20200357 Ver 2_Updated Duplex Site Plan Drawings_20210209

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Administrative Site Review Application `iool � W 2
Mmon,n[,and davdopmnnl Ceslamnr Semle.Ce1Hor•Cm:,EnW10a i�+Ors,'300 AM I Ry:nrn,IIr:Y7F[+t 197n1-49S 26M) Raleigh
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d Allao15s7 f,nixad use U + y _ y ` � \ I � � � y S
arllficataofApryroprlatanessf: PROJECT NAME HILBURN DRIVE DUPLEXE5 'C:
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[] Townhouse ❑ Civrr; Zoning Ca 1 __-._-_- r __ ''`��� - � '� � " CONTACT INFORMATION EN ENGINEERING, PLLC LU
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tsiEAlBRAL�HEORlHAT1L]N I 1 I ,� `�, '`, -_�; -�.-: R ;: ❑APEX, NORTH
CAROLINA 27502 A
Developm,3rit narnrz:I jilburn Curve Duplexes .� � , i �, �: .�� ,1 ��, � r -----`_;_---------- f - -
_........-.._.._....._.._.........._._...._._.._.._.._ _.._....._.. _ .._....._.-....._..-.._.._..-.._._...._._ I I -' 1 PHONE 91 9} 387 1 174
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y ��]Ye' ��wn ♦• ` � I � -y. .� '• �`,, � ,, �� � FAx - (9 i 9) 387-3375
Pr ,� rukire�s[es1'7401 Hilburn Dr. ' '' ; y tt :'" ', ,, ♦N, � .- ,�'.- `'`', �� . .
� � _._.._..-.--........—. � I f � _ �` �; �� `ti J � `, .•`" CONTACT PERSON - PETER D. CND55EN
1 - :Y -- --1-- --- 221 N.SALEM ST.
SiLe P,.N.(5):0787-as-5555 � ---�- �� � ---�--- --`--!--- --- OWNER 1 DEVELOPER CONTACT INFORMATION MARLOWE * MOYE, LLC
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PEeasQrfmsCrllfe ihe:;mpe of work.Includo any additions-expansions,arts change DI ose. `♦ ` - --ram`-- `,,v ` +�� .-;1',` •; +,`' k`♦ ; i PO BOX 2QG57 SUITE 001
Site development grid cnnstruatfoii of 2 duplex buildings. `, ��,_ :- (-1 CIRCLE .•-' `.� `, �,� ,t `.1 y' I P.ALEIG H, NORTH CAROLI NA 27G 19 PO BOX 10G2
N lJ PHONE - [phone] APIX,MC 27502
GWY �� r - Office: 919-W7-1174
CONTACT P>=RSON r�awA�a MnYE
Curren[Prrperry bwnerlE7e�filpper Contact Name: -------`--------{ '-'' I l 1. __ � `,, r 1 I f�i$#Te�Qll: P-0151
Ff]TG;pk,m3at attrcrhl,umhnastt agrfiemrrnt IN#tans+sbintttingUs3�lrsrrrx. � �- � l ) � . 1 ., ,.- ' �. :"-� , � -_—__-- CURRENT PROPERTY ZONING R-1 Q
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—_ - _ �_''"' '- __r_-r--+--T--T--r�� ~`♦�;� WAKE COUNTY FIN 0787-44-5555 wwwJonesanosssan.com
C wnpa„p:l+,ksrfowe&tdinye,LLC Tile:pa}P!o er � E :' r_
a- ; I t ,� � _�' � � + � T-._� _ �___ --------` TOTAL AREA 0.92 ACRE
FKldr[r.:s:PO Box 24GB7 Rloigh.Nvrrt,Caraflna 2761 B ,: �-i , -^ j
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Phonteq:{gT9J844-786a Finail:Fwtgyeiil gma#1-cam • I I !._�_ , ! I r i' ; ' CTI❑ 0.02 ACRE
Fl Irryn[�7ame:Howard Moe '--,__�y , -:`�, r'�■ _ r I j
!._........._.._.._...._.._.._.._.._......_......_.._.._.._ ._...._.._.._.... �.._..-- r �• ..• �: `', _ 1 I f NET SUBDIVISION AREA 0.90 ACRE ;`' 1
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Cnnlparry Mnrlawa&Maya,LLB Addrerss.i'i]Bog 20867 Ftafefgh,North Carolina 27618 ' ' �■ ` ' � ' ' � � y I � Q`,aF�S PA
f : --��"` � r .' I PROPOSED USE ATTACHED HOUSE, 2-UNIT LIVING 'Phnnte Rr:(919}644 7888 Email;hnncyoiiigrrr�il.Cam ' ■ + ' i / r�i ` r ♦ 1f ROPOSED NUMBER OF LOTS z>��.oPOSE❑ DENSITY 2. 17 UNIT5IAG
FRONT 5ETBACK 1O'REAR SETBACK 20' ' t` �NN
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I_ THE PUPP05E OF TH15 ADMINI5TRATIVE 5ITE REVIEW 5LJ13MITTAL 15 TO APPROVE THE TWO DUPLEX < (� �
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r - I 2. THE EX15TING PARCEL 15 LF-55 THAN 2 ACRES 50 TREE CONSERVATION AREA 15 NOT REQUIRED PER � I
' r -------, UDO SECTION 9.I.2.
DEVELOPMENT'FYPEI SITE DATE TABLE _��yM1_ ± r`------� i--------i I � I � 3 THIS SUBDIVISION AND PROPOSED USE 15 EXEMPT FROM 5TORMWATER REQUiREMENT5 PER UDO U
lAppiitabla to all developments) ,` F-___ , F------- ----`_--� ( SECTION 9.2.2.A.2.6.i. z ('��
---I H I LP U RN r 4. THE MAXIMUM IMPERVIOUS 5URPACE AREA PERCENTAGE FORTHI5 SUBDIVISION SHALL NOT EXCEED "�-+
S[TB DATA BUILDING DATA �-____-- F________________ I
-- - --^~`_ -_�_-� 1 - I I --w- G5%PER LIDO 5ECTION 9.2.2.A.4,a.
aer"g rJof e;1t#If more llrArl 17na,please pruvl[ta the Ekistiny gross alafsr arQa{nut!o be rirmaE€ei peij ____ _ ----- --------' , , _ 5, D`cVELOPMEIVT PROPOSES PAYMENT OF A FEE-IN-LI> U POR I QUIREp STREET TREES ALONG HILBURN D
acrc,ape pi eachl. p
`--- F -- ; ~-y -� -� DRIVE DUE TO THE EXISTING SANITARY SEWER MAIN AND EASEMENT ALONG THE STREET FRONTAGE,
�-I tl Fxlsling press Ilpnr area Fe be dFA+pliSi/eul; i '-^ TOWN H 0 M E + ! I
0 � � L yl y FEE-IN-LIEU N 10 TREES (�l 13 LF Q 1 TREEI40 LF = 10 Tl�E5). U
Gm i r Lssteacreage:A-92 IUewyl0-'j.5 Gprarea:5,025sf , I , !! G. NAL R/W DEDICATION ON H1L13LJRN DRIVE DOF5 NOT PROVIDE 5UFFICIENT SHOULDER [u
g f j 5.025 , ---- --J , i '�, i CON5TRUCT THE REQUIRED COR NEIGHBORHOOD STREET 5TREET5CAPE. THE MODIFIED Q
i6 of ki,fg spaces rPqu[red:g Total sf ruse to remain and Harr
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WIDTH TO_._ ------ _.._...�. ----- _ --- _------------------------ -- --- ---------------____--__-__-------------------------- r ; r--
#yfparlrrrxtspaoesoropasari'a PrWus*d#orbuildings:2 { T T`--i r--` r `♦�♦ ?5 MA5TREET5NTENAN�5TP.ICAPE OPNA555HQWN C]NHALL R5HEl 1 LLY CONSIST OF A 3.5 PIANTING 5TRI 51DElNALK AND [1
(lvertay[]isUict(l[aRUlisa4la}' �.- Proposed#of sloriFs I»r elide:2 ----- ' P 5
T _�r T--T_-Y--7--` -- /�� ''---_� ; 7. DEVELOPMENT PROP05E5 INSTALLATION OF 5'50EWALK ALONG THE BUILDABLE LOT FRONTAGE ON
Vac-,ant
� / ; � ; ; I , � � � r J r ,• \� HILBURN DRIVE. A FEE-IN-LIEU PAYMENT SHALL BE MADE FOR ANY UNCONSTRUCTED SIDEWALK AND
syroPasc a u,a{llhn 6.1.ai Attaohed House '� ..� INCLUDE THE It OF ADDITIONAL SIDEWALK FOR INSTALLED 5'5IDEWALK,
- - --- -"�--i__1__1__�__r f'`♦ I :f �� `��Y-- `- 8. THE C05T OF THE OFF-51TF SIDEWALK AND HANDICAP RAMP FOR CR055JNG TO OPPOSITE 51DE
"ORMWATM INFORMATION f� /,
bxistir,g lrhperviaus Svrftrxr Prapnsed lrr,p riEvlsSur[2e9: I LK AND iANDICAP RAMP ALONG t1 LBURN DRIVE AT VIENNA CREST DR VE 5I1ALL BE LU
Arres:tl Square Fee[ n Acres;C6� Square LU
tract; a7,noa r + ♦4 , + 1 I y W
Is Ihis a tr,+o[t hazard apse? Yes r- + ` LU
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•' �` -- t---�-- ; I �, `.Y-` � ---- f 2 E COVER
NG CONDITIONS
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RESIDE�iT1i4L PEIIELOPME{IlTS
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Taief rl nT dvumlitng unils.4 Tura1�ch tu+tel units !ff i�---- I E_____------T� PLAN -
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7i o}rxdreYnrrl unlls ,hr..�...................Iter� 3t:�� 4br❑r e=lnre r, f, ----`-----------------^------------------ I i -
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------`----! ' I 14 LOT LAYOUT PLAN
_ 3 DEMOLITION PLAN � , I '
#❑r kott:2 Ls your plc]act a cottage crurt� [ 'Ys s No r - r I --------y-- ;
I }---_-__-- 5 GRADING t 5TORMWATER PLAN
/ G UTILITY PLAN [�]
Slt3N1,TUtaE[�LrJCIi TH P.N H I LL r`' f''r L �------- I «-----------? _ ;I --- E—.._ 7 DETAI L5 SHEET
i haret Cesi. are.�k I7.Cl-- _. __ __.__..._ �1}�1�1I�TM E NTS /rrf /'�,r ---- ___-_ _-�� t' A-I BUILDING I FRONT ELEVATION ❑Y Pn _ to'serve ea cry agent r
1 A-2 BUILDING 1 REAR ELEVATION
regarffltg[h spp![Cafipr7,.a receive and re }Gnre ib A[lrr,:nistr]five cummenta to resuk5n7ii Wens m}ls,v t�half, r
a r1 fn rapr2 a me sr.any puLHicr+�letini7 fB[T7rrlirt(I this applica[on 'fr/ ./ , 0
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Is
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P I A-3 BUILDING 1 519E ELEVATION Q
1 j A-4 BUILDING 2 FRONT ELEVATION
h hnvrF ran[r,ac,cnawk3rlge,and alt+rm fl,at this Project is cnnrnrming to all atfEAlrson ret;uirements f` I -------- i I A-5 BUILDING 2 REAR ELEVAT O N
arrprccak,ie vni}+li+e propgs,erl de,vmlapmanl uce I ar:knawlr]dgM[hat till9 n9plisaslvrr Is&ikpscS!a fire rkl� �, r/ I I iT_»-----�1
*.awnrinr undr,uhmlttst policy,which sWcri ap„lteationt will axplreover rix pjrkr'�[%4VR rymrttm;of lnwiviiy, I -_Y-_ A-G BUILDING 2 Si DE ELEVATION
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NARY 2pl 2 AEW9NGYpi.xO ,r`'I /'rr ' F !i
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BLOCK PERIMTEK EXEMPTION
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``__�________ ___________ r- _T---- J CITY OF RALEIGH, TC-G-1 9 SECTION Alb STATES THAT THE MINIMUM SITE AREA
f - ------- --__T__----- APPLICABLE FOR BLOCK PERIMETER IN R-1 O ZONING 15 3 ACRES. 5INCE THE HILBURN
It It 'ti Ir I DRIVE 5U5DIVI51ON AREA (032 ACRE) 15 LESS THAN 3 ACRES, THI5 PROJECT I5 y
'f 1 I EXEMPT FROM BLOCK PERIMETER REQUIREMENTS OF UDO ARTICLE 8.3.
