N 6420 LE \__ , W / m/m \
-BOOK 17607,PAGE 1.;NOTHING pLOTTABLE -BOOK 18428,PAGE MS NOTHING PLOTTABLE -F-
-BOOK 18B37,PAGE 2371;NOTHING PLOTTABLE-BOOK 18705,PAGE 1815;NOTHING PLCATABLE � � COMgt.IE 8 \
12. DRAINAGE,ACCESS AND MAINTENANCE EASEMENT AGREEMENTS RECORDED IN BOO(1N2.PAGE 187. _ _ \ / \ 9
-SHOWN HEREONI \ 8 \
•
_
I \ \N COULD NOT B JAMES M GELLENTHIN,NC PLS No.L-BBBO O
13. RIGHTS OF OTHERS IN AND TO THE CONTINUOUS AND UNNIERRUPTED FLOW OF THE WATERS BOUNDING OR `' \ FIND OTHER END
CROSSING THE LAMM.)RIpARMN ANDJOR LITTORAL RIGHTS INCIDENT TO THE LAND. RIGHT OF WAY YYY
NOTA MATTERSONVEt' - `
\ Cl-I---- SAN SEWER MH
DEDICATED IN / '� RIM-237.75
BM 2021 PG 858 / \ 8"PVC IN(SE)-229.65 /N ALTASPS LAND TITLE SURVEY
/ • 8°MIL IN(E)-225.55 KCI ASSOCIATES OF N.C. BY
8"MTL our(Nw)-225.50 GRAPHIC SCALENASH WENDELL F FALLS
i-� SD' a 15� 3aGINEERS, SURVEYORS AND PLANNERS LLC
2�\ Ti' C I LOCATED IN TOWN OF WENDELL,
5 - - -sG' 4505 FALLS OF NEUSE,FLOOR 4 WAKE COUNTY,NC
RALEIGH,NC 27607
-
ASSOCIATES OF PHONE[phone]•FAX[phone] DATE: SCALE: SHEET:
1 INCH=30 FEET NORTH CAROLINA rob.baumgartner0(Ci.Com APR 10,2023 1"=30'I 1 OF 1

>
U CO
CO
Jr.1 \ I 1 \ \ I EROSION CONTROL LEGEND w
r I \ \I 1\ \ / - Q
•' I I I I \ \ \ \ \moo° I - - PROPERTY LINE o
\ I I I 88 II ` I\ \ \ \ \ \9s / LOU OMITS OF DISTURBANCE CO
IT
✓ -�\ I TO� I I II III II I \ 1 \ \�'�\\_ '�/// // SF SILT FENCE
E I n ) \ / // _- / TPF TREE PROTECTION FENCE
�• II III I A\ A �I I / I v i //
II a���N-E IW V I I\2s 1 A\ / // /// __���� / SF/TPF SILT FENCE
TREE PROTECTION/
�° \ I ��OH \I v 1 \ / / / / CO
H oIl I I I I\ W�_0 \\ / N 22p\ N ,/ / / / 226 805- EXISTING CONTOUR Z
I I o_EJ/I,W \ I \ I \ ,pN �` / `vti .titi B05 PROPOSED CONTOUR a w
OH I I 1 "�� 1 \ :III' PI
�n ��, 5 / \ o
DRAINAGE AREA BOUNDARY
1/ I N II III \}"W ON w
`� I \\�9Hw� � ) -_ w
ro - � gl CONSTRUCTION ENTRANCE
( / \ / -- \`/ 227 - --I
_- I ® SILT FENCE OUTLET
N` I II °RW - °F w --\
l \ �` \
II
II \ I - -` �1 �222`�HTV- _-- - "YL"� I I/// --_\\\) 1 /'Y / ` ` i \ ® CONCRETE WASHOUT STATION
I I\! \ --L- I `b ryy--- �H�y / ` _ -" I\ tt INLET PROTECTION
\ u 1 \ \ I\ I - `r_ =moo"-_ --- �7-oHW / / l\,
\ T- `I 226-- --__ / \ 1 `/ / / / / ,yam / -22a� -�� _ ` = DEWATERING SEDIMENT BAG o
F L W by ',,,,/
_I--- \ _ -zv. OHW \ \ l I I OHW / / /I\\\\ -
I II L = I -__ - _ ``z2a_ _ \` ��o�W ,Il ' �p/�9Hw�-----of-it //'ry'„/ \ LIMITS OF DISTURBANCE = 1.95 ACRES 5
i �OH 1 I o I __--_` _ \\ = HW N�zzbs� ry�°i Af�y_\ �'- //,,.1- - 231 = CO
OH I \ 30' _ -229_ ��\ -�\\�-� i�Hw� / \OH,Mri,_ i / ' 1 / I.
