NCC220358_Site Plan or Location Map_20220119

EXISTING
' F NKL�N STR�EET��� ��� , A � __�•� �;,��� \
(VaRIAB �/IDTi-1 PUBLIC R/W)�-
\
\�! OFFSIT ROADWAY IMPRO�EME�ITS
- -
UNDER SEPARATE COVER NOW'OR FORMERLY - - - -
/ CLARENCE SWICEWOOD, J
CAPITAL LAND LLC._-L \ ��
f I
DB 6143, PG 316
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rt
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- �_ - , \ HUG�GY AR LLC \ /
as as -
/ �. _ _ - � \ PIN: 1\840660542 ,
FRANKLIN
- _ - - FLOODWAY
� � � o STREW � _ _ _-__ _ - -_ -a� _ - F T E
II v - - - �g� � f. W - / U U R (TYP.)
DEVELOPMENT
- -- 2 - -
FUTURE � PAhCFfL
11
i
314 DEVELOPMENT
�, --PARCEL "B"
--
_ l
%� / i o / 50' NEU RIPARIAN BUFFER
MEASURED 5b' FROM TO
V /
- - - --' 1
_ - I C.
- �� - FINK EACH SIID�)/ /
- -----_ -
/
30 ZONE 1 OF�ER
w N / d �- - (ME�ASUR D� F OM TOP
rLA OF BANK, EACH SIDE)
LAo / I / ' 29 300
296 _
v v N I I STR ''�M ` - 2a4 _ - I i - -_
i
VA V � 33
1 / (P IVATE)
294 � � c: �% \\ � � � �00 YEAR FEMA �1
o / CITY OF R LEIGH
iFLOODPLAIN; (TYP.)
l
0 SANITARY EWE
CITY! OF RALEIGH,'
IYfILITY EASEMENT EA' `
i SA
P.) / 9� 294,
SEMENT
fi - - - - VARIABLE WIDTH /
RETAINING /WALL/
I
MAINTENANCE
- EASEMENT
/ 1
TOP OF BANK
TW=301.00
(TYP/
- i .) i S8�sTss'e /
1-0' NO -BUILD
VAv D - - i RETAINING WALL ��� _ SETBACK-(TYP.- 1 vv \
(DESIGN- BY OTHEIj� .� �. _.� -- - _, � �� \� \'� � � \'`��, \ � � \' ,, / 1g,YEAR FEMA
----- -- V /;/ �FLOODPLAIN (TYP.)
\ � ! F �� IV -- - v ETA,INING WAIL \ _ -f�0 T �
��� -��-TW=301.00 / �� (DESIGN BY OTHERS) �I
BLIC R
_ _
�- -� ---- i - - - TW=303 00 �Y -
/
i
-01.00
/ LBW=302.50
-
v
0g _ TW-316.D0 3 302
CITY OF IALEIGFI
neR i / a I A
TILITY E EMENT
J
� TYP.)
HP 30442
I
o - j I 'Lxl5'W / �/ 310
I / / / . �/ /� II HP 3D6.42
�-- CLASS B RIP R P
DISSIPATOR / / v0 �� \
- iCITY C I RAL IGH ��
_ 1
SANITA Y SE ER I TW=3,9.00` - �- 0 / - -
/ EASEM T Bw=3oo.50 -- ' / �oti
PAD ELEV / r,11� VARIABLE WIDTH
HP 308.42
o / r / 8 1 3 4.60 � � � � \� c � \ !
_ / i / / I� 32'Lx30'W _ % \ / / i �'` �, �`\ v� ���� RETAINING WALL
MAINTENANCE
CLASS B
\ . `
I ,IEASEMENT
RIRAPAD ELEV.
�6.
ISSIPATOR� 2AD
ELEV.
PAD ELEV. N
310.50
- ' TW 319.00
BW=301.00 // 0 0 0 / / � PAD ELEV.
