20090136 Ver 9_06_DunnCreekIV_Permit Drawings_Buffers_(2022-08-02)_20220808

PROJECT REFERENCE NO. SHEET NO.
DUNN CREEK GREENWAY PHASE N
O
DUNN CREEK GREENWAY
— � I MOULTONBORO AVE
1A'
9 I PHASE IV
<9' GREENWAY FROM THE WOODLANDS AT TRADITIONS EXISTING GREENWAY
2 _ �� ` SEGMENT TO FLAHERTY PARK WITH A SPUR TRAIL TO FLAHERTY FARMS
`�, i r � . i a „•�ti AND TO THE SOUTHERN TERMINUS OF DUNN CREEK
GREENWAY NEAR CALISTA DR. TOWN Of
WAKE FOREST
�4hip a ..o s
`w J r a•
BUFFER IMPACTS
FOR T PREPARED IN THE OFFICE OF:
OA NC LICENSE HF-0102
421 FAYETTEVILLE ST.,SUITE 600
Kimley )) Horn
RALEIGH,NORTH NA 27601
PHONE:[phone]
-2000
©2022
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VICINITY MAP F�PARKTY 1
NTS v^ \
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SURVEYS PROVIDED BY:
Q) MCKIM & CREED /\
SUE LEVEL "B" BY:
SITE 2 GRAPHIC SCALE
MCKIM & CREED \� DEL yyEBB 20 0 40
SITE 4 J��Q AT TRAO/TIONS I
GEOTECHNICAL INVESTIGATIONS BY: O
FALCON ENGINEERING,INC. ��GQv� PLANS
m � 1 20 0 40
PROFILE (HORIZONTAL)
00
2 0 4
SITE 3 '� a
� SITE S
z
w -A PROFILE (VERTICAL)
w PERMIT DRAWING �oJ
a SHEET I OF 4 — SITE PERMITTING APPROVAL
U
] 9L WATER AND SEWER PERMITS(IF APPLICABLE)
0
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER
Z�. SYSTEM AS SHOWN ON THIS PLAN.THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
CI SITE 1 HAOJECT NDBOOK.LCITY OFORM TO THE RALEI H PUBLIC AUTTIILTIES DEPARTMENT DS AND PENS OF THE S-XXXX CITY'S PUBLIC UTILITIES
\\
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER
p \\ SYSTEM AS SHOWN ON THIS PLAN.THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
\ PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
SUMMARY TABLE HANDBOOK.CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# W-XXXX
THE TRADITIONS
WOODLANDS
AT
m IMPACT BUFFER ZONE 1IMPACTS BUFFER ZONE 2IMPACTS
SITE NUMBER / CITY OF RALEIGH— PLANS AUTHORIZED FOR CONSTRUCTION
TYPE TEMPORARY(SF) PERMANENT(SF) TEMPORARY(SF) PERMANENT(SF) //
c ELECTRONIC APPROVAL:THIS APPROVAL IS BEING ISSUED ELECTRONICALLY.THIS APPROIVAL IS VALID
o 1 Greenway 0 3903 0 2172 / ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW.THE CITY WILL RETAIN A
2 Greenway O O O 671 COPY OF APPROVED PLANS.ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
O WITH THE PLANS KEPT ON FILE WITH THE CITY.THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
0 3 Greenway 0 25 0 716 ISSUED.ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
4 Greenway 0 4894 0 1528
M
0 5 Greenway 0 1327 0 1279 CITY OF RALEIGH DEVELOPMENT APPROVAL
o TOTAL 0 10149 0 6366 RALEIGH WATER REVIEW OFFICER
3
a
0
0
�i THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
Q OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT.THIS APPROVAL MAY
C5 NOT BE EDITED ONCE ISSUED.
Y
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
DOCUMENT NOT CONSIDERED FINAL PUSUC WORK$/ENGINEERING
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS,OMISSIONS,OR NON-COMPLIANCE UNLESS ALL SIGNATURES COMPLETED
WITH TOWN STANDARDS ANDI CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAN,
INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAN WITH THE
APPROPRIATE CORRECTIONS AND/OR REVISIONS. THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT.THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
N ALL PUBLIC FACILITIES,INCLUDING UTILITIES,SIDEWALKS,AND HANDICAP RAMPS
N ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWN STANDARDS. EXECUTION OF THIS CONSTRUCTION PLAN BY THE REVIEW ENGINEER FOR THE
O THESE FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE FOREST AND TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER
N OWNER DATE SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF WAKE AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL, PUNNING
FOREST. STATE,AND LOCAL STANDARDS AND/OR CONDITIONS.