zzo
# _ ?, PHASE 1-REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE O
Y I YHW_� \\ I S)/),;')SfwFR F Rq 7$S. ` 3 �� � J--_ / / '`�� / // I % �°H I -_232 1 I / Skimmer Basin Phase 1 1 GUIDE FOLLOWING PPHA ION CONSTRUCTIONF ATRUCT SEOF QUENCE
IS FURNISHED
HEDTS.A GENERAL N
II / I pHW\\ " 2078 p�gSFM�H pokF F _ ° =\ _j,\`--\\ / / ry°' °"W�oH 1 // w� "w n - -� DEIGN INFORMATION O Q t I
-▪ -I OH W I/ OI I i_O 126g NT NE�/jG.Y \•23) �1 J� - / / \ / / W�ti/,/,..- / r 1 TOTAL DRAINAGE AREA 1.39 AC 2. OF COVERAGE AREONCE THE NOBTAINED,AND SCHEDULE AENT OPRECONSTRUL PLAN OCT ON CONFERENCE WITHVAL AND NCGO1 ATE O a'
• HW F �" -- LIMITS OF DISTURBANCE \ / l / HW / // o ` / TOTAL DBTURB®ARE4 1.28 ACo
0. $�c p / / I I ' 7CENVIRONMENTAL CONSULTANT,KAYRN PAGEAU AT 919-796.8769.OBTAIN A p rn U
o I " ..1 ° I \ I °Hw q 'yFiy „„, ,_,,...,_2„__ _OFFSET FOR CLARITY)(TYP.) \ // / l l/ // �\w I 233' _ TO 5 MN LAND-DISTURBING PERMIT. <m z
I
" 030' zj I _OHw T7S.. z3j s>I-----(_._
\ \ 'So / / / // `0N3ri� I I RATIONSTO o.so /��\ o w LL o CO
MW _ ` ,o.-P. - "��\gyp �9"'Sp \.�' / / / _232-- �" I DESIGN STORM INTENSITY 7.27 INMR 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION PAD ENTRACNCE,TEMPORARY DIVERSION "".\' I o
I }I I J OHW ,T FrF P / / /I / O W DITCHES,SILT FENCE,INLET PROTECTION,SEDIMENT BASINS OR OTHER MEASURES AS ^ <5 O I O
HW E' N�, l �� FEAK FLOW 5.05 CFS w
`• o \ . 01- 3'. NF OL ,� SHOWN ON THEAPPROVED PLAN.CLEARONLY AS NECESSARY TOINSTALL THESE `a ,\ 6 "S - SF / OEiIGN CALCULATIONS DEVICES.SEEDTEMPORARY DIVERSIONS,BERMS AND BASINS IMMEDIATELY AFTER TrCZO SURFACEAREA REQUIRED 2198 SF CONSTRUCTION.�1 23A
I4JJJ I-- SURFACEAREA PROVIDED 2,309 SF �o i g \ H w �O/8 GC/�Og �HW / / it 4. CALL KAYRN PAGEAU AT 919-796-8769 FOR AN ONSITE INSPECTION BY THE
ZO , ` /� // / I I VOLUME REQUIRED 2,268 CF ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLIANCE. J m CO
U« �� �23 0 26g 01 / Ij // I DEWATERING TIME 2.74 DAYS en
I -..I/ JOB BOX AND 20' 3--_ HW // I 5. UPON APPROVAL BEGIN CLEARING AND GRUBBING.MAINTAIN ALL EROSION CONTROL
Z 3 P SILT FENCE OUTLET OHW I ( / / I I VOLUME PROVIDED _ 3,497 CF DEVICES AS NEEDED.ROUGH GRADE SITE. "O
O I SILT FENCE OUTLET -It RAIN GAUGE(TYP.) \ OH \-- ` 3/' / ICO
o (TP.) I e Fq(/C D `OH (TP.) OHW I / / C'CF PR/H / i, ► m�r., EMBANKMENT WIDTH 5 FT COo F o
t I T 1 �3 M 2 SFM Rq/ W 'S5 -{'--.- EMERGENCY SHLLWAY LENGTH 8.0 FT 6. INSPECT AND REPAIR EROSION CONTROL MEASURE AFTER EVERY RAINFALL EVENT OF)" •_ >2
ce ^II I 4� I Oj F SILT FENCE(TYP.) ` OHw / 1 SF OT �" OR GREATER OR EVERY SEVEN(7)CALENDAR DAYS. © d
w V I /,� 1 &p0 7 �''F OHW` I 0 ) ( P MF - 1 I I EMERGENCY SRLLWAY CAPACITY 8.4 CFS 4
T I 1 \..1..
\ I 726g OHW` SILT FENCE OUTLET(TYP.) -Ham`O °/2/ T� I 1 SKIMMER SIZE 1.50 IN
/� 7. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION
\\\
-s O OHWHW� /" I Ir 1 SKIMMER ORIFICE DIAMETER 1.25 IN CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL y
/O I I I O�.r I MEASURES.SEED AND MULCH DENUDED AREA WITHIN 15 CALENDAR DAYS AFTER ANY
). �\ BAFFLES(TYP.) OHW / /�C` y\ I / - SKIMMER OUTLET ELEVATKKJ 230.00 FT
I ` ° PHASE OF GRADING.MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT
o I / \ 00 j_ OUTFACE PIPE(TYP.) `_------ \\ CFI \ H6/C I• 1 -1 BASING�METRY GROUND COVER IS ESTABLISHED.
o
I 3S ,. SKIMMER(TYP.) -233 W_IOHw \ / / °HW 20' r' AREA(SF)ELEV(F() 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
-� �\ ` H / // - P • BOTTOM OF BA61N', 1188 230,8NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND WAKE
m" \ `'J��: I 4. �j T� I I gNMNz f R EMERGENCY SPILLWAY(TYP.) ° W��O / / / _I , -C PRIMARY SRLLWAV ELEVATION 2309 232.8 COUNTY EROSION AND SEDIMENT STANDARD DETAILS.
\ iS• I .. I I - D - BMMZ 3:..9 46, <'\ / `�CH�1,,,,"
I 1 I TOPOF DAM: 3125 234.0
` \ ram• ..).1100)..44,• I W(Sf? ` 20.0' / / 75-\ / I I I PRELIMINARY
a `o T �\ / / 'I- I W NOT FOR CONSTRUCTON
UI , I \ •I w r .r' I /j (N \� -. 9O // I / / /�,1 STOCKPILE MAINTENANCE REQUIREMENTS
Q • 41�. CONSTRUC710N ENTRANCE( '.) 6 \\` • i / // / // 1 '-1 oH U 1. SEEDING OR COVERING STOCKPILE WITH TARPS OR MULCH IS REQUIRED AND WILL
E ,, t
°� •���• I ,,�"• �_ TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. THE TOP OF THE SLOPE
234 I I REDUCE EROSION PROBLEMS.TARPS SHOULD BE KEYED IN AT
it -•-• I �`� I f �04- - _ o TEMPORARY DIVERSION DITCH(TYP.) I I /I I if I
o --
'o I AV f�X �vv� • I / / / / - _ 2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE
I O I, �'- X ` X -(- / , - INLET PROTECTION(TYP.) / / // / // II (BUILDERS,ETC.),THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF Z 0_ U drcI I \ - X `X`� // DEWATERING SEDIMENT ,ry0 IINEW RESPONSIBLE PARTY FOR THAT STOCKPILE. 1 N C7 3 U O U
I I -Ras' } BAG AND PAD(TYP.) \ 11. I/ U N O ¢ Q2 - \ I I I{ - 3. THE APPROVED PLANS SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND CO U O =
i
vr- IIj, CONCRETE WASHOUT(TYP.) .�Sp Y` / 1 �^��' I MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. O w N
d F�n1zi 1 ul Iy I' II ` ,„,2264 232 23�+/ 'J _co C�� TD T /D/ � / / 2401 J I I� 4. ESTABLISH AND MAINTAINAVEGETATIVE BUFFER AT THE TOE OF THE SLOPE(WHERE EL co O CO m m m
�!� U W
n 3 IS V 1 �i I I I I •L 35 D LO / I I / I r1�_ ir.l PRACTICAL). O O CA CV 3 L.