° i /
/ SD - 11 12.30
- %3V ! HP. 312.13
3v�
TW-3o8.00 L / \
FUTURE I Bw=307.50Ay
TW_ V
286�00
�TW=321.00 BW 266.00 TW=273.00 1
/ = / i 1 i m
D F1V E LO P M E I� T BW-303.00 / 1 � 1 / PAD ELEV. �� � � � � ;I
� 1 I
/ ST R'� TX1 i / ,. ��' - / i BW=305.00 \ 3Z4.10 \� ,a� k BW=272.50 1 I
/ X F 1V
I - P 313.9� �
/ v
fi TW-305.50 � � V A�
PA EL " � �s �- H
/ � PKIVATE'
/ / I
( �/ i / -PAD ELEV.
/WALLINING i � � HP 315:�5 �, 316.10
(DESIG BY � - �Tw=321.00' � / -" , ; � // � 4 / � r � I I �I
�v 9 /
_ - A PAD ELEV % TW-303.50'
OTHE S / C �q �/ BW-266.00 / w I SCM B
rI' RHN K I � 1 � / \ i ► � � � � SEE SHEETS
1
/ ,� � � a � 318.10 86 � / � / I
: _ PAD EL.EG. \ � , , / � i � � ' I � � � I i i
320 40 v 1 / 30i7.40 I , iV C9.05-C9.09 FOR
i i v 11 PAD ELE I DETAILS
�j STRi
/W) - ' �� - " V `v 85 % � Bw=2ss:oo
3'Wx 4"t �V A
ro w 24'Lx1 i �
�I R P fETAINIjVG WALL I �A A \,
Rf P DiSSIPATOR DESIGN BY , A\ v
( I
/ ,TW=307.50 %� c� 1 ti 1 OTHERS)
BW=307 00 ice_ _ 1 1 - /j / _ / A
00
PAD/ELEV.
r _ \ \
"� �� 8 A v vA 306.00 M ! TW=277 00 vI
TW-293.00 I BW,/ 271.00 - 1
B
�6
i
307.00/ / / \ ,`TW=286.00
of BW=266.00
`8
I
PAD ELEV.
309.00/
\ TW 270 50
A
BW�=271D:00 �.v
�.
RME
AVENUE
OPEN
. . . . AD ELEV. (54'PUBLIC R/ ) SPACE i
311.00
#1 'p, V / �\ y� uo��`/ 28� 28�2��� v �- VARIABLE WIDTH
l 1i
- - RETAINING WALL
3�12.00 PAD LEV. O i / 2 g2
EASEMENT
/
I ,\ �8 \ � s \ PAO, ELEV. 1 i U` �� , \ \ A / / �a6 ti$ \ �\ `� \ 10' NO BUILD
< 314,00
-
A
SETBACK (TYP.)
y 'PAD ,ELEv.
PAD EL v v' ��06v5 \ v
Y / / % <315.00 / i' R \ \ y \ RETAINING WALL
/ /` V�'� / V o� i 3 g� v (DESIGN BY OTHERS)
A
�i v�� v�<PAD ELEV. 68 \
SCM
AD ELEV.
303.5011700
/ V \
\" Cu SCM C / / ., \, F I i i \ - / TW=289.00
/ 1 / \ / 7 3 \ \ \ / ,\ % i . / oo 3W=270.00 \ \
SEE SHEETS PAD ELEV\\ \
/ � PAD EL � � '� PADELEV. � % �' � �
_ DETAIL C9.13 FOR O 74 �.
���31 /° � / � PAD EL 312.5 � � �309. C
DETAILS
�J . �, PAD EL 3.1� 5 i v \ � i � �� v v
< ,
315.00 ' %/ \P308E15 ' / 6 \ PAD ELEV. 00
-
\ 6 PA ELEV�
. �o �' �v / / 301.70 !i y
KIMBER LANE SEE SHEET C3.02, C3.03
(20' PUBLIC R/W)
GRADING LEGEND
0
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN (CB)
DROP INLET (DI)
®
JUNCTION BOX (JB)
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
�TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE (SD)
STORM SERVICE LINE
- -
EASEMENT LINE
RECREATIONAL
�.�
OPEN SPACE
\
STREAM BUFFER
EASEMENT LEGEND
SD PUBLIC STORM DRAINAGE EASEMENT
PRDE PRIVATE STORM DRAINAGE EASEMENT
LEGEND
SCM STORMWATER CONTROL
MEASURE
(SEE "C9" SHEETS)
TYPICAL LOT GRADING
SYMBOL TYPE DESCRIPTION
OType
A
Front to Back
©
Type B
Back to Front
©
Type C
Split to Back & to Front
OType
D
To Right
OType
E
To Left
THIS SHEET PREPARED BY OTHERS AND IS SHOWN
AS PART OF THIS SINGLE LOT EROSION CONTROL
SET FOR INFORMATION ONLY.