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ATTENTION CONTRACTOR5
PARKING REQUIREMENTS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF PARKING 5FACE5 REQUIRED - 8 CALF DRAVOI
THE WATER AND 5EWER, AS APPROVED IN THESE PLANS, 15 RESPONSIBLE 2 SPACES PER UNIT x 4 UNITS I '°= 100' PDC
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 5 1 G-2 1 59, AND PARKING 5PACE5 PROVIDED - 8
THE PUBLIC UTILITIES DEPARTMENT AT 99G-4540, AT LEAST TWENTY I GARAGE SPACE DATE
FOUR HOURS PRIOR TO 5EGINNING ANY OF TIIL;IK CONSTRUCTION. SOLID WASTE INSPECTIONS STATEMENT I DRIVEWAY SPACE OCT05ER 14, 2020
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING THE DEVELOPMENT PROPOSES USE OF CITY OF RALEIGH 50LID f2EV1510N
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND WASTE SERVICES FOR TRA5H PICK-UP, STANDARD 9G GALLON
REQUIRE RE I N 5TALLATI 0 N OF ANY WATER OR SEWER FACILITIES NOT ROLLOUT CARTS 5HALL BE USED FOR THE 51NGLE FAMILY LOTS.
IN5PECTED AS A RESULT OF THIS NOTIFICATION FAILURE. DUMP5TER5 ARE PROVIDED FOR THE TOWNHOME5.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF Pf��L� M f NA1' PLANS
RALEIGH STANDARDS WILL RESULT IN A FINE AND P0551 BLE EXCLUSION �a 1�� ���
FROM FUTURE WORK IN THE CITY OF RALEIGH. NOT M p CO�+Sop I ,CT I O N
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GFAPHIC SCALE
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� I. ALL MATirR1AL5 AND METHODS OF CONSTRUCTfON SHALL BE IN ACCORDANCE WITH CITY Of RAL>rlGhi 5TANDARA5
PI-IILIP �TYLr<R LIN�5E1'
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NOW OR FORMERLY f r + PIN: 787-44-7705 - + 2. BOUNDARYAND EX15TING CONDITION5 INFORMATION WA5 TAKEN FROM A DIGITAL FILE FROMDFD BY ELINGBURG
HAR50KO U GPI RYAN *- ANGELA TUCKER I SALLY Ir RSTON 1 y ZONED_ R-4 LAND 5URVEY COMPANY.
PIN: ❑787-44-5744 ` f ` �5�: c]F 1 3. TOP0GI2APHIC INFORMATION FOR THE 51TE WA5 TAKEN FROM A DIGITAL FILF PROVIDED BY ELING15URG LAND
PIN: ❑787-44-47 I I + i :1 SURVEY COMPANY. -�
COURT ZONED: R-4 STORM M.H. r STORM H' r t F E.5. - �[ , 4. NO FEMA MAPPED FLOOD PLAIN5 EXIST ON THI5 SITE PEP,FEMA MAP NUMBER 3720075700J DATED MAY 2, C
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ZONED: R-4 I USE: 5F TOP= 352-86 � ti TOP= 3�L,3 i 1::.':ll n ` �
�EI t�-+ USE: SF + INV-IN= 347.G 1 INV.IN= 47 I l 1. A INV.= 341.4 . - / 2006,
I�TI I N V� t 5. THE 5ITE HA5 BEEN REVIEWED FOR WETLANDS, NEUSE RIVER BUFFER5 AND CREEKS BY 501L t ENVIRONMENTAL � W E
+ EX. M.H. INV.OUT= 347.4 INV.OUT= 34 ';r / \
i ` '•.:'} F.E•5. CONSULTANTS, INC. THE BUFFERED STREAM 15 DA5ED ON TOP OF SANK 5URVEY 5HOT5 BY ELINGBURG LAND
] INV.= 3�.� , + 5URVEY COMPANY. W_ f TOP= 352.09 rti1 i 1 1':1 I I 1 m
+- -- -J G. THE FLOOD 501L5 INFORMATION WA5 TAKEN FROM CITY OF KALE IGH AND WAKE COUNTY IMAP5.
iNV.LN{5}= 339.0 I l ry,l l � / /r . , , Z C
` INV.IN{E)= 339.0 i 1 `�
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INV.OUT= 338,9 � a M.w
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EX. M.H. t g�. l 'Y:;.1� 0P= 352.93 V C
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TOP= 35L .57 _� I I + UlL1 f ..f� / 1 , , Z 0
INV.1N= 345.E _ a� I _.
INV.DUT= 343,L- ��92 I�.t `°lS� •� �Oe .; �� 1 , W
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INVJN= 33G-5 f !• - . 1C, _•. �' '� ❑
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1Nv.ouT= 334.9 a, e �Ex �=€.�: + � aE�I . �x. i INV.OUT= . 1, , L3
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+ + + + + + + + + -F :h, ! 4 +• i k -'-` ! 11 Jr 1 INV.OUT= 3 .3
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NOW DR FORMERLY NOW OR FORMERLY
JUSTiN BLAiR BROWN - - j r 1 C.B.TOP= 350.8G
+ Ia- +.� + + +�+ f , + ', INV.OUT= 347.5 HILBIJRN 7OWNHOME A550C INV
PIN: ❑787-44-4G I I I r J _
j \ + +, + f-- + '+ I- + + + 3 PIN: 0787-44-5464N.SALEM+ ZONED: R 4 �' 1 �+ �� /' ' ZONED: R-I ❑ \ 711 SUITE ODI 5T.
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+ + + a- + 1 CREST DRIVE d€firre: 919-387-1174
1 '\ +'°I�+-4--1- fi� 3D' 2❑' r�' J Registration: P-0151
\� -- + + + + ,+ + �-70N I ZONE 2 , ' r �Ex STING} \ wwwjonnmomen.com
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NOW OR FORMERLY ' CURVE RADIU5 ARC LENGTH CHORD LENGTH CHORD BEARING
THORNI-iILL APARTMi=NT5 OWNER LLC ' 11� � C I 25E.00' 66.46' 66.27' S 02e25'13"W
U
I# WV L C2 870,00' 154,29' 1 54.09' 5 14'55'51"W 5CA� FA,,,,r,�
ZONED: R-4
PIN: ❑787-33-67G9 '. , EX ��H I "-30' PDC
.- '
U5E: GRDN APT
DATE
C,D-TOP= 3G7.35 ' '� '
1NV.OUT= 35�.5
ocToer;R a, 2020
0 15 30 5O
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
GRAPHIC SCALE 2
o�
I764

V U]
.a
NOTE5= m
' NOW OR FORMERLY ` / r - I, ALL MATERIAL5 AND METHODS OF CONSTRUCTION 5HALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
PHILIP *- TYLER LIND5EY , / I AND 5PECIFICATION5.
NOW DR FORMERLY + yy ,t ' PIN: 0767-44-7705 /y + 2. BOUNDARY AND EA5TING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG � tC�
1 SALLY IERSTON 1 -^ LAND SURVEY COMPANY.
�{ p ZONED: R-4 /
I �ARBO RO UG H RYAN t- ANGELA TUCKER y / 3. TOPOGRAPHIC INFORMATION FQPTHE SITE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBUI�G LAND
PIN: ❑787-44-5744 1 �,;,` USE: 5F / // , SURVEY COMPANY.
COUPIT PIN: 0767-44-47I I 5TbRM H-
ZONED: R-4 STORM M.H. y l �� 4. NO FEMA MAPPED FLOOD PLAIN5 EX15T ON THIS SITE PER FEMA MAP NUM 3720078700J DATED MAY 2,
1 (5
ZONED: R-4 I � �� TOP= 3��.32y �:;�'=, F.E.S.
USE: 5F TOF= 352-8G yI y L t ^ INV.= 341 .4 .' / \ 200G.
(EXISTING) �-_ USE: 5F INV.IN= 347.E y y INV.IN= 47.I y !`';� / 5. TI1E SITE HA5 BEEN REVIEWED FDR WETLANDS, NEUSE RIVER BUFFERS AND CREEKS BY SOIL*-ENVIRONMENTAL W
--- INV.DUT= 347.4 yl y INV.OUT= 34 /
Ex. M.H. I y �,:.;.,� / F.E.S. CONSULTANTS, INC. THE BUFFEI2EU 5TRAM 15 BASED ON TOP Of BANK SURVEY SHOTS BY ELINGBURG LAND W
TOP= 352.05 tit ` , ... l I- - J INV.= 3�.1 , I --�
� SURVEY COMPANY. �y
yry ly }'',:� -�- / , 1 , --J G. FLOOD SOILS INFORMATION WA5 TAKEN FROM CITY DF RALEIGH AND WAKE COUNTY MAPS. C
-- INV.1N[SJ= 339.p 1 } 1 ` :' � / / / 1 7. THE REMOVAL OF THE EXISTING MANHOLE AND 8"SANITARY SEWER 5HALL BE DONE PER CORPUD APPROVAL. L [�
- INV.IN(E]= 339.0
INV.OUT= 336.9 �� �G�y�y M'w
- - I EX. M.N. _ y ��I I •�� P= 352.93 , 1 \ 1 I C
TOP= 35 .57 INV.OUT= 339.I \
-- INV.IN= 345.5 - p� i I , y
- + IUT= 343.f-' 92 �l� i I �/ -�/ d i `,/ - W
� � �� - � NV.D 5rs� 13�' r I ��tNrG�f =ly -/� �
k 4 ��INV,IN
-
5 �! +1+ t 4 . I 1 , i C.D.7pP= 351.30
I , TOP= 344.76 _ N G9 1 �i,� �� h + }- + +/+f � / I � INV.IN IN)= 345.6� O
INV.IN= 33G.5 -. P ��.=- E B�� .� + + ;I_ I- (5)= �5!8 y
INV.OUT= 334.9 f 1 INV.OUT- ' V
\19 + + { +IN1�.= 340., \ \
] \ r- i I -r r .i �i i { + S ,
i-1 i- f ri
\ � r- i-r�-� -i + -i- -FP�.ObC35-'OlirSf• i I..-�ifaV.�j�3�?�- � �+�' �!!!," 1 I f I� 1 1� � \\ ,\ Y �
/ {T� mlCAL
i ! f + + +- + + + i I ;--I-
.. i 7f I 1 h, III+ r 1 ;:.�
/` I I f r ] Y
+ + +TOR{O - + + + +- + + _�"� �.
