NCC233292_Site Plan or Location Map_20231106

GENERAL NOTES:
CURVE TABLE 1. THE CONTRACTOR SHALL EMPLOY AU_NECESSARY BARRICADES,SIGNS,FENCES,FLASHING
DEVELOPMENT DATA (EROSION CONTROL NOTES: LIGHTS,FLAGMEN,ETC.FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY
DEVELOPMENT NAME: MURRIYS RIDGE SUBDIVISION AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE CURVE RADIUS LENGTH BEARING CHORD DELTA TANGENT GRANVILLE COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. REFER
STREET ADDRESS: ENON ROAD REQUIRED BY NCDEO PRIOR TO START OF CONSTRUCTION. `� CI 1400.00' S34ar Ner262rw 531.6e' 21°59'31" 270.77 TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTED),LATEST EDITION,FOR
W ORD,NC O ' DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
JURISDICTION: CAWNLLE COUNTY-TALLY HO TOWNSHIP �"1 LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINETABLE LINE TABLE LINE TABLE
SURVEY NOTE: O LINE BEARING ExcTH urvE B LINE BEARING LENGTH LINE a LINE BEARING LENGTH LINE BEARING LENGTH 2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS,IRON PINS,AND PROPERTY CORNERS
PROPERTY IDENTIFICATION¢'(PIN): 09600049223B,096100516569 ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION 0 BEFORE YOU DIG L1 s74Eru w e9z3 u, xBEARINGw LENGTH
u, x1EARING 9n LN1 sn,S39 E LENGTH u1 ry EARIN E ENGT LIE, xn GRIN E 983. LINE BEARING LENGTH DURING CONSTRUCTION.
TAKEN FROM A LAND SURVEY PREPARED BY:BOWMAN e STOP ° LI2, szz sew E 38.7E 3 APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
DEED BOOK/PAGE: 1903/87 �� L2 975543E W 80.8E L22 x435496 w Se.e4 L4z N3e4s0rE 1,.4z Lee sea°55•te-E 40Ae u2 N9604a4•E ,8.67' L102 NE,9s0 w 10.77 LNzz s7°z0m w oz.ea WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM
(CI
EXISTING ZONING: AR-40 AGRICULTURAL-RESIDENTIAL CALL 1-800-632-4949 L3 s7r3G•srw 47Ae u3 Hat aam w 34 a4 w xv Gsse w 63As L53 x6e°,za4•E mer Lea xu°aovs-E zg.eg LI03 rvn,6zs E „z0 LIv ss6 wzs E ze 5a
( ) STREAMNVETLAND NOTE: THE AFFECTED PROPERTY OWNERS.
LATITUDE&LONGITUDE N36.245514,W-78.7792I9 I,, 3 NONE-CALL CENTER
THERE ARE EXISTING STREAM FEATURES ON THE PROPOSED Know what's$ below. IT'S THE LAW L4 9772615•W sln Lu xfi36az w 28.35 La N5a3vW W 11.37 L64 N671.8.9rE 39.5r Lea N,szzz E z3.es L104 N7r0o15-E 2027 LOAN N77,2,4 a 36,4
PARCEL.THERE ARE PROPOSED IMPACTS TO THE EXISTING N.C.` / L5 serOB•,rW BOOT LZN x,74sss w 4105 L45 N793733 w BOO Les NT7z45G•E ,oae Les NnnBrE 32AA LION Ne5•a4',4•E N0.m' 4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
TOTAL SITE ACRES: 2,970,103 SF(22024 AC) Call before you dig.