III V a ° I I 5"3 PJs� 4 - - • ' ' - _ �� 7 0�/ I 1 1 \ LII •rli('I a1 w o
GH A \ 23 2
I o l ° (TYP.) A - II /,
AIN TP.
_I 7y�o II II U s 11 4 \_ 'BRsa��rF rre3s sr / l / / / I I 1 /����
F I O�/
/`• m O I i I \ I I I EXISTING DIRT PATH ROCK CHECK DAM(TYP.) J 2j9 I/ / 1 /� / ,,y
\ I / 1 I LL
-1 ILI� 23s II \ I II �'� I I 1 I�
�� I I I , I 1
CO ° Q a FQ 1 I I U I \\ ul II SILT FENCE(TYP.) \ 15"SLOPE DRAIN(TYP.) // / I I I I 1 r/I H
CO a 1 4 d' o �1 I 11' q I 4____
I I I I I // CONCRETE DRIVE Z
r
N 1 1 /
N
W INLET'-OTEOTION(TYP.) - A // I I I I I I/ I 0
o 8; \\N 7 z r/ I II I/ I/ I I W 3e\ \I' 236= I I II i 12 (..) .
° w 1 I ho 1 o�11 II I RM"sf / //I ati
_ 7 T
J. I 4‘ ON I a,,"by:;My I I I I l I L 1
vv f1 ) II II I Mk°UT.A? VV I \ I 1 I I 1 / II / 1 �I I�l1 CL
,, v m III 1 Ip l R I 11
! I �NM, 0Y R 5.0'TEMP,"ARY MAINTE •'NCE / I I / I / l I/ l 0
I 11{��o \ ,3s,Ra' 9a MH AND ACES EASEMEN / I 1 I I I • I- / /V p
d., r.
II (le
S I RC °T(w/�2zg / � / I I I / I 1 I I 1 <e
°o ill I (\ o °. s I I I 1 II / W
o ` \ /I I vI IN / I I I II I I l
c> ; \ 1 'r\ jI
V \I1\ // SILT FENCE( .) II1 / Q
oSTOCKPILE LOCATION I / I - / I / Z
SHALL BE 2:1 SLOPE OR.LATTER I o = �� I 1STOCKPILE SHALL NOT /// / I I1O
O ° � I q "-- I \ EXCEED 35 FEET IN HEIG T / / I 11 I Jo I I Il '237--- /g - _.--__ _---- / I I 1 I I 1 /
U v ��� II I ��sy _- s II I 1 1 W w U
A I 3s R°p co',�NRn rfRe iN� 12Q �I Q U
�I� Z I \\ SILT FENCE -.) r(El_zzg siT' a ��/ °\ I I /zF Z J o
Li
v 4Fa ce '^, .. Z
Li O \ SrR,y 22B.?> Rr / l ./', �' I„I„I Li)
�, ML�CA �� v A \ RiM 2sf ° "'R / I� I`L.J Osv1�AIt
, -1oiN: A I ,e assR ccasR My // ��(..,I 1. V IlI I l 0c3m vvv ��� '�• \ �\ ��A v .-too`\V v� cp°u>N 22ss, s s �. -__- �/ /� I 1/ /
> FO O .� i ��N---238--�- \v \ .. LO cog
11III I\II �, Q Q Z
i=o° a \ \� I . «;� a\ �\ �a \\ \ \\ LOD,HC 'Us \ 1 I I 1 ° rf �/ w w
v, \ pH \\ ��N ., �.�� v F0�A A Av A sloe / ARCS V I I I I a'PgR �NLer , ' LL L
L'Sre \ / •1143 `�...a F \ \ \ \ -OOl - - -- .... - / -- T eg \ \ 1 iI 1 1 334 RCp 239.> , 1 1 1 a O LJ
m - @ \ .."- _ _ '� O FO Fii_ - • - I \ Rc iN 1.
• �_ _� �__ _ F •\ -F-°------ 1 sp Rc p�N(fj. m U
\J ..• LO �^' 0_ -FO ff -�� c car FOB • . III- --\ 1 I 11 II p°r,T(N� /VpRT�/ Know what's below. > -1 i
1.11
�2e\ ; �, ra\ F° LD F R,FO _ _FO_ - -: - - - -- 111 i ° Call before you dig. D CR (__ Oe, • ,0.4-' E o\ OMITS OF DISTURBANCROAD ---1---- ' 2� � FO\ \ ��\53KZtu&
f GRAPHIC SCALE IN FEET Z
SURVEY NOTE'
C 2 \ I \ @'\ (VARIABLE WIDTH PUBLC R/W) I ) FO Nap \ �� ALL EXISTING TOPOGRAPHICAL AND BOUNDARY ~
.. x (OFFSET FOR CLARITY)(TYP.). O '238-- \ I w I \ �po 0 10 20 40 O
m E ✓/ /\ I \ I1, BM 2018 PG 1269 N.