1 \ +- + + +BAN(K+ I i + s fT ?�.. �r fir,. ! , I ] G.B.rOP= 35�52 Y W
fN -1 = r ✓1. j INV-IN= 347.3 \
\ / + + + } + + + + ! 1 :{ :I-'[ 'F f-F.-f I I ,V �I I! f + f -
f +. T 3 5:8 I r f r f.. ;� INV.OUT= 347.0 , -/ >
\ +¢
4-�! + + -i: + `�+ + f # _ y NOW DR FORMERLY
NOW OR FORMERLY /
] \ _� f � C.B. TOP= 3SD.8G \
JUSTIN � BLAIR. BROWN � �� - � f r r � 1 HIL1 URN TOWNHOME A550C INV �
'+ + + + r I 3 r ' FIN: 0787-44-5484 221 N.SALEM ST.
\ oh + I I -Ww s F r , ..: INV.OUT= 347.5 . 1
PIN: 0787-44-4E I I
] \' ZONED: R-4 F ! + + + + + + + ] i J ZONED: R-1 ❑ SIJfTE OD1
\ USE: 5F + -i ..+ + + + + + + I r f - USE: HDA \ PO BOX 1�
1 + + + -� + + + + I r ; r' ; J V I E N N A APE),NC 27502
I \ + + + +.+\$ti- + /f I''I J p ❑` \ \, Office: 919-387-1174
\ + + + +' -- �' rr ] CRE5T DRIVE �, , Registratlon: P-0151
J - + + + + + + -i 'ZONE. I ZONE 2 i +r I r 1] (EXISTING) • \ \ \ www.jonesawmn.com
_ 3
_ I' -L�� .�- 15 ' NEUSE � � 1 I � 'r r r. 1<:-.... � -`�Q``��Es- �� f'�',•
J _y L
J r 3�f +-J- + -F f, RIVER BUFFED
_!ram r T + + .I SEA
a
IN I
r
+ + + r -
❑ + -1 TOP OF r J rrI it .{J] ❑ 1 �� //
Q
r ] 1
}- �- 5TREA (fX.'30"
J �ORI Gl f�i 5�D.
J POINT CMG (TYP.)
u
Lu
I
-�
z FIN ,0757=�#-555�5 r I I+ �] ]
NOW OR FORMERLY
BRECKENRIDGE A550CI A710N Di= RAL INC
PIN: 0757-44--046+
ZONED: R-4 �
USE: HOA I I r + + -
�
RJP RAP � � � � J rr 11 1 ] � z
DITCH 1 r l 1 f r IJ �L ` j C W
-
I w �
� 1 r ] ❑ Lu
_
l r1 r Ex. FH EX. M.H.
M.H. F. !�r, rr� rr J:;II 1 IS]
i V.= �4 Ex M,I1. r rr ]
1 r TQP= 359.25j r '.>�� 1 ] W 0
f INV.IN: '35Q. 'rr EXISTING 5TORM DR. ]
1 , TO BE REMOVED
r r J RE-ROUTED (SEE SHEET 5)
,'' ► ,' ^ EXISTING 5'
SIDEWALK
__ _
- r Z < I1J
- - - w : , , - - - 4 - __ _---4 ---- rr EXISTING SEWER
� � � �-----___ _ _ __ TO BERI<MOVED I t f + t T- - - - �- _ _ ❑
(SEE NOTE 7) r
1.1 88°C�7'47" W G7.95' TOP= 3G3.Q2
INV.IN{5]= 35 f G ,
c;B.rpP= 36�a.17 INV.IN{N}= 12'2
INV.IN= 357.1 NV.OUT= 35G.9 , INV.❑UT= .4 '
L �
1j 1
�1 lr r
Ilr 1 CURVE RADIU5 ARC LENGTH CHORD LENGTH CHORD BEARING
NOW OR FORMERLY �'' ' u
1 CI 256.QQ' 65.45' E5.27' s 0202 5'13'�w
THORNHILL APARTMENTS OWNER LLC 1'� GZ a7a.00 54.29 ,54.a� 5 14°555 f' w �Awr,
PIN: 0787-33-67E9 I;r ,�, "=30' PDC
ZONED: R-4 ��� rl
USE: GRDN APT I ' nnre
C.B.TOP= 3G;'.35 ' r 'i
INV.OUT= 35rFJ.5 ocTaBEk� 14, 2020
I I
0 15 30 60
FRELIMINARY PLAN5
NOT FOIE CONSTRUCTION
Gl�API1 f C SCALE 3
PROJECT
7G4

NOTF5: [
t NOW OR PORMERLY ' /- r ! ]. ALL MATERIALS AND METHOD5 OF CONSTRUCTION 5HALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARD5 �
' + PHILIP � TYLER LIND5EY , / ! ! AND 5PECIFICATION5. ftb
' PIN: 0787-44-7705 y 2. BOUNDARY AND EXISTING CONDITION5 INFORMATION WAS TAKEN FROM A DIGITAL F1LE PROVIDED BY ELING13URG V
r� C
NOW DR I-ORMERLY / I J
H ARBD RO U G h RYAN � ANGELA TUCKER + SALLY IERSTON �� `� 1 7t ZONED: R-4 �� + ! LAND SURVEY COMPANY,
PIN: 0767-44--5744 l ` 11� {JSE; SF / / / ! 3. TOPOGRAPHIC INFORMATION FOR THE 51TE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND
PIN: 0787-44-47 ! I r / - + SURVEY COMPANY. +�- COURT ZONED: R-4 I ,
ZONED: R-4 I 7C� i l ti �'=;� - , ! 4. �1D FEMA MAPPED FLOOD PLAINS EJ(15T ON THI5 SITE PER 1 EMA MAP NUMBER 3720075700J DATED MAY 2, C
�Ex15Tl NG} �-_ USE: 5F USE: 5F r u n ! + N
u� .r1� .- - 1 I 2006.
A\ / 1 ! 5. THE SITE HA5 13EEN REVIEWED FOR WETLANDS, NEU5E RIVER 15UFFER5 AND CREEKS BY 501L*ENVIRONMENTAL w E
- CONSULTANT5, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY ELING13URG LAND w
1 rrr ti p r �_:` / / / I , — r SURVEY COMPANY.
— G. THE EX15TING PARCEL 15 LESS THAN 2 ACRES 50 TREE CONSERVATION AREA 15 NOT REQUIRED PER UDO 5ECTION C
— — �ti I us f / {y 7. THI5 5UBDIVI5ION AND PROPOSED U5E 15 EXEMPT FROM 5TORMWATER REQUI REM ENT5 PER UDO 5ECTION
/ t
// `- _•� ~~ — — I�i / / J! `�� // 1 1 1 , / 8. THE MAXIMUM 1MPERV10U5 SURFACE AREA PERCENTAGE FOR THIS SUBDIVI5ION SHALL NOT EXCEED G5% PER UDO 7 C
5ECTION 9.2.2.A,4.a. Z o
-f — , — g2 -r +�-L + fl I �-=/ / / i �....1! / -/ , / 1 1 -y 9. DEVELOPMENT PROP05E5 PAYMENT OF A FEE-IN-LIEU FOR REQUIRED STREET TREES ALONG MILBURN DRIVE DUE TO Lu
— 3 - } , / / I . . / , , 1 - THE EXISTING SANITARY SEWER MAIN AND EASEMENT ALONG THE STREET FRONTAGE.
10, DEVELOPMENT PROPOSES PAYMENT OF A FEE-IN-LIEU FOR THE UNCON5TRUCTED PORTION OF 51DEWALK ALONG
53 THE B
° 1'� �l 'E �� // I I I -• , ,� ,1 , ./y 1 I. OFF-5 TE S DEWALK 1Mf1R>QL1lR1 rADJUSTMENT IN 7HEHOFFSET DISTANCE FROM 8A OF GIVEN ALL BE BA5ED ON D CURB SIDEWALK.
LIMITED
,�P — � � , / y EXISTING SHOULDER IMDTII ALONG HILBURN DRIVE. (,,)
-� - Q � ;LQ + + + + + �..:.t.+1 -- ' 1, / 12. CONSTRUCTION C05T OF OFF-51TE 51DEWALKSHALL BE ELI GABLE FOR REIMBU R5EM ENT,
g _ 13, THE LOT 2 DUPLEX ENCROACHMENT INTO ZONE5 I AND 2 OF THE NEU5E RIVER SUFFER HAS BEEN APPROVED BY
+ I 1 y PERMITTING THROUGH THE NCE)WR[PERMIT NO. DWR#20-0357]. �
! / � tIr + ! � , / I // 14, CONDETION5 OF APPROVAL UNDER NCDWR PERM IT NUMBER DWR#20-0357 IrJCLUDF APPROVAL OF A C
! / f I + + h +P Do[) 50I + F i +.--+ F I Ir ! ' �: . j , y 5TORMWATER MANAGEMENT PLAN FOR LOT 2 (SEE SHEET 5)AND PAYMENT OF COMPENSATORY MITIGATION FOR �
+ +!+ + + + + -L• cL + 1�L + +�+ +!-f �{ j f r I :!1 ♦1 ' ' ./ THE NEUSE RIVER BUFFER IMPACTS. C
+ + +1+ + + + + + + + + +� I t -w + +/ i
! , / -f TANK+ + + + + + + + + �1.: t' a fr+ l if 1 y w
+ + +l + + + + + + + + l. r � + + + + f 1 if ! ' l l 11 �•
F + f- +I + + + + + A + + + + + + + r . ?
V
NOW OR FORMERLY F - + fib. ir+ + + + + + + + + + r 1 "o D NOW OR FORMERLY
JUSTIN 4 BLAIR BROWN + + + � .-.61< + + + + I r � ' ` � HILBURN TOWNIIDME A550C INV �
PIN: 0787-44-4G I ! f r EXISTING SITE DATA
r + + -+ `F' 1 + + + ` 1 r '� I 1 PIN: ❑787-44-5484 - 221 N.SALEM ST.