ON-SITE AREA: 5,978,1035E(137.24 AC) STREAM FEATURES. ) g' L6 9e4°3757-W 263.z6 L26 x3E09,z w 41.47 L46 N23,sns w 39.e9 N 50.97 LOB X39373e"E 15.57 LION s763516 E u.85 5. NON-STANDARD ITEMS(LE.PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY
ENON RD.R/le DEDICATION: 180,238 SF(4.14 AC) a N7t•st•zG•w ....7r Lz7 x46°3T90•w 9.Oe' u7 x,o°,t•srw ,a.4e• Lez xn°ot•3rE ,3.te• u7 xe°36.41••E 33.eg• L1G7 xe4°,6.9s•E ,o.7e• REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA
RESERVED FOR FUTURE DEVELOPMENT: 3430,011 SF(78.74 AC) FLOOD ZONE NOTE: DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
THE PROPERTY IS LOCATED IN FLOOD X AS SHOWN ON FEMA Le Nn4a3G w 203.m us xtessv w a3.37 ua x2e,6zs w 4x6z Lye xlro5at••w 3z.4r Lae sn zsts E z4a5 Lt Oe x5t,6t3 E 18.12. A. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING
INSIDE TOWN OMITS: NO IA N76w•u W ,ueAT Lea Nrv'3,w 2144 Ln9 N45 ua5 w 4914 Leg NW1755'E 2e.09' ug Nn15,e E 262E L109 Np03u•W 22A5
EXISTING USE: VACANT FLOOD PANED 3720096000J,DATED APRIL 16,2007. MAPS UNLESS OTHERWISE NOTED.ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE
PROPOSED USE: SINGLE-FAMILY SUBJECT TO CHANGE BY FEMA. LI0 N2455roe W 63.65 u0 x4Ez30s w 40.85 L50 NeslnsrE ,n.9t L70 X515959•E 10.3E L90 N43480 E SHOW L„0 rv,G,r33 E 15.9E FACE OF THE STRUCTURE.
TOTAL NUMBER OF LOTS: 70 F i LIt xz 54•s3 E e7.n u, x,54•z6 w 60:I5 N 6.59' v, N E z7A3 ut x55 G6 srE MOO LI„ xee°STATE Ater
FLOOD TONE: NONE I^co -'c-� ,o L,z x,Gz65e E 95.87 uz x594z49 w IMO L52 N,506s3 E 13.9 L72 s674zzrE 25.8 L92 N E 3621 Lnz N 32.... 7. EXISTING SITE CONDITIONS,GRADES,CONTOURS,UTILITIES AND OTHER EXISTING FEATURES
WATERSHED: UPPER FALLS INC '� /5oc u.c L13 N,32r3,E 6872 u3 x330546w 2251 u3 Nsn,zw 1E77 L'79 N 86,SsrE 3e5] L93 N 553700E z8.ze L113 x 17z6zrE 38.83. FROM A SURVEY PREPARED BY BOWMAN.
RIVER BASIN: NEUSE wsrrcussxr=:ar�b,1+ u4 N,rBeI1 W 70.73 L34 x 112706 w 47.07 Ls4 x B50534 a „sa L74 sns43s E 15.0E L94 segs3,0 E 20.62 LI14 N E inn: B. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH THE LATEST EDITION OF THE NORTH
RECEIVING STREAM NAME: IWAP OF REEDS CREEK(LADE BUTNER) ,F L'45 J LIB N27,Tz2 E 1691 us X2710z3 E n0s u5 s443432 E ,zee L75 N E 1e79 us X 5u23 LIts xs7s62rE 1e51 CAROLINA DEPARTMENT OF TRANSPORTATION'STANDARD DETAILS AND SPECIFICATIONS FOR
RECEIVING STREAM INDEX: 27-4-0) 0" / LOT,. ROAD AND BRIDGE CONSTRUCTOR"AND APPLICABLE CRANNIlE COUNTY CODES AND jik
RECEIVING STREAM CLASSIFICATION: WS-II;HONNSWL18 N0301t E 50.44• u6 N54848 W 33.57 ue s 273755 E 15.04 L76 N 49,34e-E 15.81 u6 N8°3437 E 17.69 L116 98426'2e E u.9+ ORDINANCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND
LOCAL CODES,ORDINANCES,STANDARD SPECIFICATION AND STANDARD DETAILS ON THE
O1 / LIP �� Ln N6rsa•4z•w 62.12 L97 xea ze•az w z,.s, u] ssl,rsa E 3zae v7 xn•se•08•E zz.sG• L97 ABT 2903 E ,e.zz LIn s03544 E LSAT PROJECT SITE FOR REFERENCE DURING CONSTRUCTOR OF THE PROJECT.