I 2^ �sopq ,N. INFORMATION WAS PROVIDED WITHIN AN ALTA/NSPS SHEET NUMBER
LAND TITLE SURVEY PREPARED BY KCI ASSOCIATES
OF N.C.,4505 FALLS OF NEUSE,FLOOR 4,RALEIGH, C2"0
a F NC 27607,[phone],DATED 4/10/23.

Li U- >
- O 0
Q
i• 1 . , II 11 i111 �__ i v�vv I EROSION CONTROL LEGEND
n .- I II II IIII II I ����\ \ \ \\ \\\\ /// 7 / / - - PROPERTY LINE N o
n I \ "` LOD LIMITS OF DISTURBANCE
j ry I o4y_
I II IIII 1\ / I ` \\\\ ` / / // /// / / SF SILT FENCE
E I x I I \ I \ / \ ` ` / / // - " / TPF TREE PROTECTION FENCE
iyW -, I v C` 3I vv A // SF/TPF COMBINATION TREE PROTECTION/
2* I 1 pHW {� A / /// / // // -- SILT FENCE
0Ho I III II I vv off < / / v,
1 ' I b4))14,\ \\I I \ 'QH1. I \� \ ---�� `/ / // //- 3//X// ----605 - EXISTING CONTOUR o
• tI/ I I I l HW ,l 1 \ \ 9HW )---_ i yl _-______2 / �/ / --- -- \/ BOS PROPOSED CONTOUR - in
X I IIII �', �.,,+-ry-1� / N, \- OHW�� /////---, ; ��� 42' / - -� I I I DRAINAGE AREA BOUNDARY cc
o\ I I I ` I zza °HI1- . / / / \ ./ ��_, /`tipIl
\- \ 1 1 H_-- `0 - --- pH / ///L- ,\ / / _ __ _ r$" CONSTRUCTION ENTRANCE
1 1 I ` H\ � A ` 22\ \\\ ,!I
2 I �I\\\ \ -_ I -�--- - ��225� �/7VV� -- -_ —_�Hly'� I 04 '// �VAI l / // / i / VA �� \ ® SILT FENCE OUTLET
I I V AV )— -I- - - _.228_-- �HW _--- �/(-�OHW�I 1/ l / // /// / _ 22a- - lA `12 VAA er^oma,, NOLETRP PROTECTIETE ON
STATION
o \ a — r --_----_2v-_ o off ] \ �?..
0�• N �L� W\ e�// S
- _ __ -228_ �0 \ \ ! / / / OHW / / rL2 0 I \' eRr DEWATERING SEDIMENT BAG o 0
I I L =_ zzs_ -
��0� \\ / 111 /�AHY/ / I \._ I -_ cKw' 0 Z
II _ \ \ \ o IIII ��°Hpp� I •, ,,,ArN ,N LIMITS OF DISTURBANCE = 1.95 ACRES
3 G` k K FEr
1 1 -_- °- --- ,\� = �J 0H l 9lYGV / -6-- 1 i o
O/ I \ I 3 __ - -- - _ J �� / i / i JI PHASE 2-REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE
-°H I $ p i'-- _/ I HW / / H'W� �.23 1 / /� 1. THE FOLLOWING PHASE 2 CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL
\ q/y /Ty -- - \ -- ___ ��-„_ / p�,{ / Skimmer Basin Phase 2
GUIDE FOR PREPARATION OFASEOUENCE OF CONSTRUCTION EVENTS.
v` I HW`L \ e4i$E'I,IF 0/ /� /S$' -232 `--_ � --_ -1-i_--- -/ / // I-ffST.j / / I /rW` I I I 1 / / / DESIGN IFFORMATON 2. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION z U
Y I°HW \ ��1 z078R F'aS/F/G/y OUKE' - -_ - -I�- _-- -�/ / // �`pH at/ / I /j °HW` 232 -1/ // TOTAL ERA IN4GEAREA 1.18 AC CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL - O
1 / \ H W p0/FMFN F/Ve --`-_-� 1 --_ / / z OHW / NW n I / TOTAL DISTURBED 1.18 AC MEASURE. Uj
N A CERTIFICATE OF COMPLIANCE. 'g L.-1 y
OI I I`°H 269 r Roy °HW n I I 3. CALL KAVRN PAGEAU AT 919-]96$]69 FOR AN ONSITE INSPECTION BY THE O
I
I
aH OH SILT FENCE OUTLET(TYP.) W OHW Fq$FMFRr y-1, - _ --- // // /////l I// `J/ I RI I �_)5 °HW` RATONALC 0.50 MN 4 OF SIK MMER SEN MASS DIMENT BASDING MAINTAIN
INS AND TEMRONMENTAL CONSULTANT TO IPO ONT DVERSION DIL DEVICES TCHES AS NECESSARY TO �'
.yU -� I �° / fy, --- _SILT FENCE OUTLET(TYP.) / / / l/ Oluu,/ I I I OHW DESIGN STORM ISTUNSnV _ 7.271WHRISE GRADE
m O
U HW `S' T I _ /-' MAINTAIN FLOW TO BASINS AND KEEP THEM IN SERVICES.
0 YI L "1� MW \�I-- I p._� -- - -- / / / 0 I FE KFLOW 4.29 CFS 5. BEGIN INSTALLATION OF STORM DRAIN SYSTEM.INLET PROTECTION SHALL BE INSTALLED <2 Z
I U. `O 0HW F ¢, `' LIMITS OF DISTURBANCE A
Iol T1 ,.F I Hu/_I��--\� °HW_ g. E'SS,�N�^�C OT — //// / /// (OFFSET FOR CLARITY)(TYP,) 1 II----1-_ AS DESIGN CALCULATIONS PIPE?BACKFORM DI L�L,IAND SNS EABINIZE GROUND DxSTURBANCE WITHIN ACAVATE TRENCH, TWORKING DAYALL .