ZONED: R-4 -I- ' . - + + + + + + . . I r r+ � ZONED: R-I D / 1 , 51TE ADDRESS 7401 HILBURN DRIVE SUITE �,-
+--�'USE: 5F + + + + +1 P, q . 5•5- + f USE: HOA 1 , PIN NUMBER 0787-44-5555
+ -I + ,+ + +�5E ENT 7 r -/ ' , 1 DEED BOOK DB 017427, PG 2448-2475 PO BOX low
1 + + +
V f E N N A 1 RECORDED MAP BK 1598, PG 1 1 10 APEK,NC 275M
- ++ + J ] 1 , , ZONING R-10
! + + + 0� + r + r C RE5T DRIVE o �: q�9- s�-»>a
/ , 1 ACREAGE 0.92 ACRE
! + + + -w' + 1 1 r ,,� \ lmgi&ation: P-0151
,\ r + + + �{ + + + +� ZOO ! ZOO 2 ; r NEW H1C EX. HIC rr �ExISTI NG} ./J'' ,' ,1 -/
www.jone>Knosaen.com
+ + + + + + I i f RAMP , RAMP . •
+ + �. tom+ 150- NEU5E
. . . + . RIVER BUFFER r O r / / . DVI=BALL SITE DATA •' tics! O rP''�
LPL + + + +.� J
' _ _ _ — / 1 i uy +r j - , • , - ZONING R'10
— + �_ f f
! —r + + +I+ + r+ r a 1 + ` `►I 1 1 1 / PARCEL INFORMATION S -
B10-RETENTION �'� nr r
— + 1 ]/ ACREAGE 4.92 ACRE � �., '
_ 1 , R14V DEDICATION 0.02 ACRE
! r + + +!+ AREA r r r+ ':r
� LJ
SEE SHEET 5 r �Ll - NET SUBDIVISION AREA 0.90 ACRE
+ + # [ , I In i ++ ?:_ ,jf - 1 ' PROP05ED LOTS `•., E!�G!tid'r�� �a`'
1 - LOT 1 0.1 G ACRE
LOT 2 0.74 ACRE •r,,� D. Ct� ,,,.�''
r- —` / PROPOSED USE ATTACHED HOUSE
TOP Of
N + ! BANK . r 5TREA1 !' ("`'!r
,rj + + I D RI GI
POINT p�f I Q
f I U
+ I r +1 r � Q � !
to 1 ... ' iJ r 1 — �
BUILDING ` r I r+ r .Jr r =
f_ 1 'SETBACK O
f -:5: r ] �rr 1. 11 �[ r
N € [TYPICAL 1
Lu
¢ a~ f
u
lr�+ 1 rrlf - -
NOW FORMERLY ] —
BRECKENRlDGE ASSOCIATION OF RAL INC HILBURN TOWNHOME5
f ` 't-°`NI r+ l lj r
PIN: 0787-44-0481 LOT 2 , + 1 r ]�
ZONED: R-4 o cJ F F J r .11 �— — r
U5E: HOA r
1 Ex. 30" STD.
5' UTI LITY f; .3. r r r
PLACEMENT r GAG [TYP.}
CL
,=A5EMENT r Iti'I r
r � �
r � W
8 °09'S ' r f t mr I I r Il
3 � 88.43' ' I II r j �rr �1 1
r r r W n
SUBDIVISION �0 10 `"—
LINE (TYP,) [TYP I CAL} r ,+ I":'.'II — W
r r DEDICATION L
- : .y ' 11 1 to
PROPERTY LOT ! 1 NEW G' L
_>
:.i 1 1' 7 I
LINE 51 DEWALK 1 MT.) `.; — `►g;, . � fir
77.59'
r am' EX15TING 5'
Z
DUPLEX 51DEWALK
UNIT P. i O '] (TYPICAL) — — ❑ �—
- - - - - - --- - --- - - - - -- - - - - - — — — _ —— — �' } E 20' PRIV. 1 ro �r r — �--- Dz Q
0
T � �
N 550071 W G7. 5' r ' 1 'I ! ! ! + ! ! + ! ! + ! D
51DEWALK ! ! + ! ! ! ! + + !
r l ADJU5TMENTCD
VAR. CDR SAN.
5EW1=R EASEMENT 'NEW H/c r►` ^ ' ! + ! + ! ! + t +
! !
Ilr RAMP L 4 ! ! ! !
_ J L _
RAMP
u-
1b }O
NOW OR FORMERLY 1JJ ��/' , CURVE RADIU5 ARC LENGTH CHORD LENGTH CHORE)BEARING +-
THORNHILL APARTMENTS OWNER LLC 11� c1 254.f]O G5.40 G5.22 02p2S52 w
' Ili �- C2 8G8.00' G8.59` G8.58' 5 12 OG'51"W CALF DR4Wh!PIN: ❑787-33-67G9 1Ir 1 �L C3 898.00, 8G.00' 85.96' 5 1701 2'59"W ZONED: R-4 ! „_3�, 1'�C'
1�
USE: GRDN APT � 1/'' ��
OCTOMR 14, 2020
DATF
�' REVISION
0 15 30 GO
PRELIMINARY PLAN5
NOT POR CONSTRUCTION
GRAPH I C SCALE 4
PRIDJLCT
I7G4

1
C
DUPLEX CRa55 SECTION J �
/
NOW OR FORMERLY \ O_
t ' PHILIP # TYLER LINDSEY / -0
r r� C
NOW OR FORMERLY FIN: G787-44-77C5 /y V
5ALLY IER.5TON 1 ` y ZONED: R-4 /
hARP�R�UGh y RYAN 4- ANGELA TUCKER PIN: 0787-44--9744 I USE: SF R/W CL U Z
COURT I FIN: Q787-44-47 11
zaNEo: R-4 ys 'l
1 ZONED: R-4 USE: 5I EX. 5D a y I y. I ry ,> ll n /. 9 N
(EX!STI N G) -_ U5E: 5F I M.I1 W
E
6
+ i \ PLANTING C
20 DMEWAY G'5Nl 5TRIP cM
fXj
T� \
S' �i i �`i c
,.. �� .�r.
+ + :ill
+ { I C
41
+ + + + + + + + + , I #+! r I , , / y AVERAGE PRE-DEVELOPMENT AND POST-DEVELOPMENT GRADES AND BUILDING HEIGHT Qy
\ / Mh1 -i- + + I I. + + + + + # ++� t �. \ , , . Pre-Development Building Grades Pre-Development Maximum Allowed C
+ ` +=�}.rl _ _H + +FLOOD 50IL51- ++.,{r_{. +,0 1 T . �{..[ I!r r �, .� BUILDING# North Side East Side South Side West Side Average Grade Building Height
+I+ F F -F + +(TYPICAL) -f;.f f /' F i- �` #`f I I! tf! 1. j , 1 351.9-Low 352.0-Low 358.2-Low 351.9-Low
f / + FF r 1! r r \ , 352.0-Nigh 356.2 High 359.8-High 359.8-High 355.5 395.5 C
f I 4 r `+ 352.0-Avg- 355A -Avg. 359.0-A 355.9-A
/ I ANK71� / 11! I -.1 , \ 2 343.9-Low 346.9-Low 348.0-Low 343.9-Low C
+ } + + + !- Il + 346.9-High 348.0-High 350.9-High 350.9-High 347.5 387.5 LU
l / I + +I + + + + + + +.'9 't••H + + 4 '�' I} riff ! �• .'f J \ y 345.4-A 347.5 Avg- 349.5-A 347.4 A
/ -i- + +� + + + + I -t`+/9 �+ + I + { j x C� ! 1 l i �jr Post-Development Building Grades Post-Development Maximum Proposed >
\ i � I j �• BUILDING# North Side East Side South Side West Side Average Grade Building Height V
\ i• + + 41 + + -6 + + + + I j 1 353.0-Low 360.0-Low 361.0-Low 361.0-Low
NOW DR FORMERLY a- + + NOW OR FORMERLY 360.0-High 361.5-High 361-5-High 353.0-High 358.9 390.22
\ JU5TIN t BLAIR BROWN 1 ! 1': '1
\ + + +,ar+ ��} I+ Ir r + HILBURN TOWNHOME A55OC INV 356.5-A . 360.8-A . 361.3-Av , 357.0-A
\ PIN: 0787-44-4G I I .}. .� - ++ + { PIN: �787-44-8484 2 345.3-Low 34S_8-Low 351.8-Low 345.3-Low 221 N.SALEM St
l ZONED: R-4 1 t ! x 349.8-High 358.5-High 358.5-High 351.8- High 351.4 387.44
\ #- +�j+ + H- -I- `i- -I` ' � fl� +r �1 �'✓ ZONED. R-10 347-6-Avg, 354.2-Avg. 355.2-Avg. 348.6 A
sWE ov1
\ USE: 5F + +. + + + + + + I 1 + I �! J U5E: HOA PO BOX 1062
\ + + + �}�+ + # I 0 CCrR 5.5 • , + 'r i V i E N N A Notes. APIX,NC 27502
\ + 1=A5E< ENT !r 1 1 j Pre-development grade averag was determined by finding the average elevation of each side of the building(north,east,west& �-�p
JJ ! CREST DRIVE south and then averaging those 4 elevations to find the overall average. Vl ll�: 919ti3$7-1174
+ \ 1 + ! 2)Post-development average grade is the building finish floor elevation(FFE). ReoWatlon: P-0151
+ + +� 3b' 2O r l SEX 1ST I N G} 3]Maximum allowed building height was determined by taking the minimum elevation of the pre-development or post-development
+ www.on"moss4m.com
ZONE 1 ZONE 2 average grade and adding 46 feet. on"mon.eom
\ r f + 4- + r+ I PRIVATE
/ 4)Maximum proposed building height was determined by taking the post-development average grade(FIFE)and adding the
build) height.
•g4�sl��dr7PYlC
+ + .���� � ', � I r. DRAINAGE` I \ proposed n9 g t9»,. � 7tr;.
5� NEU5E i EASEMENT r , \\A - �C)+A�r��
+ .• RIVER BUFFER ! f ,' ,Q�
f \ \ \ S AL ;
r r COMBINATION -..I I �" TW= 47. RETAINING
f f TREE PROTECTION + { +I h BW=34V r f WALL#2
FENCE t 51LT TW=346.0 r,
J PENCE + + +1+ 5W=345.0 r EMERGENCY I� .:. , = r f
SPILLWAY �..:: y
rl r TW=34G:�} 1 r ! 1� \ NOTES:
r , + I ! +1 SW=345.0� r �510-12�TENTION �1 ':�� \ / ., �. X'��Y•`�
+ + + + r AREA#I r +
r- �� � I. ALL MATERIALS AN METHDQ5 OF GON5TRLICTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIG�I STANDARDS
+ F F T P OF ; CO ' (5A=300 5F] ! j�
<-=T AND SPECIFICATIONS.
+ 1 NK k 2. BOUNDARY AND N5TING CONDITIONS INFORMATION WA5 TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG
+ �V r ! j r LAND SURVEY COMPANY. 2
+ f 5TREAM f1 m o Q Ij
! JI �' 1 f 3. TOPOGRAPHIC INFORMATION FOR THE 517E WA5 TAKEN FROM A DIGITAL FILE PROVIDED?BY ELING75URG LAND
ORIGIN` 1 � it { '
POINT r r j--j r 5URVEY COMPANY.