MIN LOT AREA: 44.00E SF EA75TIhY'_ _ //�°°'�° 'u\ u6lim- L49 • L10 N2711.56•W 47.ts u8 xe94s17 w .14 Lye s67s4 0 E 33.8r LT8 Nw•nW4-E 19.57' L98 s67uz4 E ,Sze L118 9265231•W N
ENON RD.STREET FRONTAGE 15 FT §f OVERHEAD �/ LIs X35545 w „ae uS x673,OA w BOOT u9 s,19o'z7 w se s, ve xn ozv E Less LOB NIO so+e E OBOE LION 000'INz3 E ae oG 9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF
FRONT SETBACK: 50 FT CA LINES _ CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND
SIDE SETBACK: 15 FT �o 0 0° O ue�g � �7 L20 x234s39 E 39.8z Leo 0274e55 w s4A5 LEG szzze4.9 E z0ar Leo Na390a E 3,.0, L180 s8G,6a E zz.6e L120 9Mra,u E 37.9s SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITONS
REAR SETBACK: 25 FT o LIB/y(/ LB T0' • ° • THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR
MIN LOT WIOTII: 150 FT A) ,,,P Isa .1 7
IAz INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
tttt _-.{ �� a NET DENSITY IMPERVIOUS SUMMARY TABLEI:CI
Z ' /,Xyy,,.{/�/'� '� ,r-6'��+ �® TOTAL SITETA NIF.1-9,SBNSSR107MMM IC) IOTN91EEM -70203 3(9161Y AC) VICINITY MAP 10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
_./Y/ �� '/ •-1 Ltx-slE AREA.sg7gtm 0(tnz4 AC) a-91E,0/0-5,9]6,101 s U31u Ac9 EXISTING FEATURES AS NECESSARY.
w / �i FIMIX IA.RA OEpfAIION-1�$H SF(A14 AC) . R0.RA DEOICAIIdI-tµ2tl 9'(AI4 AC) KNAP OF REEDS CREEK
�6� MEM FOR MORE CENILPIENI=3.430.011 3F(7274 AC) MEM FM MIRE CENIONAMT-243711 SF(7E74 AC)
11. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT
II �r �r /00- . REA FOR PROPOSED Lars 8284 x OF 05 70®a OOG/LO 2a0.000 SF 843 MASS AN I OF NEA
y-„ ;]56,56i S' eE2s ACRES ( S ACCORDANCE WHERE
THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATON STANDARD
J
��'$ +/'/-L '� 0l l�x P^,2UINT 19ET0 3 A4B'wL5 321 x W'VFA SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
I/ ,
j / AREA FOR NEW ROAD R/W 4iH,]9]9' 264 ACHES -55
�' " i` ; ^ TOTAL IMFERNWS AREA 4]S,mm SF 1QN ACRES ]SS Z OF ILEA F J ¢
EXISTING BRIDGE / ►� r�_ Acn,C RECREATION SPACE 989.252 S' 2271 ACES 5E NBA p 12. THE CONTRACTOR SHALL REPAIR,RESURFACE,RECONSTRUCT OR REFURBISH ANY AREAS o
OPEN SPACE 1x55 x of CROON/oPEry STAGE 6.81;)B4 SF 16SW ACRES 9205 x a AND ,ro DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR,HIS SUBCONTRACTORS OR SUPPLIERS
ffmIary .E�/ !I
�A, / V _/ -".x,I (DEEDED e7 NOA) �'5.Sr '&�AGES 2a9g x a �zcR xc IN
