20090136 Ver 9_07_DunnCreekIV_Permit Drawings_Wetland and Stream_(2022-08-02)_20220808

PROJECT REFERENCE NO. SHEET NO.
AT QO DUNN CREEK GREENWAY PHASE N I
". --1A MOULTONBORO
AVE DUNN CREEK GREENWAY
PHASE IV
GREENWAY FROM THE WOODLANDS AT TRADITIONS EXISTING GREENWAY `-
SEGMENT TO FLAHERTY PARK WITH A SPUR TRAIL TO FLAHERTY FARMS
" AND TO THE SOUTHERN TERMINUS OF DUNN CREEK
o \ GREENWAY NEAR CALISTA DR.O TOWN Of
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WAKE FOREST
WETLAND AND STREAM IMPACTS
J ° A�"Po�,,W FOR T � � � PREPARED IN THE OFFICE OF:
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PALEIEG9NORTH C0AROLINA 2760 1KimIeV >> Horn ON 67-200
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SURVEYS PROVIDED BY:
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MCKIM & CREED DEL yyyyEBB 20 0 40
SITE 2 J��P AT TRAO/TIONS I
GEOTECHNICAL INVESTIGATIONS BY: O
FALCON ENGINEERING,INC. v� PLANS
20 0 40
C0 PROFILE (HORIZONTAL)
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w -A / PROFILE (VERTICAL)
PERMIT DRAWING so /
SHEET 1 OF 4 �2
SITE PERMITTING APPROVAL
SUMMARYTABLE 9 ~^� WATER AND SEWER PERMITS(IF APPLICABLE)
p WETLAND IMPACTS
O TEMPORARY PERMANENT THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER
SITE NUMBER IMPACTTYPE WETLAND WETLAND SYSTEM AS SHOWN ON THIS PLAN.THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
PROJECT FSi SITE 1 HANDBOOK.LCTY OFORALEIGH PUBLICRM TO THE UTTIILTIIS DEPARTMENT S AND PERMTS OSTXXX CITY'S PUBLIC UTILITIES
IMPACTS(SF) IMPACTS(SF( C I
1 42"RCP 0 0 �
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER
33p 2 60"CMP 215 236 SYSTEM AS SHOWN ON THIS PLAN.THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
TOTAL 215 236 \ PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT# W-XXXX
THE WOODLANDS
AT TRADITIONS CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
jELECTRONIC APPROVAL:THIS APPROVAL IS BEING ISSUED ELECTRONICALLY.THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW.THE CITY WILL RETAIN A
SUMMARY TABLE COPY OF APPROVED PLANS.ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
I WITH THE PLANS KEPT ON FILE WITH THE CITY.THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
O D.O SURFACE WATER IMPACTS ISSUE ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
N
SITE NUMBER IMPACT TYPE PERMANENT(LF)WITHOUT PERMANENT(SF)WITHOUT PERMANENT(LF)WITH PERMANENT(SF)
�i TEMPORARY(LF)TEMPORARY(SF) LOSS OF WATER LOSS OF WATER LOSS OF WATER WITH LOSS OF WATER CITY OF RALEIGH DEVELOPMENT APPROVAL
O
3
RALEIGH WATER REVIEW OFFICER
1 42"RCP 5 34 17 68 14 35
g 2 60"CMP 9 13 13 112 69 325
TOTAL 14 47 30 180 83 360 THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT.THIS APPROVAL MAY
(� NOT BE EDITED ONCE ISSUED.
Y
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
DOCUMENT NOT CONSIDERED FINAL PUBLIC WORKS/ENGINEERING
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS,OMISSIONS,OR NON-COMPLIANCE UNLESS ALL IN COMPLETED
WITH TOWN STANDARDS ANUOR CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAN,
INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAN WITH THE
APPROPRIATE CORRECTIONS ANDOR 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, PLANNING
FOREST. STATE,AND LOCAL AN
AN4OR CONDITIONS.

PERMIT DRAWING
SHEET 2 OF 4
DETAIL 1 DETAIL 2 DETAIL 3 o DETAIL 4
SPECIAL BASE DITCH TOE PROTECTION TOE PROTECTION
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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
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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
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PLAN VIEW NUMBER STATION SIZE A B C D E NOTE:
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AND SUPPLEMENT WITH CLASS I
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Copyright Klmley-Horn and Associates,Inc.,2022 1 1 1 1 101 131 1060 4

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shall be without liability to Klmley-Horn and Associates,Inc. '
Copyright Klmley-Horn and Associates,Inc.,2022 01 131 1060 6