4. NO FEMA MAPPED FLOOD PLAINS EXIST ON TH15 517E PER FEMA MAP NUMBER 3720075700J DATED MAY 2, Q
� f1
RETAINING ~ `� 5. THE 51TE HA5 BEEN REVIEWED FOR WETLANDS, NELISE RIVER 5UFFER5 AND CREEK5 BY 501L* ENVIRONMENTAL
+ _�� _ , FO 'r WALL#I J r j': ;�1 CONSULTANTS, INC. THE BUFF> R1 D STi�AM 15 5A5ED ON TOP OF BANY.SURV>1 ShiOTS SY FLiNGBURG LAND 1z
SURVEY COMPANY.
5'x5' k�. W 3 z y ' 1r J '� j 1_ 1 G. CONTRACTOR 5HALL HAVE NORTH CAROLINA 81 1. INC, LOCATE ALL EXISTING UTILITIE5 PRIOR TO 5EGINNING z
RIP- P �� 3 LLJ
r !r J ! ! -:;.1 CON5TRUCTION.
1-PAD r-+�� �(I 7. ALL STORM DRAINAGE INFORMATION 15 SHOWN FOR INFORMATION ONLY. FINAL STORM DRAINAGE DESIGN
IiS� TW=35q{O r ! [: :;.f 1 z��6 0 r !r �,`_;,.J� INCLUDING 5TORMWATER CONTROL5 SHALL BE PROVIDED WITH THE 5PR SUBMITTAL. O
i °n # fie' r �i I 5 PERMITTING THRaGr1 Ti1E rJCDWR[PERMT�ODWR#20-0357]�NEU5! RIVER BUFFER HAS BEEN APPROVED SYn
NOW OR FORMERLY DUPLEX Y 3a� m �r 1 ti. ' m'r Z 'r + ?; I1 1- r 9. CONDITIONS OF APPROVAL UNDER NCDWR PERMIT NUMBi R DWR#20-0357 INCLUDE APPROVAL OF A LU '�
BRECKENRIDGE A550CIATION OF RAL INC BUILDING � I � r � � LL + ! 1 ' `� � 1 � 5TORMWATER MANAGEMENT PLAN FOR LOT 2 AND PAYMENT OF COMFEN5ATORY MITIGATION FOP,THE NELISE Q
PIN: 0787-44-048I �.. 'UTILITY `, j t f _ J 'r j. :,� RIVER BUFFER IMPACTS. x
10, THE 5TORMWATER CONTROL PLAN FOR LOT 2 5HALL USE A BIO-RETENTION DEVICE TO MEET THE CONOIT1ON5 OF - 1
ZONED: R-4 � r I r f '�j j APPROVAL UNDER NCDWR PERMIT NUMBER DWR#20-0357.
ti j �• r r
USE: HOA 5 ❑ "� ' ` : ; I r r I 1_
!i
BUILDING 5ETBACK
I �! �.L
�
INV,=349,5 ttm ] COi r '`'`r1 l STORM DRAINAGE TABLE
LU
352 '
� Ex. Jr' � ;`J!ig r INTENSITY INLET DA TOTAL DR. LU
5UDDIV1510N 3� > �� r ' 9 ```!� 1 ` �r INLET# (In/hr) (ac) AREA(ac) C Q10(Cfs) PIPE(in) SLOPEoz
LINE( F•] m a I 1 ' m ' Ex. Fti j --_ Ex. CS 7.0 6.00 6.00 0.60 25.2 30 1.0 W
356 m F9 o F)C. Mfi �� JI j i �$#1 �.a --- 6.�0 0.60 �5.2 �0 1.a Cz
, . °ll
' j YI#2 7.0 0.20 6.20 0.60 26.0 30 7.5 W o a L° 1 . ..
CzQz
`
i�
PROPERTY �o Q MAXIMUM IMPERVIOUS WITHOUT DEVICE OR STUDY PER UDO 5ECTION 5.2.2.A.4.b 4 c.
LINE nIYP.] F , ❑ Z
� EXISTING 5 LOT I IMPERVIOU5 LIMIT: (6,903.G 5F x G5%)-0 5F IMPERVIOU5 IN R/W= 4,487.3 5F
nl rry [p r 1 ' l 1
YI#2 - - - � ,'` n111 11 SIDEWALK LOT 2 IMPERVIOUS LIMIT: (32,224,0 5F x 65%)- 2,61 G 5F IMPERVIOUS IN P/W = 1 8,329.G 5F
TOP GRATE=3G0.0 Gb'-301.RCP 20'PR1V. r'JB#1 �`' i {TYPICAL] r --- -�- _ y
INV. IN=355.9 0
I@ '�0�o DR. E '1 TOP=:3G2.2 '1 I `�` 1.NOT MPERVIOU5 LIMIT POP,EACH LOT TO BE RECORDED ON PLAT PRIOR TO BUILDING PERMITS,
INV, OUT=355.7 �., NV.SIN=35G 7 r 1 ' 1 + + I r 2. IMPERVIOUS IN RIW 15 G'SIDEWALK ALONG SITE FRONTAGE INCLUDING OFF-SITE SIDEWALK.
INV. OlJT=3 G.5 1'1 ' + + + + IMPERVIOUS IN M 15 43G FT x G FT = 2, G I G 5F. -
EX. MH
NEW STORM
DRAINAGEl X. CB l.1 j.. + t I CD
ALIGNMENT
1 f I
1r I t
11
1
til 1' '
•Ili 1 1 0
NOW OR FORMERLY
THORNHILL APARTMENT5 OWNER LLC
u
FIN: 0787-33-G7GO 111 �
GALE RAMI
ZONED: R-4 ; 1 ,f. r1 1 °=3a' PDC
U5E: GRDN API" � DATE
r1 ,
ocToeER t 4, 2020
REVISION
0 15 30 GO
PRELIMINARY PLAN5
NOT FOR CONSTRUCTION
GRAPh 1 C SCALE 5
1E
1764

1 1 . ALL MATERIAL5*CON5TRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS 4-5PECIFICATLON5 c
1 NOW OR FORMERLY r r (REFERENCE:CORPUD HANDBOOK, CURRENT EDITION), CL
2. UTILITY SEPARATION rREQUEREMENT5: IL
' PHILIP t TYLER LIND5i Y I a.A DISTANCE OF I00' SHALL BE MAINTAINED BETWEEN SANITARY SEWER t ANY PRIVATE OR PUBLIC WATER 5UPPLY SOURCE SUCH AS AN 4
NOW OR FORMERLY f `� , PIN: 0787-44-7705 IMPOUNDED RESERVOIR, USED A5 A SOURCE OF DR1NKiNG WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS � (D
SALLY IER5TON I I SANITARY SEWER PIPE SMALL BE SPECIFIED t INSTALLED TO WATERLINE 5PECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION 5HALL
ZONED: R-4 . �, t NOT BE LE55 THAN 25'FROM A PRIVATE WELL OR 50'FROM A PUBLIC WELL.
hARB�R�UGrI � RYAN � ANGELA TRICKER � t -
PIN: 0787-44--5744 I I USr=: 5F
PIN: 0787-44-471 1 I + b.WHEN INSTALLING WATER rOR SEWER MAINS, 711E HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 19, IF TH15 SEPARATION 4-0
COURT ZONED: R-4 +` I
f ZONED: R-4 � � .�1.1I �! .� , CANNOT BE MAINTAINED DUE TO F_.1CI5TING CONDITIONS, THE VARIATION ALLOWED 15 THE WATER MAIN IN A 51PAfzA71= TRENCH WITH THE C
U5E: 5F U5E: 5F Ex. SD , , n I N
M,H � 1 1 I,:,�I, � � 1 ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP DF THE 51=W✓=R�MUST&E APPROVED BY THE PUBLIC L]TILi7lE5 DIi�C7OR.
SEX 1ST I N G} f ` ` - ] 1 ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUT5IDE DIAMETER. w
G.WHERE IT 15 IMP055113LE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PA55E5 OVER A WATERMAIN, DIP MATERIALS, 06 0)
W Q�
OR STEEL ENCASEMENT EXTENDED l O'ON EACH 510E OF CROSSING MUST BE SPECIFIED�INSTALLED TO WATERLINE SPECIFICATIONS.
11 / - / -� ,, +- - c1.5.0' MINIMUM HORIZONTAL SEPARATION 15 REQUIRED BETWEEN ALL SANITARY SEWER*STORM 5EWER FACILITIES, UNLE55 DIP MATERIAL Z
ti C
/ f 11:l 1 1 �' - , 1 15 SPECIFIED FOP,SANITARY SEWER.
e.MAINTALN 15" MIN. VERTICAL SEPARATION AT ALL WATERMAN *- RCP STORM DRAIN CRO551NG5; MAINTAIN 24" MIN. VERTICAL
f Ex, MH {{ d�G� �.� I /� 1 , 5EPARATION AT ALL SANITARY SEWER d RCP STORM DRAIN CR0551NG5. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
, SPECIFY DIP MATERIALS 4 A CONCRETE CRADLE HAVING 5" MIN. CLEARANCE {PER CORPUD DETAILS W-41 +E S-49J. O
, }i'I . f, ALL OTHER UNDERGROUND UTILITIE5 SHALL GRO55 WATER t SEWER FACILITIE5 WITH 18" MIN. VERTICAL SEPARATION REQUIRED. 0 Z
�- 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW t APPROVAL OF AN AMENDED PLANIOR PROFILE BY THE CITY DF RALEIGH PUBLIC �"'
UTILITIES DEPARTMENT PRROKTO CONSTRUCTION. w
j `� 5�j• 1 yl� � 1 r 4. CONTRACTOR SHALL MAINTAIN CONTINUOU5 WATER 5EWEKSERVICE TO EXISTING RE51DENCE5$DU5INE55E5 THROUGHOUT CONSTRUCTION OF
+ 1 f �• I� '+ I� i PROJECT. ANY NECESSARY SERVICE INTERRUP71ON5 5HALL 13E PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC 1►7
+ + + + -f 9 •. 1 1 / 1 UTILITIES DEPARTMENT. C
+ + + + + B i I I I . , ,� y 5. 3.0 MINIMUM COVER 15 REQUIRED ON ALL WATER MAIN5 t SEWER FORCE MAINS. 4.d MINIMUM COVER 15 REQUIRED ON ALL REUSE MAINS. Q
f s �,. �� + 1 j �:,'.� , 1 , - G. IT 15 THE DEVELOPERS RE5PDN5I131LITY TO ABANDON OR REMOVE EXISTING WATER SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A
.4- �- -F•2-Q �' J �1P..- + + + + + -I•• +,�. -T- t� +I I WV 5ITE UNLE55 DIRECTED BY THE CITY OF RALEIGH PUBLC UTILITIE5 DEPARTMENT. THI5 INCLUDE5 ABANDONING TAP AT MAIN 4 REMOVAL OF SERVICE
• �� Lf` I �I + , , 1 .y FROM POW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
1 EX. MH t } + -ice "# T 'I ¢ �- 1 I + + + r � I I r ' , 7. LN5TALL N4"COPPER WATER5EKVICE5 WITH METER5 AT THE STREET R/W. NOTE:IT 15 THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE THE C
+-+� + 4 + +FLO()E 5Of�-+ + fir+ +e+ + 1 t I�+ r ` r �,'.:1 ,, , y WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW�PRE55URE. �
/ + + + + + + + (TYPICAL)!- + +•44 •+ +-" I- 111 J 4 r 1': 1 , , - S. INSTALL 4"FVC SEWER 5EIRVICE FAT 1.0%MINIMUM GRADE AT THE 5TREET WW.