UPareMws 0 SF 200 ACRES - , C' AT NO ADDITIONAL COST TO THE OWNER. o F N E
x[sE FmT I 0 S O RR TOTAL OPEN/ACTIN£SPACE I,]82,N8 S 41.16 ACRES I�NR AIFA REA W U „N2
OF RE DITCN / 4]S.TAO ff 10N AaLS 13. ALL PAVEMENT JOINTS SHALL BE SAW-CUT PRIOR TO PANNE TO PROVIDE A DURABLE AND U ¢ Z
xmrO OR CREEK NO
�ST wG e""e N'x`OPER 0 0 1Nrr///41 PreUPDSE x[r GExan ]01016/BE24 IC-061 L0rs/AC AREA
UNIFORM JOINT. m C7 3
AM
4 I __ii....'� O N IL
9mAR ho Imma.:+-dib- • o EN R SITE 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND Z m w
Ice ERDu.ter / ._ � -_« _ " LAND DISTURBANCE NOTE (LAND USE MAXIMUM AREA NOTE ON OAD DIMENSIONS OF DOORS,SIDEWALKS.PRECISE BUILDING DIMENSIONS.AND EXACT BUILDING
`m < o
WE,:. I:Bo, o THE LAND DISTURBING ACTIVITY IS LOCATED WITHIN A HOW ZONE. THE MAXIMUM IMPERVIOUS AREA FOR EACH LOT INCLUDING BUILDING, UTILITY ENTRANCE LOCATIONS. E ¢ d
AW //i A (P 3',AOg,o�. -- mrl UNCOVERED AREAS IN HEW ZONES SHALL BE LIMITED TO A MAXIMUM TOTAL DRIVEWAYS,SIDEWALK,AND ANY ASSOCIATED INFRASTRUCTURE I 0W'"�°' AREA OF 20 ACRES WITHIN THE BOUNDARIES OF THE TRACT AT ANY GIVEN SHALL NOT EXCEED 400D$F. 15. ALL PAINT STRIPING,PAVEMENT MARKINGS,AND SIGNAGE SHALL CONFORM TO THE'MANUALm
\ - TIME. �' ON UNIFORM TRAFFIC CONTROL DEVICES"OR AS OTHERWISE SPECIFIED. AU_REFERENCED
r ♦ \ 4T/ }eea¢i NITIAL TRACT DISTURBANCE WILL BE SPLIT INTO FIVE PHASES TO FOR DESIGN PURPOSES,THE ANTICIPATED BUILDING AREA FOR EACH A SIGN STANDARDS ARE TAKEN FROM THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
.VP ////0,' \-X lip \ i IgO.g0 W CORRESPOND WITH THE PROPOSED DEVELOPMENT PLAN ON 9EET C3.0 LOT IS 1500 SF,AND THE ANTICIPATED DRIVEWAY/PATIO/SIDEWALK 35 ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH
♦ j ' NFRASTRUCTURE PHASE 1-SEE SHEET C22 AREA IS 2500 SF.THE COMBINATION OF AL THE IMPERVIOUS AREA 0 ` STATE AND LOCAL REGULATIONS.
O "A T \ NFRASTRUCTURE PHASE 2-SEE SHEET C23 FOR EACH LOT SHALL NOT EXCEED 4000 SF.
'R-s° O / /?1'i7 90100E \ NFRASTRUCTURE PHASE 3-SEE SHEET CL4 PROPOSED DEVELOPMENT ® FUTURE USE 16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA
,p WrRu,euvvr8 wTv
i _\ 0E 1,,... WA.xe g NFRASTRUCTURE PHASE 4-SEE SHEET C25
.pe (! `. % YYi\ !" WA..REIN Er OF Few NFRASTRUCTURE PHASE 5-SEE SHEET C28 OWNER/HOME-BUILDER WILL BE RESPONSIBLE ON INDIVIDUAL LOT STANDARDS AT ALL DRIVE AND BUILDING LOCATORS AS REQUIRED.