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
SEE SHEET C0.00 FOR ALL PROJECT, SITE, GRADING,
STORM DRAINAGE AND UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF WAKE FOREST,
CITY OF RALEIGH AND NCDOT (WHERE APPLICABLE)
ENGINEERING DESIGN AND CONSTRUCTION STANDARDS
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.
Carrie
MitcheII07/
Public Works/Edglg0e2P6
These plans have been electronically approved for construction by the Town of Wake Forest
pw"KVtcVning PaWkment. This approval may not be edited once issued.
Reidy07/
-41- 1512021
Planning
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
READER & PARTNERS
8480 HONEYCUTT ROAD, SUITE 200
RALEIGH, NORTH CAROLINA
[e-mail]
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Jun 16 2021 2:14 PM DocU5s?.
REVISIONS
NO. DATE
1 10.08.2020 WATERLINE EXTENSION
2 04.19.2021 FRANKLIN STREET FULL SECTION/ SUB PHASE 5
PLAN INFORMATION
PROJECT NO.
RAP-19000
FILENAME
RAP19000-G1
CHECKED BY
JCM
DRAWN BY
LAW / RAD
SCALE
1"=50'
DATE
08. 13. 2020
SHEET
GRADING PLAN
C 001

1 ' 73 1PAID ELEV\\
312.50
PAD EL
75 313.5 /
r
PAD EL
\ PA ELEV. A /
� X<PAD ELEV. ? ��
30�.00%
�� v : V PAD EL
\
1 �AD"',ELE
318.50 �
\ < PAD -E LEVA ., _ -� 5
\ / \ \ 307.50 ��
� \/ � / � � % � PRIDE �
/ AD ELEV,'- - ��
309100 PAD ELEV.
'gyD;
'S ELEV. p A 307.00
`\®�
;
3118.50%'0
311.50. 64 - 3 � o
/
s3 \
\P D EL s
ti ► �, ��
/ �315. (DESIGN BY OTHERS)
RETAINING WALL ♦ \\
\\ - �'� FRIENDSHIF�''�
1 \w=289:00 ��� '� i vCHAPEL ROADS
D-v v I r
P 3o as o� - w=2as:oo - ��o I Tw=275.00 �53' PUBLIC R/W)
D � V \ v� � > ;� �s �_ �- __ `'� � V aw=2s5.00 � I I � \
\ i o t
1 /� � ' - - �\av� �� \ \ A /� P 30�.35 �� / v � - VARIABLE WIDTH �
\ / ' I RETAINING WALL \
1 V A vA Sfj \ A/ M / �� A Tw 2s2.00_ I li 1 MAINTENANCE ss
- A P 3u6.9 �� BW=267.00 w �� 1 1 I EASEMENT
U / / 9 v\
1 V- v V \ 57/A68.47
� 488
5 \ s� L� a� v \
� � os.a �' � � � � � / w A ` ��� FLoo°wAY
TYP.
- i
W 1 / - A� v, 40 A i l v 5'Lx4'Wx12"T CLASS Avg'
SD __'6
i -,I I / - RIP RAP DISSIPATOR
(/) F R N K LI-N L v A 100 YEAR FEMA
I,I
j \ ^� PEV39 HP 287, - \ \ f ! \ \ \ \ FLOODPLAIN (TYP.)
FUTURE- -
i \ \ \ 48 / \ I I 1 I 1� ` �
�ST ET CEMENT - ,� - �� �� A - v �� �� �,�
1 1 q fi vi / _ \ PAD ELEV. -
1 (54 PUBLIC R ) PARCEL ' C v�
- i V V �5 TW=
�AD ELE
PRIDE �� V A \ \295 00 _ \ \� \-A
1'�AD \
N
i �\ j \� \�
35 4 /3 ELE _ v A< VvV ♦ - �� \ �A 300 00
4 V A ELE - - \ _� \
15- \ - '-
CG- �\ HP 296.49 A
1
A \303.00 SD A PAD ELEV.