^ 9w L'2 o
O \\ W ,,S • / I / SURFACEAREA REQUIRED 1,866 SF ^ <~ I
I 2 .L 7%_- . Ty Th07----- GO I OHW CONTRACTOR SHALL NOT LEAVE OPEN TRENCHES OVER NIGHT.ALL OPEN TRACNHES N oo w O
` O 0HW Ol - S - I SURFACE AREA PROVICED 2,309 SF SHALL REQUIRE WOOD SLATS ON THE UPSTREAM SIDE TO DIRECT WATER AROUND THE Z
1 I , I Imo,NSF SF SF TRENCH. O r
' I -Q�' SF SF _ 234 1- / I VOLUME REQUIRED 2,124 CF
o r II I I . I 1 '\ e °olio
w d._ 7 9 J., / / I / \ SILT FENCE OUTLET(TYP.) DEWATERING WE 2.74 DAYS ^ '
�e I I I _pHW �� 236 n 1y , / .-
1 I VOLUME PROVIDED 3.497 CF W 3
o v _ o -_i7 I CONSTRUCTION ENTRANCE(TYP.) OH3/ /// I5 FT
o I I / I -�c °HW OH I / / / Cp 8 I-- I / BeatNGeacv HALLWAY LENGTH 6o Fr Y
i I z3q I JOB^BOX AND
Col
---OHW`p W`OHWI / I / qSq TF oo, I/ mei o.20� -- EMERGENCY SF LWAY CAPACITY 6.4 CFS E o C z
o I /� RAIN GAUGE(TYP.) -233-- HW� I 0 ) i / ` .'I►�' I I\ - SKm1A64 SIZE 1.50 IN O
ce w.. I /�,1 ` - I 16g- -- °HW`°N --- °HW I r� - \ SKINNER ORIFICE DIAMETER 1.25 IN • ©4 S
/o �''' I . W 0 1�
,71
U` I / HW / / � y I SKIMMER OUTLET UASIN GEOM EFR1230.00 FT
N E T 1 SKIMMER(M.) - I IQQ OH I
I / °• pHW i3 I AREA(SF)ELEV(FT)
I/ ��.142— rv�_� j�pHW V / • W 20'�, BOTTOM OF BASH 1188 230.8
1 �• I I --` EMERGENCY - \233 a WyI ) / '/ ,-----1- 0 H PRMARY SRLLWAY B.EVATION', 2309 232.8
• ! • • -_ p / jlti
H� TOPOF CAM 3125 234.0
I,.
`o ' • • • •: // / - SPILLWAY(TYP.) 2 / I --
/II 2 �•• • s. • •. as / �'7�0/9/ I2p p OHW`
n Q all" z zo° 3�1 eM fq F Oki/ rxeTnLrt4Axr
u • , • M 2iki III III 1111 3q - I I / �HW pG,N NOT FOR CONSTRUCTON
' / / �'�i 207 MF N
41
iE • • I \ ��f� _ o �2s4 ti I I I W�
• + �_r I / 1 SOH 2s
a 1 23 f�X , 9p a rI
I • 4 `X x + / - M N // II I L-
.'0 1 `X / N/
+� I / / 11 I I z o- o a
�� q 1 A� N / / / 239 I_ / I - 5� o o a a a
Im 1 ?�, l l / Po-IJi — o� �� : r
• 0+ / 11 1 I I DEWATERING SEDIMENT ..rCJ 5 I I I r �\ I ¢ w
n ° I CONCRETE I ` li
BAG AND PAD(TYP.) _23 I I l I I - rl'. I `�\ Y O 5 a `�
,F, I I • �,.10 (WASHOUT(TYP.) 1 I �� — _ 1 1 1 I� ' o ffi
w o `.- q I \ Nasy -2-, �,— .- /7
3 I O I I I I I I h BAFFLES(TYP.) / 1 1 I r \\
�.. �% 1 1 ����s�s`ats ,so I I _— 1 ,'c vv Jg
o I 1 1 e 32 /C I 1 I ,,- -
i 1.. I 1-- I 1 z36 srq nor / 11 I I I 1 /III 0N
E o v I S 11` 1 I es�s�2ss 26° �/ iiiI I I NET IPIROTECTON(TYPJ I..f�
s
N o i I I q z3s I I ► e��osO sF // I I I I I I 1 I CONCRETE DRIVE F-
1 I I - 1 ' �°zp�FoO/cgTAea / / I w I I I ti r
2n a T / I \ I I `i--�-- cBsg ---/rye I I I I I / i/ I Z N
/I/ 1 11 Q II ----- ,236 / / / I I I / 1 I I O W
N t o i o 1 1 I n s _—__ l I I I I U (n
Q I 1 , I II l 1 1
N o �I 1 1 1 1 -/ Z Q
II I 0 2
I fi- 4k I g' / / 1 /
� 1 I 1 ti II /�
1 I 1 237 I I 'i / — 0_
I
I ul
iO I I 1 / I I I I /Z�qa
a �i// A11 „� I I I I I I Ii �I
0
a ; 1 I' SF I I OMITS OF DISTURBANCE 11
m j - ' �1 _2��/// I (OFFSET FOR CLARITY)(TYP.)
a / \2,�1 ^/ I II I I l W
`t N I
\I 1✓ 1 \ I 1 - - I II J
Z b `\ I I 236 / :iiiti
I 1 I I l Z
iTi 0 1 \ 1 Ro RD
w \ I Q I N I II I I I l JIX
U � I i ' \\ 11 11 : -z3>__-- tiyb // Ig \I i I W W U
II
I I V
Al \ I N / / A I I I Iz o II
A° CC
o
��\I�a �� �� I IiI a I W Ce o (j J z
1 O 23a y v L _ - /
I-• JB It i JJ ; LIM\OF DISTURBANCE ` OO �C —Loo •/// •rl I I IN l w
3.0 -{N-FO F'1 ,Z (OFFSET FOR CLARITY)(TYP.) ----�-\\\\ \ \�p�L� �0 SrU \ I I 1 l 1 I ® ce'^ w _I
ma I \\ `� y�; FO �\ 3 o e II 1 I1I 1 'IS,
v_J aw z
'oa �; \ \ Q __--- ,238='F0 FO I-,, ru-�— a- -F �.