11 I LAYOUT.
a° a`O ZZ".2Evi
ae� ♦�� --- O �' A L ®-1� - "'--" _� "Lrvus"Ru'�I � ( ) 17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
rs� ' '�' - HOMEOWNER'S ASSOCIATION HOA TO LIMIT INITIAL TRACT DISTURBANCE
t v ' m� WO,D OeOIN ME Tau n SufAR UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,GRADING,
A 'sue"°`+� u w AND CONSTRUCTION OF SINGLE-FAMILY HOMES TO 20 ACRES AT ANY GIVEN
i IpC�,�ik "�T, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES
° \RA
Btu �® er RESTRICTIONS,EASEMENTS,CHARGES AND LIENS FOR MURPHYS RIDGE DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
7 r�+I�
WAIN PxOrzcnOx WATER"
,qP 64A 18. ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER OF ANY UNACCEPTABLE
M HA "DECLARATION OF COVENANTS,CONDITIONS,
CHA
PROOF
.1 ♦♦ / 12 !,1 I9AFLs xorz_ AREAS
OTM 50 EMT REUSE A GRE TRUST
6 ! 9 i 11Ciz�'''9°"6'"` WF
ee re<re�m7 BUFFER
ENE IS Of Tit MEAS CREEK NO ACTIN,URED Nu ce6BµRTO 19 THE CONTRACTOR SHALL FRONDE AS-BUILT RECORDS OF ALL CONSTRUCTION(INCLUDING
'°/ 6(I 7 O I v' 'I i/ S \S\ I".Mao.l wsy cusswcarroxCONSULT oEz�ivAm o""sam ir ANY m"ce UNDERGROUND UTILITIES AND STORM DRAINAGE)TO OWNER PRIOR TO COMPLETION OF z W Q
0 -.Aa3r 1 7 I � 4' ® war.E 6ME 50 FOOT WU.RIPARIAN BUFFER
1.1% .4 CLASSIFICATION OFFICIAL OF WATER
SURFACWATER morionoFF SECTION
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N 11 , 1---.-. c- 1 I --L I 24 I' !I O Ms !I xzso¢ !, , '"''S°' '!i I' I j I _._ 8/3/23 REVISIONS PER NCOEO
si 1' 69 ,' ' I!i 23 I •I !i !,I Ili .a.x9>¢ 'I'1 +<''ws !' ,' I' Ill 'I II _'!I 1 \;k f 8/30/23 RENSICNS PER COUNTY
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i • • I 9/12/23 REVISIONS PER NCDOT
x,n7ss i !I "�� iti 'i 'I _.-- s o RIPARIAN
NOTE
9/26/23 RENSICNS PER COUNTY
wH,�1 T_ --_---' eymR s43Asr !I !I = !I.___ 1 _.__ SOS"42'02"E 5140.47' Tx.crzoa rINa.ac zs Cf THE I CREEK NO AMITY IS
ITTER
70 CO 0I PO.51 ro a DI69 I
Nm ®1' I \ n cn 1.CONSULT OS I5A NCAC EoL IN 10/4/23 NCOEO SUBMITTAL/5
S BEFORE ANY
`,�\1)) �/ _ FWATER OR�OAwLI2('G DATE DESCRIPTION
MEL KXO MEL
NOTE: _- THE 50 FOOT NEUSE RPM.BUFFER DESIGN DRAWN CHKD
K ALL ACCESS EASEMENTS TO 5TORMWATER CONTROL MEASURES zDxrDuri ascem,`;E uiow;au 7TO H:1"=200'
SHALL BE NO STEEPER THAN 3:1. SCALE V:N/A _
NEUSE RIVER BUFFER NOTE E01700 RSx. u6 GRAPHIC SCALE
\ °� BLAND DISTURBANCE-LOT CLEARING NOTE °"" "'""" Joe No.:220134-01-001
THIS PROPERTY CONTAINS 50 FT RIPARIAN BUFFERS ALONG EACH ZSONE ONE' ''''"w 'S'TO
WATER SECTION
SIDE OF THE EXISTING STREAM.CLEARING VEGETATION WITHIN 30 FT SUBDIVISION LOT ACCESS THE MAXIMUM DISTURBANCE ALLOWED FOR EACH LOT IS 1001i DATE OCTOBER 4, 2023