PERMIT DRAWING
SHEET 2 OF 4
DETAIL 1 DETAIL 2 DETAIL 3 o DETAIL 4
SPECIAL BASE DITCH TOE PROTECTION TOE PROTECTION
(Not to Scale) (Not to Scale) FALSE SUMP (Not to Scale)
(Not to Scale)
Natural Natural g< C f •� �R
Ground NATURAL `l-'
O� 8 I
D Natural Shop —>.{2.0'I�— GROUND Q�'
d Ground b F�0 \�•1 20:1 I b
Geotextile g Min.D=1.5 Ft. �d GI d
(Banks Only) Max.d=4.0 Ft. d=1.0 Ft. S etc d=1.0 Ft. FILL
B=4.0 Ft. b=3.0 Ft. Geotextile b=3.0 Ft. SLOPE
Slopes 1.5:1 or flatter Proposed Ditch
Type of Liner= CL-I Rip-Rap Type of Liner= CL-B Rip-Rap S=Ditch Slope Type of Liner= PSRM
AT STA.12+90 -L- RT FROM STA.14+33 TO STA.15+55 -L- LT AT STA. 14+25 -L- LT FROM STA.13+05 TO STA. 13+80 -L- LT
FROM STA.10+50 TO STA. 11+11 -Y2- LT
FROM STA.11+23 TO STA. 11+75 -Y2- LT
DETAIL 5 DETAIL 6 DETAIL 7
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V'DITCH TOE PROTECTION
(Not to Scale) (Not to Scale) (Not to Scale)
o'�6t
I Fill
Natural 1 0� Fill Nr �,'�oe< Slope Natural
c D Ground 2 j F�o6t Slope Groun atual d ?j D Q�o� Ground b a\
a d ICI
4 d=2.0 F.
o b=3.0 Ft. Geotextile
o Min.D=0.5 Ft. Min.D=1.0 Ft.
Type of Liner= PSRM Max.d=1.0 Ft. Type of Liner= CL-I Rip-Rap
FROM STA. 10+50 TO STA.11+00 -L- LT FROM STA.10+60 TO STA.11+05 -Yl- LT
FROM STA. 21+22 TO STA.22+00 -L- LT FROM STA.22+00 TO STA.23+00 -L- LT FROM STA.11+20 TO STA.11+60 -Yl- LT
0
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DETAIL 8
BANK `OO ° °OO °OO
J�d'�5° � 8�o Sao SPECIAL OUTLET PROTECTION
C Q 0�0
o QQOog�o O gQoO 000 g (NOT TO SCALE)
° OCC�a o B
9 ,ynqp�0 TOP OF BANK v ,�2 7 CLASS
RIP RAP
PIPE OUTLET, STREAM
TOP OF BANK BANK
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° GEOTEXTILE BED PROFILE
PIPE GEOTEXTILE (BANKS ONLY) A
CI OUTLET CLASS II RIP RAP
81 BED PROFILE E CLASS II RIP RAP
0 0°00 CLASS II RIP RAP SU P PLEMENTK WITH IN SCLASS
TREAM BED
RAP
y WINGWALL O�gO° )0 Q O SECTION B-B SUPPLEMENT W/ TO FILL VOIDS
�o° `bpo° SPo° O�o0 CLASS I RIP RAP SECTION A-A
0�
0 TO FILL VOIDS
°
ALL DIMENSIONS ARE APPROXIMATE
O o BANK B BASIN CULVERT RIP RAP BASIN
PLAN VIEW NUMBER STATION SIZE A B C D E NOTE:
0 1 11+12 -Yl- 60" 1.5' 18' 1 0' 0.0' 10' USE CLASS II RIP RAP IN STREAM BED
AND SUPPLEMENT WITH CLASS I
TO FILL VOIDS AS NECESSARY
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421 ALEIGH NORTL CAROLINA 2760 CONSTRUCTION DETAILS PHASE 4
N xv.rvo.: xxvisiox: oar[: oxawry BY: cxxc RALEIGH,NORTH CAROLINA 27601
This document,together with the concepts and designs presented herein,as an Instrument of service,I5 PHONE:(919)6T7-2000
intended only for the specific purpose and client for which it was prepared.Reuse of and improper
N reliance on this document without written authorization and adoption by Klmley-Horn and Associates,Inc. ©2022 a xuua[w [er xunw[w
shall be without this,
to Klmley-Horn and Associates,Inc. '
Copyright Klmley-Horn and Associates.Inc.,2022 01 131 1060 CID

i %% PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 SHEET s of 4
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421FAVETORTHEAROLINA2760 PERMIT DRAWINGS PHASE 4
N REV.rvo.: Rxvlslox: oar[: oxawry eY: cxxc RALEIGH,NORTH CAROLINA 27601
\ This document,together with the concepts and designs presented herein,as an Instrument of service,I5 PHONE:(919)6,_2000
intended only for the specific purpose and client for which it was prepared.Reuse of and improper
N reliance on this document without written authorization and adoption by Klmley-Horn and Associates,Inc. ©2022 a xuus[w [er xuxw[R
OJ shaIlbe without liability to Klmley-Horn and Associates,lnc. '
Copyright Klmley-Horn and Associates.Inc.,2022 01 131 1060 4

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N REV.rvo.: xxv151ox: Dar[: Dxawry er: cxxc RALEIGH,NORTH CAROLINA 27601
This document,together with the concepts and designs presented herein,as an Instrument of service,I5 PHONE:(919)6T/-2000
intended only for the specific purpose and client for which it was prepared.Reuse of and improper
N reliance on this document without written authorization and adoption by Klmley-Horn and Associates,Inc. ©2022 a xulnaiw iir xulnwiw
shaIlbe without liability to Klmley-Horn and Associates,lnc. '
Copyright Klmley-Horn and Associates.Inc.,2022 01 131 1060 6