/ + + f- { + ! f f F + + t F + i f + �+ r + 9. PRE55UIZE REDUCING VALVES ARE REQUIRED ON ALL WATER5EFVICE5 ExCEEDING 80 P51; BACKWATER VALVES ARE R QUIRED ON ALL SANITARY C
+ + TOP O+F T + I_ .L�`'+ y'* + + Fcf fH f I f 1 , y 10. AL ENVIRONMENSEWER SERVICES TALVING TO T PROJECT MUSING DRAINS LOWER THAN I CY T BE.Of3TAiN) a FROMVE THE NEXT FEMA FOR ANY RIPARIAN 13UFFEiR •�
/ TANK s� !!I I e C
+ + + -r + + + + + 4 + + 1 � + r f 1 � WETLAND 4/OR FLOODPLAIN IMPACTS(RE51`ECTIVELY)PRIOR TO CONSTRUCTION. W
/ + + } E ! + + + + f, t j I I J 1 1. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR.ANY UTILITY WORK(INCLUDING MAIN EXTENSIONS VOR SERVICE TAPS)WITHIN 5TATE RDW _
! r r 1':: 1 , .
+ + + + + PRIOR TO CONSTRUCTION. •'
f _L + 1f + + + + + f F,1 + r .r � I j CB � j; :�� �. 12. GREASE INTERCEPTOR/OfL WATER SEPARATOR SIZING CALCULATIONS 4 INSTALLATION 5PECIFICATION5 SHALL SE APPROVED BY THE CORPUD FOG
1- + + + f -I- 1 Z d j PROGRAM COORDINATOR PRIOR TO 155UANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT(919)99G-2334 OR
NOW OR FORMIRLY 1 EX 1 ;.`<.
+ + + +•-r �F f" { +� -I F 1 CB , NOW OR FORMERLY r [e-mail] FOR MORE INFDRMA7kON.
I , �':.-; 13, CRO55-CONNEC-PON CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE QF HEALTH HAZARD INVOLVED A5 L15TED IN APPENDIX
JU5TIN BLAIR BROWN -B pF
+ + I- I- - :: + - JI +j r HILBURN TOWNHOME A550C INV
+ PIN: 0787-44-4G i I { + ". I, t .� / r 3 I I . 1.. THE RULES GOVERNING PUBLIC WATER 5Y5T1 M5 IN NORTH CAROLINA. THESE GUIpEUNE5 ARE THE Iv1iNIMUM 12EQUEREMI Nr5.THE DEVICES SHALL
ZONED: R-4 I o } PIN d787f4`}-8484 / MEET AMERICAN 50CIETY Of SANITARY ENGINEERING(A55E)5TANDARD5 OR BE ON THE UNIVERSITY OF 5OUTHER.N CAUFORAi1A APPROVAL LIST. 1 N.SALEM SF.
+ ,r + F + + + 1 + I I I + rr w ZONED: R-1 0 THE DEVICES SHALL BE INSTALLED AND TESTED(BOTH INITIAL AND PERIODIC TESTING THEREAFTEIR)IN ACCORDANCE WITH THE MANUFACTUREK5 SUITE 001
U5E: 5F + + + +)4 + + -I` + , j USE; HOA . 1 RECOMMENDATIONS ORTHE LOCAL CRO55-CONNECTION CONTROL PROGRAM,WHICHEVER 15 MORE 5TKNGENT. CONTACT JOANIE HARTLEYAT(919 PO BOX 1 1 + + +` + �`I- + + D,COI,S 5 r �S I f , / 99G-5923 OR JOANIf=[e-mail] FOR MORE INFORMATION.
+ -w + +� + EA5EMEN7 Ir j V f E N N A 4 , APE?(,NC 275012
+,+ + + f +r CRE5T DRIVE o �: 9,�-3s�-�s�4
•,r, r Registratlon: Rfl151
+ -I-=' 3°. 2Q` ' j ,+ EX ST I N G} • , NOTES, www.loneKnosm.com
r ZONE I ZONE 2 ? ! . I
I. ALL MATERIALS AND METHODS OF CON5TRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
+ + + 0' NEUSE 1 ' . , `,■11696TA f:F
AND SPECIFICATIONS. .■
+ / r 1 ■ ;,f
� VE DUFFER Ir j +r ,. 1'- I 1 1 , . 2. BOUNDARY AND 1 7CISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PRDViDI D SY ELINGBURG `,,ti``r� -�' �
- + ~L- + +--[ + r ..... 1 LAND SURVEY COMPANY. :
,
+ + =.� . I J�� 1 I f ' r r / , , 3. TOPOGRAPHIC INFORMATION FOR THE 5ITE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND
SURVEY COMPANY. :w -
r ,-'+ 4. NO FEMA MAPPED FLOOD PLAIN5 EXIST ON T11I5 SITE PER FEMA MAP NUMBER 372007870OJ DATED MAY 2, SEA
j f
r k + + + + �� r � �f r j i �� � � � 5. THE 51TE HAS SEEN REVIEWED FOR WETLAND5, NEU5E 1RJVER BUFFERS AND CREEKS BY 501L* ENVIRONMENTAL
+ + + + + J r �f I ' CON5ULTANT5, INC. THE SUFFERED STREAM 15 5A5ED ON TOP OF DANK 5URVEY SHOTS 13Y ELINGPUKG LAND ! '
+ 1 + -I f r r / J SURVEY COMPANY.
r
r j I I 1 9. CONTRACTOR SHALL HAVE NORTH CAROUNA 81 1, INC. LOCATE ALL EX15TING UTILI T IE5 PRIOR TO BEGINNING �C^ 'µ --'" �5tis•`
r f + + + / I BID-RETENTION =� Cl
+ + / I r AREA#1 ' ;1l CONSTRUCTION. " -
+ + 1 I I j 1'- 7. WATER 5ERVICE CONNECTION5 TO THE EX15TING 1 2 DI WATER.MAIN IN HILBURN DRIVE SHALL 13E BY OPEN CUT. a�
+ + I (5A=300 5F) f f r ,` CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIW WITH CORPUD AND RIGHT-OF-WAY SERVICES. I
5. THI5 DEVELOPMENT SHALL RECORD A I O'COR SANITARY SEWER EASEMENT ALONG THE EX15TING 8"SANITARY Q
t + STREAM / I j r jJ: y J+7 1 SEWER MAIN ALONG THE HILBURN DRIVE FRONTAGE,
Ij
POINT 1r Ir J r aC
' s .1. !■V R. �OR SAN.
5} RIEA5EMENT r 1� J f ❑
.1 I � U r 0
5'l]TI TY f r I ❑ r
PLAC ENT JtoI r
E EN
NOW OR FORMERLY �L =
I
z
BRECKENRIDGE ASSOCIATION OF RAL INC
PIN: 0757-44-0451
ZONED: R-4
PAVEMEN
USE: HOA OPEN
'.: ,.: r + T
3r4 W TQI I , CUT FOUR WATER -
BUILDING SETBACK I LOT 2 5V �1.;' =` �� 5ERVICE5 (TYPI.) j
{TYPICAL)
f 1
f Ex. I -� � f
r wv jI '�
w
J j
SUBDIVISION ,f r I li l ❑ cz
LINE{TYP.} 4 SEWER` ' EX. FH -- LL-1 J
j w CLEANDUT 1 �I I �r 1 11 1 --
u-..l �
t LOT I 1
f ,1 c
PROPERTY 1 l rr 1 ,IJ
LINE fn.) �' ����?' �---
I � �.:�t--,r I l.; EXISTING 5' _Z
!'r JJ SIDEWALK
' `7J (TYP I CALFRIV ❑- -
20�P ; 1 '
cz
Ex.
NEW 5TORM
DRAINAGE CB ALIGNMENT I
�h
+
J.
I
til��1 r 0
NOW OR FORMERLY
ATTENTION CONTRACTORS THORNHILL APARTMENTS OWNER LLCX.wv L
PIN: 0787-33-G7G9i� cn�E Pgwr1
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTEN510N OF ZONED: R-4 /�. ���FH 1 11=301 PDC
THE WATER AND SEWER, AS APPROVED IN THESE PLAN5, 15 RESPONSIBLE USE: GRDN APT .�
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 99G-2409, AND I' / ' DATE
THE PUBLIC UTILITIE5 DEPARTMENT AT 99G-4540, AT LEAST TWENTY I ' 1� ' OCTQDER 14, 2020
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
REV151DN
FAILURE TO NOTIFY BOTH CITY DEPARTMFNT5 IN ADVANCE OF BEGINNING 02/09/2I NCDWK COMMENTS
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINE5 AND
REQUIRE REINSTALLATION 01= ANY WATER OR SEWER FACILITIE5 NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
Q 15 30 60
FAILURE TO CALL FOR INSPECTION, I N5TALL A DOWNSTREAM PLUG, HAVE PRELIMINARY PLAN 5
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINI= AND F05SIBLE EXCLU51ON NOT FOR CON5TRUCTION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
GRAPHIC SCALE �
1764

SEEDING SCHEDULE J
g flY (REVISED, 1-1-86) J •(0
Shoulders. Side ditches, Slooes(Max. 3:1 a'"
w w� R I F DATE TYPE PLANTING RATS
ov
ri © t F Aug. 15 - Nov. 1 Tall Fescue 300 lbs. / acre
a s Z �.