OF THE TOP of NOT
STREAM BANK Is PROHIBITED.IMPERVIOUS DIVISIONWATERSURFACE a,�TyLAND DISTURBANCE-PERMITTING NOTE
SURFACES ARE NOT ALLOWED WITHIN THE 50 FT BUFFER. PER SECTOR 32-680 OF THE GRANVILLE COUNTY LAND ( LOT). z9 - MMI 11 1 -
DEVELOPMENT ORDINANCE,ALL MAJOR SUBDIVISION WILL BE FIN Emax DErzw/1A. DEVELOPER/HOME-BUILDER TO BE RESPONSIBLE FOR CLEARING OF NO LAND DISTURBANCE,DEVELOPMENT,OR REDEVELOPMENT OF ANY 11
' CONTACT 9tANNll0 COUNT?'PRIOR TO ANY LAND DISTURBANCE SERVED AND BE ACCESSED BY INTERNAL SUBDIVISION STREETS. INDIVIDUAL LOT.THERE IS NO MINIMUM NOR MAXIMUM PRESERVED KIND SHALL OCCUR UNTIL A STORMWATER MANAGEMENT PERMIT IS
WITHIN THE BUFFER. FOREST REQUIRED WITHIN EACH LOT. ISSUED REGARDLESS IF NCDENR-LAND QUALITY HAS ISSUED AN ( IN FEET)
�\: EROSION CONTROL PERMIT. 1 inch= 200 ft
SHEET C3.OA
Cod file name:V:\220134-EROR Road Site\220134-01-001(ENS)-Butner,NC\Engi7550ing\Engnarilg Plons\COnstruotion Doamsnt3\22013h5IEdBg

EROSION CONTROL NOTES: LAND DISTURBANCE NOTE
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE THE LAND DISTURBING acnMtt Is LOCATEDUNDARE WITHIN A HOW ZONE ( VICINITY MAP -1
REQUIRED BY NCDEO PRIOR TO START OF CONSTRUCTION. UNCOVERED AREAS IN HOW ZONES SHALL BE LIMITED TO A MAXIMUM TOTAL
AREA OF 20 AfAES WITHIN THE BOUNDARIES OF THE TRACT AT ANY GIVEN
TIME
TRACT DISTURBANCE HALL BE SPLIT INTO FIVE PHASES TO LAND DISTURBANCE IN HIGH-QUALITY WATER(HQ ZONES: KNAP OF REEDS CREEK
SURVEY NOTE: CORRESPOND WITH THE PROPOSED DEVELOPMENT PLAN ON SHEET C108 \
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION NERASTRUCTURE PHASE 1-SEE SHEET C21 THE FOLLOWING TEXT IS TAKEN FROM SECTION 5.OF"NDSF R MURPHFCOVENENTS,
TAKEN FROM A LAND SURVEY PREPARED BY: BOWMAN NERASTRUCTURE PHASE 2-SEE SHEET C23 CONDITIONS,RESTRICTIONS,EASEMENTS,CHARGES AND VENDS FOR MURPHY'S RIDGE
NFRASTRUCTURE PHASE 3-SEE SHEET C24PVI
STREAM/WETLAND NOTE: NERASTRUCTURE PHASE 4-SEE SHEET C28 SECTION 5-REGULATION OF CONSTRUCTION AND DEVELOPMENT: QP ell;
THERE ARE EXISTING STREAM FEATURES ON THE PROPOSED NERASTRUCTURE PHASE 5-SEE SHEET C26 ALL LAND DISTURBING ACTIVITY CONDUCTED ON THE PROPERTIES SHALL ADHERE TO K51,
THE EROSION CONTROL PLAN AND SHALL NOT COMMENCE WITHOUT PROCURING AN
PARCEL.THERE ARE PROPOSED IMPACTS TO THE EXISTING HOMEOWNER'S ASSOCIATON(BOA)TO LIMIT NSA TRACT DISTURBANCE EROSION CONTROL PERMIT.THE ASSOCIATION SHALL BE RESPONSIBLE FOR
STREAM FEATURES. AND ORSTRuc110N OF SINGLE-FAMILY HOMES TO 20 ACRES AT ANY GIVEN MANAGING AND LIMITING ALL LAND DISTURBANCE ACTIVITY TO NOT MORE THAN