�5� �� �\ �AD E11E� \� 30 28 _ A 296. 5� j �\I
/ S i / 1 i - V \ / TW=284.00
1 P \ 304.0,0 � =
VARIABLE WIDTH
A \ \
306V 0 3E� \ \ � � k -a4 / �/ RETAINING WALL
44 \
\ ,� ��� � � Tw-271.00 ' � � � MAINTENANCE
AD' ELE 0100
\i
\ \ Bw-200
1 \ \ 1 \307.00 �, ��\ - \ r �� EASEMENT / 2 PAD ELEV. �\ ! `1
CITY OF RALEIGH C
SANITARY SEWER
EASEMENT ��� v \ �AD ECE �V A i A �� ! ♦ v
v \ a Tw 2a2.00 v \
302.50-
1 HIS 296.00 \-
-FRr NDSHIP CH PEL READ \ \� \ \ _
1 , V� `\ 31 V ��
i V A -fAD ELE \
D \ 303 00� A PA� ELEV.
ED WITH \ 1 k-
(T BE INSTAL' v \ \ �,, _
,�
32 D 25
�- FU URE DEVEL PMENT `��o.v vHP3o3.5Q v v, 1 v
D ELE / HP 297.04
11 1� 11 11 ni � �' ` \ HP 305.0 \ � � \ <
- __ GRAVITY -TYPE RETAINING
1 \ �� 303.50 , / j / OQ ` 42 ` \ \ t
(53' UBLIC R W) HP 306.80 \ \ - \ 'WALL'(DESIGN BY OTHERS) \\
PRIDE V v \� �G v� i - 24
Lop' ! PAD ELEV..... / � \ \ . ♦� r _' _ '
A �AD EL V 2980
_ Q \ --
i �04 304.OQ
z
\ BW-274.00
r \
\�VPAd ELEV
A PAD EL V
298.8cc
HP 30�r o \ V A\ 302E50 �. o, v N �^ n� a ° v \ l I/. CITY OF RALEIGH
v v E �ro� I j SANITARY SEWER
\ HP\\30V 2 v A V �` I EASEMENT
s.so V �
V v \y2b�� \ �i
� 262.00
RANkL�IN TREET E \ \ \ \ E \ \\\ -,� \PAD ELE�SD B
19
FUTURE / � � ) \ .\ � \ \\ \ �� 299.00
v v (54PUBL1 /W) - v n \ PAD ELE v ,
DEVELOPMENT
\i� 300.� 5'Lx4'Wx12"T CLASS A
PARCEL D \ \ \ \\\ \ 1 \\ TW=284.50 \ RIP RAP DISSIPATOR
\ A v AD �FLE \� ?, Bw=284_00 /
/ A AD ELE/ \301.50 v v\ Vo�. � Bw=�Bi:oo
\ 303.00 fl /
CITY OF RALEIGH
SANITARY SEWER EASEMENT
V A305.00- � v � �� � , � � ' � � �o , DB: 018014 PG: 02261-02268
PAD ELEV
_ \ �AD liLE�
. 307.50
iE ILL
QQ i
09,0
„
r �
RETAINING WALL
\ 310\ \ �\ ov ' �°� 1 /� / �iJ / 7�i (DESIGN BY OTHERS)
_ A Sb
r\
VARIABLE WIDTH
_287.00- RETAINING WALL
\ BW-276.00"� \�/� MAINTENANCE
1
EASEMENT
i
N
I '
i
W=28' 50
V - 1
-BW-286.50
J
- v
ALF HOLDING VILLAGE LLC
DB 14433, PG. 2087
PIN:1840643841
\ f
CITY OF RALEIGH
RALEIGH/\
UTILITY EASEMENT NO -BUILD (TYP.)