w fl p !h m T_ Nov. 1 - March 1 Tali Fescue and 300 lbs. / acre (5
im 9 § f m �° €GVS =�.zx s - Abruzzi Rye 25 lbs. / acre C
March 1 - Aril 15 Tall Fescue 300 Ibs. / acre
a 2 lei I-. �E = p
0 �' Lu April 15 - June 30 Hulled Common Bermudagrass 25 lbs. / acre E
s " b oa a m g 5 U Jul 1 - Aug. 1 Tall Fescue and 120 Ibs, / acre w ❑
] b •� om W e � � g R y and Browntop Millet 35 ibs. / acre W
€ 4 T r 4 { LL ova N j Q r z
ss ,� u � n d •u :_ / - or Sorghum - Sudan Hybrids 30 lbs. / acre Z C
Lu
$T SLOPES (3:1 to 2:11 `� C
A x 0 z ❑
U
9 r $ March 1 'June 1 Sericea Lespedexa (scarified) 50 Ibs.hl acre
' r• a ❑ _ N o and
p' r ¢ Z [March 1 April 15} Add Tall Fescue
120 Ibs, acre w
L g�g a �" iz L : gQ March 1 - June 30 Or Add Weeping Love gross 1❑ Ibs. acre
o w R I ❑ R� T s III - (March i - June 30) Or Add Hulled Common Bermudagrass 25 Ibs, / acre
lH
a a I e ,o June 1Sept. 1Tall Fescue and
120 Ibs. / acre ❑
N Browntop Millet 35 ibs. / acre U
9' rs _ a z s or Sorghum - Sudan Hybrids 30 Ibs. / oars --
3 _ _ •^ d A l $ � o� e aI Sept. i - March 1 Sericea Lespedez❑ (unhulled - unscarified) 70 Ibs. / acre Q�
I,! ggI y � • , r� and Tall Fescue 120 Ibs. / acre C
• Igr8r Nov. 1 - March 1 Add Abruzzi Rye 25 Ibs. / acre •C
s rera qa$ C"CFRALEZH
LU CITY OF RALEiGR =F CITY OF RALE113N CITYOF RALEIGH 4'1d' JI FL6LI:xcwxs DERAgA" C
o rlrroF Wt[EIGR PLBtf"FA7KS%TARUfTN1 PUBUC IN]RNSrIEPARrA1E7r PUBLIC MOM bE ARTWNr Consult Conservation Engineer or Sall Conservation Service for additional
L� (� CILV.0 Y/L1T-c L�FANL1EHr
,TEv61w6 tyre rfn AmrP REIA3Rf war Imvm� Puriir•r+.tlP Lppf RENSICYNS PAri-•aza�+� oBexnYlsR REvli+]45 dr nPr Wfr4T
9 Information concerning other alternatives for vegetation of denuded areas. The •�
r ar REY6.CYJS Girt Avu wlrosP•I Fi � �•
STANDARD TEMPORARY ETARON07 CATp1EASW her STANDARD SILT S� 3 i e EA
axv CONSTRUCTION LU
C
TANOARDT(SEDiMENTr MPOAEE YARBIIA,ETPRaTECTIOH F FENCEDIJ7LET �� CONCRETEWASk01JT ENTRANCE above vegetation rates are those which d❑ Well under loyal conditions; other -
PRflTECT10N FENCE SW-20-0g
sW-Z0.15 seeding rate combinations are possible.
sw•an.oz SW-20.24 SW-20•25
Reseed according to optimum season for desired perminate vegetation. Do U
not allow temporary cover to grow over 12" in height before mowing, otherwise
fescue may be shaded out,
1
i 221 N.SALEM ST.
I SUITE W
PO BOX 109
€d Op TYPE A PVC Tp O.I.PIPE ADAPTER- JAPEx,NC 21502
",;4n
. i TO BE USED ON STREETS WHERE FINAL GRATE PER CITY STANDARDS USE TCRNCO COUPLING
_ °R q DRIVEWAY GRADES A 11Y DEEPQUTSHALl9EIAADE LIFT VF ASPHALT HAS BEEN INSTALLED USE STD-SW-10 00 OR SPAD.OH 44,40I'OR APPROVED.14 ❑ ^�� �1� �-1 1��
o R PERPENGiC11LAR To BACK OF GURS EQUAL To SEAL
AND THEN PARALLEL WITH 13UT7ER LINE
Eli rgg a Registration: P-0151
Ls° B, AT r x��9 . E%i5TINri
4 n 1 ¢ OR 1rF PLAe i£R
�Q PRQAOBED ORNE WAT SIDEWALK
I c7S•A � I FF^r.o- y 45G PVC SADDLE www.jonesmosm.com
G� f EXF3ANAMN MINT k „Y �� �� PAVEMENT EVTFER LINE A��
� PORrIOH TO�RFNtlVEO AND REPLACED ���OA'N Y _
,.rr 8 ' PORiiCHm WITHIN THREE M WORKING OAM
1 5l•' /1 •ZOB 6E 412 I 0 1
1H���W ❑u'U'lI. F � p � � � � '� � 1 � 1% r'MINIMURt GVERC PEEP, � i�J `fl NT��`}
o i 1roINIMIpAUCTor
M p;R &65L $� IF MTOP Or CURB :± r M �� ��•f•{��V' -\ J
5TAINLE55 r94�SV
,.R 111E 1 -•S. CLAMPS _ I 1 _
•.3.. � y�rL .per x a.E o S. s' J STEEL .
o a S 6 tlUTTER LiIJE -. - r 1 y
AND SENSITIVE AREA RESIDENTIAL MEET • • -.- . • • 5 I
1.B'FOR SE NElTrUE RREAMENVE ''II •-• • • - •• I V I
STEP�N� 1/7'SEEP� IgpI PSI CoNGYErE L •• • -• • •.- • • • •• -• � � � �
A CURB&GUTTER,SIDEWALK SECTION _
F� e�'�-I A` +
3.5'RADIUS BACICLTlL UNDER PVC SADDLE. Y
ADAPTOR,AND CAST IRON BEND y�
Ai'-KBREAK W1THR67 STONE AS 5HOW I ON
STEP TWO N07E3 �' [l
I.FOR Ze RCP A LAROER U9E 'ffsr
VARIABLE B- r S PIPE 0NMMR PUNS TV FOR - ,.-.
? o ¢a $�, 7MEMT WIDTH SHOULDER .JP MIHBAt/N WeIUE ORILHrrvH. 11••11`I 1}7
EXPANSION ` j a / ' •56"� FULL GEPY"CUT SHALL BE MADE IF r tr'PIPE,x X W ✓,
JOIN R jj f B Z.
7Y%27'CAa7INO WTH I x',
R FT. .p�ByL PERPENUCULAIL TO BACK OF CURE CASTING USED W1TR iC PIPE
aR 4.AAOda1.F PLACED W rfHM Z
PIPE R✓awN �q. ❑
r I Y o g g p r PUBLICPMCASTING
MUBTBE � a5° 45v
R,y L 6_ 9 } •B33%' r NCDOTGBEARADS. PER
C S !+S` S�Zq% a arSic A.ON r'X 4'X r-OR Ir X r-X 1 r' Q
r'rs'7
oL
F &&& s¢I.I¢coNcRETe Btocx,rawT u
Y Y 19 PLACE OR PRECAST CONCRETE TO
MEET ry.0,00T.STARDAMS
B.SHOULDER SECTION TYPE B AcC ABLE.
TO SE USED ON STREETS WHERE FRAL PIPE 5PRINGUNE
0' gP$,H B x: +a ON ETANDARR1 WrIVLta LEE NOTE
IW"PANS-ON JOINT O x _ p LIFT OF ASPHALT HAB�-BEEN IryS7AAlE17 L
yy� �gq F�F
SLOPE 1M••1'MAX) � C� � ���e R A•
r S SHAFT f Ctr? N l'^a 7
SHFET74F2 NG�• GUTTER LINE
CITYOF RALEIQH IF THE SLOPE EhETWEEN THE TOP OF CURE AND GUTTER CITY aF RIFAr T N "'o)
GT7Y OF RALFIGN CITY OFPALSCH NOTES r r�-� FII♦?t rC Ilrfara LSPARrfENI
I AND A POINT SD FEET FROM 7kE CURS OVi7ER CITY❑F WILe-1GH
Ir 2'-� 8.5' d' WmL7C Mtlyra LCFARraEM1 PL'BLICI BD��w EXCIEEUS 20%,TWS SLOPE SHALL BE ADJUSTED TO PrW CV fai5MPARr,�Nr PrA3cr wLRrCS LEPAR fAENr !L''I'rslxs +r liar*o P.a<f
I C11Re Ono 01lTTLI aEGDOH 9HAL 8E RFFIWE9 R/A9COROANCe WFrH nRN=VAA'�ANirrrN
MMiMUM OF S-33%(y'IF'T)UP OR 4.17%OZ FT 1 APPRo e3THE0".. SADDLE INSTALLATION UMIT5 CIT'r OF RALEIGil u
Rpw6nNf W�rFO AERSM f+r m Iuri.x[ AFVS Lfrtmf wrj.] STANAAM
n1`I'EJ,FG yIrl.Lvlr •Tr1PsrAIA s DOWN. DROP INLET
1 i-F PERPFND=.•R CUT If Less THAN r rnam NEXT JOIKT,TLku vI EAR,HAEL CUi JHALL STAWAPO METHOD DT REMOVnlr3
*USE INKEELEN IRIRAMP LSUSEDIH CO DEPARIMEN7 OF PUBLIC UTIITIES 'U
OF A WHEELCHAIR RAMP TGRCCOMMIXIATE SIDEWALK
DETAIL
3 IOEWALAY AHD 9R1V£WAY GRAPES •G *o WHAT JdNF. EXISTING C17RB DORA W7{LEYfAY
171 MkVJMUM SLOPE"ACOMPLW4Tl, SIDEWAIIf DETAIL E SIpEWALN DETAIL RPRPY INSipJLF,IIpAfJ SW-7 0.43
I.rrlaaernnv lr NOT uLoweuw Hcwnw�nA•AncaNsrRucnw LATERAL SADDLE NSTALLATIC3N Q
SUCH AIR IN R W L•aE SAC. X�;E
T-10.01.1 T 10.01.2 T 10.04 T-10.24
DETAIL FOP,PVC PIPE
DWG.NO. R_IV151ON5 DATE kffVI51ON5 DATE W
P.�M 3-3fl-0D `
J
PVC TO A_I,PIPE UPUNG'.1Z-
U5E'PETtNCa COUPLNG
NEW CONC,TO BE 3DGO P5t SAW CUT ANO REMOVE 445ALfl l'OR APPROVED
EQUAL TO SEAL. 1�
EXISTING CONC. IXISTING PAVEMFNT NEW CONC,TO 13E 3000 P51 SAW CUT AND REMCVE SEEDBED PREPARATION ❑ �
I'0' IXI5TING CONC. E#ISTING PAVEMENT
NEW A5PTIALT G-LIRFAC•�COUR52 454P11C SADDLE •-O
•U - yj,_.•' •I '•h J<':L..•'+l.�r»�. •a'.Pr..�ti 'S'.pbN _ •_fir;''; ',r4•+'r ".k: IXST NG PAVEMENT 8'MINI MUM ECI5TING PAVEMENT TYP,
. .Y' M NEW PSPHALT SURFACE Ct]uR5f` W
, r v r e it r.• inches des over ad e s soil
I.:•rl-i-i ..wi.•.i. �.r•.71r�.a•.xr PICR17�vh :•!i.' !' ] .T ti� •• a.�.^-'..,a.A 2'MNIMUM p
R►:K SrF�'t a.? .A•• r,:r:•,•}.,Arm��}.L:.�r.: x+.• .L" r+.s+•:'1': &.:•..•. .ar..� •.rt!1 •! !t EXISTING PAVEAAENT EXISTING PAVEMENT �.} t,h 4S@ Compacted areas and spread t4p501 .�J In h
.y'+.� 42 '11.h•p,Yl4kTT: i4r.TY, "' rAx t•;e r e :r i'.r• 'r-. r!.r•.+ conditions, If available.
is�4��'��'r"�+ i4�-'a•�r:.a•a.,l.s. ...• ..:• ..'a.r�:,+'
2 BORE I I!9"PIA., I'-a' e• K�: .�• :F•;• .�•.: w: ;' •�„•`•.. „- yy
'1 -4i�;y"Af�. i�ili � iAiY.�;4.,i r *;yATy L•7:iA ! Aim 'Ai*•'
ON CENTER ALONG CUT EXISTING���pE ,.N�' I'-p, 2• ! . !$"DIA., 1'-0' II
t 7 ,•_•,, DN NTERALDNGcuT ET05T{FIG • 2.) Rip the entire area to 6 inches deep. LI_1 J
9'COMPACTED 1,_ C;• DOWEL WIN4l3 ,:r'•.+;'s. _ •-,h•' I'•d'
STAINLESS G'COMPACTED R DOWEL W!#4 BAR SUBGRAI7E
NO,G7 STONE 1•_ O' `=,1<.`�•;
_ f;•e;• eXFMSIDN JOINT UNDIS7URSE0�JLL STEEL NO•G7 STONE •�i P JOINT TJ.} f�iemaVe all loose rock, roots, and Other obstructions leaving surface -
•"~�••••'• MAT�r IAL,MASTIC FILL CLAMPS p[AN50N OIN UNDISIIJRBED SOIL
BACKFILL,rAMPED COMPACTED � ;•;' reasonably smooth and uniform.