V V.
_ F =T- �r- -tee--- �e, � Fo �\ I 1 I I a J w
•
_ — -a — E � —I 9 - 1- I NO , W m Q o
✓ a D OD F_o LbDFp bi
E .. o_�_- —: -- -44- -- \ . .4. -- \" SiO RTN Know what's below. > J =
s / � 't+=` LD. F�� •=1� Fo TAYLOR 1 ,- -a Fo "-+�' �'o L. E Fo.., 1� 1 �'FM 4 e J -) U_
a °pRcI,` \ 1 w ROAD �- .�� 'I FO \� GRAPHIC SCALE w FEET Call before you dig. z
\ IRETf o _J ,p,\ (VARIABLE WIDTH PUBLC R/W) I I F0 ,Oa1,O,9F,, \ \\ 10 20 40 U
I \ \I m BM 2018 PG 1269 , ?0 sofw'<a \\ SIIRVFY NOTE
a
E• / \ I - I / pU \\ ALL EXISTING TOPOGRAPHICAL AND BOUNDARY
o \ I 'l \ I , _ / ,B//L, _ �\ INFORMATION WAS PRONDED WITHIN AN ALTA/NSPS SHEET NUMBER
LAND TITLE SURVEY PREPARED BY KCI ASSOCIATES
OF N.C.,4505 FALLS OF NEUSE,FLOOR 4,RALEIGH, C2.rl
V*1 NC 27607,[phone],DATED 4/10/23. 1

Ef a >
U m
Q
o
it �` 11 11 III �__ i vi vv % I EROSION CONTROL LEGENDCV
I n .11,1 I II II III 11 I �- ��\ \ \ \ \�\ /// / - - PROPERTY LINE N o
1 n -0 I I I \ \ \"` / / LOD LIMITS OF DISTURBANCE
j6, I o II I 1\ / I \ \\\\ ` / / // /// / / SF SILT FENCE
E I x Irk' I \ 1 \ / \ ` ` \ / / /' / TPF TREE PROTECTION FENCE
/W V I A N8 / / SF/TPF COMBINATION TREE PROTECTION/
OH°_.I I II I I HW�`OH (/ I I1‘1 `Ns...,t"E 382, R) / 805 EXISTING CONTOUR Cl)
▪ t I I III -IUHW ._ I v v 9HW )_-- ��i �� �� _- / ems PROPOSED CONTOUR n
X V I I IIII �'� �.,,+-ry-I� / \� \��� OHW�� /////�-v ��� 40' / — I I DRAINAGE AREA BOUNDARY CO
0\ I 1 \` 1 I ,vim 22a - - 44`�� ( / l ', i M�_: �`i-- / 1 I 1 •
\ \ II 1---- `0 __ --I
-- pH / ///L` \ / / ri"tii ` CONSTRUCTION ENTRANCE
I\\I �� I —4--- � 225� DHVV� ----__-—_0Hly'� 1 �// �VAI l / // i / A A C,§I s ® SILT FENCE OUTLET
-� --- ` 6{-/yv'- - 0H�y / I / / ` / \\ \��A ® CONCRETE WASHOUT STATION
I 1 \ \ _ I- I— —- -226- °HW-- _ -_ /�(°HW I I I I / / -\ I\ a \HEAtskDWALL
-n \ \ ,� �- \ - _ -- I \/ / / / / / / ____-22a / J� \ INLET PROTECTION
\ r---�---L_ —---- - ---- --- �0 \ \--,y\ . QH / / ryg� / ` S,B \ �\•• R DEWATERING SEDIMENT BAG
—L I L _ zzs_ W� / iti ,p RICK 0 0
I I = �� / QHW / 'ti I ., wA Z
II `�� o6Plro ��OH( ` I �' wKF LIMITS OF DISTURBANCE = 1.95 ACRES
11 -n(/s- 1 I _-_ -�230_ \ �_\�\\�\=\� YJH L,z26sr / /-gam// ---- - �1 E o
` O \ 3 _ - - _ / \ I PHASE 3-REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE
V°HI $ O - - i-_\ -_ _ \ _ _/ I HW / / H'W� �'z3 I / / 1. THE FOLLOWING PHASE 3 CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERALto
y` bHW b' \\ qN SFT Y OF 1 �23 \ __� \\- _ \_ ^ --l / °�-Y� / °/ IIII / I / K GUIDE FOR PREPARATION OF A SEQUENCE OF CONSTRUCTION EVENTS. SION Z UOY `LOHW \ eM zO�FR E Rq/F/ 55 OU 2 _ _ -I-I — / / /' �\°HW // I %, `QHW I_232-- ,^-I/ // 6o Z CONTROL. FOR ENSPED OCTOR PRIORSION TO COOL MMENCOING EACHOPIIASE OF EROSION CONR SHALL MEET WITH OTROL OI / I \ Hd 8 pcA2 FMFN K, FA,e ��`\ / �°HW /moo Q HW I s..1— _ _ ,1T ` a, MEASURE. OjSENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF COMPLIANCE. 'To EH cO
I Pr / 01 L I`OHW 269 T Rp)'f 'C __-_ � \ -_ \'T / / /l l OHIV / // o i; W I /I 3. CALL KAVRN PAGEAU AT 919-]96$]69 FOR AN ONSITE INSPECTION BV THE O OH SILT FENCE OUTLET(TYP.) _OH�, A$FM4? •
A,NL-23 �I�- - - / // ////// /// ��W` I I __�_ y'S°HN` 4 ANDG UTTER ANUCT D PAVING STONE BASE TOLITIES AND DRIVE STABILIZE PARKING LOTS/PAVING
ROADWAVS.EAS.INSTALL RB o CO
U - I `p 1 I6> ( ,SILT FENCE OUTLET(TYP.) // I I 0
1 (} OH S. L-\ - _\ / / I _ ' I HW 5. COMMENCE BUILDING PAD CONSTRUCTION. o a'C
9 0 '1� r----
I� I a z
LIMITS OF DISTURBANCE 06. STABILIZESITEASAREASAREBROUGHTUPTOFINISHGRADEWITHVEGETATION, '.wT °HW-)`���\ QHW` 9 .SS;.�>F�C �UDIL\� IR�2 — / /%// / //' (OFFSET FOR CLARITY)(TYP.) I II~�QHWI� STABILIZATION TIME FRAMES.PAVING,DITCH LININGS,ETC.SEED AND MULCH DENUDED AREAS PER GROUND /_\ DELL po
U ` t J.� T �O7------ (O I I T OH�, 7. MAINTAIN DEVISES AS NEEDED.INLET PROTECTION SHALL REMAIN UNTIL THE ENTIRE '^` N op I 5