� � \ o
/ n I (TYP.) I \ \ � �,
�RETAVNI�IG�WAI LSETBACK
(DESIGN 1311
F RA N K L I N STREET (E) �I EXISTING \ - \ pT lERS)I ��
CEMETERY ��
(54i
PUBLIC R/W) FRIENDSHIP CHAPEL
Bw=vs.00
BAPTIST CHURCH
PIR:184054655$�
SCM A
SEE SHEETS
" SEE SHEET C3.05 VARIABLE WIDTH C9.00-C9.03 FOR
RETAINING WALL 24'Lx13'Wx24T DETAILS
MAINTENANCE CLASS 1 RIP
EASEMENT RAP DISSIPATOR
RETA
SEE SHEET C3.01 (DESIIGNN BYWALL
"T 7 77 / / g0� �\ , \\ \\ \�\. \� \ \♦I �• \\� \ \ \ \\ (MEA�US
RIP' �RIAN BUFFER
\ {{ 50F,ROM TOP
/ HP 301.5 `p \ \ \ \ �AN,K;�. EACH SIDE\)
\ OF \
t i 1 \
n4269.00\
-\ Bw=262.50 \ \♦ / 30 0 E 1 BUFFER - \ \
\ ,AA A\` v a/�� MEA UR�LR FROM TOF
PAD ELEV. TW 288.00 \ `
=287.00 BW,� \ \ BANK, CH SIDE)
TW-
\ 301.7 y \ ro 268.` A V A
\ \ \00
BW-267.00 00
\ I u TW=289.00 n �� A v ♦ N F
J
"'CCC___ ✓ DAMERON, NANCY H
� N N � ♦ ',� � �� \ \ DB 12337, PG. 2555
�\ l LO PIN:1840657710
PAD ELEV �� \ y V
\ 3a1�70
TW=289.00 a� o , I\V �� 500 YEAR FEMA
BW-
V ! -
S � �� �� cy �., � � _�� 1� \ � � �V � 1 ��♦ ��� � FLOODPLAIN (TYP.)
280.00� 49 � � r' a � � ' BW-269.00• TOP OF SANK ♦ � " .� . A � ,
\ a o Tw-vo.00 \
o � � - 1
\ � `� �' � �
' SHEE '
I I
I
SHEET C3.02 '
A"
SHEET C3.05
AREA "E"
INDEX MAP
GRADING LEGEND
0
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN (CB)
DROP INLET (DI)
®
JUNCTION BOX (JB)
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE (SD)
STORM SERVICE LINE
- -
EASEMENT LINE
.
RECREATIONAL
�.�
OPEN SPACE
`
\
STREAM BUFFER
EASEMENT LEGEND
SD PUBLIC STORM DRAINAGE EASEMENT
PRIDE PRIVATE STORM DRAINAGE EASEMENT
LEGEND
SCM STORMWATER CONTROL
MEASURE
(SEE "C9" SHEETS)
TYPICAL LOT GRADING
SYMBOL TYPE DESCRIPTION
OType
A
Front to Back
©
Type B
Back to Front
©
Type C
Split to Back & to Front
( n)
Type D
To Right
OType
E
To Left
THIS SHEET PREPARED BY OTHERS AND IS SHOWN
AS PART OF THIS SINGLE LOT EROSION CONTROL
SET FOR INFORMATION ONLY.
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
SEE SHEET C0.00 FOR ALL PROJECT, SITE, GRADING,
STORM DRAINAGE AND UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF WAKE FOREST,
CITY OF RALEIGH AND NCDOT (WHERE APPLICABLE)
ENGINEERING DESIGN AND CONSTRUCTION STANDARDS
These plans have been electronically approved for construction by the Town of Wake Forest
ublic works and Engineering Department. This approval may not be edited once issued.
Carrie
MitcheII07/
Public Works/Engine0ering
These plans have been electronically approved for construction by the Town of Wake Forest
pw"K�VtcVning PaWkment. This approval may not be edited once issued.
Reidy07/
4e 1512021
Planning
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
READER & PARTNERS
8480 HONEYCUTT ROAD, SUITE 200
RALEIGH, NORTH CAROLINA
[e-mail]
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Jun 16 2021 2:15 PM Docu5s ,,
REVISIONS
NO. DATE
1 04.19.2021 FRANKLIN STREET FULL SECTION/ SUB PHASE 5
2 05.19.2021 BASIN HILL DRIVE GRADE ADJUSTMENT
PLAN INFORMATION
PROJECT NO. RAP-19000
FILENAME RAP19000-G1
CHECKED BY JCM
DRAWN BY LAW / RAD
SCALE 1"=50'
DATE 08. 13. 2020
SHEET
GRADING PLAN