TTIMEF FOR EACH PHASE.SEE"DECLARATIONAND
OF FDAMNANr$RISAFCONDITIONS, TWENTY(20)ACRES AT ANY GIVEN TIME.OWNERS SHALL BEAR ALL FINANCIAL
FLOOD ZONE NOTE: RESTRICTIONS,EASEMENTS,CHARGES AND LIENS FOR MURPHYS RIDGE' ■■■■■■■■■ PHASE 1 RESPONSIBILITY OF THEIR INDIVIDUAL LAND DISTURBANCE ACTIVITIES. PRIOR TO EMON ROAD SITE
THE PROPERTY IS LOCATED IN FLOOD X AS SHOWN ON FEMA COMMENCEMENT OF DEVELOPMENT OF A LOT,EACH OWNER SHALL:
FLOOD PANED 3720096000J,DATED APRIL 16,2007. MAPS A' 3
SUBJECT TO CHANGE BY FEMA. ■■■■■■■■■ PHASE 2 A)PROVIDE NOT LESS THAN SEVEN DAYS ADVANCE NOTICE TO THE I $ I
ASSOCIATION OF ITS INTENT TO BEGIN DEVELOPMENT;AND
■■■■■■■■■ PHASE 3 B)NOT LESS THAN SEVEN DAYS PRIOR TO COMMENCEMENT OF DEVELOPMENT, :,
PROVIDE COPIES OF ALL LAND DISTURBING PERMITS,INCLUDING THE EROSION
REUSE RIVER BUFFER NOTE CONTROL PERMIT TO THE ASSOCIATION; , .PROPOSED DEVELOPMENT re FUTURE USE )
eit
THIS PROPERTY CONTAINS 50 FT RIPARIAN BUFFERS ALONG EACH PHASE 4 _/
SIDE OF THE EXISTING STREAM.CLEARING VEGETATION WITHIN 30 FT C)ENSURE ALL DESIGN AND DEVELOPMENT STANDARDS ADHERE TO 15A NCAC
OF THE TOP OF THE STREAM BANK IS PROHIBITED.IMPERVIOUS Nm�„- IT / La 04B.0124 AND ENSURE ALL ACTIVITY CONFORMS TO SUCH STANDARDS AND TO THE
SURFACES ARE NOT ALLOWED WITHIN THE 50 FT BUFFER. s c 1` �i .L/I/ PHASE 514110
EROSION CONTROL PLAN AND PERMIT, _
CONTACT tltANIAIE COUNTY PRIOR TO ANY LAND DISTURBANCE Z= ��ti,''7 / /// D)WITHIN SEVEN DAYS,PROVIDE SUCH CERTIFICATION AS SHALL BE REQUESTED BY
WITHIN THE BUFFER. - _ EA 1,K
a _ -� .s,[?,\l \i - s- - i', = THE ASSOCIATION DEMONSTRATING OWNER'S COMPLIANCE WITH THE EROSION
/ O m - - _-_�" \1 / CONTROL PLAN;
(LAND DISTURBANCE-PERMITTING NOTE 2' II /v _ .- -- 1 I / /-/ g %-
NO LAND DISTURBANCE,DEVELOPMENT,OR REDEVELOPMENT OF ANY // / / v - �-� r----.,-/0- 3 = E)NOT LATER THAN SEVEN DAYS FOLLOWING COMPLETION,PROVIDE NOTICE TO THE
KIND SHALL OCCUR UNTIL A STORMWATER MANAGEMENT PERMIT ISu✓ / -- - Oil'
/ /� ' � ASSOCIATION OF COMPLETION OF DEVELOPMENT OF A LOT.
ISSUED REGARDLESS IF NCDENR-LAND DUALITY HAS ISSUED AN / ( ✓^ / r //� �� Y'
EROSION CONTROL PERMIT. ✓ i. "'L- / '- THE ASSOCIATION SHALL KEEP SUCHRECORDS AS SHALL BE NECESSARY TO
_. ,,, -,__ !yti'- ix/ --0% ENSURES OWNER COMPLIANCE WITH THIS 5 AND TO FURTHER ENSURE
BEFORE YOU DIG
/ , =_ STOP ��
EXISTING BRIDGE-- \- -_ .I I 1 //AjY�_ _��/i = i(F✓ii� F. \\ THAN (20)ACRES AT ANY GIVEN TIMEURBANCE ACTIVITY TO NO MORE Q
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