r 1 I , I ZG OHRj Ol :� p S SF SFI i I CONTRIBUTING DRAINAGE AREA IS STABILIZED.INSPECT AND REPAIR EROSION CONTROL Z
a - \ £ �QH SF SF—�'� �B/'G�'p9 234 / / I--' I MEASURES AFTER EVERY RAINFALL EVENT OF i"OR GREATER OR EVERY SEVER(]) W
I( n 1 6. / ��.�L�238 / \� SILT FENCE OUTLET(TYP.) CALENDAR. ^Y
O r 6 // �� / �! I 8. WHEN REMAINDER OF THE SITE HAS BEEN STABILIZED,AND WITH COUNTY INSPECTOR 4:1) I- 0
' Y I'1�. 26ry «4W _ ▪ ( I/ i _ , I PERMISSION,CONTRACTOR SHALL FILL IN SEDIMENT BASIN. j 3
ZO 11 /�\ _\ 20,p0e -- I W =OH 0,,,,,,___ I / / 3 j i/// 9 I I 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,CALL C J CD�'
% KAVRN PAGEAU AT 919-796-8769 FOR AN INSPECTION. en
Z- S E{//O D I I `OH °'4 W I / / OOF �Rl iq I �• / 16. IF SITE IS APPROVED,REMOVE TEMPORARY DIVERSIONS,SILT FENCE,SEDIMENT BASINS, Cl 5
p i 2J' M 2 $eM R•�l Mf I W` `Q ' / I C T�OOl Mir/ ��p� ETC.,AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.ALL REMAINING w
a 0jB pCNT CN -233_ °HW` HW� ° I J ( ( OJ 'a$ , I I PERMANENT EROSION CONTROL DEVICES,SUCH AS VELOCITY DISSIPATORS,SHOULD
CO 0 O
1$ I Is, f ` ' I 76 °HW I _f`_ /��_w� , \ NOW BE INSTALLED. • ©}a
w' I I 1 I 9 ` IL 11. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FOR A FINAL SITE INSPECTION BY
4
\ m '^ \ - OH I THE ENVIRONMENTAL CONSULTANT,KAYRN PAGEAU AT 919-796-8769.OBTAIN A
%? I I CONSTRUCTION ENTRANCE(TYP.) HW` I / °y'GG OHI // ��, __� CERTIFICATE OF COMPLETION. 5
I OOI
w I //\ - ( \\pHW \\ / \i I,I, , I REQUIRED WAKE COUNTY BASIN REMOVAL AND/OR CONVERSION SEQUENCE
m II I -its ��23-) OHW .� / I 1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL CONSULTANT,KAVRN PAGEAU
c I/ f �_233 —_1i. i� 3 i W / �, // AT 919-]9fi-8]69,TO DETERMINE IF A BASIN CAN BE REMOVED OR CONVERTED TO A
' ' I INLET PROTECTION(TYP.) 23 y�p / // t.
OH PERMANENT STORMWATER POND.INSTALL SILT FENCING OR OTHER TEMPORARY
' / EROSION CONTROL MEASURES ASNEEDED PRIOR TOREMOVAL OF THE BASIN.
0
C o -��. I HAV
s os o co o su s o 0 sd ( T'NQHW �I2. UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SEDIMENT BASIN
LE o ' 'I (/ 3 ` _ / ' ! W e�/�` UNLESS NFEASIBLE SEE REQUIREMENTS OF NCGORPERMIT PARTS SECTION G ITEM(4)
m piihs- OR CLOSE OUT
-
W22 /�
p P \ I )"26 / / /3I' -i11:11
. eM $F QRq/ ENTITLED"DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT'AND PRELIMINARY
a , JOB BOX AND RAIN GAUGE(TYP.) -- �/// /� / - 2078 MF/(l/.N REFER TO WAKE COUNTY"FILTER BAG FOR DEWATERING ACTIVITES"CONSTRUCTION NOT FOR CONSTRUCTION
UI a p " ! _ _ i / I ` QHW p0 DETAILa CE ` • _ �-23A d II l / I I `pH�, /265 3. REMOVE BASIN(S)AND ASSOCIATED TEMPORARY DIVERSION DITCHES.IF CULVERT PIPES
E , / amt� � � - ` �"� ______ I f1 •pl I I I\ I ^ iii I ` NEED TO BE EXTENDED,PERFORM THIS OPERATION AT THIS TIME.FINE GRADE AREA IN
v c ' 234 �� L '` N n / I I I PREPARATION FOR SEEDING3 ` II �I\ �� RSTORM 5e �'� ! - I ry // I / ICI R 5 BARE AREAS MMEDIATELV.ORS4. PERFORM SEEDBED OAND/OR LEVEL SPREADERS AS REQUIRED ON THEN,SEED,MULCH AND ASPHALT TACK ANY ING
N^ I I36M1,�223h� �� / 1 I CL INSTALL VELOCITY DISSIPATm �' rI „� : -, 1 / I II G EROSION CONTROL PLAN. 3 0_ U d1 `�'Cp ' -W�2E2 __/ , l II� nuI IB'F 6. WHEN SITE IS FULLY STABILIZED,CALL ENVIRONMENTAL CONSULTANT,KAVRN PAGEAUN a Q 0o ` '/ 'i .MEETPROTECTION(TYP.) ' T/,� 2 E a> / ,g /I I F'' - _ >8'RI ATNTROL 8]89 FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION w O NO O
U o �' 2 ` l / IIY 1 I/ 60'R CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF O N Ul
/ �"^'� O / sO RCF COMPLETION.NOTE A MEETING SHOULD ALSO BE SCHEDULED WITH THE C\ r
( I � N I. C ENVIRONMENTAL CONSULTANT TO DETERMINE WHEN A BASIN MAY BE CONVERTED FOR d alp Q m m
p a N / �, '�h' \M _ INLET PROTECTION(TYPJ \ - (' I
m n �I I I \ 5� Iil1� STORMWATER USE.SOME MUNICIPALITIES MAV ALSO REQUIRE THIS. a \nICONCRETE WASHOUT(TYP) �•r ��(. 1 \ E
1 f I °>r O �*/.�- 18 ,p !---.