IN W LIFTS SEALANT,AND DOWEL IN 5"LIFT5 '• BACKFILL,TAMPED COMPACTED FILL •:,k-%M1 ADHESIVE AS REQUIRED MATEPJAL,MASTIC •:•• � y
•r •-?:• IN G'UPT5 •i SEALANT,AND DOWEL IN G"UrlS •r'Ts• !"^
•?••`' BY NCDOT STANDARD SPECS. v " ❑ I",aHeS,vEASI ouIR>D ;•. 4,) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with
-.�•, SPECS. ? •', BY NCDOT STANDARD SP-05.
PIPE PIPE •• \y \• BACKFILLUNDERPVTSADDLE, RPE Sall. (See beIDW}
ADAPTOR,AND CAST IRON BEND SPECS. [�
UNDISTURBED 50IL
. REFER TO 5-4 WITMK7 STONE AS SHOWN ON PIPE UNDISTURBED SOIL �� *��
E5-5 54 �EFERTas-a 5.) Continue tillage until ❑ Well--pulveri2ed, firm, reasonably uniform seedbed is -
5EE 5 t t 5-5 NOTES: t 5-5 prepared 4 to 6 inches deep.
1.IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATChI REQUIREMENT5 SHALL See 5-4 a 5.5 NOTES;
TAKE PRECEDENCE. 1.IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REWREMENTS SHAM ❑
NOTES; 2,THE PAVEMENT CUT SHALL BE DEFINED BY A5TRAIGHT EDGE AND CUT WITH AN APPPOMATE 6.) Seed an freshly prepared seedbed and Cover seed lightly with seeding
I.`Ice City d RahSgh standards For trenches and pipe beMma{ 5AWCUT MACHINE. TARS PRECEDENCE, Q
5-4 4 5-5)far addihmal details, 3.'rME TRENCH SUBGRACE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND IJO ea 2.THC PAVEMENT CUT SrH4lL BE DEFINED 13Y A S7RAIGnS EDGE AND CUT WITH AN APPROPRlA7E equipment or Gu I tipack after seeding.
2.Pavement cojts aver 5'47 In YAdth shall be reiafmced to COMPACTED TO A DENSITY OF AT LEAST 95%OF THAT OBTAINED BY COMPACTING A 5Af1"OF I See City of Rakagh standard=Far trenches and plpc hcdding I 3.THE T TRENCH
Wall
N.C,O.O.T,5Faawlards. THE MATERNAL IN ACCORDANCE WITH WHTO T-99 A5 MODIFIED BY iJCDOT, -ch. 4� PIPE RDWN 45❑ yp 5-4 E eme Far add=5'details. 3.THE TRENCH A DEN51T MATERIAL LEAST
95 B):FTMATILLEp INED SUITABLE P CTING AL AND
3.Fa�renant cute Mall be made MAFR an Rpprcpnate saw cut 4,THE FINAL I'Or FILL SHALL CON515T OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO ,� N. .D.O.T.-tcvts andaver 5'-O'In width Shall he FanForCed to COMPACTED L I A ACCORDANCE
AT LEAST 95 0 T-EP9 A7 OBTAINED BY COMPACTING A SAMPLE OF 7. Mulch immediately after seeding and anchor mulch.
mcbme, 100%OF THAT OBTAINED BY COMPACTING A 5AMPLE OF THE MATMAL IN ACCORDANCE WITH N,C,p.Q,T,standards. THE MATERIAL IN AGC4RpAHCE WITH AA5H70 MA AS MODIFIED CT O TOT,
4.Pavement cuts wtrlm NCDOT Row shall conform to tha approved AA5HT0 T-30 AS MODIFIED BY NCDOT.
3.Pavemalt o�ta shall b�rlAada IYALh an applTrpnate saw cut 4.THE FINAL I'OF PILL SHIN CON5L5T OF ABC MATERAL COMPACTED TO A Ol'.N51TY EQUAL 74
cri Site ancroachmard porn lt- 5.THE ENTIRE THICKNE55 AND VERTICAL EDGE OF CUT SHALL BE TACKED, machine. 100%AA31 OF THAT OBTAINED B1'COMPAGTTNG A5AMPLE OPTriE MATERIAL I ACCORDANCE WITH $,} inspect all seeded areas and make necessary repairs or reseedings within
G.THE SAME DEPTH OF PAVEMENT MATMAL WHICH EXISTS SHALL BE REINSTALLED,BUT IN NO On Pavane r c,Jts mt r NCDOT RDIN shop cnnlorm Ea the approved 5.THE TIRET-aQ AS MODIFIED D VERTICAL
onSAteancroaehmerltpermit. 5,THEENTIRE THICKNESS ANDVERTICALEL7GEDFCLIT SMALL 6E7ACKED. the planting season, if possible. If stand should be over 609 damaged,
CASE 5HALLThe A5PhW1T Be LE55 THAN 2"THICK. G.THE SAME DEPTH OF PAVEMENT MATERUAL WHICH ENUST5 SHALL BE REINSTALLED,BUT 174 NO reestablish fallowing original lime, fertilizer, and seeding rates,
7,THE ASPHALT PAVEMENT MATERIAL SriWi EE INSTALLED AND COMPACTED THOROUGHLY W1Th A PIPE 5MNGU14E CASE SHALL THE ASPHALT BE LESS THAN 2'THICK.
SMOOTH D1RlJM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH, 7.THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WrfH A
S.REFER TO CITY OFRALEICH STANDARDS FOR TRENCHES AND PIPE BEDDING(5-4 E5.5)FOR SMOOTH DRUM ROLLER TO ACH IEVE A SMOOTH LEVEL PATCH, 9.) Consult Conservatlon Inspector for maintenance treatment and fertilization
ADDITIONAL DETAILS.
9.ND HMO PATCHING ALLOWED. B.REFER CITY OF RALEIGH STANDARDS FOR.TRENCHES AND PIPE BE17pING 65-5 FOR
after permanent cover is established,
10.PAVEMENT CUT5 WITHIN MCDOT ROW SHALL CON`0W TO THE APPROVED ON 5rFF ADDITIONAL PATCHINAILS.G
p
9.NO HAND PAFCHLNG ALLOWED.
ENCROACHMENT PERMIT, ID.PAVEMENT CUTS WITHIN NCDOT Rr-W5HALLMINFORM TO THE APPROVED ON SITE A Agricultural Limestone - 2 tons acre 3 tons DCfe in clay BOAS
ENrvOACHMENT FIERMIT, Apply:y g I / Y )•
C;T'(OFP_ALUGH CITYCFRp.LE1GH Fertilizer - 1000 Ibs. / acre 10-10-10, Superphosphate - 500 Ibs. / acre -
DEPARTMENT OF FI)BLIC UTILITIES DE"ARTMENTOF PUBLIC UTILiT[E5 5AODLEIN5TAUA7ION LIMITS CITY OFRALEIGYI CITY Of RALEIGH CITY OF RALEIGH `20%, Mulch - 2 tarts / acre - small grain straw. Anchor - Asphalt Emulsion FU
STANDARD CONC�TE STANDARD ASPHALT DEPARTMNN;OP Fuauc unL17iES DEPARTMENT OF PUBLIC UTIUITFS pEPAZTnhE1JT'OF PVBLiC UTILITIES �
PAVEMENT PATCH DETAIL PAVEMENT FATCH DETAIL
LATERAL 5ADDLE IN5TALLATION 5TANDARD CONCRETE 5TANDARD A5PhiALT 0 300 gals. / acre.
DWG-NO, RTVI51ON5 DATE REVI'IC7S:5 PATE DWG-NO. REVISIONS DATE PLFV15iShIS DATE DETAIL FOR PVC PIPE PAVEMENT PATC11 DETAIL PAVEMENT PATCH DETAIL
p yy G_23_gg -191]4 D.W.C. I I-I.99 A.B.S. 4 19-04 [y,✓,r[•Np, REVISIONS DATE PtiPVI51ON5 DATE prJG-N RFVLSIDNS ➢ATE REV1510N5 DATE DWG.NO P.ElASIOFis DATE FFVi5ION5 COTE
5 3.1-87 W 6.23-Bg C. a I31]Q 1 A.P.S. O,8 IDO r
n - - -8-I ARt7 3-.3O-p;7 J.P O-�I D r
ra- I RRH 3-39-OC 5-2 J. . -5-3IT
CALF RAWiJ
Geogrid Ilnst`allatlon at Comers
- FITS FDIC
S'Min.Low PerrneaWe Sou cap Urge
PATE
QCT0i3ffR 14, 2020
App-lrn$14 .. __ReyBlone Urrt
Uniftor ' I Ur»I Drainapa PH I
ExraNatkn _ Ty �j. - {314'Crushed I REVI5IOPJ
', THaln�r:�d SoH} Ty Rack or SlnnaI
Rfta edp 1••1 Ira•
For dui eppiieal Ions,or m �$
directed by gooledhnlral Dnglnew A WhBn slle amdltfvns dld9tc or r
When sil8 cOrxlillDnR requlrR, $ Geoyrkl as dltecied by civil or goolochn"I
platy drainage 03MPoAife s IneaT,PIEce*Tap MOM 111 er
Mkari GIOON Tor equftivH) sfla wall proHla?Ol lerglh,. .� r9 Y
lnstallad ld 2+3 Iv�ll heightIrrCatlon,and atervalion. 1 TDr amid;;alnLvl.
grid 30%imyerne. � �},, •� Fn,lshad Grady
f 2' -
4•T'Ertorosd PVC DramW TO@-
(when Ma Candlliom Requira)
Sea MLO belaw. `--v,. -T.,•F'T
I� LOW f armeahle FIR _
,n,
a'Perforated PVC at
HOPE Drainage Tpa. Or cfVihDd COncrele
aLOW every 5(y D.C. Poundalidn SaN� aI volingtod Slane
ievalkyg Pad
J I
Node; Now:
AN dlract¢d by snglnaer wh@n Elie oorld111W1a regpke,wrap
drainage ilia hW 4157 Dr"7 waSlvad MonR Rnd Flay-nonwoven nR*r 90TL BEAR!?VT3 CAPACITY of
fabric and place with drainage compoeifs or Aggr9gels back drain 3,�PSF TJ3 ASSUMED
o-ysi Wn.