girl/ / I j'</
o t p0 - i/ INLET PROTECTION(TYP.) N,ag 02h1, wT�'2 NLfT I
JI 3 I
? iN Npe2 c�,p. (Fly ',L / 1I l \\
N 4T-1� s 11 II - 1 i I as Og'R8���8 3zs<<c ��ss tiy`° h
Y - a �` �1 I ' / ay oBT> - I I 1 �� ---- 0
/ 0 I \ � / �222�> I • I INLET PROTECTION(TYP.) I
I I I I SILT FENCE TYP. /n 111 + s 2B s s 26s
E °� i o i
I '' ��36 I ( ) // ' 3s°'^C :36�i //I 'I 1 ,1,r 1 corve oBivE
P 1 = q I ^"LI I 8R Re
.- 236 11 r I 1 236-- I 1i / I BR�P oO w
/II Io 36 a �I m �� ' ii ,';'g
10 I I
gl m I f I I I � ,� - -- � ��� �Ii / I I III0U)I II 1V84,& o,o
TLi/SFl CO a a °nu° I I m rn I I I/I4::(
��vvq Il I \ I "zs I wIw I Z
�`?s I.
II 1 32 INLET PROTECTION(TYP.) `� I I C' I/ /'►�^
a I �I '/ 0 I..L
I 5 III 1 J a 4q M sf �d / 0
/ I I II I Il c/J
�..0 O ■ 3gic.,,,, !
,.\` I I /I 'I I 1 „ON F_il INLET PROTECTION(TYP.) I I I c.v.,
E
// A I q I �Il� 0.I I,za�s3 ° ILL..LLV.. I I I I 1 I i I
i I \ I S'F I I 11 2q N //' I')l
ILIMITS OF DISTURBATN�CE(CE 4-, 0\ )oI INLET PROTECTION(TYP.) \� L ® a 2 I1 (OFFSETF IR CLARI/I
I II
p 2 I I I 1 I ..li___ - j I I I I a
\ I I 1 �� s%eT<,N z3>_- as., o I I w W cl
m IL , A I I A F0 'ISeM5s 0�_ `�.-.. 3s•Rcpca,NRArRR N`,7- // I I A� I I
°•m ���■ I ��^�° A '� 1 0* \ SILT FENCE(TYP.) RS S oUr�/�'22ezp> //// l �I III (IzF9R,E .j CC
J v ,. r'Atilt c \ I \\ \2 s,Rc 3>sR bR / / r I I l I ry 0 J O
SS‘7(08
� • I / Z
• tiy-1 l 238\ \ Op r _ / \ 11Z EL / W
3a. Y N� v sF- SF 3 m FO 1 i �N'-LIMITS OF DISTURBANCE \� \\ F LOD LOD o 1 II 1// / I 811 ® LCI
U J 0
o-IS �\ •A '(OFFS`FOR CLARITY)(TYP.)
\ \\2\\ \ SOD OD-'� C ' I\ 11 III I I CO Q Z
m a
a a \� • HH Q \\ 3 'e, _ o \ I I I I I cR Re w<f a w
o vc c+ .> A� A, P A A V Ol�nnl— -- — / A I I I I 3s•R��23 T �� . � ��// iY
s7), v % v CO — 1 1 5• cP e.,2 LL
a \ _ D ,zaa=�o FO FJ' �., -�aL co..Rop Nre, 11
In a A _�c F _ 0-�-------- \ RCP �4CS 22> d J 0
V W . 238 FTr iT— ��— F6 �p��238 FO— - I I I o0T(N�22>>> , W m
.li, \ c c cI. 1.1" I I I J'22j>z /V O Z
v' -i, .�� _ �, \ _ - - Off- LSD E • =` i� - 1. N ,I \ I P00 S sa �RTti Know what's below. > i
1 ♦ -F m D Fp FO FO :' _ FO_�- - I E F'p - _k J TO > „,-1 O
F.LO. 1ii . . k e
3 �� t+`� -. w TAYLOR ROAD �_ Fo �_ � \ A� \ \\
I Fp p .\ Call before you dig. D
I„co \ IRETf o _J --- \,p,\ I (VARIABLE WIDTH PUBLC R/W) 1 1) Fp ,c�„cgF \�� GRAPHpIC SZAOLE IN FEET ` `
/\ I \ \\I m BM 2018 PG 1269 ?p' slew'<a SIIRVFY NOTE' `J 0
a 5
/ I - I / p �\ ALL EXISTING TOPOGRAPHICAL AND BOUNDARY
o F, \� I l,\ _ �e//L, _ �� INFORMATION WAS PROVIDED WITHIN AN ALTA/NSPS SHEET NUMBER
LAND TITLE SURVEY PREPARED BY KCI ASSOCIATES
OF N.C.,4505 FALLS OF NEUSE,FLOOR 4,RALEIGH, C2•2
-8 F NC 27607,[phone],DATED 4/10/23.